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BEACH WALK PHASES II, III & IV (03-0079-ED) . BEACHW ALK PHASE II, III, & IV NEW BID DATE NOVEMBER 28, 2006 LAST DAY FOR QUESTIONS NOVEMBER 18, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO.9 November 20, 2006 David Nelson Construction Co. Questions of 11-17-06 We ask that you address the following: 1.) Please provide a clarification for the "Sand/Seat Wall" Item No. 8012 and the "Plaza Seat Wall, 15" HT listed under Alternate 1. According to the HS drawings, the "Sand/Seat Wall occurs along the beach entrances and trail. However according to the HD drawings, the Plaza Walls listed under Alternate 1 occur at the Game Board Plaza and Beach Entrance 9. Is this correct? In addition, are the cast stone caps on the Plaza Walls to be included with these walls or will they be paid for under the Cast Stone Caps for Sand/Seat Walls? 1A. The Sand/Seat Wall is along the Perimeter of the Hike Trail and goes out to the Showers and Pier at the Beach Entrance Points. The Seat Walls are on the Game Board and Sundial Plazas. Alternate 1 includes the finishing to the Sand/Seat Wall, the Sand/Seat Wall Stone Cap, and the Finishing to the Plaza Seat Walls. Alternate 5 needs to include the Plaza Seat Wall structure for the Game Board Plaza. Alternate 7 needs to include the Plaza Seat Wall structure for the Sundial Plaza. The following changes to the Bidders Proposal form need to be made: ALT No.1 ADD SPECIALTY FINISHES TO PLAZA SEAT WALL, 15" HT. (8019) 289 LF ALT No.5 PLAZA SEAT WALL (15" HT., C.I.P. CONC) (6012) 142 LF ALT No.7 PLAZA SEAT WALL (15" HT., C.I.P. CON C) (8012) 147 LF . 2.) Will the "Planter Seat Walls" Detail F/AD-7 be paid for under Alternate 4 "Retaining Wall at South Gateway"? Also, will the cast stone caps for the planter seat walls be included in this pay item, or will they be a part of Alternate 1? 2A. The Planter Seat Walls are included in the Bid Item (RETAINING WALL AT SOUTH GATEWAY (8015)), and includes the Cast Stone Cap in that Bid Item. 3.) Seat Wall Detail BlIHD-3; is this to be to a part of Alternate 7 "6" Colored Concrete at Sundial Plaza", or will this be a part of Alternate 1 seat walls? 3A. No. The Seat Wall Detail B1/HD-3 is part of Bid Item (SUNDIAL PLAZA INTERACTIVE FOUNTAIN (8021)), which includes that Seat Wall within the Fountain. 4.) There are some conflicts in reference to the alternates between the drawings and the bid proposal. Is it correct to assume the bid proposal over rides the drawings in reference to the alternates? 4A. Yes that is correct. -. -,.. C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.9.doc Page 1 of 3 . PBS:7 .',1 Is Pay Item 8011 "Concrete Pavers for Paver Grate and Utility Chase" a part of phase I or this bid? 5.) SA. Correct. Bid Item 8011(CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE) is on Phase I only now. Change the quantity to Zero (0) SF 6.) Is there a design criteria for the requirements for the electrical services to determine size and will these be installed in stainless steel cabinets or standard NEMA cabinets? Also will the services be mounted on the walls or will some require 6" x 6" concrete posts? 6A. There is no detail on the plans, this will have to be handled as a shop drawing. They will be standard NEMA Cabinets wall mounted when a wall is near the service location. 7.) What is the criteria for controlling the lights? In other words will these stay on all night or will they be pre set up on a timer? 7 A. For Bidding Purposes include a timer with manual override, it will be verified during shop drawing review. 8.) The product data provided in Addendum 1 for the Triada Sollards shows two different types of lamps and two different mounting methods. Please provide the type of lamps for these fixtures as well as the wattage and voltage. In addition will these be bolted to a concrete slab or embedded? The type of lamps and mounting method affects the price. . 8A. The Following Paragraph should be added to Section VI Project Specifications, Article 41 Beach Bollard Lighting, 41.1 Definitions: "Each Triada Bollards Lighting Fixture shall be the Compact Fluorescent bolted to a concrete foundation, and include a 50 Watt - High Pressure Sodium, 120 volt Lamp." 9.) Pay Item #9221 ''Walkway Lighting": Is there a description of this pay item in the bid documents? Please advice. 9A. Bid Item 9221 should be Zero (0) LF, it is covered by Bid Items 8040, and 8041 under Alternate 8. The Following Changes are made to the Bidders Proposal Form: 8011 8019 8041 BASE BID CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE PLAZA SEAT WALL (15" HT., C.I.P. CONC) (SEE ALT 1, 5 & 7) ELECTRICAL WORK TO CONNECT THE LIGHTS TO A PANEL AND METER CONNECTION.(SEE AL T 8) WALKWAY LIGHTING o LF o LF 9221 o LS o LF ALT No.1 ADD SPECIALTY FINISHES TO PLAZA SEAT WALL, 15" HT. (8019) ALT No.5 PLAZA SEAT WALL (15" HT., C.I.P. CONC) (8012) ALT No.7 PLAZA SEAT WALL (15" HT., C.I.P. CONC) (8012) 289 LF 142 LF 147 LF . C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.9.doc Page 2 of 3 . PBSI Thank you, This is the last response to questions for the extended bid date. we hope we have been helpful. We wish you all good luck, see you all Tuesday November 28,2006, unless otherwise noted. . . C:\Documents and Settings\13814\Desktop\Bidders Answers Series No.9.doc Page 3 of 3 . . . PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 CONTRACT # BEACH WALK ITEM NO. DESCRIPTION PRICE TOTAL 1000 ADMINISTRATIVE 1002 MOBILIZATION PHASE II 1 LS 1003 MOBILIZATION PHASE III 1 LS 1004 MOBILIZATION PHASE IV 1 LS 1006 LAYOUT PHASE II 1 LS 1007 LAYOUT PHASE III 1 LS 1008 LAYOUT PHASE IV 1 LS 1010 MATERIAL TESTING PHASE II 1 LS 1011 MATERIAL TESTING PHASE III 1 LS 1012 MATERIAL TESTING PHASE IV 1 LS 1015 MAINTENANCE OF TRAFFIC PHASE II 1 LS 1016 MAINTENANCE OF TRAFFIC PHASE III 1 LS 1017 MAINTENANCE OF TRAFFIC PHASE IV 1 LS 1018 CONTRACTOR/CITY OFFICE SPACE 1 LS 1019 PROJECT SIGNS 2 EA 1020 PROJECT CONTROL FENCE 1 LS TOTAL ADMINISTRATION 16 11.20 - REVISED CONTRACT OOCUMENTs-5EC III BID SUMMARY.. 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20; 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 2000 DEMOLITION 2001 EROSION CONTROL MANAGEMENT 1 LS 2002 DUST CONTROL-CALCIUM CHLORIDE (CONTINGENCY) 1000 TN 2003 DUST CONTROL-WATER (CONTINGENCY) 0 LS 2004 BALED HAY OR STRAW (CONTINGENCY) 0 LS 2005 FLOATING TURBIDITY BARRIER 115 LF 2006 INSTALL SILT FENCE 3600 LF 2007 SPECIAL EXCAVATION <1.0 FT 2150 CY 2008 SPECIAL EXCAVATION >1.0 FT 0 CY 2009 REMOVE ASPHALT PAVEMENT 26256 SY 2010 STANDARD MILLING TYPE B-CITY 505 SY 2011 STANDARD MILLING TYPE B-CONTRACTOR 0 SY 2013 REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS 666 SY 2014 REMOVE CONCRETE PAVEMENT 6" 1206 SY 2015 REMOVE ASPHALT PARKING STRIP 731 SY 2016 REMOVE EXISTING 2' CURB 6877 LF 2017 REMOVE EXISTING 0.5' CURB 2971 LF 2018 REMOVE SIDEWALK 4" 60483 SF 2019 ROUGH GRADING 44785 SY 2020 REMOVE EXISTING MANHOLE TYPE 1 AND FILL 5 EA 2021 REMOVE MANHOLE TYPE 2 RECONSTRUCT 1 EA 2022 REMOVE EXISITING INLET TYPE 1 AND FILL 9 EA 2023 REMOVE EXISITING INLET TYPE 2 RECONSTRUCT 3 EA 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT REPLACED 285 LF 2025 REMOVE EXISTING STORM SEWER <18" TYPE 2 REPLACED 132 LF 2026 REMOVE EXISTING STORM SEWER >18" TYPE 1 NOT REPLACED 320 LF . 2027 REMOVE EXISTING STORM SEWER >18" TYPE 2 REPLACED 210 LF 2030 BRICK AND MORTOR PLUG -15" 2 EA 2033 REMOVE EXISTING SHOWER AND WATER SERVICE 9 EA 2034 REMOVE LANDSCAPING TREES 185 EA 2035 REMOVE LANDSCAPING TREES - PALMS 18 EA 2036 REMOVE REGULATORY SIGNS 65 EA 2037 REMOVE EXISTING STREET LIGHT AND DISPOSAL 28 EA 2038 REMOVE EXISTING STREET LIGHTS AND DELNER TO CITY 9 EA 2039 REMOVE EXISTING PARKING METERS 75 EA 2040 REMOVE, STORE, AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 LOT EA 2041 REMOVE, STORE, AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT 2 EA 2042 REMOVE, STORE, AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT 2 EA 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 PARKING LOT 1 EA 2044 REMOVE AND DELIVER AUTOMATIC GATE 2 EA 2045 REMOVE AND DELIVER TICKET BOOTH 1 EA 2046 REMOVE AND DELIVER TICKET DISPENSER 1 EA 2047 REMOVE CANOPY 1 LS 2048 REMOVE EXISTING DRINKING FOUNTAIN 12 EA 2049 REMOVE EXISTING METAL BENCH 9 EA 2050 SAW CUT EXISTING PAVEMENT AT CONNECTION 1942 LF TOTAL DEMOLITION . 17 11.20 - REVISED CONTRACT OOCUMENTs-sEC III BID SUMMARY,xIs 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, Z006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE 4000 PAVING 4001 FINISHED GRADING 41207 SY 4002 OFFSITE BORROW IN PLACE 20379 CY 4003 INSTALL TYPE 1 CURB INDEX 101 8967 LF 4004 INSTALL STRAIGHT CURB INDEX 101 2420 LF 4005 INSTALL CONCRETE PIN CURB - 6" CITY INDEX 101 720 LF 4006 INSTALL 2' CONCRETE VALLEY GUTTER 420 LF 4007 CONNECT TO EXISTING CURB 21 EA 4008 4' BARRIER MEDIAN 130 LF 4009 4" CONCRETE ISLAND 125 SY 4010 PARKING LOT ASPHALT SEALER 12741 SY 4011 SURFACE COURSE - 1" 495 SY 4012 SURFACE COURSE - 2" 505 SY 4013 SURFACE COURSE - 3" 11862 SY 4014 INSTALL BASE COURSE - 6" 495 SY 4015 INSTALL BASE COURSE - 8" 505 SY 4016 INSTALL BASE COURSE -10" 11862 SY 4017 LEVELING BINDER 110#l1"/SY 66 TN 4018 SURFACE COURSE 5/8" 0 SY 4019 PREPARE SUBGRADE - 12" 12908 SY 4020 CONCRETE SIDEWALK 4" 27086 SF 4021 WASTE RECEPTACLE PAD BASE PREPARATION 3' X 3' 54 EA 4022 BIKE RACK PAD BASE PREPERATION 66 EA 4023 CONCRETE DRIVEWAYS - 6" 1126 SY 4024 TOP SOIL 18927 SY 4027 SAW CUT FOR CROSSWALK (SEE AL T 2) 0 LF . 4028 SUBGRADE PREPARATION UNDER WALL FOOTING 3200 LF 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE (SEE AL T 5 & 7) 7496 SY 4030 SUBGRADE PREPARATION UNDER TYPE 8 BASE 1209 SY 4031 SUBGRADE PREPARATION UNDER TYPE 10 BASE (SEEALT 2) 0 SY 4032 BEACH ACCESS FOOTING 309 LF 4033 PRECAST TREE GRATE SUPPORT 0 EA 4036 BACKFILL SAND/SEAT WALL TO 30" 945 LF 4038 SOD TEMPORARY SLOPE 1789 SY 4039 TYPE III BARRICADE AND ROAD CLOSED SIGN SET 2 EA 4040 TYPE I ROAD TERMINATION SIGN 3 EA 4041 DOME SURFACE AT ADA CROSSINGS 36 EA 4042 ADA RAMP ON STANDARD SIDEWALK 0 EA 4043 TRAFFIC SIGN - "ADA ROUTE KEEP RIGHT' 2 EA 4044 TRAFFIC SIGN - "ADA ROUTE W/ ARROW' 2 EA 4045 TRAFFIC SIGN - "ADA ROUTE KEEP LEFT' 2 EA 4046 ADA RAMP FULL WIDTH -10' BASE PREPARATION 80 LF 4047 FDOT HAND RAIL MODIFIED FOR ADA 60 LF TOTAL PAVING . 18 11.20. REViseD CONTRACT DOCUMENTs-sEC III BID SUMMARY.1de 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 6000 THERMOPLASTIC PAVEMENT ARROWS 6001 THERMOPLASTIC PAVEMENT ARROWS 90 EA 6002 THERMOPLASTIC PAVEMENT LETTERS 12 EA 6003 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (6'-10' SKIP) 1074 LF 6004 SKIP TRAFFIC STRIPE 6" YELLOW THERMOPLSTIC (18'-18' SKIP) 3675 LF 6005 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) 44 LF 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC WHITE 13628 LF 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC YELLOW 3472 LF 6008 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC DOUBLE YELLOW 2671 LF 6009 SOLID TRAFFIC STRIPE 8" THERMOPLASTIC WHITE 906 LF 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC WHITE 1450 LF 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC WHITE 261 LF 6012 REFLECTIVE PAVEMENT MARKER REDIWHITE 90 EA 6013 REFLECTIVE PAVEMENT MARKER YELLOWIYELLOW 75 EA 6016 TRAFFIC SIGN - "LEFT LANE MUST TURN LEFT' (R3-7L) 3 EA 6017 TRAFFIC SIGN - "RIGHT LANE MUST TURN RIGHT' (R3-7R) 3 EA 6018 TRAFFIC SIGN - "STOP" (R1-1) 14 EA 6019 TRAFFIC SIGN - "SPEED LIMIT 25" (R2-1) 10 EA 6021 TRAFFIC SIGN - "STOP HERE ON RED" (R10-6) 2 EA 6022 TRAFFIC SIGN - "CROSSWALK HERE SYMBOL" (W11-2) 12 EA 6023 TRAFFIC SIGN - "ARROW SYMBOL" (W1-6) 12 EA 6024 TRAFFIC SIGN - "CROSSWALK AHEAD SYMBOL" (W11-3) 2 EA 6025 TRAFFIC SIGN - "BEACH DROP OFF AREA" (SPECIAL) 5 EA 6026 PARALLEL PARKING STRIPPING 32 EA 6027 TRAFFIC ISLAND STRIPE -18" AT 10' WITH BORDER 6" WHITE 2910 SF 6028 TRAFFIC SIGN - "NO LEFT TURN" (R3-3L) 1 EA . 6029 TRAFFIC SIGN - "YIELD" (R1-2) 2 EA 6030 TRAFFIC SIGN - "NO PARKING BETWEEN SIGNS" 5 EA 6031 TRAFFIC SIGN - "NO PARKING LOADING ZONE 15 MIN" 11 EA 6032 TRAFFIC SIGN - "NO PARKING FIRE LANE" 8 EA 6035 TRAFFIC SIGN - "DEAD END" (W14-1) 1 EA 6036 TRAFFIC SIGN - "DO NOT ENTER" (R5-1) 2 EA 6037 TRAFFIC SIGN - "NO OUTLET'(W14-2) 1 EA 6040 TRAFFIC SIGN - "CASE 2 - REFLECTORS 9 EA 6042 STREET IDENTIFICATION SIGNS 14 EA 6043 BUSINESS IDENTIFICATION SIGNS 20 EA 6044 WAYFINDING SIGNS 15 EA 6045 SIGN POST 93 EA 6046 PEDESTRIAN CROSS WALK - 6' 24 LF 6048 HANOI-CAP PARKING STRIPE - SINGLE 9 EA 6049 TRAFFIC SIGN - "HANOI-CAP PARKING" 9 EA 6050 INSTALL PARKING METER POST CORING 64 EA TOTAL SIGNING AND PAVEMENT MARKINGS 7000 ENHANCEMENT 7001 REFACE LIFE GUARD STATION 1 LS 7002 PAINT RESTROOM 2 EA 7003 DUNE SAND EXCAVATION 729 CY 7004 DUNE SAND BORROW - OFF-SITE 807 CY 7005 PAINT LIFE GUARD STATION 1 LS 7006 SOD DISTURBED AREAS 12401 SY 7007 DUNE PLANTINGS 4 EA 7008 DUNE ON-SITE SAND REPLACEMENT 728 CY 7009 DUNE OFF-SITE SAND REPLACEMENT 807 CY 7010 LANDSCAPE BULBS ON CORONADO DRIVE (PHASE IV) 5 EA TOTAL ENHANCEMENT . 19 11,20 - REVISED CONTRACT DOCUMENT8-SeC III BID SUMMARY.xls 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE 8000 HARDSCAPE 8001A 6" COLORED CONCRETE ALONG PROMENADE 21300 SF 8002 6" COLORED CONCRETE ALONG TRAIL FROM SOUTH PARKING TO PIER 60. INCLUDING BEACH ENTRANCES 46165 SF 8003 8" COLORED CONCRETE @ OASIS PAVILION AREA AND SOUTH PARKING PLAZA 10878 SF 8004 10" COLORED CONCRETE @ CROSSWALKS (SEE AL T.2) 0 SF 8005 12" WIDE SHELL AGGREGATE SANDBLASTED BAND@ CROSSWALKS (SEE AL T.2) 0 LF 8006 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE(SEE AL T 2) 0 LF 8007 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRIAL (SEE AL T 2) 0 LF 8008 BAND, PERIMETER OF ICONS @ BEACH ENTRANCES (SEE AL T2) 0 LF SAND BLAST PAVING at BEACH ENTRANCES (9 ICONS) (SEE AL T 2) 8010 0 SF 8011 CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE 0 SF 8012 SAND/SEAT WALL (C.I.P. CONCRETE) 3200 LF 8013 CAST STONE CAP ON SAND/SEAT WALL (SEE AL T 1) 0 LF 8014 SAND WALL (C.I.P. COLORED CONCRETE W/L1GHT SANDBLAST FINISH (42" HT) 0 LF 8015 RETAINING WALL @ SOUTH GATEWAY (SEE AL T 4) 0 CY 8016 S.S. SIGN PANEL W/LASER CUT-OUT LETTERS (SEE AL T4) 0 LS 8017 S.S. NAUTILUS SCULPTURE @ NORTH GATEWAY (SEE AL T 5) 0 LS 8018 6" COLORED CONRETE @ SUNDIAL PLAZA (SEE AL T 8) 0 SF 8019 PLAZA SEAT WALL (15" HT., C.I.P. CONC) (SEEALT 1, 5 & 7) 0 LF . 8020 SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON (SEE AL T 8) 0 LS 8021 SUNDIAL PLAZA INTERACTIVE FOUNTAIN (SEE AL T 8) 0 LS 8022 TENSION MEMBRANE SHADE STRUCTURES (SEE AL T 5) 0 EA DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAINS 840 SM02- 8023 SS DUAL) 6 EA 8024 NORTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) (SEE AL T 4) 0 LF 8025 SOUTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIALTY FINISH AND LETTERING) (SEE AL T 4) 0 CY 8027 SHOWERS (SHOWER TOWER, INC. - 4 STATION) 9 EA 8028 BOLLARD, TYPE A 24 EA 8029 BOLLARD, TYPE B 12 EA 8030 BENCH, TYPE A - WABASH WV CN 100R 3 EA 8031 BENCH, TYPE B (RECYCLED PLASTICS/IOWA FALLS #7321.1) 11 EA 8032 BENCH. TYPE C (RECYLCLED PLASTICS/IOWA FALLS #7321.1) 2 EA 8033 WASTE RECEPTACLES (RECYCLED PLASTICS/IOWA FALLS #7651) 59 EA 8034 BICYCLE PARKING (PALMER GROUP WCR02-SF-SS) 66 EA TREE GRATES ALONG HIKE/BIKE TRAIL PROMENADE AND @ 8035 BEACH ENTRANCES, 48" ROUND (SEE AL T 5) 0 EA 8036 PAVER GRATE-TYPE B (Phase I) 0 EA GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD 8037 (SEE AL T 5) 0 EA GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD (SEE 8038 AL T 5) 0 EA 8039 GAME BOARD PLAZA S.S. SCULPTURE (SEE AL T 5) 0 LS 8040 LANDSCAPE SPOT LIGHTS (SEE AL T 8) 0 EA 8041 ELECTRICAL WORK TO CONNECT THE LIGHTS TO A PANEL AND METER CONNECTION.(SEE AL T 8) 0 LS . 20 11.20 - REVISED CONTRACT DOCUMENT8-SEC III BID SUMMARY.xls 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III . CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION TOTAL 8044 CONDUIT (FURNISH & INSTALL) UNDERGROUND - 2" PVC 850 LF 8045 LED LIGHTING (BLUE) FOR GATEWAY SIGNS (SEE AL T 8) 0 LF 8046 LED LIGHTING (WHITE) FOR GATEWAY SIGNS (SEE AL T 8) 0 LF 8047-A UPLlGHT TYPE A (SEE AL T 8) 0 EA 8047-B UPLIGHT TYPE B (SEE AL T 8) 0 EA 8048 CONCRETE ACCENT PIERS W/ CAST STONE CAP (SEE AL T 2) 0 EA 8049 TILE BAND ON ACCENT PIER (SEE AL T 2) 0 EA 8050 CAST STONE PLANTER, TYPE A (SEE AL T 6) 0 EA 8051 CAST STONE PLANTER, TYPE B (SEE AL T 6) 0 EA 8052 CAST STONE PLANTER, TYPE C (SEE AL T 6) 0 EA 8053 BEACH BOLLARD LIGHTING FIXTURE 101 EA 8054 BEACH BOLLARD LIGHTING 2" CONDUIT 2500 LF TOTAL HARDSCAPE $000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' O.A., SEE PLANS 249 EA 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA 9103 SABAL PALMS 51 EA 9104 COCCOLOBA UVIFERA, 7 GAL. 262 EA 9105 PHOENIX ROEBELENII 60 EA 9106 IVA IMBRICATA, 7 GAL., 5' HT. 23 EA 9107 L1VISTONIA CHINENSIS, 12' C.T. 25 EA 9108 SABAL PALMETTO, 16' C.T., MATCHED 24 EA 9109 TREE GRATE TYPE A- 9109 5 EA 9200 SHRUBS AND GROUND COVER . 9201 AGAVE ATTENUATA, 3 GAL. 125 EA 9202 ARACHIS PINTOI, 4" POT 95 EA 9203 HELIANTHUS DEBILlS, 4" pot. 767 EA 9204 ILEX VOMITORIA 'NANA', 3 GAL 416 EA 9205 IPOMOEA PES-CAPRAE 1 GAL. 293 EA 9206 PENNISETUM SETACEUM, 3 GAL. 1136 EA 9207 RAPHIOLEPSIS INDICA, 3 GAL. 394 EA 9208 RUSSELIA EQUISETIFORMIS, 3 GAL. 39 EA 9209 RUSSELIA SARMENTOSA, 3 GAL. 341 EA 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 150 EA 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 150 EA 9212 SPARTINA BAKERII, 3 GAL. 1952 EA 9213 SPOROBULUS VIRGINICUS, 1 GAL. 188 EA 9214 STRETLlTZIA REGINAE, 10 GAL. 145 EA 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. 641 EA 9216 UNIOLA PANICULATA 563 EA 9217 YUCCA FILAMENTOSA 323 EA 9218 ZAMIA PUMILA, 7 GAL. 24 EA 9219 SOD (SEASHORE PASPALUM) 42750 SF 9220 MULCH 200 CY 9221 WALKWAY LIGHTING 0 LF TOTAL LANDSCAPE . 21 11.20 - REVISED CONTRACT DOCUMENT8-SeC III BID SUMMARY.. 11/28/2006 BEACH WALK PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 CONTRACT # . ITEM NO. DESCRIPTION PRICE TOTAL 10000 IRRIGATION IMPROVEMENTS 10002 IRRIGATION PHASE II lS 10003 IRRIGATION PHASE III lS 10004 IRRIGATION PHASE IV lS TOTAL IRRIGATION IMPROVEMENTS FOOT NO. TRAFFIC SIGNALIZATION 0101-1- MOBILIZATION (SIGNALS ONLY) 1 lS 0102-1- MAINTENANCE OF TRAFFIC (SIGNALS ONLY) 1 lS 0555-1-2 DIRECTIONAL BORE (6" TO lESS THAN 12") 115 IF 0630-1-12 CONDUIT (FURNISH & INSTAll) UNDERGROUND 1430 IF 0632-7-1 CABLE (SIGNAL) (FURNISH & INSTAll) 2 PI 0635-1-11 PUll & JUNCTION BOXES (FURNISH & INSTAll) (PUll BOX) 22 EA 0639-1-22 ELECTRICAL POWER SERVICE (UNDERGROUND) 2 AS 0639- 2- 1 ELECTRICAL POWER WIRE (FURNISH & INSTAll) 1920 IF 0641- 41-112 PRESTRESSED CONCRETE STRAIN POLE (F & I) (TYPE N-11) (SERVICE POLE) 2 EA 0649-440-000 MAST ARM ASSEM (F & I) (SINGLE ARM W/O lUMINAIRE) (B5-o3) EA 0650-51-313 TRAFFIC SIGNAL (FURNISH & INSTAll) (3 SECTION) (1 WAY) (SPECIAL) 9 AS 0650-51-513 TRAFFIC SIGNAL (FURNISH & INSTAll) (5 SECTION) (1 WAY) (SPECIAL) AS 0653-181 SIGNAL PEDESTRIAN (FURNISH & INSTAll) (lED) (1 DIRECTION) 4 AS . 0653-182 SIGNAL PEDESTRIAN (FURNISH & INSTAll) (lED) (2 DIRECTION) 0 AS 0659-101 SIGNAL HEAD AUXilIARIES (FURNISH & INSTAll) (BACK PLATES,3 SECTION) 9 EA 0659-106 SIGNAL HEAD AUXilIARIES (FURNISH & INSTAll) (TUNNEL VISOR) 32 EA 0659-1 07 SIGNAL HEAD AUXilIARIES (FURNISH & INSTAll) (ALUMINUM PEDESTAL) 5 EA 0659-118 SIGNAL HEAD AUXilIARIES (F & I) (BACK PLATES, 5 SECTION CLUSTER) 1 EA 0660-1-103 INDUCTIVE lOOP DETECTOR (TYPE 3) 6 EA 0660-2-106 lOOP ASSEMBLY (TYPE F ) 6 AS 0665-13 DETECTOR PEDESTRIAN (FURNISH & INSTAll) (DETECTOR WITH SIGN ONLY) 4 EA 0670-5-130 TRAFFIC CONTROllER ASSEMBLY (ACTUATED SOLID STATE) (F & I) (SPECIAL) 2 AS 0690-1 0 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 6 EA 0690-20 REMOVE PEDESTRIAN SIGNAL 4 EA 0690-33-1 POLE REMOVAL (DEEP) (DIRECT BURIAL) 20 IF 0690-50 CONTROllER ASSEMBLY REMOVAL 1 EA 0690-80 SPAN WIRE ASSEMBLY REMOVAL 0 EA 0690-90 CONDUIT & CABLING REMOVAL 1 PI 0690-100 SIGNAL EQUIPMENT, MISCELLANOUS REMOVAL 1 PI 0699-1-1 SIGN, INTERNAL IllUMINATED STREET NAME 4 EA 5043 ITIATMS CONDUIT 2500 LF 5044 IT/ATMS PUlLBOX 12 EA TOTAL TRAFFIC SIGNALIZATION SUB-TOTAL ITEM NOS. 1000, 2000, 4000, 6000, 7000, 8000, 9000, 9100,9200,9400, 1??oo, FOOT 10% CONTINGENCY OF ITEM NOS. 1000,2000,4000,6000,7000, 6000,9000,9100,9200,9400, 10000, FOOT TOTAL OF ITEM NOS. 1000, 2000, 4000, 6000, 7000, 6000, 9000, 9100, 9200,9400, 10800, FOOT . 22 11.20. REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xls 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 3000 DRAINAGE 3002 INSTALL STORM MANHOLE 6' DIA 0 EA 3005 INSTALL STORM INLET FDOT TYPE 3J (SUMP) PRECAST 9 EA 3006 INSTALL STORM INLET FDOT TYPE 3J (SUMP) CAST-IN-PLACE 1 EA 3007 INSTALL STORM INLET FDOT TYPE 3J (SUMP) SPECIAL 2 EA 3008 INSTALL STORM INLET FDOT TYPE 4J MODIFIED 2 EA 3009 INSTALL STORM INLET FDOT TYPE 4J. (SUMP) PRECAST 9 EA 3010 INSTALL STORM INLET FDOT TYPE 4J (SUMP) CAST-IN-PLACE 2 EA 3011 INSTALL STORM INLET FDOT TYPE 5 1 EA 3012 INSTALL STORM INLET FOOT TYPE 10 W/CAST IRON GRATE 0 EA 3013 INSTALL STORM INLET FDOT TYPE 9 W/SPECIAL CAST IRON GRATE EA 3014 INSTALL STORM INLET FDOT TYPE 10 W/SPECIAL CAST IRON GRATE 0 EA 3015 INSTALL DITCH BOTTOM INLET TYPE A (SUMP) PRECAST 1 EA 3016 INSTALL YARD DRAIN TYPE 1 2 EA 3017 CONFLICT STORM MANHOLE 4' DIA 1 EA 3019 CONFLICT STORM MANHOLE 6' DIA 1 EA 3020 RECONSTRUCT MANHOLE 1 EA 3025 DEWATER STORM SEWER TRENCH 0 LF 3026 STORM TRENCH PAVEMENT REPLACEMENT 269 LF 3027 UNDERDRAIN TYPE CLEANOUT ON ROOF DRAIN 1 EA 3028 RECONNECT ROOF DRAINS 0 EA 3032 INSTALL STORM SEWER 12" PVC 15 LF 3033 INSTALL STORM SEWER 14" DIP 209 lF 3034 INSTALL STORM SEWER 16" DIP 217 LF . 3035 INSTALL STORM SEWER 15" RCP 628 LF 3036 INSTALL STORM SEWER 18" RCP 308 LF 3037 INSTALL STORM SEWER 24" RCP 387 lF 3038 INSTALL STORM SEWER 30" RCP 322 LF 3039 INSTALL STORM SEWER 24" X 38" ERCP 0 lF 3040 INSTALL STORM SEWER 36" RCP 640 LF 3044 CONNECT TO EXISTING STORM STRUCTURE OR PIPE 4 EA 3049 STORM SEWER PIPE BEDDING NO. 57 STONE 34 CY 3050 NUTRIENT SEPARATING BAFFLE BOX 1 EA SUB-TOTAL DRAINAGE DRAINAGE 10% CONTINGENCY TOTAL DRAINAGE . 23 11.20 - REVISED CONTRACT OOCUMENT8-SEC III ~D SUMMARY.. 11/28/2006 . . . BEACH WALK PHASES 2, J 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 DESCRIPTION CONTRACT # ITEM NO. PRICE 5000 5001 5002 5003 5004 5005 5013 5014 5015 5016 5017 5018 5026A 5027 5028 5031 5033A 5034A 5035 5036 5045 5046 5051 5007 5008 5009 5010 5024 5025 5026B 5032 5033B 5034B 5011 5012-A 5012-B 5033C 5034C 5038 5039 5040 5041 5042 UTILITIES WATER INSTALL WATERMAIN 2" - POLY INSTALL WATERMAIN 4" - PVC INSTALL WATERMAIN 6" - PVC INSTALL WATERMAIN 8" - PVC INSTALL WATERMAIN 8" - DIP INSTALL FIRE HYDRANT ASSEMBLY INSTALL WATER VALVE 4" INSTALL WATER BALL VALVE 2" W/BOX INSTALL RESILIENT SEAT GATE VALVE 6" INSTALL RESILIENT SEAT GATE VALVE 8" INSTALL RESILIENT SEAT GATE VALVE 8" DUCTILE IRON FITTINGS WATER TAPPING SLEEVE AND VALVE 6" TAPPING SLEEVE AND VALVE 8" CONNECT TO EXISTING WATER RECONNECT EX. WATER SERVICE < 10 FT RECONNECT EX. WATER SERVICE PIPING> 10 FT UTILITY SERVICES CONNECTION TO METER REMOVE FIRE HYDRANTS WORK AROUND UTILITY CONFLICT COORDINATION WITH FRANCHISED UTILITIES RECONNECT FIRE LINE SUB-TOTAL WATER WATER 10% CONTINGENCY TOTAL WATER RECLAIMED INSTALL RECLAIMED WATER MAIN 2" PVC INSTALL RECLAIMED WATER MAIN 6" PVC INSTALL RECLAIMED WATER MAIN 12" PVC INSTALL RECLAIMED WATER MAIN 12" DIP INSTALL RECLAIMED WATER VALVE 6" INSTALL RECLAIMED WATER VALVE 12" DUCTILE IRON FITTINGS RECLAIMED CONNECT TO EXISTING RECLAIMED WATER RECONNECT EX. RECLAIMED WATER SERVICE < 10 FT RECONNECT EX. RECLAIMED WATER SERVICE PIPING> 10 FT SUB-TOTAL RECLAIMED RECLAIMED 10% CONTINGENCY TOTAL RECLAIMED SEWER REMOVE AND REPLACE SANITARY - 8" INSTALL SANITARY LINE - 10" INSTALL SANITARY LINE - 12" RECONNECT EX. WASTEWATER SERVICE < 10 FT RECONNECT EX. WASTEWATER SERVICE PIPING> 10 FT UTILITY PIPE TO BE REMOVED <1= 10" DIA UTILITY PIPE TO BE REMOVED >1=10", 20" UTILITY PIPE TO BE ABANDONED IN PLACE <1= 10" DIA UTILITY PIPE TO BE ABANDONED IN PLACE 10", <20" DIA ADJUST SANITARY MANHOLES SUB-TOTAL SEWER SEWER 10% CONTINGENCY TOTAL SEWER TOTAL UTILITIES (WATER, RECLAIMED, SEWER) 11.20 - REVISED CONTRACT DOCUMENTs-5eC III am SUMMARY.. 24 2668 158 o 3209 180 6 6 30 1 o o 47 o 2 6 7 30 o 1 o 1 1 25 673 318 85 1 3 23 4 5 30 880 o o 7 30 1880 100 1140 o 5 LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA LF EA EA LS LS EA LF LF LF LF EA EA EA EA EA LF LF LF LF EA LF LF LF LF LF EA 11/28/2006 . . . BEACH WALK PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 EM O. PRICE DESCRIPTION CONTRACTOR: CONTRACT # BIDDER'S GRAND TOTAL $ (Numbers) BIDDER'S GRAND TOTAL $ (Words) THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. 25 11.20 - REVISED CONTRACT DOCUMENT8-SEC III BID SUMMARY.)de 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE ALTERNATES ALTERNATE 1 ADD SPECIALTY FINISH TO SAND/SEAT WALL (6012) 3200 LF CAST STONE CAP ON SAND/SEAT WALL (6013) 3200 LF ADD SPECIALTY FINISHES TO PLAZA SEAT WALL, 15" HT. (6019) 269 LF SUB-TOTAL AL TERNA TE #1 AL TERNA TE 1 - 10% CONTINGENCY TOTAL ALTERNATE #1 ALTERNATE 2 SAW CUT FOR CROSSWALK 555 LF SUBGRADE PREPARATION UNDER TYPE 10 BASE 344 SY 10" COLORED CONCRETE AT CROSSWALKS B479 (6004) 3100 SF 12" WIDE SHELL AGGREGATE SANDBLASTED AT CROSSWALKS (6005) 765 LF 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE (6006) 6600 LF 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRAIL INSTEAD OF STRIPING (6007) 2270 LF 12" WIDE SHELL AGGREGATE SANDBLASTED BAND, PERIMETER OF ICONS AT BEACH ENTRANCES (6006) 560 LF SAND BLAST PAVING AT BEACH ENTRANCES, 9 ICONS (6010) 500 SF CONCRETE ACCENT PIERS W/CAST STONE CAP (6046) 27 EA TILE BAND ON ACCENT PIER (6049) 27 EA SUB-TOTAL AL TERNA TE #2 ALTERNATE 2 -10% CONTINGENCY TOTAL ALTERNATE #2 . ALTERNATE 3 INSTALL PHOENIX DACTYLlFERA MEDJOOL, 12' CT PER PBSJ DESIGN INSTEAD OF SABAL PALMS (9103) 51 EA DOUBLE LANDSCAPE QUANTITIES INSTEAD OF 50% PLANTlNGS AS QUANTIFIED - ALTERNATE PRICES SHOULD BE INDICATIVE OF TOTAL UNIT PRICE FOR DOUBLING QUANTITIES ADD 9000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' O.A., SEE PLANS FOR HEIGHT 249 EA 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA 9104 COCCOLOBA UVIFERA, 7 GAL. 262 EA 9105 PHOENIX ROEBELENII 60 EA 9106 IVA IMBRICATA, 7 GAL., 5' HT. 23 EA 9107 L1VISTONIA CHINENSIS, 12' C.T. 25 EA 9106 SABAL PALMETTO, 16' C.T., MATCHED 24 EA 9109 TREE GRATE TYPE A 9109 6 EA 9200 SHRUBS AND GROUND COVER 9201 AGAVE ATTENUATA, 3 GAL. 125 EA 9202 ARACHIS PINTOI, 4" POT 95 EA 9203 HELIANTHUS DEBILlS, 4" pot. 767 EA 9204 ILEX VOMITORIA 'NANA', 3 GAL 416 EA 9205 IPOMOEA PES-CAPRAE 1 GAL. 293 EA 9206 PENNISETUM SETACEUM, 3 GAL. 1136 EA 9207 RAPHIOLEPSIS INDICA, 3 GAL. 394 EA 9206 RUSSELIA EQUISETIFORMIS, 3 GAL. 39 EA 9209 RUSSELIA SARMENTOSA, 3 GAL. 341 EA 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 150 EA 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 150 EA 9212 SPARTINA BAKERII, 3 GAL. 1952 EA 9213 SPOROBULUS VIRGINICUS, 1 GAL. 188 EA 9214 STRETLlTZIA REGINAE, 10 GAL. 145 EA 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. 641 EA 9216 UNIOLA PANICULATA 563 EA 9217 YUCCA FILAMENTOSA 323 EA 9216 ZAMIA PUMILA, 7 GAL. 24 EA . 9219 SOD (SEASHORE PASPALUM) 42750 SF 9220 MULCH 200 CY 9221 WALKWAY LIGHTING 0 LF 26 11.20 - REVISED CONTRACT DOCUMENTs-sEC III BID SUMMARY.xls 11/26/2006 BEACH WALK PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 CONTRACT # . ITEM NO. DESCRIPTION PRICE TOTAL SUB-TOTAL ALTERNATE #3 ALTERNATE #3 -10% CONTINGENCY TOTAL ALTERNATE #3 ALTERNATE 4 NORTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LETTERING (8024) 17 LF SOUTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LETTERING (8025) 8 CY RETAINING WALL AT SOUTH GATEWAY (8015) 11 CY S.S. SIGN PANEL W/LASER CUT-OUT LETTERS (8016) 1 LS SUB-TOTAL ALTERNATE #4 AL TERNA TE #4 - 10% CONTINGENCY TOTAL ALTERNATE #4 ALTERNATE 5 S.S. NAUTILUS SCULPTURE AT NORTH GATEWAY (8017) 1 LS TENSION MEMBRANED SHADE STRUCTURES (8022) 5 EA UPGRADE CITY STANDARD DRINKING FOUNTAINS TO PBSJ DESIGN (8023) 6 EA UPGRADE CITY STANDARD SHOWERS TO PBSJ DESIGN (8027) 9 EA UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE A, CAST ALUMINUM SECURED TO CONCRETE BASE (8030) 3 EA UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE B (8031) 11 EA UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE C (8032) 2 EA UPGRADE CITY STANDARD WASTE RECEPTACLES TO PBSJ . DESIGN, CAST ALUMINUM WITOP COVER (8033) 59 EA UPGRADE CITY STANDARD BICYCLE RACKS TO PBSJ DESIGN, WElLE CIRCULAR RACK W/POWDER COAT FINISH (8034) 66 EA TREE GRATES ALONG HIKE/BIKE TRAIL, PROMENADE AND AT BEACH ENTRANCES (8035) 15 EA GAME BOARD PlAZA CERAMIC TILE CHESS/CHECKER BOARD (8037) 6 EA GAME BOARD PlAZA CERAMIC TILE BACKGAMMON BOARD (8038) 4 EA GAME BOARD PlAZA S.S. SCULPTURE (8039) 1 LS SUBGRADE PREPARATION UNDER TYPE 6 BASE (4029) 111 SY 6" COLORED CONCRETE @ GAME BOARD PlAZA (8001 B) 1000 SF PlAZA SEAT WALL (15" HT., C.I.P. CONC) (8012) 142 LF SUB-TOTAL ALTERNATE #5 ALTERNATE #5 -10% CONTINGENCY TOTAL ALTERNATE #5 . 27 11.20 - REVISED CONTRACT DOCUMENT8-SeC III BID SUMMARY.xIs 11/28/2006 . . . BEACH WALK PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Responses up to Question Series 9 Date: November 20, 2006 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE CONTRACT # ALTERNATE 6 CAST STONE PLANTER TYPE A (8050) CAST STONE PLANTER TYPE B (8051) CAST STONE PLANTERTYPE C (8052) 13 13 2 EA EA EA SUB-TOTAL ALTERNATE #6 ALTERNATE #6 - 10% CONTINGENCY TOTAL ALTERNATE #6 AL TERNA TE 7 SUBGRADE PREPARATION UNDER TYPE 6 BASE (4029) 424 SY PlAZA SEAT WALL (15" HT.. C.I.P. CONC) (8012) 147 LF 6" COLORED CONCRETE AT SUNDIAL PlAZA (8018) 3820 SF SUNDIAL PlAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON (8020) 1 LS SUNDIAL PlAZA INTERACTIVE FOUNTAIN (8021) 1 LS INSTALL YARD DRAIN-TYPE 1 (3016) 4 EA INSTALL STORM SEWER-12" PVC (3032) 204 LF SUB-TOTAL ALTERNATE #7 ALTERNATE #7 -10% CONTINGENCY TOTAL ALTERNATE #7 ALTERNATE 8 LANDSCAPE SPOT LIGHTING (8040) 8 EA ELECTRICAL WORK TO CONNECT THE LIGHTS TO A PANEL AND METER CONNECTION. (8041) 1 LS BLUE LED LIGHTING FOR GATEWAY SIGNS (8045) 155 LF WHITE LED LIGHTING FOR GATEWAY SIGNS (8046) 90 LF UPLlGHT TYPE A (8047-A) 108 EA UPLlGHT TYPE B (8047-B) 45 EA SUB-TOTAL AL TERNA TE #6 ALTERNATE #6 -10% CONTINGENCY TOTAL ALTERNATE #6 ALTERNATE 9 CONSTRUCTION OF 2ND STREET CURB & GUTTER 442 LF CURB INLETS 2 EA STORM PIPE (36 INCH RCP) 0 LF BEDDING STONE 0 CY PVC WATER LINE 0 LF 8"-22.5 BENDS 0 EA 8" VALVE 0 EA PAVING 12" - TYPE B BASE 884 SY 8" CRUSHED CONCRETE 884 SY 1 ''TYPE S-3 884 SY FINISH GRADING 884 SY STRIPING STOP BAR 2 EA STOP SIGNS 2 EA 6"DOUBLE YELLOW 270 LF ARROWS 4 EA 6"SOLlD WHITE 68 LF 6" SKIPPED WHITE 130 LF LAYOUT LS MATERIAL TESTING LS MOT LS EROSION CONTROL LS DEMO LS SUB-TOTAL ALTERNATE #9 ALTERNATE #9 -10% CONTINGENCY TOTAL ALTERNATE #9 TOTAL ALTERNATES WI CONTINGENCIES 28 11.20 - REVIseD CONTRACT DOCUMENT5-SEC III BID SUMMARY.. 11/28/2006 . . . PBS' ., BEACHW ALK PHASE II, III, & IV NEW BID DATE NOVEMBER 28, 2006 LAST DAY FOR QUESTIONS NOVEMBER 18, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO.8 November 15, 2006 David Nelson Construction Co. Questions of 11-15-06 We ask that you address the following: 1. Please refer to Addendum No.1, Section C "Change in Plans, No.1. It says to add new sheets (SP-14, LP-01, LP-02, and LP-03) on Sheet G-2, Sheet Index. This addendum included Sheet SP-14, however it did not include LP-O 1, LP-02 or LP-03, and they were not in the original set. Should we have these sheets? Please advise. 1 A. There are no Sheets LP-01, LP-D2 7 LP-03. At the time we drafted Addendum No.1 it was proposed to have the Beach hiking trail lighting on a set of plans, but after reviewing the time frame for the preparation and the length of time to implement a full design, it was canceled. Instead of a set of plans, it was decided to provide a performance spec and bid quantities for the bidding process. Thank you, we hope we have been helpful, the question and answer session has been extended to November 18th if it is needed. We wish you all good luck, see you all Tuesday November 28,2006, unless otherwise noted. C:\Documents and Seltings\13814\Local Seuings\Temporary Internet Files\OLK30\Bidders Answers Series NO.8.doc Page 1 of 1 . . . PHS' ., BEACHW ALK PHASE II, III, & IV NEW BID DATE NOVEMBER 28, 2006 LAST DAY FOR QUESTIONS NOVEMBER 18, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO.7 November 14, 2006 David Nelson Construction Co. Questions of 11-13-06 While the dei:i_dline for ql:l~l:ltions has p~ssecl, weJequ~st that you address the following questions as they only address the addendum you issued after the deadline you gave us. 1. Item 8012 has a revised quantity of 3200 LF, but we do not recall any mention of this revision in your response to bidder's questions. Is this a correct quantity? 1A.ltem 8012, 3200 LF is correct, when adjusting the prepared base for the Hardscape changes due to FDEP B&CS Permit Conditions the correlation between Item 4028 and 8012 was adjusted to a new length. 2. Item 8041 is indicated in your latest response to have a quantity of 1 LS, but your revised bid sheet has a quantity of O. Which is correct? 2A.ltem 8041, in the Base Bid should be 0 LS, It was made part of Alternate 8. Also Item 8040, in the Base Bid should be 0 EA, it was made part of Alternate 8. 3. In the water section, item 5026A has a quantity of 0 on the bid form, but your response to bidder's questions indicates it should have a quantity of 47. Which is correct? 3A.ltem 5026A should be 47 EA, Must have not sent the corrected version. 4. In the water section, Item 5045 has been changed in the bid form to 1 LS from 23 each. This was not mentioned in the response to bidder's questions. As a matter of fact, the response to bidder's questions indicates that deleting the item is being considered. We believe the item should be deleted as it cannot be quantified based on the information provided on the plans. 4A.lt was decided in response number 6 to delete this item and use unit prices in the bid quantity to make conflict adjustments. 5. In the reclaimed section, Item 5026B has a quantity of 0 on the bid form, but your response to bidder's questions indicates it should have a quantity of 23. Which is correct? SA. Item 5026B should be 23 EA, Must have not saved the corrected version. C:\Documents and Settings\ 13814\Local Settings\Temporary Internet Files\OLK30\Bidders Answers Series No.7.doc Page 1 of 2 . . . PBS' .J 6. In alternate #1, the quantity for 8012 has been changed to 3200 LF on the revised bid form, but this was not addressed in your response to bidder's questions. Is this quantity correct? 6A.ltem 8012, 3200 LF is correct, this was changed to correlate with item 4028 and 8012, in the Base Bid. 7. In alternate #1, the quantity for 8013 has been revised to 3200 LF, which is consistent with your response to bidder's questions however it is not highlighted in red to indicate that it has been changed. Should it have been highlighted in red? 7 A.ltem 8013, 3200 LF is correct, this item was changed to correlate with item 8012, in the Base Bid. Based on these questions the only change to the last Bidders Proposal Form is the following: a. 5026A, changed from 0 to 47 EA; b. 5026B, changed from 0 to 23 EA; c. 5045, changed from 1 to 0 LS; and d. 8040, changed from 8 to 0 EA, as part of Alt 8. Thank you, we hope we have been helpful, this closes the question and answer session of the bid process except as noted. We wish you all good luck, see you all Tuesday November 28, 2006, unless otherwise noted. C:\Documents and Settings\13814\Local Settings\Temporary Internet Files\OLK30\Bidders Answers Series No.7.doc Page 2 of 2 . . . PBSI BEACHW ALK PHASE II, III, & IV REVISED BID DATE NOVEMBER 28, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO.6 November 13, 2006 Westra Construction Corp. Questions of 11-8-06, and 11-9-06 We are in need of further clarification on the following in preparation of our bid: 14. Per Piazza, Inc. the Type A and Type S Sollards are no longer available in stainless steel. They offer polished aluminum. Please advise. 14A. Per Piazza, Inc. the original statement that stainless steel bollards are not available was incorrect. Stainless Steel bollards are available for ordering. 16. Please elaborate on the measurement and payment for bid item 5045. To be fair this should be dealt with during construction, as it is not possible to bid something that cannot be quantified. 16A. Bid Item 5045 - Work Around Utility Conflicts, 52 Ea. - should be deleted for the Bid List. 24. Due to the amount of questions that need to be answered and the amount of time invested for bidders to communicate your responses to the suppliers/subs and still prepare a competitive/responsible bid, can the bid opening date be postponed by one week? Please advise. 24A. As requestedlt, the City had agreed to postpone the Bid Opening to Tuesday, November 28 , 2006 at 1 :30pm. Thank you, we hope we have been helpful. We wish you all good luck. See you all Tuesday, November 28th, 2006 at 1 :30pm, unless otherwise noted. C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.6.doc Page 1 of 1 . . . nDC.i' I-~J BEACHW ALK PHASE II, III, & IV BID DATE NOVEMBER 16, 2006 LAST DAY FOR QUESTIONS NOVEMBER 9, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO.5 November 10,2006 Westra Construction Corp. Questions of 11-8-06, and 11-9-06 We are in need of further clarification on the following in preparation of our bid: 1. Seeing that the irrigation is broken down into phases and the Ia.ndscape items are not, is it the City of Clearwater's intent to install all of the landscaping for all phases at one time? Please clarify. 1.A The intent of the design is to complete the Landscaping with each Phase. The Irrigation System was not itemized for the bid form, and therefore was considered as Lump Sum by Phases within the Phase limits shown on the plan. The Quantity take-off of the Irrigation System is left to the contractor. The Landscaping materials will be selected by the City during construction from those listed on the bid form and shown on the plans by Phases. This is to be considered for the Base Bid. If Alternate 3 is selected, the Landscape plans can be constructed in full, and the City will not need to select which materials will be placed, it will be per the plans. We appear to be missing sheet 84 from the bid set of drawings. 2. 2A. Sheet No. 84 is also Sheet No. SD-9 NSBB #2, which has been transferred to Phase I per City request, and will not be part of this Phase II. On Sheet G-2 Index, please cross through Sheet No 84, SD-9 New NSBB Details and mark N.I.C. 3. Bid item #5033 appears to be for reconnection of disturbed water lines as where under the sewer section there is only a pay item for clean-outs and no item for reconnection of disturbed sewer lateral piping. Please clarify and advise. 3A. After consulting with the more complex service connection problems on Phase I, it is proposed to set-up two bid items for each service connection. The first bid item shall be the main line tap or fitting, ten (10) feet or less of service piping, and the termination connection to the individual service, as a meter or Clean-out measured as EACH. The second shall be for the actual lineal feet of pipe equivalent to the existing service size, extending greater than ten (10) feet, measured as LINEAL FEET (LF). Make the following corrections or additions to the Water Bid Items 5033A, 5034A, and 5035; 5033A RECONNECT EX. WATER SERVICE < 10 FT 7 EA 5034A RECONNECT EX. WATER SERVICE PIPING> 10 FT 30 LF 5035 UTILITY SERVICES CONNECTION TO METER 0 EA Make the following corrections or additions to the Reclaimed Bid Item 5033B, and 50348; and C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.5.doc Page 1 of 7 . . . rIDe., I-~, 5033B RECONNECT EX. RECLAIMED WATER SERVICE < 10 FT 5 5034B RECONNECT EX. RECLAIMED WATER SERVICE PIPING> 10 FT 30 LF Make the following corrections or additions to the Wastewater Bid Item 5033C, and 5034C. 5033C RECONNECT EX. WASTEWATER SERVICE < 10 FT 5034C RECONNECT EX. WASTEWATER SERVICE PIPING> 10 FT The Project Specifications Section VI Article 33 .3 and 33.4 shall be changed to the following: 33.3 Method of Measurement The method of measurement for the installation of a utility service connection shall be for two pay items. The first bid item shall be the main line tap or fitting, ten (10) feet or less ()f service piping, and the termination connection to the individual service, as a meter or Clean-out measured as EACH. The second shall be for the actual lineal feet of pipe equivalent to the existing service size, greater than ten (10) feet, measured as LINEAL FEET (LF). 33.4 Method of Payment Payment shall be made at the contract unit price per EACH of RECONNECTION EX. WATER SERVICE < 10 FT; RECONNECTION EX. RECLAIMED WATER SERVICE < 10 FT, or RECONNECTION EX. WASTEWATER SERVICE < 10 FT, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price per LINEAL FEET of RECONNECTION EX. WATER SERVICE PIPING> 10 FT; RECONNECTION EX. RECLAIMED WATER SERVICE PIPING> 10 FT, or RECONNECTION EX. WASTEWATER SERVICE PIPING> 10 FT, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 4. Same concerns for reconnection or adjustment of reclaimed water services. 4A. See response to Westra Question No.3 above 5. Will Progress Energy provide electrical service to each meter location for the electrical components in the hardscape? If not, where is the power service to be run from and who is responsible for costs to bring service to each meter location? We would also need to know routing and sizing of conduits as well as any costs Progress Energy may charge if the contractor would be responsible. If costs cannot be determined perhaps a contingency could be established to be fair to all bidders. SA. The intent of the design is to have Progress Energy furnish and install their own conduits as needed for the franchised utility services. Electrical Lighting and Power facilities owner by the City will have 2" PVC Conduit furnished and installed by the Contractor as part of the Base Bid. All Conduit before the meter will be Progress Energy, all conduit installed after the meter will be the City's. A Bid Item number 8044 CONDUIT (FURNISHED & INSTALL) UNDERGROUND has been added to the Hardscape Bid Item Series. Conduits are to be installed at the location noted during construction prior to paving, including the service to Hardscape Metered Facilities. Add a Bid Item to the Base Bid of the Hardscape Series as Follows: 8044 ICONDUIT (FURNISH & INSTALL) UNDERGROUND ~9_1 LF C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.5.doc Page 2 of 7 . . . PHS' J Progress Energy meter locations are to be located at the following to provide metered power service to the city Lighting or power service. The amount of 2" Conduit required to provide electrical connections to the lighting and power systems is identified. a. South Gateway Sign and Sculpture Spot Light - 30 LF b. Three (3) Wave Seat Areas south of Fifth Street for the up-lighting -100 LF c. Game Board Plaza Lighting and Sculpture Spot Light - 120 LF d. Three (3) Wave Seat Areas north of Game Board Plaza up-lighting -100 LF e. One (1) Wave Seat Area south of the Hyatt Resort up-lighting - 80 LF f. Sundial Plaza Lighting and fountain pump electrical service -160 LF g. Four (4) Wave Seat Areas north of Second Street for up lighting - 200 LF h. North Gateway Sign Lighting - 100 LF New Bid Items were added to Alternate No.8 for the lighting, to provide the electrical connection of all the lights as noted on the plans. LANDSCAPE SPOT LIGHTING 8040 8 EA ELECTRICAL WORK TO CONNECT THE LIGHTS TO A 1 LS PANEL AND METER CONNECTION. 8041 6. Will all of the water fixtures that are a part of the hardscape need to be installed by a licensed plumber? Will a plumbing permit need to be obtained and who will be responsible for the cost? 6A Based on the response from the City Plumbing Department the licensed requirement, permit and cost concerns will be required as follows: a. The water fixtures, tied into the potable water system, will need to be installed by a licensed plumber. b. A plumbing permit will be required. c. If the fixture is on City property for a City project, there will be no permit fees. 7. The quantity for bid item 3025 appears to be understated considering the footage of storm sewer listed in the drainage section. Also, Item 12 of section VII on page 9 of the Technical Specifications states that dewatering be included in the unit price bid per lineal foot of pipe. Please advise. 7 A It was anticipated that the dewatering would be needed on only a portion of the Storm Sewer. The shallow portions would not needed dewatering. Since the specifications covers the dewatering as part of the installation and is incidental to the Storm Sewer installation, Change Bid Item # 3025 to as follows: I. 0 I LF 3025 IDEWATER STORM SEWER TRENCH 8. There is 16" sanitary shown on sheet UT-16 that does not appear on the bid form. Please advise. C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.5.doc Page 3 of 7 . . . PBS' ., 8A Sheet UT-16 is the Sheet for utility improvements on Fifth Street from Station 510+50 to 512+20. The 16" Sanitary Sewer lines on this Sheet are in Phase I. Please shade the Area of Improvements shown for Hamden Drive at Fifth Street intersection as in Phase I work. There are no Utility Improvements proposed for Fifth Street. Therefore there is no 16" Sanitary Sewer on the bid form. 9. We cannot find any specifications for the enhancements of the Life Guard Station (re- facing and painting). Please advise. 9A. There were none. The removal of the canopy at the ticket booth will leave a portion of the Life Guard Station need of repair. The eve and siding would have to be replaced in like materials and the entire exterior repainted in exterior latex, in a color selected during construction. Payment is made as part of the Conopy Removal. Attached are two pictures of the Life Guard Station that may help to understand the minor repair needed. (BWD 92904 006 and 018) 10. Item 23 of the Instructions to Bidders appears to be in conflict with Item 18. Will the contract be awarded on the base bid or the base bid plus selected alternates? Please advise. 10A. The Contractor will be awarded on the Base Bid only. Art 18.4 of the Instruction to Bidders has been modified as follows: 18.4 Award of contract will be based on the base bid only and an evaluation of the alternate bid items made and selected in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. 11. In consideration of the HUD funding, are there any additional forms to be filled out or other information that needs to be submitted or accompanied with each bid? Please advise. 11 A. The Forms needed for the Federal funding are included in the Contract Documents. 12. Will the electronic version of the bid form be updated to reflect revisions made via "responses to questions" and any issued Addenda? Please advise 12A. The complexity of the Bid Item modifications makes it necessary to issue a new Bidders Proposal Form. It is attached. Item modified by these contractor questions are in red. 13. Item 9 of Section II, Instructions to Bidders, states that the amount of subcontract work shall not exceed 50% unless approved by the engineer. When considering the amount of Landscaping and the Hardscape work, there will most certainly be more than 50% of the contract dollars completed by subcontractors. Please review and advise. 13A. This Percent of Work will only apply to the Base Bid, Article 9 has been revised as Follows: 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the Contractor in the completion of the Work. The amount of subcontract work shall not exceed fifty percent (50%) of the Base Bid Work except as may be specifically approved by the Engineer. If the Engineer, after due C:\Documents and Settings\13814\Desktop\Bidders Answers Series No.5.doc Page 4 of 7 . . . PHS' ., investigation, has reasonable objection to any proposed Subcontractor, supplier, other person or organization, he may, before recommending award of the Contract. 14. Per Piazza, Inc. the Type A and Type B Bollards are no longer available in stainless steel. They offer polished aluminum. Please advise. Pending - still under advisement. What kind of box does the City want for Bid item 5015. Also what kind of ball valve? Please clarify. 14A. 15. 15A. When the City of Clearwater Technical Specifications or the Project Specifications do not cover Material Items, the Pinellas County Utility Materials Specification Manual shall govern. See Pinellas County Specification A-3.1, 0-2, and G-6.2 for the 2" potable water service to the beach showers and drinking fountains. 16. Please elaborate on the measurement and payment for bid item 5045. To be fair this should be dealt with during construction, as it is not possible to bid something that cannot be quantified. 16A. Pending - still under advisement. 17. Where are costs to be placed for the 3" crushed concrete base under the 10" colored concrete at the crosswalks? (RD-2) Please advise. 17A. Quantities and Bid Items have been adjusted for the intent of the design, they are shown in red. The Base Bid will have no concrete crosswalks, they will be striped per the SM series plans. Alternate No.2 will install colored concrete crosswalks. If Alternate No.2 is authorized at the time of award, (a) the concrete crosswalks can be Installed prior to paving, or (b) after paving. If Alternate No.2 is authorized later as a change order, method (b) would be implemented. In either method the 3" Crushed concrete base would not be there under method (a), and would already be there under method (b). Therefore, there is no 3" Crushed Concrete Base. Since this is a unit Price contract the contractor will get paid for what is installed and approved. Under Alternate method (b) there would be 344 SY of Pavement to be removed to a depth of 10". 18. We do not find sufficient information to bid the electrical portion of the hardscape/ landscape. While locations of light fixtures are shown, conduit runs / diameters, wire sizing, etc. are not shown. Please advise. 18A. See response to Westra Question No.5 above 19. In consideration of the Type 4, Type 6, Type 8, and Type 10 base details shown on RD-1 of the drawings for colored or plain concrete, will these be increased with the different alternates that get added ( bid items 4028-4031? The quantities listed on the bid form do not match those stated in the hardscape section of the base bid for colored concrete. Would the City consider deleting these pay items and making them incidental to thier respective pay item for concrete construction (ie: 4" sidewalk, 6" driveway concrete, and each colored concrete item) in both the base bid and the alternates? Please advise. 19A. The intent of the design was to have the Civil Drawings (DP, RP, ST, UT, and SM Series) Design the base material and the Planner Drawings (HS, LS, and IR Series) Design the surface material. This would allow the depth of the surface material to vary based on the Planner's design. The Civil Design would provide typical Bases for 4",6",8", and 10" depth surfaces. The coordination did not carry through to the C:\Documents and Settings\ I 3814\Desktop\Bidders Answers Series NO.5.doc Page 5 of 7 . 20. 20A. 21. 21A. 22. 22A. 23. 23A. . 24. PHS' ." quantities following separating Phases resolving permitting agency's concerns, and alternate bid items. The coordination has now taken place and the New 11-10- 06 Bidders Proposal Form reflects those corrections as noted in red. The bid quantities for the landscape items are not matching the plant list on the plans even when taking Alternate 3 into consideration, please review and advise. Bid Items are for identifying a unit price for the plant material, and a responsible contractor, the actual amount of plant material installed and accepted will be paid for. Changes may be made during Construction. What size Sabal Palms are required for bid item 9103 in the base bid? The Range for Sabal Palms (SP) is 12' to 20' in the Bidders Proposal Form, and references the height as shown on the plans. No matter the height specified on the plans, the payment is for EACH in the range noted in the Bidders Proposal Form. The quantities for the planters shown on LD-3 do not match what is shown for Alternate #6 on the bid form, please review and advise. Alternate No.6 has been adjusted to agree with the Landscape Plans Sheet No. LD-3. Type A Pots - 13, Type B Pots - 13, and Type C Pots - 2. How will payment for the plant materials be handled for Alternate #6? Alternate No.6 will be based on a one time planting scheme depending on season the project is accepted. The word Contractor in the third note on Sheet LD-3 means the maintenance contractor or city who will be maintaining the plants following construction. The Project contractor shall warrantee the planted pots for one season. Any modifications to this method can be made during construction by a change directive. Due to the amount of questions that need to be answered and the amount of time invested for bidders to communicate your responses to the suppliers/subs and still prepare a competitive/responsible bid, can the bid opening date be postponed by one week? Please advise. 24A. Pending - still under advisement. David Nelson Construction Co. Questions of 11-9-06 We ask that you address the following questions: 1. According to drawing HD-6 the Sand Walls are N.I.C.; however there is a pay item number 8014 on the proposal for these walls. Please clarify. 1 A. Sand Walls were removed from the drawings per the FDEP B&CS CCCL permit, but were missed on the Bidders Proposal Form, This has been adjusted in red as zero (0) LF. 2. Please provide the location of the Precast Tree Grate Supports Pay Item 4033 and is there a detail on the drawings for this item? . C:\Documents and Settings\ 13814\Desktop\Bidders Answers Series No.5.doc Page 6of7 . 2A. PBSI This Bid Item was for those in Phase I, and was missed in the separation of Phases. There are no Precast Tree Grate Supports in Phase II, or III. The New Bidders Proposal Form has been adjusted in red, to zero (0) EA. 3. Drawing HD-11 indicates the Paver Grates are N.l.e.; however there is pay item for "Paver Grate-Type B number 8036. Please clarify. 3A. Paver Grates Type B were for use on Phase I, there are no PAVER GRATES TYPE B on Phase II, or III. The New Bidders Proposal Form has been adjusted in red, to zero (0) EA. 4. Please verify the quantity of pay item 8013 under Alternate 1 for the "Cast Stone Cap on the Sand/Seat Wall". This quantity is much greater than the quantity of the sand/seat wall. 4A. There was a typo on the amount of Sand/Seat Wall. The amount for Bidding has been adjusted to 3200 LF in red on New Bidders Proposal Form. 5. In the technical specs 41.2.2.3 FITTINGS & JOINTS it states only those fittings & accessories that are of domestic (USA) manufacture will be acceptable for use. There is only one manufacture still making mj fittings in the USA. All the rest are now of foreign manufacture. Using the domestic manufacturer limits the availability and increases the price for fittings and possibly ties up work if a fitting is not available when a conflict arises. Will you consider accepting a foreign manufacturer for all fittings and accessories to be used on this project? . 5A. Based on the Federal funding of the Project, we need to retain made in the USA for these Fittings. Please note: Westra Questions 14, 16, and 24 are pending information before answering, these will be forthcoming Thank you, we hope we have been helpful, this closes the question and answer session of the bid process except as noted. We wish you all good luck. See you all Thursday November 16, 2006, unless otherwise noted. . C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.5.doc Page 7 of 7 fIDe, .- .u.:t'J . BEACHW ALK PHASE II, III, & IV BID DATE NOVEMBER 16,2006 LAST DAY FOR QUESTIONS NOVEMBER 9, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO. 4a revised November 7, 2006 David Nelson Construction (DNC) Questions 11-06-06 In your latest response to series 4 questions you offered the following: 3. Where are the plans for the Alternate 9 items? They do not appear to be in our bid set. 3A.Alternate 9 are the improvements to Second Street from Station 550+60 to 552+93 end of Phase I, these improvements are shown on Roadway Plan Sheet RP- 14 and Signage and Pavement Markings Sheet SM-9, which should be in the Bid Set assembled by the City. On the plan sheets, please disregard the statement - "Shall be provided by Clearwater Beach Resort". . Question? The only problem is that neither SM-9 nor RP-14 show the drainage and/or utility work. Where is that work depicted in the bid documents? Answer: The underground of Second Street is part of Phase I. During Phase II Base Bid: Second Street will be constructed up to Station 550+60 with both underground and surface improvements, with the underground will extending to Station 551+15+/- and connect to Phase I Water and Storm lines. See Sheet RP-7, ST-7, and UT-7. Alternate No.9 1. Second Street will be improved with surface improvements only from Station 550+60 to Station 552+93 where it will connect to Phase I Improvements. The Subgrade will need to be brought to grade and the surface improvements constructed as shown on Sheet RP-14, and SM-9. Question? Then what are the bid items for storm pipe & structures as well as PVC waterline, fittings and valves in alternate 9 for? Answer: Please change the Bidders Proposal for Alternate No.9 from: . C:\Documents and Settings\l3814\Desktop\Bidders Answers Series NoAa revised. doc Page 1 of 2 PBSI . STORM PIPE (36 INCH RCP) to 365 LF STORM PIPE (36 INCH RCP) o LF BEDDING STONE 3 CY to Bedding Stone o CY PVC WATER LINE 261 LF to PVC Waterline o LF 8"-22.5 BENDS 4 EA to 8"- 22.5 Bends o Ea 8" VALVE 1 EA to 8" Valve o Ea . . C:\Documents and Settings\138 1 4\Desktop\B idders Answers Series NoAa revised. doc Page 2 of 2 . . . BEACH WALK PROJECT: PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions BEACH WALK PHASES 2, 3 & 4 CONTRACT # ITEM NO. TOTAL DESCRIPTION PRICE 1000 1002 1003 1004 1006 1007 1008 1010 1011 1012 1015 1016 1017 1018 1019 1020 ADMINISTRATIVE MOBILIZATION PHASE II MOBILIZATION PHASE III MOBILIZATION PHASE IV LAYOUT PHASE II LAYOUT PHASE III LAYOUT PHASE IV MATERIAL TESTING PHASE II MATERIAL TESTING PHASE III MATERIAL TESTING PHASE IV MAINTENANCE OF TRAFFIC PHASE II MAINTENANCE OF TRAFFIC PHASE III MAINTENANCE OF TRAFFIC PHASE IV CONTRACTOR/CITY OFFICE SPACE PROJECT SIGNS PROJECT CONTROL FENCE TOTAL ADMINISTRATION 11.14a - REVISED CONTRACT DOCUMENTS-SEe III 810 SUMMARY ~I-; 16 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 LS LS LS LS LS LS LS LS LS LS LS LS LS EA LS 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL . BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 2000 DEMOLITION 2001 EROSION CONTROL MANAGEMENT 1 LS 2002 DUST CONTROL-CALCIUM CHLORIDE (CONTINGENCY) 1000 TN 2003 DUST CONTROL-WATER (CONTINGENCY) 0 LS 2004 BALED HAY OR STRAW (CONTINGENCY) 0 LS 2005 FLOATING TURBIDITY BARRIER 115 LF 2006 INSTALL SILT FENCE 3600 LF 2007 SPECIAL EXCAVATION <1.0 FT 2150 CY 2008 SPECIAL EXCAVATION >1.0 FT 0 CY 2009 REMOVE ASPHALT PAVEMENT 26256 SY 2010 STANDARD MILLING TYPE B-CITY 505 SY 2011 STANDARD MILLING TYPE B-CONTRACTOR 0 SY 2013 REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS 666 SY 2014 REMOVE CONCRETE PAVEMENT 6" 1206 SY 2015 REMOVE ASPHALT PARKING STRIP 731 SY 2016 REMOVE EXISTING 2' CURB 6877 LF 2017 REMOVE EXISTING 0.5' CURB 2971 LF 2018 REMOVE SIDEWALK 4" 60483 SF 2019 ROUGH GRADING 44785 SY 2020 REMOVE EXISTING MANHOLE TYPE 1 AND FILL 5 EA 2021 REMOVE MANHOLE TYPE 2 RECONSTRUCT 1 EA 2022 REMOVE EXISITING INLET TYPE 1 AND FILL 9 EA 2023 REMOVE EXISITING INLET TYPE 2 RECONSTRUCT 3 EA 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT REPLACED 285 LF 2025 REMOVE EXISTING STORM SEWER <18" TYPE 2 REPLACED 132 LF 2026 REMOVE EXISTING STORM SEWER >18" TYPE 1 NOT REPLACED 320 LF . 2027 REMOVE EXISTING STORM SEWER >18" TYPE 2 REPLACED 210 LF 2030 BRICK AND MORTOR PLUG -15" 2 EA 2033 REMOVE EXISTING SHOWER AND WATER SERVICE 9 EA 2034 REMOVE LANDSCAPING TREES 185 EA 2035 REMOVE LANDSCAPING TREES - PALMS 18 EA 2036 REMOVE REGULATORY SIGNS 65 EA 2037 REMOVE EXISTING STREET LIGHT AND DISPOSAL 28 EA 2038 REMOVE EXISTING STREET LIGHTS AND DELIVER TO CITY 9 EA 2039 REMOVE EXISTING PARKING METERS 75 EA 2040 REMOVE, STORE, AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 LOT EA 2041 REMOVE, STORE, AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT 2 EA 2042 REMOVE, STORE, AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT 2 EA 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 PARKING LOT 1 EA 2044 REMOVE AND DELIVER AUTOMATIC GATE 2 EA 2045 REMOVE AND DELIVER TICKET BOOTH 1 EA 2046 REMOVE AND DELIVER TICKET DISPENSER 1 EA 2047 REMOVE CANOPY 1 LS 2048 REMOVE EXISTING DRINKING FOUNTAIN 12 EA 2049 REMOVE EXISTING METAL BENCH 9 EA 2050 SAW CUT EXISTING PAVEMENT AT CONNECTION 1942 LF TOTAL DEMOLITION . 17 11, 14a - REVISED CONTRACT DOCUMENTS-SEe III BID SUMMARY.~ls 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 4000 PAVING 4001 FINISHED GRADING 41207 SY 4002 OFFSITE BORROW IN PLACE 20379 CY 4003 INSTALL TYPE 1 CURB INDEX 101 8967 LF 4004 INSTALL STRAIGHT CURB INDEX 101 2420 LF 4005 INSTALL CONCRETE PIN CURB - 6" CITY INDEX 101 720 LF 4006 INSTALL 2' CONCRETE VALLEY GUTTER 420 LF 4007 CONNECT TO EXISTING CURB 21 EA 4008 4' BARRIER MEDIAN 130 LF 4009 4" CONCRETE ISLAND 125 SY 4010 PARKING LOT ASPHALT SEALER 12741 SY 4011 SURFACE COURSE - 1" 495 SY 4012 SURFACE COURSE - 2" 505 SY 4013 SURFACE COURSE - 3" 11862 SY 4014 INSTALL BASE COURSE - 6" 495 SY 4015 INSTALL BASE COURSE - 8" 505 SY 4016 INSTALL BASE COURSE -10" 11862 SY 4017 LEVELING BINDER 110#l1"/SY 66 TN 4018 SURFACE COURSE 5/8" 0 SY 4019 PREPARE SUBGRADE -12" 12908 SY 4020 CONCRETE SIDEWALK 4" 27086 SF 4021 WASTE RECEPTACLE PAD BASE PREPARATION 3' X 3' 54 EA 4022 BIKE RACK PAD BASE PREPERATION 66 EA 4023 CONCRETE DRIVEWAYS - 6" 1126 SY 4024 TOP SOIL 18927 SY 4027 SAW CUT FOR CROSSWALK (SEE AL T 2) 0 LF . 4028 SUBGRADE PREPARATION UNDER WALL FOOTING 3200 LF 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE (SEE AL T 5 & 7) 7496 SY 4030 SUBGRADE PREPARATION UNDER TYPE 8 BASE 1209 SY 4031 SUBGRADE PREPARATION UNDER TYPE 10 BASE (SEE AL T 2) 0 SY 4032 BEACH ACCESS FOOTING 309 LF 4033 PRECAST TREE GRATE SUPPORT 0 EA 4036 BACKFILL SAND/SEAT WALL TO 30" 945 LF 4038 SOD TEMPORARY SLOPE 1789 SY 4039 TYPE III BARRICADE AND ROAD CLOSED SIGN SET 2 EA 4040 TYPE I ROAD TERMINATION SIGN 3 EA 4041 DOME SURFACE AT ADA CROSSINGS 36 EA 4042 ADA RAMP ON STANDARD SIDEWALK 0 EA 4043 TRAFFIC SIGN - "ADA ROUTE KEEP RIGHT" 2 EA 4044 TRAFFIC SIGN - "ADA ROUTE W/ ARROW" 2 EA 4045 TRAFFIC SIGN - "ADA ROUTE KEEP LEFT" 2 EA 4046 ADA RAMP FULL WIDTH -10' BASE PREPARATION 80 LF 4047 FDOT HAND RAIL MODIFIED FOR ADA 60 LF TOTAL PAVING . 18 11,148 - REVISED CONTRACT DOCUMENTS-SEe III BID SUMMARY,xls 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III " CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 6000 THERMOPLASTIC PAVEMENT ARROWS 6001 THERMOPLASTIC PAVEMENT ARROWS 90 EA 6002 THERMOPLASTIC PAVEMENT LETTERS 12 EA 6003 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (6'-10' SKIP) 1074 LF 6004 SKIP TRAFFIC STRIPE 6" YELLOW THERMOPLSTIC (18'-18' SKIP) 3675 LF 6005 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) 44 LF 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC WHITE 13628 LF 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC YELLOW 3472 LF 6008 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC DOUBLE YELLOW 2671 LF 6009 SOLID TRAFFIC STRIPE 8" THERMOPLASTIC WHITE 906 LF 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC WHITE 1450 LF 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC WHITE 261 LF 6012 REFLECTIVE PAVEMENT MARKER RED/WHITE 90 EA 6013 REFLECTIVE PAVEMENT MARKER YELLOWNELLOW 75 EA 6016 TRAFFIC SIGN - "LEFT LANE MUST TURN LEFT" (R3-7L) 3 EA 6017 TRAFFIC SIGN - "RIGHT LANE MUST TURN RIGHT" (R3-7R) 3 EA 6018 TRAFFIC SIGN - "STOP" (R1-1) 14 EA 6019 TRAFFIC SIGN - "SPEED LIMIT 25" (R2-1) 10 EA 6021 TRAFFIC SIGN - "STOP HERE ON RED" (R10-6) 2 EA 6022 TRAFFIC SIGN - "CROSSWALK HERE SYMBOL" (W11-2) 12 EA 6023 TRAFFIC SIGN - "ARROW SYMBOL" (W1-6) 12 EA 6024 TRAFFIC SIGN - "CROSSWALK AHEAD SYMBOL" (W11-3) 2 EA 6025 TRAFFIC SIGN - "BEACH DROP OFF AREA" (SPECIAL) 5 EA 6026 PARALLEL PARKING STRIPPING 32 EA 6027 TRAFFIC ISLAND STRIPE - 18" AT 10' WITH BORDER 6" WHITE 2910 SF . 6028 TRAFFIC SIGN - "NO LEFT TURN" (R3-3L) 1 EA 6029 TRAFFIC SIGN - "YIELD" (R1-2) 2 EA 6030 TRAFFIC SIGN - "NO PARKING BETWEEN SIGNS" 5 EA 6031 TRAFFIC SIGN - "NO PARKING LOADING ZONE 15 MIN" 11 EA 6032 TRAFFIC SIGN - "NO PARKING FIRE LANE" 8 EA 6035 TRAFFIC SIGN - "DEAD END" (W14-1) 1 EA 6036 TRAFFIC SIGN - "DO NOT ENTER" (R5-1) 2 EA 6037 TRAFFIC SIGN - "NO OUTLET"(W14-2) 1 EA 6040 TRAFFIC SIGN - "CASE 2 - REFLECTORS 9 EA 6042 STREET IDENTIFICATION SIGNS 14 EA 6043 BUSINESS IDENTIFICATION SIGNS 20 EA 6044 WAYFINDING SIGNS 15 EA 6045 SIGN POST 93 EA 6046 PEDESTRIAN CROSS WALK - 6' 24 LF 6048 HANDI-CAP PARKING STRIPE - SINGLE 9 EA 6049 TRAFFIC SIGN - "HANDI-CAP PARKING" 9 EA 6050 INSTALL PARKING METER POST CORING 64 EA TOTAL SIGNING AND PAVEMENT MARKINGS 7000 ENHANCEMENT 7001 REFACE LIFE GUARD STATION 1 LS 7002 PAINT RESTROOM 2 EA 7003 DUNE SAND EXCAVATION 729 CY 7004 DUNE SAND BORROW - OFF-SITE 807 CY 7005 PAINT LIFE GUARD STATION 1 LS 7006 SOD DISTURBED AREAS 12401 SY 7007 DUNE PLANTINGS 4 EA 7008 DUNE ON-SITE SAND REPLACEMENT 728 CY 7009 DUNE OFF-SITE SAND REPLACEMENT 807 CY 7010 LANDSCAPE BULBS ON CORONADO DRIVE (PHASE IV) 5 EA TOTAL ENHANCEMENT . 19 11.14a. REVISED CONTRACT DOCUMEWS-SEC III BID SUMMARY "Is 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 8000 HARDSCAPE 8001A 6" COLORED CONCRETE ALONG PROMENADE 21300 SF 8002 6" COLORED CONCRETE ALONG TRAIL FROM SOUTH PARKING TO PIER 60. INCLUDING BEACH ENTRANCES 46165 SF 8003 8" COLORED CONCRETE @ OASIS PAVILION AREA AND SOUTH PARKING PLAZA 10878 SF 8004 10" COLORED CONCRETE @ CROSSWALKS (SEE AL T2) 0 SF 8005 12" WIDE SHELL AGGREGATE SANDBLASTED BAND@ CROSSWALKS (SEE AL T.2) 0 LF 8006 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE(SEE AL T 2) 0 LF 8007 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRIAL (SEE AL T 2) 0 LF 8008 BAND, PERIMETER OF ICONS @ BEACH ENTRANCES (SEE AL T2) 0 LF SAND BLAST PAVING at BEACH ENTRANCES (9 ICONS) (SEE ALT 8010 2) 0 SF 8011 CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE 2100 SF 8012 SAND/SEAT WALL (C.I.P. CONCRETE) 3200 LF 8013 CAST STONE CAP ON SAND/SEAT WALL (SEE AL T 1) 0 LF 8014 SAND WALL (C.I.P. COLORED CONCRETE W/L1GHT SANDBLAST FINISH (42" HT) 0 LF 8015 RETAINING WALL@ SOUTH GATEWAY (SEE ALT 4) 0 CY 8016 S.S. SIGN PANEL W/LASER CUT-OUT LETTERS (SEE AL T 4) 0 LS 8017 S.S. NAUTILUS SCULPTURE @ NORTH GATEWAY (SEE AL T 5) 0 LS 8018 6" COLORED CON RETE @ SUNDIAL PLAZA (SEE AL T 8) 0 SF 8019 PLAZA SEAT WALL (15" HT., C.I.P. CONC)(SEE AL T 1) 0 LF . 8020 SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON (SEE AL T 8) 0 LS 8021 SUNDIAL PLAZA INTERACTIVE FOUNTAIN (SEE AL T 8) 0 LS 8022 TENSION MEMBRANE SHADE STRUCTURES (SEE AL T 5) 0 EA DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAINS 840 SM02- 8023 SS DUAL) 6 EA 8024 NORTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIALTY FINISH AND LETTERING) (SEE AL T 4) 0 LF 8025 SOUTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) (SEE AL T 4) 0 CY 8027 SHOWERS (SHOWER TOWER, INC. - 4 STATION) 9 EA 8028 BOLLARD, TYPE A 24 EA 8029 BOLLARD, TYPE B 12 EA 8030 BENCH, TYPE A - WABASH WV CN 100R 3 EA 8031 BENCH, TYPE B (RECYCLED PLASTICS/IOWA FALLS #7321.1) 11 EA 8032 BENCH, TYPE C (RECYLCLED PLASTICS/IOWA FALLS #7321.1) 2 EA 8033 WASTE RECEPTACLES (RECYCLED PLASTICS/IOWA FALLS #7651) 59 EA 8034 BICYCLE PARKING (PALMER GROUP WCR02-SF-SS) 66 EA TREE GRATES ALONG HIKE/BIKE TRAIL PROMENADE AND @ 8035 BEACH ENTRANCES, 48" ROUND (SEE AL T 5) 0 EA 8036 PAVER GRATE-TYPE B (Phase I) 0 EA GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD 8037 (SEE AL T 5) 0 EA GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD (SEE 8038 ALT 5) 0 EA 8039 GAME BOARD PLAZA S.S. SCULPTURE (SEE AL T 5) 0 LS 8040 LANDSCAPE SPOT LIGHTS (SEE AL T 8) 0 EA 8041 ELECTRICAL WORK TO CONNECT THE LIGHTS TO A PANEL .AND METER CONNECTION. 0 LS . 20 11,14<1 - REVISED CONTRACT DOCUMENTS-SEe III BID SUMMARY. xis 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 8044 CONDUIT (FURNISH & INSTALL) UNDERGROUND - 2" PVC 850 LF 8045 LED LIGHTING (BLUE) FOR GA TEWA Y SIGNS (SEE AL T 8) 0 LF 8046 LED LIGHTING (WHITE) FOR GA TEWA Y SIGNS (SEE AL T 8) 0 LF 8047-A UPLlGHT TYPE A (SEE AL T 8) 0 EA 8047-B UPLlGHT TYPE B (SEE AL T 8) 0 EA 8048 CONCRETE ACCENT PIERSW/ CAST STONE CAP (SEE ALT 2) 0 EA 8049 TILE BAND ON ACCENT PIER (SEE AL T 2) 0 EA 8050 CAST STONE PLANTER, TYPE A (SEE AL T 6) 0 EA 8051 CAST STONE PLANTER, TYPE B (SEE AL T 6) 0 EA 8052 CAST STONE PLANTER, TYPE C (SEE AL T 6) 0 EA 8053 BEACH BOLLARD LIGHTING FIXTURE 101 EA 8054 BEACH BOLLARD LIGHTING 2" CONDUIT 2500 LF TOTAL HARDSCAPE 9000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' OA, SEE PLANS 249 EA 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA 9103 SABAL PALMS 51 EA 9104 COCCOLOBA UVIFERA, 7 GAL. 262 EA 9105 PHOENIX ROEBELENII 60 EA 9106 IVA IMBRICATA, 7 GAL., 5' HT. 23 EA 9107 L1VISTONIA CHINENSIS, 12' C.T. 25 EA 9108 SABAL PALMETTO, 16' C.T., MATCHED 24 EA 9109 TREE GRATE TYPE A- 9109 5 EA 9200 SHRUBS AND GROUND COVER . 9201 AGAVE ATTENUATA, 3 GAL. 125 EA 9202 ARACHIS PINTO I, 4" POT 95 EA 9203 HELlANTHUS DEBILlS, 4" pot. 767 EA 9204 ILEX VOMITORIA 'NANA', 3 GAL 416 EA 9205 IPOMOEA PES-CAPRAE 1 GAL. 293 EA 9206 PENNISETUM SETACEUM, 3 GAL. 1136 EA 9207 RAPHIOLEPSIS INDICA, 3 GAL. 394 EA 9208 RUSSELlA EQUISETIFORMIS, 3 GAL. 39 EA 9209 RUSSELlA SARMENTOSA, 3 GAL. 341 EA 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 150 EA 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 150 EA 9212 SPARTINA BAKERII, 3 GAL. 1952 EA 9213 SPOROBULUS VIRGINICUS, 1 GAL. 188 EA 9214 STRETLlTZIA REGINAE, 10 GAL. 145 EA 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. 641 EA 9216 UNIOLA PANICULATA 563 EA 9217 YUCCA FILAMENTOSA 323 EA 9218 ZAMIA PUMILA, 7 GAL. 24 EA 9219 SOD (SEASHORE PASPALUM) 42750 SF 9220 MULCH 200 CY 9221 WALKWAY LIGHTING 800 LF TOTAL LANDSCAPE . 21 11, 14a - REVISED CONTRACT DOCUMENTS-SEe III BID SUMMARY.xls 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL . BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 10000 IRRIGATION IMPROVEMENTS 10002 IRRIGATION PHASE II LS 10003 IRRIGATION PHASE III LS 10004 IRRIGATION PHASE IV LS TOTAL IRRIGATION IMPROVEMENTS FOOT NO. TRAFFIC SIGNALIZATION 0101-1- MOBILIZATION (SIGNALS ONLY) 1 LS 0102-1- MAINTENANCE OF TRAFFIC (SIGNALS ONLY) 1 LS 0555-1-2 DIRECTIONAL BORE (6" TO LESS THAN 12") 115 LF 0630-1-12 CONDUIT (FURNISH & INSTALL) UNDERGROUND 1430 LF 0632-7-1 CABLE (SIGNAL) (FURNISH & INSTALL) 2 PI 0635-1-11 PULL & JUNCTION BOXES (FURNISH & INSTALL) (PULL BOX) 22 EA 0639-1-22 ELECTRICAL POWER SERVICE (UNDERGROUND) 2 AS 0639- 2- 1 ELECTRICAL POWER WIRE (FURNISH & INSTALL) 1920 LF 0641- 41-112 PRESTRESSED CONCRETE STRAIN POLE (F & I) (TYPE N-11) (SERVICE POLE) 2 EA 0649-440-000 MAST ARM ASSEM (F & I) (SINGLE ARM W/O LUMINAIRE) (B5-Q3) EA 0650-51-313 TRAFFIC SIGNAL (FURNISH & INSTALL) (3 SECTION) (1 WAY) (SPECIAL) 9 AS 0650-51-513 TRAFFIC SIGNAL (FURNISH & INSTALL) (5 SECTION) (1WAY) (SPECIAL) AS 0653-181 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (1 DIRECTION) 4 AS . 0653-182 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (2 DIRECTION) 0 AS 0659-101 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (BACK PLATES.3 SECTION) 9 EA 0659-106 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (TUNNEL VISOR) 32 EA 0659-107 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (ALUMINUM PEDESTAL) 5 EA 0659-118 SIGNAL HEAD AUXILIARIES (F & I) (BACK PLATES. 5 SECTION CLUSTER) 1 EA 0660-1-103 INDUCTIVE LOOP DETECTOR (TYPE 3) 6 EA 0660-2-106 LOOP ASSEMBLY (TYPE F ) 6 AS 0665-13 DETECTOR PEDESTRIAN (FURNISH & INSTALL) (DETECTOR WITH SIGN ONLY) 4 EA 0670-5-1 30 TRAFFIC CONTROLLER ASSEMBLY (ACTUATED SOLID STATE) (F & I) (SPECIAL) 2 AS 0690-10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 6 EA 0690-20 REMOVE PEDESTRIAN SIGNAL 4 EA 0690-33-1 POLE REMOVAL (DEEP) (DIRECT BURIAL) 20 LF 0690-50 CONTROLLER ASSEMBLY REMOVAL 1 EA 0690-80 SPAN WIRE ASSEMBLY REMOVAL 0 EA 0690-90 CONDUIT & CABLING REMOVAL 1 PI 0690-1 00 SIGNAL EQUIPMENT. MISCELLANOUS REMOVAL 1 PI 0699-1-1 SIGN, INTERNAL ILLUMINATED STREET NAME 4 EA 5043 IT/ATMS CONDUIT 2500 LF 5044 IT/ATMS PULLBOX 12 EA TOTAL TRAFFIC SIGNALIZATION SUB-TOTAL ITEM NOS. 1000, 2000, 4000, 6000, 7000, 8000, 9000, 9100,9200.9400.10000. FOOT 10% CONTINGENCY OF ITEM NOS. 1000,2000, 4000, 6000, 7000, 8000.9000,9100.9200.9400,10000, FOOT TOTAL OF ITEM NOS. 1000, 2000, 4000, 6000, 7000, 8000, 9000. 9100, 9200. 9400, 10000, FOOT . 22 11.14a - REVISED CONTRACT DOCUr.lENTS-SEC III BID SUMMARY. Ills 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL . BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 3000 DRAINAGE 3002 INSTALL STORM MANHOLE 6' DIA 0 EA 3005 INSTALL STORM INLET FDOT TYPE 3J (SUMP) PRECAST 9 EA 3006 INSTALL STORM INLET FOOT TYPE 3J (SUMP) CAST-IN-PLACE 1 EA 3007 INSTALL STORM INLET FOOT TYPE 3J (SUMP) SPECIAL 2 EA 3008 INSTALL STORM INLET FDOT TYPE 4J MODIFIED 2 EA 3009 INSTALL STORM INLET FDOT TYPE 4J (SUMP) PRECAST 9 EA 3010 INSTALL STORM INLET FOOT TYPE 4J (SUMP) CAST-IN-PLACE 2 EA 3011 INSTALL STORM INLET FDOT TYPE 5 1 EA 3012 INSTALL STORM INLET FDOT TYPE 10 W/CAST IRON GRATE 0 EA 3013 INSTALL STORM INLET FDOT TYPE 9 W/SPECIAL CAST IRON GRATE EA 3014 INSTALL STORM INLET FDOT TYPE 10 W/SPECIAL CAST IRON GRATE 0 EA 3015 INSTALL DITCH BOTTOM INLET TYPE A (SUMP) PRECAST 1 EA 3016 INSTALL YARD DRAIN TYPE 1 2 EA 3017 CONFLICT STORM MANHOLE 4' DIA 1 EA 3019 CONFLICT STORM MANHOLE 6' DIA 1 EA 3020 RECONSTRUCT MANHOLE 1 EA 3025 DEWATER STORM SEWER TRENCH 0 LF 3026 STORM TRENCH PAVEMENT REPLACEMENT 269 LF 3027 UNDERDRAIN TYPE CLEANOUT ON ROOF DRAIN 1 EA 3028 RECONNECT ROOF DRAINS 0 EA 3032 INSTALL STORM SEWER 12- PVC 15 LF 3033 INSTALL STORM SEWER 14" DIP 209 LF 3034 INSTALL STORM SEWER 16" DIP 217 LF . 3035 INSTALL STORM SEWER 15" RCP 628 LF 3036 INSTALL STORM SEWER 18" RCP 308 LF 3037 INSTALL STORM SEWER 24" RCP 387 LF 3038 INSTALL STORM SEWER 30" RCP 322 LF 3039 INSTALL STORM SEWER 24" X 38" ERCP 0 LF 3040 INSTALL STORM SEWER 36" RCP 640 LF 3044 CONNECT TO EXISTING STORM STRUCTURE OR PIPE 4 EA 3049 STORM SEWER PIPE BEDDING NO. 57 STONE 34 CY 3050 NUTRIENT SEPARATING BAFFLE BOX 1 EA SUB-TOTAL DRAINAGE DRAINAGE 10% CONTINGENCY TOTAL DRAINAGE . 23 11.14a - REVISED CONTRACT DOCUMENTS-SEe III BID SUMMARY,xlc; 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 5000 UTILITIES WATER 5001 INSTALL WATERMAIN 2" - POLY 2668 LF 5002 INSTALL WATERMAIN 4" - PVC 158 LF 5003 INSTALL WATERMAIN 6" - PVC 0 LF 5004 INSTALL WATERMAIN 8" - PVC 3209 LF 5005 INSTALL WATERMAIN 8" - DIP 180 LF 5013 INSTALL FIRE HYDRANT ASSEMBLY 6 EA 5014 INSTALL WATER VALVE 4" 6 EA 5015 INSTALL WATER BALL VALVE 2" W/BOX 30 EA 5016 INSTALL RESILIENT SEAT GATE VALVE 6. 1 EA 5017 INSTALL RESILIENT SEAT GATE VALVE 8" 0 EA 5018 INSTALL RESILIENT SEAT GATE VALVE 8" 0 EA 5026A DUCTILE IRON FITTINGS WATER 47 EA 5027 TAPPING SLEEVE AND VALVE 6" 0 EA 5028 TAPPING SLEEVE AND VALVE 8" 2 EA 5031 CONNECT TO EXISTING WATER 6 EA 5033A RECONNECT EX. WATER SERVICE < 10 FT 7 EA 5034A RECONNECT EX. WATER SERVICE PIPING> 10 FT 30 LF 5035 UTILITY SERVICES CONNECTION TO METER 0 EA 5036 REMOVE FIRE HYDRANTS 1 EA 5045 WORK AROUND UTILITY CONFLICT 0 LS 5046 COORDINATION WITH FRANCHISED UTILITIES 1 LS 5051 RECONNECT FIRE LINE 1 EA SUB-TOTAL WATER WATER 10% CONTINGENCY . TOTAL WATER RECLAIMED 5007 INSTALL RECLAIMED WATER MAIN 2" PVC 25 LF 5008 INSTALL RECLAIMED WATER MAIN 6. PVC 673 LF 5009 INSTALL RECLAIMED WATER MAIN 12. PVC 318 LF 5010 INSTALL RECLAIMED WATER MAIN 12" DIP 85 LF 5024 INSTALL RECLAIMED WATER VALVE 6" 1 EA 5025 INSTALL RECLAIMED WATER VALVE 12" 3 EA 5026B DUCTILE IRON FITTINGS RECLAIMED 23 EA 5032 CONNECT TO EXISTING RECLAIMED WATER 4 EA 5033B RECONNECT EX. RECLAIMED WATER SERVICE < 10 FT 5 EA 5034B RECONNECT EX. RECLAIMED WATER SERVICE PIPING> 10 FT 30 LF SUB-TOTAL RECLAIMED RECLAIMED 10% CONTINGENCY TOTAL RECLAIMED SEWER 5011 REMOVE AND REPLACE SANITARY - 8" 880 LF 5012-A INSTALL SANITARY LINE - 10" 0 LF 5012-B INSTALL SANITARY LINE - 12" 0 LF 5033C RECONNECT EX. WASTEWATER SERVICE < 10 FT 7 EA 5034C RECONNECT EX WASTEWATER SERVICE PIPING> 10 FT 30 LF 5038 UTILITY PIPE TO BE REMOVED <1= 10. DIA 1880 LF 5039 UTILITY PIPE TO BE REMOVED >1=10., 20. 100 LF 5040 UTILITY PIPE TO BE ABANDONED IN PLACE <1= 10" DIA 1140 LF 5041 UTILITY PIPE TO BE ABANDONED IN PLACE 10., <20. DIA 0 LF 5042 ADJUST SANITARY MANHOLES 5 EA SUB-TOTAL SEWER SEWER 10% CONTINGENCY TOTAL SEWER TOTAL UTILITIES (WATER, RECLAIMED, SEWER) . 24 11.14a - REVISED CONTRACT DOCUMENTS-SEe III BID SUMMARY,xls 11/21/2006 . . . PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions CONTRACT # BEACH WALK PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. PRICE TOTAL DESCRIPTION CONTRACTOR: BIDDER'S GRAND TOTAL $ (Numbers) BIDDER'S GRAND TOTAL $ (Words) THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. 25 11.14a - REVISED CONTRACT DOCUMENTS-SEe III 810 SUMMARY,xls 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL ALTERNATES ALTERNATE 1 ADD SPECIALTY FINISH TO SAND/SEAT WALL (8012) 3200 LF CAST STONE CAP ON SAND/SEAT WALL (8013) 3200 LF PlAZA SEAT WALL, 15" HT. (8019) 289 LF SUB. TOTAL AL TERNA TE #1 ALTERNATE 1 -10% CONTINGENCY TOTAL AL TERNA TE #1 ALTERNATE 2 SAW CUT FOR CROSSWALK 555 LF SUBGRADE PREPARATION UNDER TYPE 10 BASE 344 SY 10" COLORED CONCRETE AT CROSSWALKS B479 (8004) 3100 SF 12" WIDE SHELL AGGREGATE SANDBLASTED AT CROSSWALKS (8005) 785 LF 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE (8006) 6600 LF 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRAIL INSTEAD OF STRIPING (8007) 2270 LF 12" WIDE SHELL AGGREGATE SANDBLASTED BAND, PERIMETER OF ICONS AT BEACH ENTRANCES (8008) 580 LF SAND BLAST PAVING AT BEACH ENTRANCES, 9 ICONS (8010) 500 SF CONCRETE ACCENT PIERS W/CAST STONE CAP (8048) 27 EA TILE BAND ON ACCENT PIER (8049) 27 EA SUB-TOTAL AL TERNA TE #2 ALTERNATE 2 -10% CONTINGENCY TOTAL AL TERNA TE #2 . ALTERNATE 3 INSTALL PHOENIX DACTYLlFERA MEDJOOL, 12' CT PER PBSJ DESIGN INSTEAD OF SABAL PALMS (9103) 51 EA DOUBLE LANDSCAPE QUANTITIES INSTEAD OF 50% PLANTINGS AS QUANTIFIED - AL TERNA TE PRICES SHOULD BE INDICATIVE OF TOTAL UNIT PRICE FOR DOUBLING QUANTITIES ADD 9000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' OA. SEE PLANS FOR HEIGHT 249 EA 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA 9104 COCCOLOBA UVIFERA, 7 GAL. 262 EA 9105 PHOENIX ROEBELENII 60 EA 9106 IVA IMBRICATA, 7 GAL., 5' HT. 23 EA 9107 L1VISTONIA CHINENSIS, 12' CT 25 EA 9108 SABAL PALMETTO, 16' CT, MATCHED 24 EA 9109 TREE GRATE TYPE A 9109 6 EA 9200 SHRUBS AND GROUND COVER 9201 AGAVE A TTENUA T A. 3 GAL. 125 EA 9202 ARACHIS PINTOI, 4" POT 95 EA 9203 HELlANTHUS DEB IllS, 4" pot. 767 EA 9204 ILEX VOMITORIA 'NANA', 3 GAL 416 EA 9205 IPOMOEA PES-CAPRAE 1 GAL. 293 EA 9206 PENNISETUM SETACEUM, 3 GAL. 1136 EA 9207 RAPHIOLEPSIS INDICA, 3 GAL. 394 EA 9208 RUSSELlA EQUISETIFORMIS, 3 GAL. 39 EA 9209 RUSSELlA SARMENTOSA, 3 GAL. 341 EA 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 150 EA 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 150 EA 9212 SPARTINA BAKERII, 3 GAL. 1952 EA 9213 SPOROBULUS VIRGINICUS, 1 GAL. 188 EA 9214 STRETLlTZIA REGINAE, 10 GAL. 145 EA 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. 641 EA 9216 UNIOLA PANICULATA 563 EA 9217 YUCCA FILAMENTOSA 323 EA . 9218 ZAMIA PUMILA. 7 GAL. 24 EA 9219 SOD (SEASHORE PASPALUM) 42750 SF 9220 MULCH 200 CY 26 11, 14a - REVISED CONTRACT DOCUMENTS-SEe III BID SUMMARY,xls 11/21/2006 . . . PHASES 2, 3 4 SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions BEACH WALK PROJECT: BEACH WALK PHASES 2, 3 & 4 CONTRACT # ITEM NO. DESCRIPTION TOTAL PRICE 9221 WALKWAY LIGHTING 800 LF SUB-TOTAL ALTERNATE #3 . ALTERNATE #3 - 10% CONTINGENCY TOTAL ALTERNATE #3 ALTERNATE 4 NORTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LETTERING (8024) 17 LF SOUTH GATEWAY SIGN WALL, G.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LETTERING (8025) 8 GY RETAINING WALL AT SOUTH GATEWAY (8015) 11 GY S.S. SIGN PANEL W/LASER CUT-OUT LETTERS (8016) 1 LS SUB-TOTAL ALTERNATE #4 ALTERNATE #4 - 10% CONTINGENCY TOTAL ALTERNATE #4 ALTERNATE 5 S.S. NAUTILUS SCULPTURE AT NORTH GATEWAY (8017) TENSION MEMBRANED SHADE STRUCTURES (8022) UPGRADE CITY STANDARD DRINKING FOUNTAINS TO PBSJ DESIGN (8023) UPGRADE CITY STANDARD SHOWE;RS TO PBSJ DESIGN (8027) UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE A, CAST ALUMINUM SECURED TO CONCRETE BASE (8030) UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE B (8031) UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE C (8032) UPGRADE CITY STANDARD WASTE RECEPTACLES TO PBSJ DESIGN, CAST ALUMINUM W/TOP COVER (8033) UPGRADE CITY STANDARD BICYCLE RACKS TO PBSJ DESIGN, WELLE CIRCULAR RACK W/POWDER COAT FINISH (8034) TREE GRATES ALONG HIKE/BIKE TRAIL, PROMENADE AND AT BEACH ENTRANCES (8035) GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD ( 803 7) LS EA 1 5 6 9 EA EA 3 EA 11 EA 2 EA 59 EA 66 EA 15 EA 6 EA GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD (8038) 4 EA GAME BOARD PLAZA S.S. SCULPTURE (8039) 1 LS SUBGRADE PREPARATION UNDER TYPE 6 BASE (4029) 111 SY 6" COLORED CONCRETE @ GAME BOARD PLAZA (8001B) 1000 SF SUB-TOTAL ALTERNATE #5 ALTERNATE #5 - 10% CONTINGENCY TOTAL AL TERNA TE #5 27 11.14a - REVISED CONTRACT DOCUMEWS-SEC III 810 SUMMARY,xls 11/21/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL ALTERNATE 6 CAST STONE PLANTER TYPE A (8050) 13 EA CAST STONE PLANTER TYPE B (8051) 13 EA CAST STONE PLANTER TYPE C (8052) 2 EA SUB-TOTAL ALTERNATE #6 AL TERNA TE #6 - 10% CONTINGENCY TOTAL ALTERNATE #6 ALTERNATE 7 SUBGRADE PREPARATION UNDER TYPE 6 BASE (4029) 424 SY 6" COLORED CONCRETE AT SUNDIAL PLAZA (8018) 3820 SF SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON (8020) 1 LS SUNDIAL PLAZA INTERACTIVE FOUNTAIN (8021) 1 LS INSTALL YARD DRAIN-TYPE 1 (3016) 4 EA INSTALL STORM SEWER-12" PVC (3032) 204 LF SUB.TOTAL ALTERNATE #7 ALTERNATE #7 - 10% CONTINGENCY TOTAL AL TERNA TE #7 AL TERNA TE 8 LANDSCAPE SPOT LIGHTING (8040) 8 EA ELECTRICAL WORK TO CONNECT THE LIGHTS TO A PANEL AND METER CONNECTION. (8041) 1 LS BLUE LED LIGHTING FOR GATEWAY SIGNS (8045) 155 LF WHITE LED LIGHTING FOR GA TEWA Y SIGNS (8046) 90 LF UPLlGHT TYPE A (8047-A) 108 EA UPLlGHT TYPE B (8047-B) 45 EA . SUB-TOTAL ALTERNATE #8 ALTERNATE #8 . 10% CONTINGENCY TOTAL ALTERNATE #8 ALTERNATE 9 CONSTRUCTION OF 2ND STREET CURB & GUTTER 442 LF CURB INLETS 2 EA STORM PIPE (36 INCH RCP) 0 LF BEDDING STONE () CY PVC WATER LINE 0 LF 8"-22.5 BENDS 0 EA 8" VALVE 0 EA PAVING 12" - TYPE B BASE 884 SY 8" CRUSHED CONCRETE 884 SY 1"TYPE S-3 884 SY FINISH GRADING 884 SY STRIPING STOP BAR 2 EA STOP SIGNS 2 EA 6"DOUBLE YELLOW 270 LF ARROWS 4 EA 6"SOLlD WHITE 68 LF 6" SKIPPED WHITE 130 LF LAYOUT LS MATERIAL TESTING LS MOT LS EROSION CONTROL LS DEMO LS SUB- TOTAL AL TERNA TE #9 ALTERNATE #9 - 10% CONTINGENCY TOTAL AL TERNA TE #9 . TOTAL ALTERNATES WI CONTINGENCIES 28 11, 14a - REVISED CONTRACT DOCU~~EN~S-SEC III BID SUMMARY.)(I~ 11/21/2006 . PBS' ., BEACHW ALK PHASE II, III, & IV BID DATE NOVEMBER 16, 2006 LAST DAY FOR QUESTIONS NOVEMBER 9, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO.3 November 3, 2006 David Nelson Construction (DNC) Questions 11-02-06 1. Plan sheet ST -16 has the data for B-29 and it is not shaded. B29 falls in an area of the plans which is not shaded (along Harnden Drive). If our understanding' of the project is correct, the details for B-29, the plan view of the area along Harnden and the profile view for that sarne area should all be grayed out as not being included in this bid set. Are we correct? . IA. You are correct. Drainage Improvements on Harnden Drive could not be authorized until a FDEPIERP permit was obtained. The permit resolution removed the Baffle Boxes shown east of Harnden at 3rd and 5th Street. Phase I storm drainage system stopped west of Harnden Drive, and also included the Harbor connection with the Seawall, Outfall and Tideflex Valves. Because Phase I have improvements on both sides of Harnden Drive, It would be easier to manage an amendment to Phase I for the Harnden Drive Improvements. Shade the Harnden Drive Area as N.I.C. on Sheet ST-16, and Structure B-29. . C:\Documents and Settings\l3814\Desktop\Bidders Answers Series NO.3.doc Page 1 of 1 . rIDe, I-~J BEACHW ALK PHASE II, ill, & IV BID DATE NOVEMBER 16,2006 LAST DAY FOR QUESTIONS NOVEMBER 9, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO. 4a November 7, 2006 David Nelson Construction (DNC) Questions 11.06-06 In your latest response to series 4 questions you offered the following: 3. Where are the plans for the Alternate 9 items? They do not appear to be in our bid set. 3A. Alternate g' are the improvements to Second Street trom Station 550+60 to 552+93 end of Phase I, these improvements are shown on Roadway Plan Sheet RP~ 14 and Signage and Pavement Markings Sheet SM-9, which should be in the Bid Set assembled by the City. On the plan sheets, please disregard the statement - "Shall be provided by Clearwater Beach Resort". . Question? The only problem is that neither SM-9 nor RP-14 show the drainage and/or utility work. Where is that work depicted in the bid documents? Answer: The underground of Second Street is part of Phase I. During Phase II Base Bid: Second Street will be constructed up to Station 550+60 with both underground and surface improvements, with the underground will extending to Station 551+15+/- and connect to Phase I Water and Storm lines. See Sheet RP-7, ST-7, and UT-7. Alternate No.9 1. Second Street will be improved with surface improvements only from Station 550+60 to Station 552+93 where it will connect to Phase I Improvements. The Subgrade will need to be brought to grade and the surface improvements constructed as shown on Sheet RP-14, and SM-9. . C:\Documents and Settings\13814\Desktop\Bidders Answers Series NO.4a I .doc Page 1 of 1 . P8S:~ ., BEACHW ALK PHASE II, III, & IV BID DATE NOVEMBER 16,2006 LAST DA Y FOR QUESTIONS NOVEMBER 9, 2006 RESPONSE TO BIDDERS QUESTIONS SERIES NO.4 November 4, 2006 David Nelson Construction (DNC) Questions 11-03-06 . 1. Plan sheet UT-3 has notes indicating that the existi",g 8" C.I. water line is to, be removed and to be placed out of service. There is nothing on the drawings to indicate where we are to stop placing out of service and start removing. Please clarify what is to happen with this line. 1A. The intent of the design is this, an 8" CIP Water Line along the eastside of existing Gulfview Blvd will need to be removed or placed out of service (abandon in place) as directed by the City. This will happen in stages as the new 8" PVC Water Line along the realigned Gulfview Blvd is installed, tested approved and reconnected for service. a. Station 111 +90 RT (Phase III) at the beginning of the project the Proposed 8" PVC will connect to the existing 8" CIP and the Proposed Water Line will continue to Station 116+80 RT at another junction of existing and Proposed Water Lines. When tested, and accepted for service, place the existing 8" CIP out of service, to Station 113+00RT and remove to Station 116+80 RT. This depends on the re-development of the Travel Lodge, and reconnection of their domestic and fire services. b. Station 116+80 RT (Phase III) north of 5th Street the Proposed 8" PVC will connect to the existing 8" CIP via a 5th Street extension, and the Proposed Water Line will continue to Station 121+10 RT at the Phase II connecting loop. When the proposed Water Line has been installed, tested, accepted and services reconnected, remove the existing 8" CIP from Station 116+80 RT to Station 121 + 10 RT, during Phase III. Three existing commercial establishment~ will need to be reconnected. c. Station 121+10 RT, the Phase II loop connection, the existing 8" CIP will remain to serve the Britt Restaurant and Shops, to Station 123+80 RT unless directed otherwise by the City during construction. This should happen during Phase II construction. d. Station 123+80 RT to Station 127+40 RT north of 2nd Street, part of Phase II. This stage of the remova~ of the existing 8" CIP will be by the Hyatt Resort will end at the extension of the 2nd Street Proposed Water Line from Phase I. This should happen during Phase II construction. e. Station 127+40 RT, north of 2nd Street the existing 8" CIP will be removed with the development of the Kiran (Patel) Resort, unless directed otherwise by the City during construction. This stage of the removal of the existing 8" CIP by the Kiran (Patel) Resort will end at the connection to the Proposed Water Line in the realigned Gulfview Blvd at Station 132+20 RT. This line may need to be left in service, pending Kiran (Patel) redevelopment during Phase II construction. . C:\Documenls and Seuings\13814\Desktop\Bidders Answers Series No.4.doc Page 1 of 2 . PHS' ., 2. How are we being paid for fittings on the water main? The specifications say the following, but there is no bid item for water main fittings. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by more than the tolerances permitted i~ ANSI/AWWA CIIO/A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maximum tolerance. 2A. The City prefers to pay by each, and requested that the change of the unit be made to EACH. Make the following changes to the contract documents. a. Change the Bidders Proposal as follows: WATER Delete 5019 . INSTALL WATER VALVE 12" 0 EA Add 5026A DUCTILE IRON FITTINGS WATER 47 EA . RECLAIMED Delete 5026 CAST IRON FITTINGS 10 TN Add 5026B DUCTILE IRON FITTINGS RECLAIMED 23 EA b. Change the Technical Specifications as follows: 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT The quantity for payment will be the number of EACH 6 inch or larger ductile iron fittings, tees crosses reducers and bends, satisfactorily furnished and installed. Plugs, bolts, restraints and accessories to the fittings shall be considered incidental to the unit price of EACH. Fittings less than 6 inches shan be incidental to the water or reclaim water line quantity. 3. Where are the plans for the Alternate 9 items? They do not appear to be in our bid set. 3A. Alternate 9 are the improvements to Second Street from Station 550+60 to 552+93 end of Phase I, these improvements are shown on Roadway Plan Sheet RP-14 and Signage and Pavement Markings Sheet SM-9, which should be in the Bid Set assembled by the City. On the plan sheets, please disregard the statement - "Shall be provided by Clearwater Beach Resort". . C:\Documenls and Sellings\13814\Desklop\Bidders Answers Series No.4.doc Page 2 of 2 MINUTES OF PRE-BID BEACH WALK PHASES 2, 3 & 4 MEETING Wednesday, October 25, 2006 - City Hall, 2nd Floor, Room 222 . Attendees CITY OF CLEARWATER REPRESENTATIVE I CONSULTANT 1 PWA Engineering Mahshid Arasteh 2 PWA Engineering Mike Quillen 3 PWA Engineering Keith Bush 4 PWA Engineering Stephanie Sansom 5 PWA Engineering Tim Kurtz 6 Public Services Gary Johnson 7 Pu~lic Services Perry Lopez 8 PBS&J William Kasak 9 PBS&J Ben Doan 10 PBS&J Steve McCarty 11 PWA Engineering Veronica Josef . CONTRACTORS I SUB-CONTRACTORS 1 2 3 4 5 6 7 8 9 ACME Barricades David Nelson Construction Co. Gibbs & Register Kamminga & Roodvoets KB Industrial Inc. Pepper Contracting Services R.E. Purcell Valley Crest Landscape Devp. Westra Russell Abell Tom Woodward & David L Vekasi Bill Scharf Jim Barnes David Hahn AI Hocalar Berry Wheeler Brandon Dodson Kenny Dum 1. Introduction - Mahshid Arasteh Mahshid Arasteh called the meeting to order at 10:00 am. 2. Phasim:! - Ben Doan . PBS&J This is the biggest City of Clearwater project and phasing is very important to this construction schedule, to the City and to the agreements the City has with the developers. Phase 1 is now under construction. · Phase 2 is the Northern portion and will have to finish Phase 2 before starting Phase 3 and finish Phase 3 before starting Phase 4. There have been some changes which are mainly due to the Beaches & Coastal requirements: Sand Dunes will not be moved and will be redesigned. It is primarily the landscaping part and not the road way part, which is being reduced and pulled back. . 1 of 2 . . . '. 3. Administrative Reauirements & Process- Keith Bush The contractor will have to provide the City with the Requisition Forms to process the City Purchase Orders and purchasing materials. This is for the purpose of sales tax savings on the job. The Addendum and other forms are to the contractual agreement that has to be filled out. Will provide electronic copies of these forms to all contractors. City will issue Purchase Orders Contractors will do the receiving Invoice will be sent to the contractors to match with the receiving reports and will then be processed for payment with the system. Contractors with any questions, please call Keith Bush at 727-562-4716 or Stephanie Sansom at 727-562-4744 . . . . . . 4. Schedule - Ben Doan PBS&J · Bid opening will be on Thursday, November 16, at 1 :30 pm, 3rd floor in the purchasing office. · Last day for questions from the contractors will be November 6. · All questions must be addressed in writing and e-mailed directly to Ben Doan of PBS&J Ben Doan will e-mail copies of all the questions and answers to everyone. · Any questions, please contact Ben Doan at 813- 282-7275 and after office hours at x 7353 and cell 813-267-1573 5. Plans & Spec. - Base Bids & 9 Alternates- Ben Daan PBS&J . The plans of last year have the whole project The plans are now broken down into different alternates. The plans and spec. package have 9 alternates. The alternates are mainly aesthetic issues, such as: Base bid items have ane area colored concrete. The alternate is multicolored. When the prices come in and if we can afford, will draw these alternates the best we can. The other things include adding in 2nd street The landsc~ping has been reduced by 50% . If there is significant quantity cost savings on Landscaping then the alternate bid will be awarded. The lowest bidder will be based on the base bid only. Mike "Quillen - The alternates from the Adams Mark on around Harnden are now pulled out completely.. . . . 6. Addendum - Ben Doan - PBS&J Addendum contains 4 pages of itemized information, copy of the permit and extra information Broken out utilities and water in the bid items. · Utilities and drainage will have to run with their "Own contingency and is restructured the way you are going to submit your numbers. 7. FOOT & City Reauirement from Bidders - Ben Daan - PBS&J All bidders have to be pre-qualified through the FOOT and the City of Clearwater. 2 of 2 .4> . A. B. . BEACHW ALK PHASE II, III, & IV BIDDERS DOCUMENTS ADDENDUM NO~l OCTOBER 25, 2006 Page 1 of 4 INTRODUCTION Prior to bidding on these sets of Plans it was determined that there was some methods used in the design that the City needed changed and there were some inconsistencies that needed clarification. These changes led to this Addendum No.1, which includes inserts into the Contract Documents Project Manual, changes to be made on the Plans Sheets and New Sheets to insert into the Plans. Make the Following Adjustments to the Bidders Package before bidding. CHANGE IN CONTRACT DOCUMENTS PROJECT MANUAL Make the following Changes in the Contract Documents Project Manual: 1. Section VII. Article 20, in sections 20.1.1 and 20.1.2 change the word "Polylined" to "Protecto 401 Epoxy". Section VI, Add Article 39. The City standard facilities will be part of the Base Bid. These are noted in the new Article 39, and the index sheets at the end of this section for the benches, showers, waste receptacles, and bicycle parking. Insert the attached Article 39 and attachments into the Contract Documents. Section VI. Add Article 40. The City revised Parking Meter Pole Index was adjusted to provide coring of the parking meter pole foundations after the striping of the parking spaces has been completed to assure proper location. Insert the attached Article 40 and attachments into the Contract Documents. Section VI, Clarification of Saved Tree Protection. For those Trees to be saved per the City. the City Standard Tree Barricade Index shall be used. Insert City Index No. 909 at the end of this Section VI. Section VI, Add Article 41. This would address the Beach Lighting Plan as identified by Progress Energy and developed into plans by PBS&J. Section III, Revised Bidders Proposal including revised and new bid items per this Addendum NO.1. To be used for the Bidder's Proposal. Section VI, Project Specifications Bid Item Checklist Sheets 5 through 12. 2. 3. 4. 5. 6. 7. C. CHANGE IN PLANS There were some inconsistencies in the Plan Sheets that need changing. These are minor: changes and it is requested of the Contractor to insert the Changes on the Sheets. . 1. On Sheet G-2, Sheet Index, Add New Sheet SP-14 "BEACH ACCESS NO.9" at bottom of Center Column as 59A, and Add New Sheets LP-01 "BEACH LIGHTING PLAN, LOCATION NO.3 AND 4" LP-02, BEACH LIGHTING PLAN, LOCATION NO.5 AND 6"and LP-03 . "BEACH LIGHTING PLAN, LOCATION NO.17 AND DETAILS" On Sheet G-13, Promenade Horizontal Control Plan, Sta 124+40 to 336+20, make the following Changes a. Change Label "SAND/SEAT WALL-SEE DETAIL SHEET NO. RD-S" to "SAND/SEAT WALL- SEE DETAIL SHEET NO. RD-3"; two places Sta 336+00 +/- ,LT b. Change Label" BEACH ACCESS TOE WALL (TYP), SEE DETAIL SHEET NO. SO- 5" to "BEACH ACCESS FOOTER (TYP), SEE DETAIL SHEET NO. RD-S"; one place Sta 336+00+/-,L T On Sheet DP-O Demolition Plan Index, Note NO.11 should read "ALL TREES WITHIN LIMITS OF DEMOLITION TO BE REMOVED IN ACCORDANCE WITH CONTRACT DOCUMENTS. PALM TREES EACH AND OTHERS BY INCH DIAMETER.COORDINATE WITH CITY OF CLEARWATER" On Sheet RP-OS, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1118+00, LT; Sta 1118+20,RT; Sta 1119+00, LT; and Sta 1122+20, LT. Add label at Sta 1120+20,L T. 2. 3. 4. C\Documents and Settings\timothy.kurtz\Local Settings\Temporary Internet Files\OLK9C\Beachwalk Phase 1/ III IV Addenda No.1 Final.doc '" . .6. 7. 8. 9. 10. 11. . 12. 13. 14. . 1S. 16. 17. BEACHW ALK PHASE II, III, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 Page 2 of 4 S. On Sheet RP-07, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1123+3S,L T.. Add labels at Sta 1124+3S,L T; Sta 1124+60,RT; Sta 1127+10,RT; and Sta 1127+80,RT. Also place note "IMPROVEMENTS BY HYATT RESORT" for all improvements from Sta 124+00 to Sta 126+8S, and from Hyatt building to back of curb. On Sheet RP-09, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1132+0S, LT. And Double Printing on buildings on right half of sheet should read: Large Building "LIFE GUARD STATION TO REMAIN" and Small Building "RESTROOM TO REMAIN" On Sheet RP-2S, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 33S+30,L T. Add at Sta 334+20,L T; 336+10,L T; and 336+80,L T. Also Change Label "BEACH ACCESS NO.11" to "BACH ACCESS NO.9" On Sheet CS-01, Remove Scale of Cross-Sections as 1 "=S' Vertical or 1 "=1 0' Horizontal in lower right hand corner and put N.T.S. On Sheet SP-Q1, On NORTH GATE ENTRY LAYOT, Change Label "8" SIGN WALL-SEE DETAIL SHEET RD-1" to" 8" SIGN WALL- SEE DETAIL SHEET RD-3". On Sheet SP-Q2, Change 2nd Note in Center of Sheet, the Phrase" PAINT EXISTING CURB GRAY, UNLESS OTHERWISE NOTED" to" PRESSURE WASH EXISTING CURB, AS DIRECTED BY CITY" On Sheet SP-03, On GAME BOARD PLAZA, Change Label" SCUFF HOLE SEE DETAIL SHEET NO. RD-3" to" SCUPPER OPENING SEE DETAIL SHEET NO. HD-11"; two places. Also add Note" GAME BOARD PLAZA AS ALTERNATE NO.S". On Sheet SP-OS, On the OASIS PAVILION PLAZA, Change Labels from left to right as Follows: a. From "ACCENT PIER (TYP) DETAIL, SEE DETAIL SHEET HD-8" to "ACCENT PIER (TYP) DETAIL, SEE DETAIL SHEET HD-6". b. From "ACCESS TOEWALL SEE DETAIL SHEET RD-S" to" BEACH ACCESS FOOTER, SEE DETAIL SHEET NO. RD-S" . c. From" SHOWER, SEE DETAIL SHEE....." to "SHOWER, SEE DETAIL SHEET NO. HD-9" d. From "RADIAL SAND/SEAT WA...,SPECIAL 92 LF..." to "RADIAL SAND/SEAT WALL SPECIAL 92 LF SEE DETAIL SHEET NO. HD-6" On Sheet SP-07, On the BEACH ACCESS WALK NO.1 DETAIL Change Labels as Follows: a. From" RAMP WALL & RAILING SEE DETAIL SHEET RD-1" to "RAMP WALL & RAILING SEE DETAIL SHEET NO. RD-2". b. From" 30' HANDICAP RAMP SEE DETAIL SHEET RD-1" to" 30'HANDICAP RAMP SEE DETAIL SHEET NO. RD-2". On Sheets SP-12A, 12B, 13A, and 13B, Change Number of Beach Access Points to the Following: a. Change "BEACH ACCESS NO.4" to "BEACH ACCESS NO. 4A" b. Change "BEACH ACCESS NO. S" to "BEACH ACCESS NO.4B" c. Change "BEACH ACCESS NO.6" to "BEACH ACCESS NO. S" d. Change "BEACH ACCESS NO.7" to "BEACH ACCESS NO. 6A" e. Change "BEACH ACCESS NO.8" to "BEACH ACCESS NO. 6B" f. Change "BEACH ACCESS NO.9" to "BEACH ACCESS NO.7" On Sheet SD-07, "X-OUT, NIC" over NSBB No.2 Site Plan. On Sheet RD-06, "X-OUT, NIC" over Parking Meter Post Detail, lower center of sheet. On Sheet UT-07, Change Label "NEW 30 LF 2" POLY WATER LINE" to "NEW 120 LF 2" POLY WATER LINE", and Change Label "SO LF 8" DIP NEW WATER LINE" to "SO LF 8" PVC NEW WATER LINE" C:\Documents and Settings\timothy.kurtz\Local Settings\Temporal)' Internet Files\OLK9C\Beachwalk Phase II III IV Addenda No.1 Final.doc .A BEACHWALK PHASE II, III, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 Page 3 of 4 On Sheet UT -0, Add General Utility Note NO.5 "ALL WATER VALVES SHALL BE LOCATED ADJACENT TO TEES, BENDS, AND FITTINGS." On Sheet SP-07A, Proposed Water and Proposed Reclaimed Water Require minimum cover of 36" not as graphically shown on Beach Access No.1 and 2 on sheet SP-07 A, Refer to Plan and Profile on Sheet UT -07 and UT -08. On Sheet UT-09, Change Label "NEW 280 LF 6" PVC WATER LINE" to "NEW 280 LF 8" PVC WATER LINE" On Sheet ST- 7, Note on the sheet that "STORM STRUCTURES C-5, C-6, C-7, & C-8 AND ALL 12" PVC PIPING ARE INCLUDED AS ALTERNATE NO. 7" not in Base Bid On Sheet ST-11, Change Label" CONNECT TO EX., MH (0-13), SEE NOTE 3 BELOW" to "MH (0-13), CONNECT TO EX., SEE NOTE 3 BELOW" On Sheets ST -4, ST -6, ST -8, and ST -10, Insert Grid Line elevations same as Roadway Plans Sheet RP-4, RP-6, RP-8, and RP-10. On Sheets ST-4, ST-6, ST-8, ST-10, and UT-4, UT-6, UT-8, UT-10, Profile shows RCW in wrong places based on older design. COntractor to delete profile of RCW in locations other than shown on Plan Sheets UT-3, UT-5, UT-7, and UT-9. On Sheets RP-5, RP-7, RP-9, Scupper Openings are to be placed through Sand/Seat Wall at grade of Hiking Trail per Detail Sheet HD-11, every 20 feet from Station 1122+60, L T, to Sta1132+20,LT. Eliminate Scupper Openings at Beach access No.5, 6A, 6B, 7, & 8. On Sheet UT -07, Adjust water line around New Storm and Existing RCW from Sta. 1125+40, RT to Sta 1126+60,RT. Note inlet at 1126+60, Rt to be installed by Hyatt Resort Development and ties into Inlet C-17a. Ex. RCW to remain. On Sheet HD-1, On South Gateway Title Add Note " ALTERNATE NO.4 UNLESS OTHERWISE NOTED", and on Game Board Plaza Title Add Note " ALTERNATE NO.5 UNLESS OTHERWISE NOTED". On Sheet HD-3, Sundial Plaza Detail Plan Title Add Note " ALTERNATE NO.7 UNLESS OTHERWISE NOTED". On Sheet HD":6, On Sand/Seat Wall Detail Add Note to Cap Detail as "ALTERNATE No.1", and wall w/ medium sandblast finish as "ALTERNATE NO.1", and to Title Add Note "BASE BID UNLESS OTHERWISE NOTED". On Sheet HD-7, On Game Board Plaza Wall Cap and Tile Layout Title Add Note "ALTERNATE NO.5 UNLESS OTHERWISE NOTED". On Sheet TCP-2. Add the following new note: "The Contractor shall provide an access plan for directing pedestrians to and from the beach. The Contractor shall use fencing, concrete barriers, signing, and markings (crosswalks) to direct pedestrians around or away from the construction areas." 32. On Sheet TCP-3. The dates shown under SCHEDULE in the Legend are not applicable. 33. On Sheet TCP-3. Two of the "SEE DETAIL" notes along Gulfview Boulevard, (one at Station 104 and the other at Station 1126) refer to details contained in Phase I Plans. D. ATTACHMENTS The following attachments are included and made part of this Addendum NO.1: 1. Contract Documents a. New Article 39 for City Standard Benches, Showers, Waste Receptacles, and Bicycle Parking, with Index sheets; b. New Article 40 for City Standard to Core Parking Meter Posts, with Index Sheet No. 114M; c. New Article 41 for Beach Bollard Lighting, with Manufactures Detail; d. City Index Sheet No. 909; e. Section III Bidders Proposal forms, with Addendum NO.1 included; and f. Section VI Project Specifications, Bid Item and Specification Checklist. . C:\Documents and Settings\timothy.kurtz\Local Settings\Temporary Internet Files\OLK9C\Beachwalk Phase II III IV Addenda No.1 Final.doc ~ . . . . '" BEACHW ALK PHASE II, III, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 Page 4 of 4 2. Construction Plans a. Revised Sheets: G-1, RD- 2, RD- 5, SP-6, ST-12, and UT-12. b. New Sheets: SP-14, T-9, and T-10. E. CONCLUSION This Addendum is intended to assist in answering some of the Contractor's question prior to bidding. Any additional questions can be addressed during the bidding process. F . APPROVALS 1. This ADDENDUM NO.1 was prepared by me or under my direct supervision, and I approve of this Addendum. PBS&J, Tampa CEI William C. Kasak, PE Engineer of Record Date 2. This ADDENDUM NO.1 was reviewed by me or under my direct supervision, and I approve of this Addendum. City of Clearwater Michael Quillen, PE City Engineer Date C:\Documents and Settings\timothy.kurtz\Local Settings\Temporary Internet Files\OLK9C\Beachwalk Phase 11 III IV Addenda No.1 Final.doc . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # ..._.....u.~_.._....._~_....m._........._........._.____..._.__.__........_...,.._.._._.__..._...._..... .-...-..------........................ .......................-............-..... .... .. ..................... ....- SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 39. STANDARD CITY BEACH FURNITURE 39.1 Defmition The beach furniture are designed to meet the City Standard Specifications in the Base Bid This bid item is to provide the fixture and install where shown in the plans. These project specifications are for Base Bid items. For the alternate Bid items see Article Part C-3 bike racks, Part C-5 Drinking fountains, Part C-6 Waste Receptacles, Part C-7 benches by type and location, and Part C-I0 Beach Showers and Turtle Sculptures. 39.2 Scope of Work The scope of is to furnish the beach furniture as shown on the details at the end of the section. Bid Item- 8023 - DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAIN INC., MODEL NO. 840 SM-02 STAINLESS STEEL) 8027 - SHOWERS (SHOWER TOWER, INC, MODEL NO. 4 STATION) 8030 - BENCH, TYPE A (WABASH VALLEY, MODEL NO. CN400R) 8031 - BENCH, TYPE B (PLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8032 - BENCH, TYPE C (PLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8033 - WASTE RECEPTACLES (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7651) 8034 - BICYCLE PARKING (PALMER GROUP, MODEL NO. WCR02-SF-SS) Install the beach furniture per the manufactures specifications and approved by the City. 39.3 Method of Measurement The measurement of the beach furniture shall be the number of each fixture per the detailed provided, in place, and accepted by the City. 39.4 Method of Payment Payment shall be made at the contract unit price per each of: 8023 - DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAIN INC., MODEL NO. 840 SM-02 STAINLESS STEEL) 8027 - SHOWERS (SHOWER TOWER, INC, MODEL NO. 4 STATION) 8030 - BENCH, TYPE A (WABASH VALLEY, MODEL NO. CN400R) 8031 - BENCH, TYPE B (PLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8032 - BENCH, TYPE C (PLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8033 - WASTE RECEPTACLES (PLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7651) 8034 - BICYCLE PARKING (PALMER GROUP, MODEL NO. WCR02-SF-SS) which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 40. STANDARD CITY PARKING METER CORING 40.1 Dermition The Parking Meter Post are to be placed following the parking stripping to assure accurate placements rather than insert a post sleeve in the concrete sidewalk where meters are to be placed. The meter post foundation will be cored through the concrete so the City can place the post and meter. 40.2 Scope of Work Following the installation of the parking space stripping in Phases II, III and IV, the contractor shall establish the location of the parking meter post, and upon City acceptance of the location the Contractor shall core through the concrete sidewalk or other surface, avoiding utilities, a hole diameter of 4" and depth of 12". If the City is delayed in installing post and meters, the hole will be filled with sand upon direction of the City. See City index 114 M at the end of this Section VI. 40.3 Method of Measurement The measurement of the parking meter post shall be the number of each meter post cored, in place, and accepted by the City. 40.4 Method of Payment Payment shall be made at the contract unit price per each PARKING METER POST CORED, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work . . . ..... 'k BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 41. BOLLARD BEACH LIGHTING 41.1 Def"mition The Beach lighting program other than those provided by Progress Energy are City owned, operated and maintained. Bollard lighting system that is required as part of the approvals for the Florida Department of Environmental Protection - Beaches and Coastal System permit conditions. Bollard lighting will be placed along the western edge of the hiking trail at the designated intervals. The Bollard lights shall be a Trida Bollard manufactured by Forms and Surfaces of Carpinteria, CA, as shown in the detail at the end of this Section VI. 41.2 Scope of Work Upon Completion of the Sand/Seat Wall and the base preparation of the hiking trail, the contractor shall mark the locations of the Bollard Lights. Bollard Lights as specified in the detail shall be placed at 25 foot intervals one foot off the sand/seat wall within the hiking trail from Station 1112+50, LT to Station 1132+50, LT and Station 332+25,LT to Station 337+25,LT. 2" PVC conduit shall be buried 6" in depth between the location as marked, and approved by the City. At each approved location install a plumbed 5" diameter tubular steel core with conduit connections brought to the top ofthe tubular steel core per manufacture details. During the paving of the Hiking Trail, make sure that the steel core remains plumb. Upon completion of the paving of the Hiking trail, install the wiring and Bollard lights per the Manufactures specifications. 4.1.3 Method of Measurement The measurement of the Bollard Lighting shall be the number of each Beach Bollard Light placed, operational, and accepted by the City. The measurement ofthe Beach Lighting 2" conduit shall be the number of lineal feet installed, operational and accepted by the City. 41.4 Method of Payment Payment shall be made at the contract unit price per each BEACH BOLLARD LIGHTING 2" CONDUIT and unit price per each BOLLARD LIGHTING FIXTURE, which prices shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL SUMMARY PROJECT: BEACH WALK, PHASES 2, 3 & 4 ALTERNATE NO. 1 2 3 4 5 6 7 8 9 . . 10.23 - REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY 16 ALTERNATE TOTAL Revised 10/25/2006 ~~, . . . PBSI To: Prospective Bidders Date: October 25,2006 Subject: Addendum No. I To Whom It May Concern: Attached is Addendum No. I of the Beachwalk Phase II, III & IV Construction Program and Bid Set. Please review and include with the Bid Package. Any questions can be asked up to November 6th, 10 days prior to the Bid Opening on November 16th, 2006. All questions will be answered on or before November, 10th, 2006. Questions are to be presented in writing by email tobdoan~pbsi.com; or mailed and delivered to Ben Doan, P.E., PBS&J, 5300 West Cypress Street, Tampa, Florida 33607. No verbal questions can be answered officially. Sincerely, PBS&J Ben W. Doan, P.E. Division Manager, VP . A. B. . BEACHWALK PHASE II, HI, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 . Page 1 of 4 INTRODUCTION Prior to bidding on these sets of Plans it was determined that there was some methods used in the design that the City needed chang.ed and there were some inconsistencies that needed clarification. These changes led to this Addendum No.1, which includes inserts into the Contract Documents Project Manual, changes to be made on the Plans Sheets and New Sheets to insert into the Plans. Make the Following Adjustments to the Bidders Package before bidding. CHANGE IN CONTRACT DOCUMENTS PROJECT MANUAL Make the following Changes in the Contract Documents Project Manual: 1. Section VII, Article 20, in sections 20.1.1 and 20.1.2 change the word "Polylined" to "Pr01ecto 401 Epoxy". Section VI, Add Article 39. The City standard facilities will be part of the Base Bid. These are noted in the new Article 39, and the index sheets at the end of this section for the benches, showers, waste receptacles, and bicycle parking. Insert the attached Article 39 and attachments into the Contract Documents. Section VI, Add Article 40. The City revised P~rklng Meter Pole Index was adjusted to provide coring of the parking meter pole foundations after the striping of the parking spaces has been completed to assure proper location. Insert the attached Article 40 and attachments into the Contract Documents. Section VI, Clarification of Saved Tree Protection. For those Trees to be saved per the City, the City Standard Tree Barricade Index shall be used. Insert City Index No. 909 at the end of this Section VI. Section VI, Add Article 41. This would address the Beach Lighting Plan as identified by Progress Energy and developed into plans by PBS&J. Section III, Revised Bidders Proposal including revised and new bid items per this Addendum NO.1. To be used for the Bidder's Proposal. Section VI, Project Specifications Bid Item Checklist Sheets 5 through 12. 2. 3. 4. 5. 6. 7. C. CHANGE IN PLANS There were some inconsistencies in the Plan Sheets that need changing. These are minor changes and it is requested of the Contractor to insert the Changes on the Sheets. 3. . 4. 1. On Sheet G-2, Sheet Index, Add New Sheet SP-14 "BEACH ACCESS NO.9" at bottom of Center Column as 59A, and Add New Sheets LP-01 "BEACH LIGHTING PLAN, LOCATION NO.3 AND 4" LP-02, BEACH LIGHTING PLAN, LOCATION NO.5 AND 6"and LP-03 "BEACH LIGHTING PLAN, LOCATION NO.17 AND DETAILS" On Sheet G-13, Promenade Horizontal Control Plan, Sta 124+40 to 336+20, make the following Changes a. Change Label "SAND/SEAT WALL-SEE DETAIL SHEET NO. RD-5" to "SAND/SEAT WALL- SEE DETAIL SHEET NO. RD-3"; two places Sta 336+00 +/- ,LT b. Change Label n BEACH ACCESS TOE WALL (TYP), SEE DETAIL SHEET NO. SD- 5" to "BEACH ACCESS FOOTER (TYP), SEE DETAIL SHEET NO. RD-5"; one place Sta 336+00+/.,L T On Sheet DP-O Demolition Plan Index, Note NO.11 should read "ALL TREES WITHIN LIMITS OF DEMOLITION TO' BE REMOVED IN ACCORDANCE WITH CONTRACT DOCUMENTS. PALM TREES EACH AND OTHERS BY INCH DIAMETER,COORDINATE WITH CITY OF CLEARWATER" -"~f .:.: On Sheet RP-05, Change Label"4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1118+00, LT; Sta 1118+20,RT; Sta 1119+00, LT; and Sta 1122+20, LT. Add label at Sta 1120+20,L T. 2. C\Documents and Settings\13814\Desktop\Beachwalk Phase 11 1II & IV Addenda No.1 Final.doc Wi~ . 5. 6. 7. a. 9. 10. 11. . 12. 13. 14. 15. 16. 17. . BEACHW ALK PHASE II, III, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 Page 2 of 4 On Sheet RP-07, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1123+35,L T. Add labels at Sta .1124+35,L T; Sta 1124+60,RT; Sta 1127+10,RT; and Sta 1127+aO,RT. Also place note "IMPROVEMENTS BY HYATT RESORr for all improvements from Sta 124+00 to ~ta 126+85, and from Hyatt building to back of curb. On Sheet RP-09, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1132+05,L T. And Double Printing on buildings on right half of sheet should read: Large Building "LIFE GUARD STATION TO REMAIN" and Small Building "RESTROOM TO REMAIN" On Sheet RP-23, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 335+30,LT. Add at Sta 334+20,L T; 336+10,LT; and 336+aO,LT. Also Change Label "BEACH ACCESS NO.11" to "BACH ACCESS NO.9" On Sheet CS-01 , Remove Scale of Cross-Sections as 1 "=5' Vertical or 1 "=1 p' Horizontal in lower right hand corner and put N.T.S. On Sheet SP-01, On NORTH GATE ENTRY LAYOT, Change Label "8" SIGN WALL-SEE DETAIL SHEET RD-1" to" 8" SIGN WALL- SEE DETAIL SHEET RD-3". On Sheet SP-D2, Change 2nd Note in Center of Sheet, the Phrase" PAINT EXISTING CURB GRAY, UNLESS OTHERWISE NOTED" to" PRESSURE WASH EXISTING CURB, AS DIRECTED BY CITY" On Sheet SP-03, On GAME BOARD PLAZA, Change Label" SCUFF HOLE SEE DETAIL SHEET NO. RD-3" to " SCUPPER OPENING SEE DETAIL SHEET NO. HD-11 "; two places. Also add Note" GAME BOARD PLAZA AS ALTERNATE NO.5". On Sheet SP-05, On the OASIS PAVILION PLAZA, Change Labels from left to right as Follows: a. From "ACCENT PIER (TYP) DETAIL, SEE DETAIL SHEET HD-8" to "ACCENT PIER (TYP) DETAIL, SEE DETAIL SHEET HD-6". b. From "ACCESS TOEWALL SEE DETAIL SHEET RD-5" to " BEACH ACCESS FOOTER, SEE DETAIL SHEET NO. RD-5" c. From" SHOWER, SEE DETAIL SHEE....." to "SHOWER, SEE DETAIL SHEET NO. HD-9" . d. From "RADIAL SAND/SEATWA...,SPECIAL 92 LF..." to "RADIAL SAND/SEAT WALL SPECIAL 92 LF SEE DETAIL SHEET NO. HD-6" On Sheet SP-07, On the BEACH ACCESS WALK NO.1 DETAIL Change Labels as Follows: a. From" RAMP WALL & RAILING SEE DETAIL SHEET RD-1" to "RAMP WALL & RAILING SEE DETAIL SHEET NO. RD-2". b. From" 30' HANDICAP RAMP SEE DETAIL SHEET RD-1" to " 30'HANDICAP RAMP SEE DETAIL SHEET NO. RD-2". On Sheets SP-12A, 12B, 13A, and 13B, Change Number of Beach Access Points to the Following: a. Change "BEACH ACCESS NO.4" to "BEACH ACCESS NO. 4A" b. Change "BEACH ACCESS NO.5" to "BEACH ACCESS NO. 4B" c. Change "BEACH ACCESS NO.6" to "BEACH ACCESS NO.5" . d. Change "BEACH ACCESS NO. 7" to "BEACH ACCESS NO. 6A" e. Change "BEACH ACCESS NO. a" to "BEACH ACCESS NO. 6B" f. Change "BEACH ACCESS NO.9" to "BEACH ACCESS NO.7" On Sheet SD-07, "X-OUT, NIC" over NSBB NO.2 Site Plan. On Sheet RD-D6, "X-OUT, NIC" over Parking Meter Post Detail, lower center of sheet. On Sheet UT-07, Change Label "NEW 30 LF 2" POLY WATER LINE" to "NEW 120 LF 2" POLY WATER LINE", and Change Label "50 LF 8" DIP NEW WATER LINE" to "50 LF a" PVC NEW WATER LINE" C:\Documents and Settings\13814\Desktop\Beachwalk Phase n 111 & IV Addenda No.1 Fina1.doc #' . 18. 19. 20. 21. 22. 23. 24. 25. 26. '. 27. 28. 29. 30. 31. 32. 33. BEACHW ALK PHASE II, III, & IV BIDDERS -DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 . Page 3 of 4 On Sheet UT-O, Add General Utility Note No.5 "ALL WATER VALVES SHALL BE LOCATED ADJACENT TO TEES, BENDS, AND FITTINGS." On Sheet SP-07 A, Proposed Water and Proposed Reclaimed Water Require minimum cover of 36" not as graphically shown on Beach Access NO.1 and 2 on sheet SP-07 A, Refer to Plan and Profile on Sheet UT -07 and UT -08. On Sheet UT-09, Change Label "NEW 280 LF 6" PVC WATER LINE" to "NEW 280 LF 8" PVC WATER LINE" On Sheet ST-7, Note on the sheet that "STORM STRUCTURES C-5, C-6,'C-7, & C-8 AND ALL 12" PVC PIPING ARE INCLUDED AS ALTERNATE NO. 7" not in Base Bid On Sheet ST-11, Change Label" CONNECT TO EX., MH (0-13), SEE NOTE 3 BELOW" to "MH (0-13), CONNECT TO EX., SEE NOTE 3 BELOW" On Sheets ST-4, ST-6, ST-8, and ST-10, Insert Grid Line elevations same as Roadway Plans Sheet RP-4, RP-6, RP-8, and RP-10. On Sheets ST -4, ST -6, ST-8, ST-10, and UT -4, UT-6, UT-8, UT-10, Profile shows RCW in wrong places based on older design. Contractor to delete profile of RCW in locations other than shown on Plan Sheets UT-3, UT-5, UT-7, and UT-9. On Sheets RP-5, RP-7, RP-9, Scupper Openings are to be placed through Sand/Seat Wall at grade of Hiking Trail per Detail Sheet HD-11, every 20 feet,from Station 1122+60, L T, to Sta1132+20,L T. Eliminate Scupper Openings at Beach access No.5, 6A, 6B, 7, & 8. On Sheet UT -07, Adjust water line around New Storm and Existing RCW from Sta. 1125+40, RT to Sta 1126+60,RT. Note inlet at 1126+60, Rt to be installed by Hyatt Resort Development and ties into Inlet C-17a. Ex. RCW to remain. On Sheet HD-1, On South Gateway Title Add Note .. ALTERNATE NO.4 UNLESS OTHERWISE NOTED", and on Game Board Plaza Title Add Note" ALTERNATE NO.5 UNLESS OTHERWISE NOTED". On Sheet HD-3, Sundial Plaza Detail Plan Title Add Note " ALTERNATE NO.7 UNLESS OTHERWISE NOTED". On Sheet HD-6, On Sand/Seat Wall Detail Add Note to Cap Detail as "ALTERNATE No.1", and wall w/ medium sandblast finish as "ALTERNATE NO.1", and to Title Add Note "BASE BID UNLESS OTHERWISE NOTED". On Sheet HD-7, On Game Board Plaza Wall Cap and Tile Layout Title Add Note "ALTERNATE NO.5 UNLESS OTHERWISE NOTED". On Sheet TCP-2. Add the following new note: "The Contractor shall provide an access plan for directing pedestrians to and from the beach. The Contractor shall use fencing, concrete barriers, signing, and markings (crosswalks) to direct pedestrians around or away from the construction areas." On Sheet TCP-3. The dates shown under SCHEDULE in the Legend are not applicable. On Sheet TCP-3. Two of the .SEE DETAIL" notes along Gulfview Boulevard, (one at Station 104 and the other at Station 1126) refer to details contained in Phase I Plans. ATTACHMENTS The following attachments are included and made part of this Addendum NO.1: 1 . Contract Documents . a. New Article 39 for City Standard Benches, Showers, Waste Receptacles, and Bicycle Parking, with Index sheets; b. New Article 40 for City Standard to Core Parking Meter Posts, with Index Sheet No. 114M; c. New Article 41 for Beach Bollard Lighting, with Manufactures Detail; ~;' d. City Index Sheet No. 909; e. Section III Bidders Proposal forms, with Addendum NO.1 included; and f. Section VI Project Specifications, Bid Item and Specification Checklist. D. . C:\Documents and Settings\13814\Desktop\Beachwalk Phase II III & IV Addenda No.1 Fina1.doc -i>" . . . g. h. i. j. BEACHW ALK PHASE D, DI, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 . Page 4 of 4 Nodarse Geotechnical Report TBE - Subsurface Utility Engineering Reports Pinellas County - Minimum Testing Requirements FDEP/ERP Permit and Conditions, No. 52-0244761-002 2. Construction Plans a. Revised Sheets: G-1, RD- 2, RD- 5, SP-6, ST-12, and UT-12. b. New Sheets: SP-14, T-9, and T-10. E. CONCLUSION This Addendum is intended to assist in answering some of the Contractor's question prior to bidding. Any additional questions can be addressed during the bidding process. F. APPROVALS 1. This ADDENDUM NO.1 was prepared by me or under my direct supervision, and I approve of this Addendum. PBS&J, Tampa CEI It/~c~ William C. Kasa~. PE Engineer of Record /0 - 7-1'- ,.:;J ~ Date 2. This ADDENDUM NO.1 was reviewed by me or under my direct supervision, and I approve of this Addendum. City of Clearwater IcJ~2 j-O,G Date C :\Documents and Settings\13814\Desktop\Beachwalk Phase II III & IV Addenda ~o.1 Final.doc . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 39. 8T ANDARD CITY BEACH FURNITURE 39.1 Definition The beach furniture are designed to meet the City Standard Specifications in the Base Bid This bid item is to provide the fixture and install where shown in the plans. These project specifications are for Base Bid items. For the alternate Bid items see Article Part C-3 bike racks, Part C-5 Drinking fountains, Part C-6 Waste Receptacles, Part C-7 benches by type and location, and Part C-I0 Beach Showers and Turtle Sculptures. 39.2 Scope of Work The scope of is to furnish the beach furniture as shown on the details at the end of the section. Bid Item - 8023 - DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAIN INC., MODEL NO. 840 SM-02 STAINLESS STEEL) 8027 - SHOWERS (SHOWER TOWER, INC, MODEL NO.4 STATION) ~W30 - BENCH, TYPE A (WABASH VALLEY, MODEL NO. CN400R) 8031 ~ BENCH, TYPE B (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8032 - BENCH, TYPE C (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8033 - WASTE RECEPTACLES (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7651) 8034 - BICYCLE PARKING (pALMER GROUP, MODEL NO. WCR02-SF-SS) Install the beach furniture per the manufactures specifications and approved by the City. 39.3 Method of Measurement The measurement of the beach furniture shall be the number of each fixture per the detailed provided, in place, and accepted by the City. . 39.4 Method of Payment Payment shall be made at the contract unit price per each of: 8023 - DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAIN INC., MODEL NO. 840 SM-02 STAINLESS STEEL) 8027 - SHOWERS (SHOWER TOWER, INC, MODEL NO.4 STATION) 8030 - BENCH, TYPE A (WABASH VALLEY, MODEL NO. CN400R) 8031 - BENCH, TYPE B (PLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8032 - BENCH, TYPE C (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8033 - WASTE RECEPTACLES (PLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7651) 8034 - BICYCLE PARKING (pALMER GROUP, MODEL NO. WCR02-SF-SS) which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. g clarwater ij . Water Fountains . Parks and Recreation Department Amenity Vendor Model Number Cost Price (date) . Water Fountain Most Dependable 840 SM-02 May 2006 - Hi-Lo Fountains. Inc. Stainless Steal * Jug Filler included in fountain price. Page 14 of 30 ~ C~arwater o . Showers . Parks and Recreation Department Amenity Vendor Model Number Cost Price (date) Shower Tower Shower Tower. Inc. 4 Station May 2006 - 4 Station Page 12 of 30 ~. ~ Clearwater - u . Benches . Parks and Recreation Department '" Shown with mounting plate covers. Amenity Vendor Model Number Cost Price (date) Metal Bench Wabash Valley CN400R May 2006 w/back Page 2 of 30 ~. ~ Clearwater () . Benches . Parks and Recreation Department . 'ct ~. .......~ - Amenity Vendor Model Number Cost Price (date) Recycled Bench Plastic Recycling of #7321.1 May 2006 wi back Iowa Falls Page 6 of 30 . ~ Clearwater () . Trash Receptacles . Parks and Recreation Department Amenity Vendor Model Number Cost Price (date) Trash Receptacles Plastic Recycling of #7651 May 2006 - Recycled Iowa Falls I Page 10 of 30 ~ Ctrwater o . Trash Receptacles . Parks and< Recreation Department Amenity Vendor Model Number Cost Price (date) Trash Receptacles - Wabash Valley LR300R May 2006 metal I < Page 9 of 30 ~ C!:arwater o . . Bike Racks .' Parks and Recreation Department Amenity Vendor Model Number Cost Price (date) Bike Racks (2 bk.) Palmer Grou12 WCR02-SF-SS May 2006 Page 11 of 30 . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # 'I'~ - SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 40. STANDARD CITY PARKING METER CORING 40.1 Definition The Parking Meter Post are to be placed following the parking stripping to assure accurate placements rather than insert a post sleeve in the concrete sidewalk where meters are to be placed. The meter post foundation will be-cored through the concrete so the City can place the post and meter. . 40.2 Scope of Work. Following the installation of the parking space stripping in PhasesH, ill and N, the contractor shall establish the location of the parking meter post, and upon City acceptance of the location the Contractor shall core through the concrete sidewalk or other surface, avoiding utilities, a hole diameter of 4" and depth of 12", If the City is delayed in installing post and meters, the hole will be filled with sand upon direction of the City. See City index 114 M at the end of this Section VI. - 40.3 Method of Measurement The measurement of the parking meter post shall be the number of each meter post cored, in place, and accepted by the City. 40.4 Method of Payment Payment shall be made at the contract unit price per each PARKING :METER POST CORED, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work -~~..~ -' 8" 1-1/2"R \ I Min., Pavement ~" , 4' , " DETAIL CONSTRUCTION AL TERNA TE . ~ .... . . 8" 1-1/2"R\1 Min. Pavement ~ , A " . , Varies 1" per foot cross slope 'Max. -... Varies DETAIL OF SIDEWALK PARKING ONE SIDE ONLY Meter Post Coring When Required NOTES: 1. Meter post coring sholl be 4" diameter and 12" depth min. 2. Contractor sholl select method of construction. There sholl be no variation of unit price bids. 3. Meter post locations sholl be marked by an "x" in the concrete. " .. 4. Concrete to be 3,000 P.s.I.. with fiber mesh reinforcing, Sand if required 4" Diameter Opening PARKING METER POST CORI:;\JG DETAIL .' CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING GONG SIDEWALKS &. METER POSTS IN PARKING LOTS 4/9/02 REV. DATE REDRAWN BY Novo CHECKED BY Rev. Nole. R.G. DESCRIPnON APP. DESIGNED BY C.M.H. D~Tf: 8 92 INDEX NO. 114M 1 OF 1 . . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 41. BOLLARD BEACH LIGHTING 41.1 Definition The Beach lighting program other than those provided by Progress Energy are City owned, operated and maintained. Bollardlighting system that is required as part of the approvals for the Florida Department of Environmental Protection - Beaches and Coastal System permit conditions. Bollard lighting will be placed along the western edge of the hiking trail at the designated intervals. The Bollard lights shall be a Trida Bollard manufactured by Forms and Surfaces of Carpinteria, CA, as shown in the detail at the end of this Section VI. 41.2 . Scope of Work Upon Completion of the Sand/Seat Wall and the base preparation of the hiking trail, the contractor shall mark the locations of the Bollard Lights. Bollard Lights as specified in the detail shall be placed at 25 foot intervals one foot off the sand/seat wall within the hiking trail from Station 1112+50, LT to St~tion 1132+50, LT and Station 332+25,LT to Station 337+25,LT. 2" PVC conduit shall be buried 6" in depth between the location as marked, and approved by the City. At each approved location install a plumbed 5" diameter tubular steel core with conduit connections brought to the top of the tubular steel core per manufacture details. During the paving of the Hiking Trail, make sure that the steel core remains plumb. Upon completion of the paving of the Hiking trail, install the wiring and Bollard lights per the Manufactures specifications. 41.3 Method of Measurement The measurement of the Bollard Lighting shall be the number of each Beach Bollard Light placed, operational, and accepted by the City. The measurement of the Beach Lighting 2" conduit shall be the number of lineal feet installed, operational and accepted by the City. 41.4 Method of Payment Payment shall be made at the contract unit price per each BEACH BOLLARD UGHTING 2" CONDUIT and unit price per each BOLLARD LIGHTING FIXTURE, which prices shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work -~-',-....,,,; . . . ., page 1 of 3 Rev. 05-06-05 toll free 800.451.0410. www.forms-surfaces.com The Trlada Bollard is designed to look great in both traditional and contemporary environments. Remarkably durable, the louvered head and expressively shaped column are both made of rustproof cast aluminum. Ughting pattem is symmetrical. Trlada Bollards are available in compact fluorescent or HID versions and may be specified with a standard base plate mount or with a 5. diameter embedded steel core for extra security. The Triada design is also avaHable in a larger pedeSlrian-height version, allowing the same aesthetics to be extended across a multitude of scale and application requirements. Please refer to the Triads Pedestrian L.ightJng Tech Brieffortec:hnit;al speclicationS. COLUMN One-piece contoured cast aluminum. HEAD Three-part cast aluminum with frosted borosilicate glass cylin- der, gasketed top and bottom. BALLASTS Compact Fluorescent: EIecIronic, thennally protected, 1201277V combination tor 26W, 32W or 42W compact fluorescent lamp, less than 10% THO, 0" F starting temperature. High Intensity Discharge: F-can ballast, thennally Protected, 1201277V, .20. F starting temperature, class B sound rating. LAMP Induded. See lamp chart, ISO curves and polar plots on page 2. CERTIFICATION UL and CUL listed for wet locations. FINISH Polyester powdercoat. Standard colors are Silver Texture and Black Texture. Optional colors from the Fonns+Surfaces color chart and custom RAL colors are available for an upcharge. Please caD or visit our web site for an F+S color chart and for further information on custom color options. Note: texture pow- dercoats are recommended. INSTALLATION Standard: 318" thick base plate. Anchor bolts, hardware and template induded. Optional: 5. diameter embedded tubular steel core. 3. dla. conduit opening TRIADA BOLLARD tech brief Compact Fluorescent HIgh Intensity Discharge 8.50. dia. base plate 5.50. die. bolt cin:Je clearance holes for 1/2-13 anchor bolts (3X) Base Plate Detail 41.90. conduit with 42" winI whip lby others) 1/2-13 x 18" hot-dipped 9avanized steel anchor bolts (3X) 5" dia. embedded tubular steel core (optional) Compact fluorescent Triada BoIIerrJ shown with standarrl base plate installation; HID Triads Bo//arrl shown with embeded installation. Either lamping option may be specified with either installation type. 6395 Cindy lane Carpinteria. CA 93013 tel 800.451.0410 fax 805.684.8620 @ 2005 Forms+Surfaces Form~+5urfaceS' WWW.forms-surfaces.com HARDWOODS DIWP UN[ I ~ ::E Q. I;; :i5i t:! i t .... z::. I (; ~ ~ w i J!l c ~ i j Il: ) . .. .s ! ! l!l. i i! .9 "ii ~ d J '8 t I ~ ! i I ~"i G ~ (j . ~'II-!I - IIXlD IUIIIIII;D ,. MINIMUM RADIUS 10 IE PR01EC1m: A. IfMDWOClDS - IA DIIPUNE B. CONIFERS II SABAL PALMS - EN1lRE DIIPIJNE. 2. UPRIGHlS - NO LESS 1HAN r X r WI&R. 3. HORIZClNTALS - NO LESS 1HAN ,. X .. WMIER. ... BARRIERS SHALL BE EREC1ED ARCUD ALL PR01!C1ED 11BS AND PALMS, AND /NSPEC1D) BY aTf ~A1M IIEF1lRE CClNS1RUC11ON lImNS. 5. uPRIGHT POSTS ARE 10 IE AT LEAST . FEET IN L!NG1H YI11H A MINIIIUII OF , FOOT ANa<<lRED IN GROUND AND 3 FEET ABCM: CRClUND. .. 81MIERS 10 RDIAIN IN PLACE UN1IL ALL PA\1NG, CClNS'IRUC1ICIN AND HEAW ECIIlPMENT IS CUT OF AREA. FURtHER 1NFCIWA'IIClN MAY IE ClBTAlNED FReIN 1HE LAND REIOURCE SPEaALIST AT 1112-47.'. UPtIGHT ~ aEARWAlER INDEX No. 101, SH. , of 1 Rev. 4/01/03 . N. t.s. REv. D~1E 1lESCAl"'M PINES DRP UNE z ~ 'lot i . .. . .~ UPRIGHT HClRIZONTAL CITY OF CLEARWAD. flORIDA PUBUC WORKS ADMINISlRA 110N ENGINEERING REIlRAVIM IV PYtt) HelD FIt lMK IIESGNED 8Y N'P. lMK TREE BARRleAO~ DETAIL DAlE 'rIoa/OJ INDEX NO. 101 10F 1 . . . BEACH WALK PHASES 2. 3 4 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST wI ADDENDUM NO.1 PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2, 3 & 4 APPLICABLE SPECIFICATIONS PROJECT SPECIFICATIONS CHECK LIST This Article designates the specifications which are to be applied to the construction, measurement and payment basis for each item of work in the roadway, drainage, utility relocation, hardscape, landscape, irrigation, signalization and traffic signs and marking portions of the project. Circumstances not addressed in a specification or where indicated as "industry standard" the work is to be accomplished in accordance with the standards incorporated in local construction practice at the level generally recognized as fully acceptable, and/or as the engineer may direct. 1000 1002 1003 1004 1006 1007 1008 1010 1011 1012 1015 1016 1017 1018 1019 2000 2001 ~ 2003 2004 2006 2007 2008 2009 2010 2011 2013 2014 2015 2016 ADM IN ISTATIVE MOBILIZATION PHASE II MOBILIZATION PHASE III MOBILIZATION PHASE IV LAYOUT PHASE II LAYOUT PHASE III LAYOUT PHASE IV MATERIAL TESTING PHASE II MATERIAL TESTING PHASE III MATERIAL TESTING PHASE IV MAINTENANCE OF TRAFFIC PHASE II MAINTENANCE OF TRAFFIC PHASE III MAINTENANCE OF TRAFFIC PHASE IV CONTRACTOR/CITY OFFICE SPACE PROJECT SIGNS DEMOLITION EROSION CONTROL MANAGEMENT DUST CONTROL (CONTINGeNCY) DUST CONTROL-WATER (CONTINGENCY) BALED HAY OR STRAW (CONTINGENCY) INSTALL SILT FENCE SPECIAL EXCAVATION < 1.0 FT SPECIAL EXCAVATION> 1.0 FT REMOVE ASPHALT PAVEMENT STANDARD MilliNG TYPE B - CITY STANDARD MILLING TYPE B - CONTRACTOR REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS REMOVE CONCRETE PAVEMENT 6" REMOVE ASPHALT PARKING STRIP REMOVE EXISTING 2' CURB C:\Docu wnenlS and SelUngs\13814\Desklop\ 10.23 . REVISED CONTRACT DOCUMENTS-SEC '" BID SUMMARY.Jds Page 1 of 12 FOOT SPECS. SEC. 101 FOOT SPECS. SEC. 101 FOOT SPECS. SEC. 101 CLEARWATER SPECS. ART. 2 CLEARWATER SPECS. ART. 2 CLEARWATER SPECS. ART. 2 FOOT SPECS. SEC. 6 FOOT SPECS. SEC. 6 FOOT SPECS. SEC. 6 CLEARWATER SPECS. ART. 44 CLEARWATER SPECS. ART. 44 CLEARWATER SPECS. ART. 44 SPECIAL CONDITIONS ART 8 CLEARWATER SPECS. ART. 50 CLEARWATER SPECS. ART. 38 CLeAR'A'/\TeR SPeCS. ART. 38 CLEARWATER SPECS. ART. 38 CLEARWATER SPECS. ART. 38 PROJECT SPECIFICATION ART B-35 PROJECT SPECIFICATION ART B-2 PROJECT SPECIFICATION ART B-2 INDUSTRY STANDARD CLEARWATER SPECS. ART. 55 CLEARWATER SPECS. ART. 55 PROJECT SPECIFICATION ART B-4_ . INDUSTRY STANDARD ",,~,~ -- INDUSTRY STANDARD INDUSTRY STANDARD 1 0/24/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST . PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 2019 ROUGH GRADING PROJECT SPECIFICATION ART B-3 2020 REMOVE EXISTING MANHOLE TYPE 1 & FILL PROJECT SPECIFICATION ART B-1 2022 REMOVE EXISITING INLET TYPE 1 & FILL PROJECT SPECIFICATION ART B-1 2023 REMOVE EXISITING INLET TYPE 2 RECONSTRUCT PROJECT SPECIFICATION ART B-1 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT REPLACED PROJECT SPECIFICATION ART B-1 2025 REMOVE EXISTING STORM SEWER <18" TYPE 2 REPLACED PROJECT SPECIFICATION ART 8-1 2026 REMOVE EXISTING STORM SEWER >18" TYPE 1 NOT REPLACED PROJECT SPECIFICATION ART 8-1 2027 REMOVE EXISTING STORM SEWER >18" TYPE 2 REPLACED PROJECT SPECIFlCATION ART 8-1 2030 BRICK AND MORTAR PLUG - 15" INDUSTRY STANDARD 2033 REMOVE EXISTING SHOWER AND WATER SERVICE PROJECT SPECIFICATION ART B-5 2034 REMOVE LANDSCAPING TREES 4" TO 12" PROJECT SPECIFICATION ART 8-9 ,2035 REMOVE LANDSCAPING TREES> 12" PROJECT SPECIFICATION ART 8-9 2036 REMOVE REGULATORY SIGNS PROJECT SPECIFICATION ART 8-7 2037 DISPOSAL PROJECT SPECIFICATION ART 8-6 2038 REMOVE EXISTING STREET LIGHTS AND DELIVER TO CITY PROJECT SPECIFICATION ART 8-6 2039 REMOVE EXISTING PARKING METERS PROJECT SPECIFICATION ART B-10 2040 REMOVE, STORE, AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART 8-11 2041 REMOVE, STORE, AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART 8-11 2042 REMOVE, STORE, AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART 8-11 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2044 REMOVE AND DELIVER AUTOMATIC GATE PROJECT SPECIFICATION ART 8-12 2045 REMOVE AND DELIVER TICKET BOOTH PROJECT SPECIFICATION ART B-12 2046 REMOVE AND DELIVER TICKET DISPENSER PROJECT SPECIFICATION ART 8-12 2047 REMOVE CANOPY PROJECT SPECIFICATION ART 8-12 2048 REMOVE EXISTING DRINKING FOUNTAIN PROJECT SPECIFICATION ART B-5 2049 REMOVE EXISTING METAL BENCH PROJECT SPECIFICATION ART B-5 -.,,'< 3000 DRAINAGE 3001 INSTALL STORM MANHOLE 4' DIA CLEARWATER SPECS. ART. 33 . C:\Oocu menlB and SeI1ingsl138 1 4ILocaJ SeIlingsITemporary Inlemet FIIes\OLK30\ 10.20 - REVISED CONTRACT DOCUMENTs.sEC III BIO SUMMARY.x1s Page 2 of 12 10/23/2006 BEACH WALK . PROJECT: PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WAL~ PHASES 2, 3 & 4 3002 3003 3004 3005 3006 3007 3008 3009 . 3010 3011 3012 3013 3014 3015 3016 3019 3020 3025 3026 . 3027 3028 3032 3033 3034 3035 3036 3037 3038 3039 3040 3044 INSTALL STORM MANHOLE 6' DIA INSTALL STORM INLET FOOT TYPE 3 MODIFIED INSTALL STORM INLET FOOT TYPE 3 MODIFIED - 6' DIA INSTALL STORM INLET FOOT TYPE 3 (SUMP) PRECAST INSTALL STORM INLET FOOT TYPE 3 (SUMP) CAST-IN-PLACE INSTALL STORM INLET FOOT TYPE 3 (SUMP) SPECIAL INSTALL STORM INLET FOOT TYPE 4 MODIFIED INSTALL STORM INLET FOOT TYPE 4 (SUMP) PRECAST INSTALL STORM INLET FOOT TYPE 4 (SUMP) CAST-IN-PLACE INSTALL STORM INLET FOOT TYPE 5 INSTALL STORM INLET FOOT TYPE 10 WI CAST IRON GRATE INSTALL STORM INLET FOOT TYPE 9 WI SPECIAL CAST IRON GRATE INSTALL STORM INLET FOOT TYPE 10 WI SPECIAL CAST IRON GRATE INSTALL DITCH BOTTOM INLET TYPE A (SUMP) PRECAST INSTALL YARD DRAIN TYPE 1 CONFLICT STORM MANHOLE 6' DIA RECONSTRUCT MANHOLE DEWATER STORM SEWER TRENCH STORM TRENCH PAVEMENT REPLACEMENT CLEANOUT ON ROOF DRAIN RECONNECT ROOF DRAINS INSTALL STORM SEWER 12" PVC INSTALL STORM SewER 14" DIP INSTALL STORM SewER 16" DIP INSTALL STORM SewER 15" RCP INSTALL STORM SEWER 18" RCP INSTALL STORM SEWER 24" RCP INSTALL STORM SEWER 30" RCP INSTALL STORM SEWER 24" X 38" ERCP INSTALL STORM SEWER 36" RCP STRUCTURE OR PIPE C:\Oocuments and Seaingsl138141Local SetIIngslTemporary lnlernet FlIesIOLK30\ 1020. REVISED CONTRACT DOCUMENTs.sEC IU BID SUMMARY.xIs Page 3 of 12 APPLICABLE SPECIFICATIONS CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 CLEARWATER SPECS. ART. 33 PROJECT SPECIFICATION ART B-14 FOOT INDEX NO. 201 FOOT INDEX NO. 201 CLEARWATER SPECS. ART. 12 CLEARWATER SPECS ART 10 PROJECT SPECIFICATION ART B-16 PROJECT SPECIFICATION ART B-16 PROJECT SPECIFICATION ART B-17 PROJECT SPECIFICATION ART B-17 PROJECT SPECIFICATION ART B-17 CLEARWATER SPECS. ART. 19 CLEARWATER SPECS. ART. 19 CLEARWATER SPECS. ART. 19 CLEARWATER SPECS. ART. 19 -:.J'"' CLEARWATER SPECS. ART. 19 CLEARWATER SPECS. ART. 19 INDUSTRY STANDARD 10/23/2006 C:\Oocu rnenls and Settings\ 13814\LocaI SelIingslTempolllry Internal FlleslOlK3O\ 10.20. REVISED CONTRACT DOCUME~C III BID SUMMARYJds Page 4 of 12 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 4039 TYPE III BARRICADE AND ROAD CLOSED SIGN FOOT SPECS. SEC. 700 4040 TYPE I ROAD TERMINATION SIGN FOOT SPECS. SEC. 700 4041 DOME SURFACE AT ADA CROSSINGS INDUSTRY STANDARD 4042 ADA RAMP ON STANDARD SIDEWALK INDUSTRY STANDARD 4043 TRAFFIC SIGN - nADA ROUTE KEEP RIGHTn FOOT SPECS. SEC. 700 4044 TRAFFIC SIGN - nADA ROUTE WI ARROW. FOOT SPECS. SEC. 700 4045 TRAFFIC SIGN - nADA ROUTE KEEP LEFT" FOOT SPECS. SEC. 700 4046 ADA RAMP FULL WIDTH -10' BASE PREPARATION PROJECT SPECIFICATION ART B-28 SOOO UTILITIES 5001 INSTALL WATERMAIN 2n CLEARWATER SPECS. ART 41 5002 INSTALL WATERMAIN 4n CLEARWATER SPECS. ART 41 .0 5003 INSTALL W A TERMAIN 6n CLEARWATER SPECS. ART 41 5004 INSTALL WATERMAIN 8n CLEARWATER SPECS. ART 41 S005 INSTALL WATERMAIN 12n CLEARWATER SPECS. ART 41 S007 INSTALL RECLAIMEDWATER MAIN 2" CLEARWATER SPECS. ART 41 5008 INSTALL RECLAIMEDWATER MAIN 6" CLEARWATER SPECS. ART 41 5009 INSTALL RECLAIMEDWATER MAIN 12" CLEARWATER SPECS. ART 41 5010 INSTALL RECLAIMEDWATERMAIN 12" DIP CLEARWATER SPECS. ART 41 5011 REMOVE AND REPLACE SAN IT ARY - 8" CLEARWATER SPECS. ART 20 5012 REMOVElREPLACE SANITARY -10"&12" CLEARWATER SPECS. ART 20 5013 INSTALL FIRE HYDRANT ASSEMBLY CLEARWATER SPECS. ART 41 5014 INSTALL WATER VALVE 4- CLEARWATER SPECS. ART 41 5016 INSTALL RESILIENT SEAT GATE VALVE 6" CLEARWATER SPECS. ART 41 5017 INSTALL WATER VALVE 8" CLEARWATER SPECS. ART 41 5018 INSTALL RESILIENT SEAT GATE VALVE 8" CLEARWATER SPECS. ART 41 5019 INSTALL WATER VALVE 12" CLEARWATER SPECS. ART 41 5024 INSTALL RECLAIMEDWATER VALVE 6n CLEARWATER SPECS. ART 41 5025 INSTALL RECLAIMEDWATER VAlVE 12" CLEARWATER SPECS. ART 41 5026 CAST IRON FITTINGS CLEARWATER SPECS. ART 41 5027 TAPPING SLEEVE AND VAlVE 6" CLEARWATER SPECS. ART 41 5028 TAPPING SLEEVE AND VAlVE 8- CLEARWATER SPECS. ART 41 5031 CONNECT TO EXISTING WATER CLEARWATER SPECS. ART 41 5032 CONNECT TO EXISTING RECLAIMED WATER CLEARWATER SPECS. ART 41 5033 UTILJlTY SERVICE LINE RECONNECTION CLEARWATER SPECS. ART 41 5034 UTILITY CONNECTION WI CLEAN OUT CLEARWATER SPECS. ART 41 . 5035 UTILITY SERVICE CONNECTION TO METER CLEARWATER SPECS. ART. 41 -;:-'~ 5036 REMOVE FIRE HYDRANTS INDUSTRY STANDARD 5038 UTILITY PIPE TO BE REMOVED <1=10"DIA. CLEARWATER SPECS. ART. 41 5039 UTILITY PIPE TO BE REMOVED >1=10"DIA. CLEARWATER SPECS. ART. 41 C:\Docurnents and SeWngs\13814\LocaI SeIIngs\Templllilry Intemet FlIes\OlK30\ 10.20-REVISEDCONTRACTDOCUMENTS-SECIIIBIDSUMMARYJds Page 5 of 12 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 5040 UTILITY PIPE TO BE ABANDONED IN PLACE <1= 10"DIA CLEARWATER SPECS. ART. 41 5041 UTILITY PIPE TO BE ABANDONED IN PLACE 10", <20"DIA CLEARWATER SPECS. ART. 41 5042 SAMT ARY MANHOLES INDUSTRY STANDARD 5045 DUNE SAND BORROW i OFF-SITE PROJECT SPECIFICATION ART B- 32 5046 COORDINATION WITH FRANCHISED UTILITIES INDUSTRY STANDARD 6000 SIGNING AND PAVEMENT MARKINGS 6001 THERMOPLASTIC PAVEMENT ARROWS CLEARWATER SPECS. ART 60 6002 THERMOPLASTIC PAVEMENT LETTERS CLEARWATER SPECS. ART 60 6003 SKIP TRAFFIC STRIPE 6" WHITE . THERMOPLSTIC (6'-10' SKIP) CLEARWATER SPECS. ART 60 6004 SKIP TRAFFIC STRIPE 6" YELLOW THERMOPLSTIC (18'-18' SKIP) CLEARWATER SPECS. ART 60 6005 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) CLEARWATER SPECS. ART 60 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - YELLOW CLEARWATER SPECS. ART 60 600a SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - DOUBLE YELLOW CLEARWATER SPECS. ART 60 6009 SOLID TRAFFIC STRIPE a" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6012 REFLECTIVE PAVEMENT MARKER REDIWHITE CLEARWATER SPECS. ART 60 6013 REFLECTIVE PAVEMENT MARKER YELLOWNELLOW CLEARWATER SPECS. ART 60 6014 REFLECTIVE PAVEMENT MARKER YELLOWNELLOW CLEARWATER SPECS. ART 60 6016 TRAFFIC SIGN - "LEFT LANE MUST TURN LEFT" (R3-7L) CLEARWATER SPECS. ART 60 6017 TRAFFIC SIGN - "RIGHT LANE MUST TURN . RIGHT" (R3-7R) CLEARWATER SPECS. ART 60 .. -;X;: 601a TRAFFIC SIGN - "STOP" (R1-1) CLEARWATER SPECS. ART 60 6019 TRAFFIC SIGN - "SPEED LIMIT 25" (R2-1) CLEARWATER SPECS. ART 60 C:\Docurnenls and SeIlIngs\13B14\Loca1 SelIlngs\Temporary Intemel Flles\OLK3O\ 10.20 - REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARV.x1s Page 6 of 12 1 0123/2006 BEACH WALK . PHASES 2, 3 4 CONTRACT # PROJECT: SECTIONVI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2, 3 & 4 6021 6022 6023 6024 6025 6026 6027 . 6028 6029 6030 6031 6032 6035 6036 6037 6040 6042 6043 6044 6045 6046 6048 6049 6050 . 7000 7001 7002 7003 7004 7005 7006 7007 7008 7009 7010 TRAFFIC SIGN - "STOP HERE ON RED" (R 10- 6) CLEARWATER SPECS. ART 60 TRAFFIC SIGN - "CROSSWALK HERE SYMBOL" (W11-2). CLEARWATER SPECS. ART 60 TRAFFIC SIGN - "ARROW SYMBOL" (W1-6) CLEARWATER SPECS. ART 60 TRAFFIC SIGN - "CROSSWALK AHEAD . SYMBOL" (W11-3) TRAFFIC SIGN- "BEACH DROP OFF AREA" (SPECIAL) PARALLEL PARKING STRIPPING TRAFFIC ISLAND STRIPE - 18" AT 10' WITH BORDER 6" WHITE TRAFFIC SIGN - "NO LEFT TURN" (R3-3L) TRAFFIC SIGN - "YIELD" (R1-2) TRAFFIC SIGN - "NO PARKING BETWEEN SIGNS" ( TRAFFIC SIGN - "NO PARKING LOADING ZONE 15 MIN" TRAFFIC SIGN - "NO PARKING FIRE LANE TRAFFIC SIGN - "DEAD END" (W14-1) TRAFFIC SIGN - "DO NOT ENTER" (R5-1) TRAFFIC SIGN - "NO OUTLET"(W14-2) TRAFFIC SIGN - "CASE 2 - REFLECTORS STREET IDENTIFICATION SIGNS BUSINESS IDENTIFICATION SIGNS WAYFINDING SIGNS SIGN POST PEDESTRIAN CROSS WALK - 6' HANOI-CAP PARKING STRIPE - SINGLE TRAFFIC SIGN - "HANOI-CAP PARKING" INSTALL PARKING METER POST CORING APPLICABLE SPECIFICATIONS CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 FOOT INDEX NO. 17355 FOOT INDEX NO. 17355 PROJECT DETAIL SHEET MD-1 FOOT INDEX NO. 17355 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 PROJECT DETAIL 114M ENHANCEMENT REFACE LIFE GUARD STATION PROJECT SPECIFICATION ART B-13 PAINT RESTROOM INDUSTRY STANDARD DUNE SAND EXCAVATION PROJECT SPECIFICATION ART B-29 DUNE SAND BORROW OFFSITE PROJECT SPEplFICA TION ART B-30 PAINT LIFE GUARD STATION INDUSTRY STANDARD SOD DISTURBED AREAS PROJECT SPECIFICATION ART B-11 DUNE PLANTINGS PROJECT SPECIFICATION ART B-11 DUNE ON-SITE SAND REPLACEMENT PROJECT SPECIFICATION ARTB-11-:?,ic DUNE OFF-5ITE SAND REPLACEMENT PROJECT SPECIFICATION ART B-11 LANDSCAPE BULBS ON CORONADO DRIVE (PHASE IV) CLEARWATER SPEC. BY ITEM USED C:\Docurnenls and Sellingsl13S14ILocal SeWngslTempotary Internet Ales1OLK301 P 7 f 12 10.20 - REVISED CONTRACT DOCUMENT8-Sec III BID SUMMARY.xIs age 0 10/23/2006 BEACH WALK PHASES 2. 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 8000 HARDSCAPE 8001A 6n COLORED CONCRETE ALONG PROMENADE (SAND BASE INCLUDED IN CIVIL ESTIMATE) INDUSTRY &TANDARDS 8001B 6" COLORED CONCRETE AT GAME BOARD PLAZA (SAND BASE INCLUDED IN CIVIL ESTIMATE) INDUSTRY STANDARDS 8002 6" COLORED CONCRETE ALONG HIKE/BIKE TRAIL FROM SOUTH PARKING TO PIER 60, INCLUDING BEACH ENTRANCES INDUSTRY STANDARDS 8003 PAVILION AREA AND SOUTH PARKING PLAZA PROJECT SPECIFICATION ART C-1 8004 CROSSWALKS PROJECT SPECIFICATION ART C-1 8005 12" WIDE SHELL AGGREGATE. . SANDBLASTED BAND @CROSSWALKS INDUSTRY STANDARDS 8006 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE INDUSTRY STANDARDS. 8007 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKElBIKE TRAIL INDUSTRY STANDARDS 8008 12" WIDE SHELLAGGREGATE SANDBLASTED BAND, PERIMETER OF ICONS @ BEANCH ENTRANCES INDUSTRY STANDARDS 8010 SAND BLAST PAVING @ BEACH ENTRANCES (9 ICONS) INDUSTRY STANDARDS . ...: ..~. C:\DOCUnlents and Setllngsl13B14\Local SelIIngs\Temporary Inlemet FilesIOlK3D\ 10.20. REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xIs Page 8 of 12 10/23/2006 . . . BEACH WALK PHASES 2, 3 4 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2, 3 & 4 8011 8012 8013 8014 8015 8016 8017 8018 8019 8020 8021 8022 8023* 8024 8025 8027* 8028 8029 8030* 8031* 8032* 8033* 8034* * CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE SAND/SEAT WALL (C.I.P. CONCRETE W/ SPECIALTY FINISH) PROJECT SPECIFICATION ART C-12 CAST STONE CAP ON SAND/SEAT WALL INDUSTRY STANDARDS SAND WALL (C.I.P. COLORED CONC. W/L1GHT SANDBLAST FINISH (42" HT.) RETAINGING WALL @ SOUTH GATEWAY LETTERS S.S. NAUTILUS SCULPTURE @ NORTH GATEWAY 6" COLORED CONCRETE @ SUNDIAL PLAZA PROJECT SPECIFICATION ART C-1 SUNDIAL PLAZA SEAT WALL (15" HT., C.I.P. CONC.) SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON INDUSTRY STANDARDS SUNDIAL PLAZA INTERACTIVE FOUNTAIN PROJECT SPECIFICATION ART C-11 TENSIONED MEMBRANE SHADE STRUCTURES DRINKING FOUNTAIN (AL T.NO.5) APPLICABLE SPECIFICATIONS INDUSTRY STANDARDS PROJECT SPECIFICATION ART C-13 INDUSTRY STANDARDS INDUSTRY STANDARDS INDUSTRY STANDARDS INDUSTRY STANDARDS PROJECT SPECIFICATION ART C-9 CITY APPROVED DETAILS-PROJECT SPECIFICATION ART C-5 NORTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) PROJECT SPECIFICATION ART C-17 SOUTH GATEWAY SIGN WALL (C.I.P CONC. WALL W/SPECIALTY FINISH AND LETTERING) THEME-ORIENTED CUSTOM BEACH SHOWERS (AL T N05) BOLLARD, TYPE A BOLLARD, TYPE B BENCH, TYPE A (CAST ALUMINUM SECURED TO CONCRETE BASE) AL T.No.5 BENCH, TYPE B (AL T.NO.5) BENCH, TYPE C (AL T.NO.5) WASTE RECEPTACLES (CAST ALUMINUM YvITOP COVER) (ALT. NO.5) BICYCLE PARKING (WELLE CIRCULAR RACK, POWDER COAT FINISH) (AL T.NO.5) Base Bid Items C:lOocumenlS and Settings\13814\Loc:al SeIIlngs\Ternpolaly Intemel RleslOLK3O\ 10.20. REVISED CONTRACT DOCUMEHTS-SEC III BID SUMMARY.XIs Page 9 of 12 PROJECT SPECIFICATION ART C-18 CITY APPROVED DETAILS-PROJECT SPECIFICATION ART C-10 PROJECT SPECIFICATION ART C-4 PROJECT SPECIFICATION ART C-4 CITY APPROVED DETAILS- PROJECT SPECIFICATION ART C-7 CITY APPROVED DET AILS- PROJECT SPECIFICATION ART C-7 CITY APPROVED DETAILS- PROJECT SPECIFICATION ART C-7 CITY APPROVED DETAILS - PROJECT SPECIFICATION ART C-6 .~-';.,... PROJECT SPECIFICATION ART C-3 City Approved Details 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 8035 PROMENADE AND @ BEACH ENTRANCES, 48" ROUND) PROJECT SPECIFICATION ART C-8 8036 PAVER GRATE PROJECT SPECIFICATION ART C-8 8037 GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD PROJECT SPECIFICATION ART C-16 8038 GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD PROJECT SPECIFICATION ART C-16 8039 GAME BOARD PLAZA S.S. SCULPTURE PROJECT SPECIFICATION ART C-15 8040 GAME BOARD PLAZA SCULPTURE SPOT LIGHTS PROJECT SPECIFICATION ART C-15 8045 LED LIGHTING (BLUE) FOR GATEWAY SIGNS INDUSTRY STANDARDS 8046 LED LIGHTING (WHITE) FOR GATEWAY SIGNS INDUSTRY STANDARDS 8047 UPLlGHT UNIT TYPE A & B INDUSTRY STANDARDS . 8048 CONCRETE ACCENT PIERS W/CAST STONE CAP PROJECT SPECIFICATION ART C-14 8049 TILE BAND ON ACCENT PIER PROJECT SPECIFICATION ART C-14 8050 CAST STONE PLANTER, TYPE A PROJECT SPECIFICA TIQN ART C-2 8051 CAST STONE PLANTER, TYPE B PROJECT SPECIFICATION ART C-2 8052 CAST STONE PLANTER, TYPE C PROJECT SPECIFICATION ART C-2 8053 BEACH BOLLARD LIGHTING FIXTURE INDUSTRY STANDARDS 8054 BEACH BOLLARD LIGHTING 2- CONDUIT INDUSTRY STANDARDS 9000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' O.A., SEE PLANS CLEARWATER SPECS. ART. 25 9102 WASHINGTONIA ROBUSTA, 12' CT CLEARWATER SPECS. ART. 25 9103 PHOENIX DACTYLlFERA 'MEDJOOL', 12' CT CLEARWATER SPECS. ART. 25 9104 COCCOLOBA UVIFERA, 7 GAL. CLEARWATER SPECS. ART. 25 9105 PHOENIX ROEBELENII CLEARWATER SPECS. ART. 25 9106 IVA IMBRICATA, 7 GAL., 5' HT. CLEARWATER SPECS. ART. 25 9107 L1VISTONIA CHINENSIS, 12' C.T. CLEARWATER SPECS. ART. 25 9108 SABAL PALMETTO, 16'C.T., MATCHED CLEARWATER SPECS. ART. 25 9109 TREE GRATE TYPE A INDUSTRY STANDARDS 9200 SHRUBS AND GROUND COVER CLEARWATER SPECS. ART. 25 9201 AGAVE A TTENUA T A, 3 GAL. CLEARWATER SPECS. ART. 25 9202 ARACHIS PINTOI, 4- POT CLEARWATER SPECS. ART. 25 . 9203 HELlANTHUS DEBILlS, 4- POT CLEARWATER SPECS. ART. 25 --.~~ ''; 9204 ILEX VOMITORIA 'NANA', 3 GAL. CLEARWATER SPECS. ART. 25 9205 IPOMOEA PES-CAP RAE 1 GAL. CLEARWATER SPECS. ART. 25 9206 PENNISETUM SETACEUM, 3 GAL. CLEARWATER SPECS. ART. 25 C:\Oocu ments and SeIlings\13814\Local SelIings\Temporary Internel FUes\OLK3O\ 10.20 . REviSED CONTRACT DOCUMENTS-seC III BID SUMMARY.xIs Page 10 of 12 10/23/2006 BEACH WALK . PHASES 2, 3 4 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST BEACH WALK PHASES 2. 3 & 4 PART A ITEM NO. DESCRIPTION 9207 9208 9209 9210 9211 9212 9213 9214 9215 . 9216 9217 9218 9219 9220 9221 9400 10000 10002 10003 10004 FOOT No. 0101- 1- 0102- 1- 0555-1-2 APPLICABLE SPECIFICATIONS RAPHIOLEPSIS INDICA. 3 GAL. RUSSELlA EQUISETIFORMIS, 3 GAL. RUSSELlA SARMENTOSA, 3 GAL. SESUVIUM PORTULASTCASTRUM, 1 GAL. SOLIDAGO SEMPERVIRENS, 1 GAL. SPARTINA BAKERII, 3 GAL. SPOROBULUS VIRGINICUS, 1 GAL. STRETLlTZIA REGINAE, 10 GAL. TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. CLEARWATER SPECS. ART. 25 UNIOLA PANICULATA CLEARWATER SPECS. ART. 25 YUCCA FILAMENTOSA CLEARWATER SPECS. ART. 25 ZAMIA PUMILA, 7 GAL. CLEARWATER SPECS. ART. 25 SOD (SEASHORE PASPALUM) MULCH WALKWAY LIGHTING CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 INDUSTRY STANDARD DUNE PLANTING (TYP. OF 1 DUNE-6600SF) CLEARWATER SPECS. ART. 25 IRRIGATION IRRIGATION PHASE II IRRIGATION PHASE III IRRIGATION PHASE IV CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 TRAFFIC SIGNALIZATION MOBILIZATION (SIGNALS ONLY) MAINTENANCE OF TRAFFIC (SIGNALS ONLY) FOOT SPECS. SEC. 6 CLEARWATER SPECS. ART 44 DIRECTIONAL BORE (6" TO LESS THAN 12") CLEARWATER SPECS. ART. 59 0630- 1- 12 CONDUIT (FURNISH & INSTALL) (UNDERGROUND) CLEARWATER SPECS. ART. 59 0632- 7- 1 CABLE (SIGNAL) (FURNISH & INSTALL) CLEARWATER SPECS. ART. 59 0635- 1- 11 PULL & JUNCTION BOXES (FURNISH & INSTALL) (PULL BOX) CLEARWATER SPECS. ART. 59 0639- 1- 22 ELECTRICAL POWER SERVICE (UNDERGROUND) CLEARWATER SPECS. ART. 59 0639- 2- 1 ELECTRICAL POWER WIRE (FURNISH & INSTALL) CLEARWATER SPECS. ART. 59 0641- 41- 112 PRESTRESSED CONCRETE STRAIN POLE . (F & I) (TYPE N-11) (SERVICE POLE) CLEARWATER SPECS. ART. 59 ._':4;- ,. 0649- 440- 000 MASt ARM ASSEM (F & I)(SINGLE ARM W /0 LUMINAIRE)(B5-03) CLEARWATER SPECS. ART. 59 C:\OocunnenlS and Sellingsl13814\Local SeUlngsITempolil1y Internet FilesIOL.K3O\ 10.20 - REVISEOCONTRACT OOCUMENTS-SEC III BID SUMMARYJds Page 11 of 12 10/23/2006 BEACH WALK . PHASES 2,34 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2. 3 & 4 0650- 51- 313 0650- 51- 513 0653- 181 0653- 182 0659-101 0659-106 0659-107 0659-118 . 0660-1-103 0660-2-106 0665- 13 0670- 5- 130 0690-10 0690-20 0690- 33- 1 0690- 50 0690- 80 0690- 90 0690-100 0699- 1- 1 5043 5044 TRAFFIC SIGNAL (FURNISH & INSTALL) (3 SECTION) (1 WAY) (SPECIAL) TRAFFIC SIGNAL (FURNISH & INSTALL) (5 SECTION) (1 WAY) (SPECIAL) SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (1 DIRECTION) SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (2 DIRECTION) SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (BACK PLATES.3 SECTION) SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (TUNNEL VISOR) SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (ALUMINUM PEDESTAL) SIGNAL HEAD AUXILIARIES (F & I) (BACK PLA TES,5 SECTION CLUSTER) INDUCTIVE LOOP DETECTOR (TYPE 3)' LOOP ASSEMBLY (TYPE F ) DETECTOR PEDESTRIAN (FURNISH & INSTALL) (DETECTOR WITH SIGN ONLY) CLEARWATER SPECS. ART. 59 TRAFFIC CONTROLLER ASSEMBLY (ACTUATED SOLID STATE}(F & I) (SPECIAL) CLEARWATER SPECS. ART. 59 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL REMOVE PEDESTRIAN SIGNAL POLE REMOVAL (DEEP) (DIRECT BURIAL) CONTROLLER ASSEMBLY REMOVAL SPAN WIRE ASSEMBLY REMOVE CONDUIT & CABLING, REMOVE SIGNAL EQUIPMENT, MISCELLANOUS REMOVE SIGN, INTERNAL ILLUMINATED STREET NAME IT/ATMS CONDUIT IT/ATMS PULLBOX APPLICABLE SPECIFICATIONS CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 INDUSTRY STANDARD INDUSTRY STANDARD C:\Documents and Se\tlngs1138141Local Setlings\Temporary Internel Fl/es1OlK3ll1110.20 . REVISED CONTRACT DOCUMENTS-SEC I" BID SUMMARY.xts)Patl A llid-Specs . C:\Oocuments and Sellings\13814\Local SeItlngslTemporary Inlemel FUesIOU<3O\ 10.20 - REvtSED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xls Page 12 of 12 _.'::~ ~. 10/23/2006 ~... _'....IDoo_.D.Z3. AE\II8m C<lNTRACT OOCUMEIfI'8.8EC III BID ~_.... 15 Re~sed10/24/2006 . . . BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL wI ADDENDUM NO.1 SUMMARY PROJECT: I~ BEACH WALK, PHASES 2, 3 & 4 I ALTERNATE NO. 1 2 3 4 5 6 7 8 9 C:\Documenls "nd Settlngs\13814\Desklop\10.23. REVISED CONTRACT DOCUMENTS-Silditll BID SUMMARY Jds ALTERNATE TOTAL -::;?-.~. Revised 10/24/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION III . CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 1000 ADMINISTRATIVE 1002 MOBILIZATION PHASE II 1 LS 1003 MOBILIZATION PHASE III 1 LS 1004 MOBILIZATION PHASE IV 1 LS 1006 LAYOUT PHASE II 1 LS 1007 LAYOUT PHASE III 1 LS 1008 LAYOUT PHASE IV 1 LS 1010 MATERIAL TESTING PHASE II 1 LS 1011 MATERIAL TESTING PHASE III 1 LS 1012 MATERIAL TESTING PHASE IV 1 LS 1015 MAINTENANCE OF TRAFFIC PHASE II 1 LS 1016 MAINTENANCE OF TRAFFIC PHASE III 1 LS 1017 MAINTENANCE OF TRAFFIC PHASE IV 1 LS 1018 CONTRACTOR/CITY OFFICE SPACE 1 LS 1019 PROJECT SIGNS 2 EA 1020 PROJECT CONTROL FENCE 1 LS TOTAL ADMINISTRATION . . -.~7J~ 17 C:\DoQm......... ~1381~_p\10.23 - REVISED CDNTRACT DDCUMENT&-SEC W BID SUMMARy.... 10/23/2006 BEACH WALK PHASES 2,3 4 CONTRACT # . SECTION III . CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 2000 DEMOLITION 2001 EROSION CONTROL MANAGEMENT 1 LS 2002 DUST CONTROL-CALCIUM CHLORIDE (CONTINGENCY) 1000 TN 2003 DUST CONTROL-WATER (CONTINGENCY) 1 LS 2004 BALED HAY OR STRAW (CONTINGENCY) 0 LS 2005 FLOATING TURBIDITY BARRIER 115 LS 2006 INSTAlL SILT FENCE 3600 LF 2007 SPECiAl EXCAVATION <1.0 FT 2150 CY 2008 SPECIAL EXCAVATION >1.0 FT 0 CY 2009 REMOVE ASPHALT PAVEMENT 26256 SY 2010 STANDARD MILLING TYPE B-CITY 505 SY 2011 STANDARD MILLING TYPE B-CONTRACTOR 0 SY 2013 REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS 666 SY 2014 REMOVE CONCRETE PAVEMENT 6. 1206 SY 2015 REMOVE ASPHALT PARKING STRIP 731 SY 2016 REMOVE EXISTING 2' CURB 6877 LF 2017 REMOVE EXISTING 0.5' CURB 2971 LF 2018 REMOVE SIDEWALK 4" 60483 SF 2019 ROUGH GRADING 44785 SY 2020 REMOVE EXISTING MANHOLE TYPE 1 AND FILL 5 EA . 2021 REMOVE MANHOLE TYPE 2 RECONSTRUCT 1 EA 2022 REMOVE EXISITING INLET TYPE 1 AND FILL 9 EA 2023 REMOVE EXISITING INLET TYPE 2 RECONSTRUCT 3 EA 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT REPLACED 285 LF 2025 REMOVE EXISTING STORM SEWER <18" TYPE 2 REPLACED . 132 LF 2026 REMOVE EXISTING STORM SEWER >18. TYPE 1 NOT REPLACED 320 LF 2027 REMOVE EXISTING STORM SEWER >18" TYPE 2 REPLACED 210 LF 2030 BRICK AND MORTOR PLUG -15. 2 EA 2033 REMOVE EXISTING SHOWER AND WATER SERVICE 9 EA 2034 REMOVE LANDSCAPING TREES 185 EA 2035 REMOVE LANDSCAPING TREES - PAlMS 18 EA 2036 REMOVE REGULATORY SIGNS 65 EA 2037 REMOVE EXISTING STREET LIGHT AND DISPOSAl 28 EA 2038 REMOVE EXISTING STREET LIGHTS AND DELIVER TO CITY 9 EA 2039 REMOVE EXISTING PARKING METERS 75 EA 2040 REMOVE, STORE, AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 LOT 1 EA 2041 REMOVE, STORE, AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT 2 EA 2042 REMOVE, STORE, AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT 2 EA 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 PARKING LOT 1 EA 2044 REMOVE AND DELIVER AUTOMATIC GATE 2 EA 2045 REMOVE AND DELIVER TICKET BOOTH 1 EA 2046 REMOVE AND DELIVER TICKET DISPENSER 1 EA 2047 REMOVE CANOPY 1 LS 2048 REMOVE EXISTING DRINKING FOUNTAIN 12 EA 2049 REMOVE EXISTING METAl BENCH 9 EA 2050 SAW CUT EXISTING PAVEMENT AT CONNECTION 1942 LF TOTAL DEMOLITION . -.~.~ 4000 PAVING 4001 FINISHED GRADING 41207 SY 4002 OFFSITE BORROW IN PLACE 20379 CY 4003 INSTALL TYPE 1 CURB INDEX 101 8967 LF 18 C:lDocun_1IId SetIk1gs\l381.lDesktapll0.23. AEV1SEO CONTRACT DOCUMENTSoSEC 11181D SUMIolARYJds 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 4004 INSTALL STRAIGHT CURB INDEX 101 2420 LF 4005 INSTAll CONCRETE PIN CURB - 6" CITY INDEX 101 720 LF 4006 INSTALL 2' CONCRETE VALLEY GUTTER 420 LF 4007 CONNECT TO EXISTING CURB 21 EA 400S 4' BARRIER MEDIAN 130 LF 4009 4" CONCRETE ISLAND 125 SY 4010 PARKING LOT ASPHALT SEALER 12741 SY 4011 SURFACE COURSE - 1" 495 SY 4012 SURFACE COURSE - 2" 505 SY 4013 SURFACE COURSE - 3" 11862 SY 4014 INSTALL BASE COURSE - 6" 495 SY 4015 INSTALL BASE COURSE - 8" 505 SY 4016 INSTALL BASE COURSE - 10" 11862 SY 4017 LEVELING BINDER 110#11"/SY 66 TN 4018 SURFACE COURSE 51S" 0 SY' 4019 PREPARESUBGRADE-1T 12908 SY 4020 CONCRETE SIDEWALK 4" 27086 SF 4021 WASTE RECEPTACLE PAD BASE PREPARATION 3' X 3' 54 EA 4022 BIKE RACK PAD BASE PREPERATION 66 EA 4023 CONCRETE DRIVEWAYS - 6" 1126 SY e. 4024 TOP SOIL 18927 SY 4027 SAW CUT FOR CROSSWALK 708 LF 4028 SUBGRADE PREPARATION UNDER WAll FOOTING 2569 LF 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE 10748 SF 4030 SUBGRADE PREPARATION UNDER TYPE 8 BASE 21442 SF 4031 SUBGRADE PREPARATION UNDER TYPE 10 BASE 753 SF 4032 BEACH ACCESS FOOTING 309 LF 4033 PRECAST TREE GRATE SUPPORT 22 EA 4036 BACKFILL SAND/SEAT WAll TO 3D" 945 LF 403S SOD TEMPORARY SLOPE 1789 SY 4039 TYPE III BARRICADE AND ROAD CLOSED SIGN SET 2 EA 4040 TYPE I ROAD TERMINATION SIGN 3 EA 4041 DOME SURFACE AT ADA CROSSINGS 36 EA 4042 ADA RAMP ON STANDARD SIDEWAlK 0 EA 4043 TRAFFIC SIGN - "ADA ROUTE KEEP RIGHT" 2 EA 4044 TRAFFIC SIGN - "ADA ROUTE WI ARROW" 2 EA 4045 TRAFFIC SIGN - "ADA ROUTE KEEP LEFT" 2 EA 4046 ADA RAMP FULL WIDTH - 10' BASE PREPARATION 80 IF 4047 FOOT HAND RAil MODIFIED FOR ADA 60 IF TOTAL PAVING 6000 SIGNING AND PAVEMENT MARKINGS 6001 THERMOPLASTIC PAVEMENT ARROWS 90 EA 6002 THERMOPLASTIC PAVEMENT LETTERS 12 EA 6003 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (6'-10' SKIP) 1074 LF 6004 SKIP TRAFFIC STRIPE 6" YEllOW THERMOPLSTIC (18'-18' SKIP) 3675 IF 6005 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) 44 LF 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC WHITE 13628 IF 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC YELlOW 3472 LF 600S SOLID TRAFFIC STRIPE 6" THERMOPLASTIC DOUBLE YEllOW 2671 LF . 6009 SOLID TRAFFIC STRIPE 8" THERMOPLASTIC WHITE 906 IF -::,,~:,. 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC WHITE 1450 LF 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC WHITE 261 LF 6012 REFLECTIVE PAVEMENT MARKER RED/WHITE 90 EA 6013 REFLECTIVE PAVEMENT MARKER YELLOWIYELlOW 75 EA 19 C:IDa__ SelIqj&\1381_p\10.23. REVISED CONTRACT DOCUMENTs-seC IN BID SUMMARY..... 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL BOOB BAND, PERIMETER OF ICONS @ BEACH ENTRANCES (SEE AL T 3) 0 LF B010 SAND BLAST PAVING @ BEACH ENTRANCES (9 ICONS) (SEE AL T :: 0 SF 8011 CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE 2100 SF 8012 SAND/SEAT WALL (C.I.P. CONCRETE) 2843 LF 8013 CAST STONE CAP ON SAND/SEAT WALL (SEE AL T 1) 0 LF B014 SAND WALL (C.I.P. COLORED CONCRETE WILIGHT SANDBLAST FINISH (42" HT) 580 LF 8015 RETAINING WALL @ SOUTH GATEWAY (SEE ALT 2) 0 CY 8016 S.S. SIGN PANEL WILASER CUT -OUT LETTERS (SEE AL T 2) 0 LS 8017 S.S. NAUTILUS SCULPTURE @ NORTH GATEWAY (SEE AL T 4) 0 LS 801B 6" COLORED CONRETE @ SUNDIAL PLAZA (SEE AL T 8) 0 SF 8019 PLAZA SEAT WALL (is" HT., C.I.P. CONC) (SEE ALT 1) 0 LF B020 SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON (SEE AL T B) 0 LS 8021 SUNDIAL PLAZA INTERACTIVE FOUNTAIN (SEE ALT 8) 0 LS 8022 TENSION MEMBRANE SHADE STRUCTURES (SEE AL T 4) 0 EA 8023 DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAINS 840 SM02-: 6 EA 8024 NORTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) (SEE AL T 2) 0 LF 8025 SOUTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIAL TY . FINISH AND LETTERING) (SEE AL T 2) 0 CY 8027 SHOWERS (SHOWER TOWER, INC. - 4 STATION) 9 EA 8028 BOLLARD. TYPE A 24 EA 8029 BOLLARD, TYPE B 12 EA 8030 BENCH, TYPE A - WABASH WV CN 100R 3 EA 8031 BENCH, TYPE B (RECYCLED PLASTICS/IOWA FALLS #7321.1) 11 EA 8032 BENCH, TYPE C (RECYLCLED PLASTICS/ IOWA FALLS #7321.1) 2 EA 8033 WASTE RECEPTACLES (RECYCLED PLASTICs/IOWA FALLS #7651 59 EA 8034 BICYCLE PARKING (PALMER GROUP WCR02-SF-5S) 66 EA TREE GRATES ALONG HIKElBIKE TRAIL PROMENADE AND @ 8035 BEACH ENTRANCES, 4B" ROUND (SEE ALT 4) 0 EA 8036 PAVER GRATE-TYPE B 47 EA GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD 8037 (SEE AL T 4) 0 EA GAME BOARD PLAZA CERAMIC TILE B~CKGAMMON BOARD (SEI; 8038 ALT 4) 0 EA 8039 GAME BOARD PLAZA S.S. SCULPTURE (SEE AL T 4) 0 LS 8040 LIGHTS (SEEALT 4) 0 EA 8045 LED LIGHTING (BLUE) FOR GATEWAY SIGNS (SEE AL T 5) 0 LF 8046 LED LIGHTING (WHITE) FOR GATEWAY SIGNS (SEE AL T 5) 0 LF 8047-A UPLIGHT TYPE A (SEE AL T 5) 0 EA 8047-B UPLlGHT TYPE B (SEE AL T 5) 0 EA 8048 CONCRETE ACCENT PIERS WI CAST STONE CAP (SEE AL T 3) 0 EA 8049 TILE BAND ON ACCENT PIER (SEE AL T 3) 0 EA 8050 CAST STONE PLANTER, TYPE A (SEE AL T 6) 0 EA 8051 CAST STONE PLANTER, TYPE B (SEE AL T 6) 0 EA 8052 CAST STONE PLANTER, TYPE C (SEE AL T 6) 0 EA 8053 BEACH BOLLARD LIGHTING FIXTURE 101 EA 8054 BEACH BOLLARD LIGHTING 2" CONDUIT 2500 LF TOTAL HARDSCAPE . 9000 LANDSCAPE -.:.;"-::, 9100 TREES 9101 SABAL PALMETTO, 12'-20' OA, SEE PLANS 249 EA 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA 9103 SABAL PALMS 51 EA 21 C:\Ilocurnes_ Seaqa\13814~lon. REVISED CONTRACT DOClJIIEH1'WEC W BIl..-v.. 10/23/2006 - -------- - ------- BEACH WALK PHASES 2,3 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 pROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 9104 COCCOLOBA UVIFERA, 7 GAL. 262 EA. 9105 PHOENIX ROEBELENII 60 EA 9106 IVA IMBRICATA, 7 GAL., 5' HT. 23 EA 9107 LIVISTONIA CHINENSIS, 12' C.T. 25 EA 9108 SABAL PALMETTO, 16' C.T., MATCHED 24 EA 9109 TREE GRATE TYPE A- 9109 5 EA 9200 SHRUBS AND GROUND COVER 9201 AGAVE ATTENUATA, 3 GAL. 125 EA 9202 ARACHIS PINTOI, 4- POT 95 EA 9203 HELlANTHUS DEBILlS, 4" pot. 767 EA 9204 ILEX VOMITORIA 'NANA', 3 GAL 416 EA 9205 IPOMOEA PES-CAPRAE 1 GAL. 293 EA 9206 PENNISETUM SETACEUM, 3 GAL. 1136 EA 9207 RAPHIOLEPSIS INDICA, 3 GAL. 394 EA 9208 RUSSELIA EOUISETlFORMIS, 3 GAL. 39 EA 9209 RUSSELIA SARMENTOSA, 3 GAL. 341 EA 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 150 EA 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 150 EA 9212 SPARTINA BAKERII, 3 GAL. 1952 EA 9213 SPOROBULUS VIRGINICUS, 1 GAL. 188 EA . 9214 STRETLlTZIA REGINAE, 10 GAL. 145 EA 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. 641 EA 9216 UNIOLA PANICULATA 563 EA 9217 YUCCA FILAMENTOSA 323 EA 9218 ZAMIA PUMILA, 7 GAL. 24 EA 9219 SOD (SEASHORE PASPALUM) 42750 SF 9220 MULCH 200 CY 9221 WALKWAY LIGHTING 800 LF TOTAL LANDSCAPE 10000 IRRIGATION IMPROVEMENTS 10002 IRRIGATION PHASE II 1 LS 10003 IRRIGATION PHASE III 1 LS 10004 IRRIGATION PHASE IV 1 LS TOTAL IRRIGATION IMPROVEMENTS FDOTNO. TRAFFIC SIGNALIZATION 0101-1- MOBILIZATION (SIGNALS ONLY) 1 LS 0102-1- MAINTENANCE OF TRAFFIC (SIGNALS ONLY) 1 LS 0555-1-2 DIRECTIONAL BORE (6" TO LESS THAN 121 115 LF 0630-1-12 CONDUIT (FURNISH & INSTALL) UNDERGROUND 1430 LF 0632-7-1 CABLE (SIGNAL) (FURNISH & INSTALL) 2 PI 0635-1-11 PULL & JUNCTION BOXES (FURNISH & INSTALL) (pULL BOX) 22 EA 0639-1-22 ELECTRICAL POWER SERVICE (UNDERGROUND) 2 AS 0639- 2- 1 ELECTRiCAl POWER WIRE (FURNISH & INSTALL) 1920 LF 0641- 41-112 PRESTRESSED CONCRETE STRAIN POLE (F & I) (TYPE N-11) (SERVICE POLE) 2 EA 0649-440-000 MAST ARM ASSEM (F & I) (SINGLE ARM WIO LUMINAJRE) (B5-03) 1 EA 0650-51-313 TRAFFIC SIGNAL (FURNISH & INSTALL) (3 SECTION) (1 WAY) . (SPECIAL) 9 AS "'~. ;.,.." 0650-51-513 TRAFFIC SIGNAL (FURNISH & INSTALL) (5 SECTION) (1 WAY) (SPECIAL) 1 AS 0653-181 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (1 DIRECTION) 4 AS 22 C:\llocum enl& IIld SeIIingo\l3814~lon. _ED CONTRACT DOCUMENTS-SEC Ii BID Su-RY.... 10/23/2006 -------------- BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 0653-182 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (2 DIRECTION) 0 AS 0659-101 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (BACK PLATES,3 SECTION) 9 EA 0659-106 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (TUNNEL VISOR) 32 EA 0659-107 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (ALUMINUM PEDESTAL) 5 EA 0659-118 SIGNAL HEAD AUXILIARIES (F & I) (BACK PLATES, 5 SECTION CLUSTER) 1 EA 0660-1-103 INDUCTIVE LOOP DETECTOR (TYPE 3) 6 EA 0660-2-106 LOOP ASSEMBLY (TYPE F ) 6 AS 0665-13 DETECTOR PEDESTRIAN (FURNISH & INSTALL) (DETECTOR WITH SIGN ONLY) 4 EA 0670-5-130 TRAFFIC CONTROLLER ASSEMBLY (ACTUATED SOLID STATE) (F & I) (SPECIAL) 2 AS 0690-10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 6 EA 0690-20 REMOVE PEDESTRIAN SIGNAL 4 EA 0690-33-1 POLE REMOVAL (DEEP) (DIRECT BURIAL) 20 LF 0690-50 CONTROLLER ASSEMBLY REMOVAL 1 EA . 0690-80 SPAN WIRE ASSEMBLY REMOVAL 0 EA 0690-90 CONDUIT & CABLING REMOVAL 1 PI 0690-100 SI~NAL EQUIPMENT, MISCELl.ANOUS REMOVAL 1 PI 0699-1-1- SIGN, INTERNAL ILLUMINATED STREET NAME 4 EA 5043 IT/ATMS CONDUIT 2500 LF 5044 IT/ATMS PULLBOX 12 EA TOTAL TRAFFIC SIGNALIZATION SUB-TOTAL ITEM NOS. 1000,2000,4000,6000,7000,8000,9000, 10000, FDOT SIGNALIZATION 10% CONTINGENCY OF ITEM NOS. 1000, 2000, 4000, 6000, 7000, 8000,9000,10000, FDOT SIGNALIZATION TOTAL OF ITEM NOS. 1000. 2000, 4000,6000,7000,8000.9000, 1??oo, FDOT SIGNALIZATION . -'":.1'.",:' 23 C:\Do............ __13814~1D.23 - AEv1SED CONTRACT DOCUMENTS-SEC IU BID llIJl.tMAIlY.. 10/2312006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION 11/ - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 3000 DRAINAGE 3002 INSTALl STORM MANHOLE 6' DIA 0 EA 3005 INSTALL STORM INLET FOOT TYPE 3J (SUMP) PRECAST 9 EA 3006 INSTALL STORM INLET FOOT TYPE 3J (SUMP) CAST-IN-PLACE 1 EA 3007 INSTALL STORM INLET FOOT TYPE 3J (SUMP) SPECIAL 2 EA 3008 INSTALL STORM INLET FOOT TYPE 4J MODIFIED 2 EA 3009 INSTALL STORM INLET FOOT TYPE 4J (SUMP) PRECAST 9 EA 3010 INSTALL STORM INLET FOOT TYPE 4J (SUMP) CAST-IN-PLACE 2 EA 3011 INSTALL STORM INLET FOOT TYPE 5 1 EA 3012 INSTALL STORM INLET FOOT TYPE 10 W/CAST IRON GRATE 0 EA 3013 INSTALL STORM INLET FOOT TYPE 9 W/SPECIAL CAST IRON GRATE 1 EA 3014 INSTALL STORM INLET FOOT TYPE 10 W/SPECIAL CAST IRON GRATE 0 EA 3015 INSTALL DITCH BOTTOM INLET TYPE A (SUMP) PRECAST 1 EA 3016 INSTALL YARD DRAIN TYPE 1 2 EA 3017 CONFLICT STORM MANHOLE 4' DIA 1 EA 3019 CONFLICT STORM MANHOLE 6" DIA 1 EA 3020 RECONSTRUCT MANHOLE 1 EA 3025 DEWATER STORM SEWER TRENCH 517 LF . 3026 STORM TRENCH PAVEMENT REPLACEMENT 269 LF 3027 UNDERDRAIN TYPE CLEANOUT ON ROOF DRAIN 1 EA 3028 RECONNECT ROOF DRAINS 0 EA 3032 INSTALL STORM SewER 12" PVC Hi LF 3033 INSTALL STORM SewER 14. DIP 209 LF 3034 INSTALL STORM SEWER 16" DIP 217 LF 3035 INSTALL STORM SEWER 15. RCP 628 LF 3036 INSTALL STORM SEWER 18" RCP 308 LF 3037 INSTALL STORM SewER 24" RCP 387 LF 3038 INSTALL STORM SewER 30. RCP 322 LF 3039 INSTALL STORM SewER 24. X 38. ERCP 0 LF 3040 INSTALL STORM SEWER 36" RCP 640 LF 3044 CONNECT TO EXISTING STORM STRUCTURE OR PIPE 4 EA 3049 STORM SewER PIPE BEDDING NO. 57 STONE 34 CY 3050 NUTRIENT SEPARATING BAFFLE BOX 1 EA SUB-TOTAL DRAINAGE DRAINAGE 10% CONTINGENCY TOTAL DRAINAGE 5000 ununES WATER 5001 INSTALl WATERMAIN 2" - POLY 2668 LF 5002 INSTALL WATERMAIN 4. - PVC 158 LF 5003 INSTALL WATERMAIN 6" - PVC 0 LF 5004 INSTALL WATERMAIN S. - PVC 3209 LF 5005 INSTALL WATERMAlN 8" - DIP 180 LF 5013 INSTALl FIRE HYDRANT ASSEMBLY 6 EA 5014 INSTALL WATER VALVE 4. 6 EA 5015 INSTALL WATER BAlL VALVE 'Z' WIBOX 30 EA 5016 INSTALL RESILIENT SEAT GATE VAlVE 6" 1 EA 5017 INSTALL RESILIENT SEAT GATE VAlVE 8. 0 EA . 5018 INSTALL RESILIENT SEAT GATE VALVE S. 0 EA -.;".~~;; 5019 INSTALL WATER VALVE 12. 0 EA 5027 TAPPING SLEEVE AND VALVE 6" 0 EA 5028 TAPPING SLEEVE AND VALVE S" 2 EA 5031 CONNECT TO EXISTING WATER 6 EA 24 C:IDocuInenIs.n11 Se~slI3B14_p\I0.23 - MVISED CONTRACT DOCUMENTS-SEC II III SUWIARY.. 10/23/2006 ----- ------ BEACH WALK PHASES 2,3 4 CONTRACT # . SECTION III . CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 5033 UTILITY SERVICE LINE RECONNECTION 50 LF 5035 UTILITY SERVICES CONNECTION TO METER 3 EA 5036 REMOVE FIRE HYDRANTS 1 EA 5045 WORK AROUND UTILITY CONFLICT 52 EA 5046 COORDINATION WITH FRANCHISED UTILITIES 1 LS 5051 RECONNECT FIRE LINE 1 EA SUB.TOTAL WATER WATER 10% CONnNGENCY TOTAL WATER RECLAIMED 5007 INSTALL RECLAIMED WATER MAIN 2" PVC 25 LF 5008 INSTALL RECLAIMED WATER MAIN 6" PVC 673 LF 5009 INSTALL RECLAIMED WATER MAIN 12" PVC 318 LF 5010 INSTALL RECLAIMED WATER MAIN 12. DIP 85 LF 5024 INSTALL RECLAIMED WATER VALVE 6" 1 EA 5025 INSTALL RECLAIMED WATER VALVE 12" 3 EA 5026 CAST IRON FITTINGS 10 TN 5032 CONNECT TO EXISTING RECLAIMED WATER 4 EA SUB.TOTAL RECLAIMED RECLAIMED 10% CONnNGENCY . TOTAL RECLAIMED SewER 5011 REMOVE AND REPLACE SANITARY - 8" 880 LF 5012-A INSTALL SANITARY LINE -10" 0 LF 5012-B INSTALL SANITARY LINE -12" 0 LF 5034 UTILITY SERVICES CONNECTION WI CLEANOUT 25 EA 5038 UTILITY PIPE TO BE REMOVED </= 10. DIA 1880 LF 5039 UTILITY PIPE TO BE REMOVED >/=10", 20" 100 LF 5040 UTILITY PIPE TO BE ABANDONED IN PLACE </= 10" DIA 1140 LF 5041 UTILITY PIPE TO BE ABANDONED IN PLACE 10., <20. DIA 0 LF 5042 ADJUST SANIT~RY MANHOLES 5 EA SUB-TOTAL SEWER S~ER1~CONnNGENCY TOTAL SEWER TOTAL UnLmES (WATER, RECLAIMED, SEWER) CONTRACTOR: BIDDER'S GRAND TOTAL $ BIDDER'S GRAND TOTAL $ (Numbers) (Words) . THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MA~~THE- TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. 25 C__nIlI.... Sellingsll381.1De~1D.23. REVISl!D CONTRACT DOCUMENTS-llEC I" BID SUMMARY.... 10/23/2006 BEACH WALK PHASES 2, 3 4 SECTION III " CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 CONTRACT # . PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL ALTERNATES ALTERNATE 1 ADD SPECIALTY FINISH TO SAND/SEAT WAlL (8012) 2843 l.F CAST STONE CAP ON SAND/SEAT WALL (8013) 5200 l.F PlAZA SEAT WALL, is" Hr. (8019) 289 LF SUB-TOTAL ALTERNATE #1 ALTERNATE 1 -10% CONTINGENCY TOTAL ALTERNATE #1 ALTERNATE 2 10" COLORED CONCRETE AT CROSSWAlKS 8479 (8004) 4830 SF 12" WIDE SHELL AGGREGATE SANDBLASTED AT CROSSWALKS (8005) 785 LF 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE (8006) 6600 LF 12" WIDE SHEU AGGREGATE SANDBLASTED BAND AlONG HIKElBIKE TRAIL INSTEAD OF STRIPING (8007) 2270 LF . 12" WIDE SHELL AGGREGATE SANDBLASTED BAND, PERIMETER OF ICONS AT BEACH ENTRANCES (8008) 580 LF SAND BLAST PAVING AT BEACH ENTRANCES, 9 ICONS (8010) 500 SF CONCRETE ACCENT PIERS W/CAST STONE CAP (8048) 27 EA TILE BAND ON ACCENT PIER (8049) 27 EA SUB-TOTAL ALTERNATE #2 ALTERNATE 2 -10% CONTINGENCY TOTAL ALTERNATE #2 ALTERNATE 3 INSTALL PHOENIX DACTYLlFERA MEDJOOL, 12' CT PER PBSJ DESIGN INSTEAD OF SABAL PAlMS (9103) 51 EA DOUBLE lANDSCAPE QUANTITIES INSTEAD OF 50% PLANTINGS AS QUANTIFIED - ALTERNATE PRICES SHOULD BE INDICATIVE OF TOTAL UNIT PRICE FOR DOUBLING QUANTITIES ADD 9000 lANDSCAPE 9100 TREES 9101 SABAl PALMETTO, 12'-20' OA, SeE PLANS 249 EA 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA 9104 COCCOLOBA UVIFERA, 7 GAL 262 EA 9105 PHOENIX ROEBELENII 60 EA 9106 IVA IMBRICATA, 7. GAl., 5' HT. 23 EA 9107 L1VISTONIA CHINENSIS, 12' C.T. 25 EA 9108 SASAl PAlMETTO, 16' C.T., MATa-tED 24 EA 9109 TREE GRATE TYPE A 9109 6 EA 9200 SHRUBS AND GROUND COVER 9201 AGAVE ATTENUATA. 3 GAl. 125 EA 9202 ARACHIS PINTOI, 4" POT 95 EA 9203 HELlANTHUS DEBIUS,4" pol 767 EA 9204 ILEX VOMITORIA 'NANA', 3 GAL 416 EA 9205 IPOMOEA PE5-CAPRAE 1 GAl. 293 EA 9206 PENNISETUM SETACEUM, 3 GAl. 1136 EA . 9207 RAPHIOLEPSIS INDICA, 3 GAL 394 EA .....-... 9208 RUSSElIA EQUISETIFORMIS, 3 GAL. 39 EA 9209 RUSSELIA SARMENTOSA, 3 GAl. 341 EA 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 150 EA 9211 SOLIDAGO SEMPERVIRENS, 1 GAl. 150 EA 26 C:\Docume... .... Seltings\13814lllesklDp\lD.23. REVISED CONTRACT DOCUMENTS-SEC 1180 SUMMARY.... 10/2312006 -- -- - -------- BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 9212 SPARTINA BAKERII, 3 GAL. 1952 EA 9213 SPOROBULUS VIRGINICUS, 1 GAL. 188 EA 9214 STRETLITZIA REGINAE, 10 GAL. 145 EA 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL 641 EA 9216 UNIOLA PANICULATA 563 EA 9217 YUCCA FILAMENTOSA 323 EA 9218 ZAMIA PUMILA, 7 GAL. 24 EA 9219 SOD (SEASHORE PASPALUM) 42750 SF 9220 MULCH 200 CY 9221 WALKWAY LIGHTING 800 LF SUB-TOTAL ALTERNATE #3 ALTERNATE #3 - 10% CONnNGENCY TOTAL ALTERNATE #3 ALTERNATE 4 NORTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LE1TERlNG (8024) 17 LF SOUTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LETTERING (8025) 8 CY RETAINING WALL AT SOUTH GATEWAY (8015) 11 CY S.S. SIGN PANEL W/LASER CUT -OUT LETTERS (8016) 1 LS . SUB-TOTAL ALTERNATE #4 ALTERNATE #4 -10% CONnNGENCY TOTAL ALTERNATE fI4 ALTERNATE 5 S.S. NAUTILUS SCULPTURE AT NORTH GATEWAY (8017) 1 LS TENSION MEMBRANED SHADE STRUCTURES (8022) 5 EA UPGRADE CITY STANDARD DRINKING FOUNTAINS TO PBSJ DESIGN (8023) 6 EA UPGRADE CITY STANDARD SHOWERS TO PBSJ DESIGN (8027) 9 EA UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE A, CAST ALUMINUM SECURED TO CONCRETE BASE (8030) 3 EA UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE B (8031) 11 EA UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE C (8032) 2 EA UPGRADE CITY STANDARD WASTE RECEPTACLES TO PBSJ DESIGN, CAST ALUMINUM WITOP COVER (8033) 59 EA UPGRADE CITY STANDARD BICYCLE RACKS TO PBSJ DESIGN, WELLE CIRCULAR RACK WJPOWDER COAT FINISH (8034) 66 EA TREE GRATES ALONG HIKElBIKE TRAIL, PROMENADE AND AT BEACH ENTRANCES (8035) 15 EA GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD (8037) 6 EA GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD (8038) 4 EA GAME BOARD PLAZA S.S. SCULPTURE (8039) 1 LS 6" COLORED CONCRETE @ GAME BOARD PLAZA (8001 B) 1000 SF SUB-TOTAL ALTERNATE #5 ALTERNATE #5 -10% CONnNGENCY TOTAL ALTERNATE #5 . AL TERNATE 6 CAST STONE PLANTER TYPE A (8050) 14 EA ~:. CAST STONE PLANTER TYPE B (8051) 11 EA CAST STONE PLANTER TYPE C (8052) 2 EA SUB-TOTAL ALTERNATE #6 ALTERNATE #6 -10% CONTINGENCY 27 C:\Do_n1s ond SeltIrvs\I381._p\10.23 .1lEV1SeIl CONTRACT DDCUMEHTS-SEC III BID 8UIolUARY.... 10/2312006 ------- --- . BEACH WALK PHASES 2,3 4 SECTION III . CONTRACT DOCUMENTS BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 CONTRACT # PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL TOTAL ALTERNATE #6 28 c~ and Seai1go\l3814\DeSlllllp\l023. REVISED CONTAACTDOCUMENlll-8EC m BllllUMllARV.... 10/23/2006 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VIll - SUPPORT DOCUMENTS Section VIII SUPPORT DOCUMENTS Introduction: During the design of the Project there was a need to obtain additional information to complete the design. This information included Goo-technical Services by Nodarse & Associates, Inc. as provided in their report of Geotechnical Exploration, Beach Walk, Clearwater, Florida dated February 1, 2005; and included Subsurface Utility Engineering by TBE Group, Inc. as provided in their reports of subsurface utility engineering services dated January 28, 2005. Testing frequency for the project will be done in accordance with the Pinellas County Minimum Testing Frequency requirements. Report of Geotechnical Exploration: Pavement Coring Standard Penetration Test (SPT) Borings Auger Borings Groundwater Subsurface Utility Engineering (SUE): Initial SUE Exploration Summary of Findings Location Drawings Follow-up SUE Exploration Summary of Findings Location Drawings Pinellas County Minimum Testing Frequency Requirements Florida Department of Environmental Protection Beaches and Coastal Permit No. PI-594 Environmental Resource Permit No. 52-0244761-002 ,..:- c- -- C:lDocuments and Settings\13814\Desktop\Beachwalk Folder\I..AP Beachwalk Phase 2.3,4 Contract Documents and Cost Estimate\CONTRACT DOCUMENTS-SEC VIII BWD.doc Page 1 ofl 10/2412006 , ~ Report of GeotecbDicaJ ExploratioD Beacb Walk Clearwater, Florida !' . -'.';"'T'"..: ~ , . , lWooARSE , R 5 5 0 C I ATE 5, INC. Geotechnical. lnviranmental Consuhing & Materials Engineering February 1, 2005 N&A Project No. T04-G-243 William C. Kasak, P .E. PBS&J 5300 West Cypress Street, Suite 300 Tampa, Florida 33607 . 813.282.7275 ext 489 Report of Geotechnical Exploration Beach Walk Clearwater, Florida Dear Mr. Kasak: Nodarse & As,sodates, Inc. (N&A) is pleased to present this proposal for completing a geotechnical exploration for the above-referenc-ed project. The Beach Walk pmject is one of the beach villages included in the Beach by Design Master Plan. Beach Walk includes the realignment of Gulfview Boulevard from the Pier 60 parking lot on the nonh to Adams Mark and the Red Roof Inn on the south. A promenade will provide pedestrian access to the botels, resorts, restaurants and shops along the old Gulfview frontage. Major traffic for through movement will use Coronado Drive as a widened roadway with one northbound, one southbound, one dual left turn, and a parking lane on the east side. FIELD EXPLORATION Pavement Coring - We performed 39 asphalt cores. The approximate location of the asphalt cores are shown on Figure] in the Appendix of this report. At each core location the thickness of the asphalt and the thickness of base material were measured. At seven of the locations the percentage of bitumen in the asphalt was determined. The results of the asphalt cores are tabulated and included in the Appendix: -..~ ,. .~;~ I '! , . .) '^ Beach WaIl< N&A Project No. T04-G-243 Page 2 StaDdard Penetration Test (8PT) Borings - We performed 6 SPT borings to depths rangi.:ng from 1 S to 30 feet. The approximate SPT boring locations are shown on Figure 1 in the Appendix. The SPT borings were initially advanced manually with a hand auger in order to avoid damaging any unmarkecllltilities. The SPT borings were then performed continuously in tile SPT borings from depthS of 6 to lO feet and at 5-foot, depth intervals thereafter. Each, sample was removed from the sampler in the :field and was examined, packaged, and sealed f'<>r transportation to our laboratory for further exam~tion and visua~ classification. Groundwater levels were measured in the boreholes at the time of our field exploration. Subsurface conditions encountered in the borings are shown on the Test Boring Records in the Appendix. Descriptions ,of the soils encountered in the borings are accompanied by the Unified Soil Classification symbol (SP, SC, .etc.) based on. visual e~amination. Stratification boundaries between soil types should be cODSidered approximate as the actual transition between soil types may be gradual. We have also provided soil parameters to assist in the design of the foundations for the . proposed mast arms. Borings B-1 and B-2 were perfo~ed near the location of the proposed mast anns. The soil parameters are tabulated and included in the Appendix. Auger Borings - We also performed 4 auger borings to a depth range of 6.5 to 7 f~et to determine existing and seasonal high water table and general soil types. The auger. borings. was performed with the use of a three-inch diameter "bucket" hand auger. Samples were taken "continuously'" from the ground surface to a depth of five feet below the existing ground surface elevation. Representative portions of these soil samples were sealed in jars, labeled and transferred to our laboratory for classification. The approximate location of the hand auger borings is shown on Figure 1 in the Appendix. The subsurface conditions encountered in the borings are shown on the Test Boring Records in the Appendix. Descriptions of the soils encountered in the borings are accompanied by ,the Uni:fieQ Soil Classification symbol (SP, Set etc.) based on visual examination. Stratification boUndaries between soil types should be considered approximate as the actual transition between soil types may be gradual.. . Groundwater - The groundwater levels were observed in the hand auger borings at depths -ol' . 3.7 to 4.6 feet below the existing ground surface. lt should be nOled that groundwater levels tend to fluctuate during periods of prolonged drought and extended rainfall and may be affected by man-made influences. We estimate that due to the seasonal effect:.the groundwater may rise one foot above the measured levels recorded during this exploration. However, due to the ; I e I I I .. ..,... . Beach Waijc . N&A Project No. T04-G-243 Page 3 proxiDiity of the site to the Gulf of Mexico and Clearwater Harbor there will some ti dal iIrlluence, which may be greater than the seasorial effect. CLOSURE N&A appreciates the opportunity to submit this proposal and.we look forward to working with you on this project. If you have any questions or if we can provide any additional information. please feel free to call us at your cODvenience. Sincerely, NODARSE & ASSOCIATES, INC. ~:;x Senior Geotechnical Engineer Florida Registration No. 50774 ! OC-Oi-OS Craig . "P1. ett( P .E. Senior Geotechnical Engineer Florida Registration No. 60850 Appendix: Figure 1 - Field Exploration Plan Pavement Core Results Key to Symbols Soil Test Boring Records Estimated Soil Parameters Distribution: 2 - Addressee I - File G:lCiEOTECH\2004\T04-G-243 Bc8cIa WalklT04-G-243 Rcpon.ckx --::"~ ,.- ",- r- I(e o . APPENDIX ~ . ' . . ..;-.-~ " ~. LOCATION PLAN ZONTAl SCAI.( IN rEET HURl I I o 100 200 ,..; i Ill. I 'Vi .----- -: -...-- 7. I I ~ .. =:::~: ~5T BORINC; + ~TE LOCATION or MIGOl IIOllINO APPROXlMAn: LOCA11ON Of' CD PAVEMENT CORE -SlW ...... elM 5llOl,I: NOTED 11011: 1_ 28-0~ RElD EXPLORAnON PLAN BEACH WALK CLEARwATER, flORIOA ItlOARSE , 1..8'..'t. .11'. PlIO.. NO: T04-C-243 f,CURE: i ~ ., . -6 (. U . wi . ~ Pavement Core Results Beach Walk. - Clearwater, Florida N&A Project No. T04-G-243 Core LocatioD Asphalt Thickness SheD Base Thickness Percent Bitumen (inches) (inches) C-l 8 6.1/2 - . C-2 9 7 7.54 C-3 8 5 - C-4 5-]/2 6 - C-5 5 6 - C-6 8-]/4 5 . - C-7 .8 6 . 7.40 C-8 2-3/8 7 - C-9 3-7/8 5 - C-]O 2 5 - C-lI 7 8 - C-12 2..:1/2 6 - C-]3 2-5/8 6-1/2 - C-14 6 4 -- C-lS 2-1/2 6- J /2 - C-16 2-118 7 -- C-]7 4 4 -- C-J8 2-118 5 -- C-19 2- 1/8 S - C-20 2-3/8 4 - C-21 9- ]/2 2 - C-22 * - - - C-23 7-1/2 8 7.4] C-24 4-]/4 6 - C-2S 2-]/2 5 8.09 C-26 2-]/4 6 - C-27 4 3-1/2 - C-28 3-1/4 6 - C-29 3 5 - C-30 2-3/4 5 7.31 C-3] 3 5 -- C-32 2-3/4 6 -- C-33 1-3/4 4 - C-34 2-118 4 - C-35 5-3/4 4 - - C-36 4-1/2 5 6.96 C-37 4-1/2 5 -- C-38 3 -112 5 -- C-39 4 6 8.04 - C-40 4 6 -- .. -",. *not performed due to traffic conditions. ?:lY.: , . if;~;: .. . 'llIJ f ..i~!:i I ...... ... .. rill , . I~.. ..iiXI: ~!i~;; Misc. . ..,..., . "I:, I U ~ IIVIDVL~ Description symbols Poorly graded sand Poorly graded sand with clay Silt Silty sand Weathered limestone High plasticity clay Poorly graded sand with silt . SYmbols Water table during dr;i.lling --......r.,: I (liT.) If. ~ I DEPTH .J7 ~ . ~ DESCRlYI'ION o Light lray (lDC SAND (51) 2 Brown linc SAND witb lClIDC sbclJ frasmCDts (SP) 4 BI'DWD s1ighdy clayey SAND willa SOIDC shdJ fragments (SP-SC) 6 Gray fine SAND willa'some sbeU frqmems (~ 8 Medium dellSC gray fiDe SAND wiIh some sbd1 fragments (SP) J2 Very soft gray sandy SILT (MI.) Very loose gray siJry SAND (SM) 27 l.ighr browD wealheRd LIMESTONE (Wl.S) 30B. .tccI onDI rcrmma REMARKS: Groundwarcr encountered at 3.5 feet. :1:: e.... .. .... . ........ .. .... .. .... .. ..~::. ~:i:: . .. ...... .. .~:::.. ::::: ::;::: :::: : iI':r 'J:y.): i:t~ . .".Z:I. ;!:I .. .. ...... :;:: ; [~j~. .. .- .-.. .. ....... .. ...... .. ..... .. ..... .. -..... ::: i.; ...:;: :: ~:t: : .... .. --... ....... .. .... .. . PENETRATION. BLOWSIFOOT o 10 60' 80. 20 30.40 12 . - - . . . . 2 4 rz T 8 9 IJ 2 16 20 WOHl1S- , 24 28 16 BORlNG NUMBER DA TE DRD...LED PROJECT NUMBER PROJECT PAGE] OF 1 TB-l 01/07/05 T04-G-243 Beach Walk ~~------ IfF ~ . WI DESCRIPI'lON o GIlY fiDe SAND wid! nee of sbeU fIa,menu (SP) 2 ~I pay fine SAND widl some sheD fragmculS 6 Loose gray fiDe SAND wiIb some sbdI frapIcnIs (Sf) 17 Very loose Bny silty SAND willi some sheD fra,mmlS CSM) 24.5 Finn gReD CLAY (CH) 27 SIiff IReD slightly sandy CLAY (CH) 30 lIoriDllCnninated . REMARKS: , GroundwaleT encountered 31 3 feet. . PENETRA nON. BLOWS/FOOT .~::. ;~~~~ il~~~ . .... ~~w ...... ~~W :~.~~~ im~. i~~y ::~~~ -.gEf. .... . ... . .. .. ....... . .... .... . ... . ... . ...... .... . ... . .- .- .-... . ..... -.l!Ei. .... . .:i:: ... . ... .. o 10 20 30 40 60 80 4 " - - . . - - . . - - ~:* II ~ 8 5 5 12 7 16 20 2 24 5 28 .....:11111[....... :i~.l,II.:!.!I{~i![llllil~;:................. :.::]llllrl!III{'~ BORING NUMBER TB-2 ..... DATE DRn..LED 0]/07/05 PROJECT NUMBER T04-G-243 PROJECT 'Beach Walk DEPTH " " (FJ' .) :". L,; . -./ DESCRIYl10N o Light broWD fiDe SAND willl sbcD frapDaIs (SP) 4 Lipc illY fiDe SAND wirh sbeD fJqmeDis (SP) 6 Very loose J!aY fiDe SAND widllraCC Df sheD fnpIcDU (Sf) 8 Very loosc ,ray fiDe SAND widl some sbcD fnplCDU (S,). " 12 LooIC ,ray sill)' SAND willa some sbdI frqmcms (SM) 5 B' ...... onDIlCmuna..... -=: encountered al4 feet. ~ .... . .-.- ..,.. . ::::: .m: ~~~l ~~ut ~:::~. .... --... . -... .... .. " .. . .::::. . -.. . ..-. . .-. . .... " .... . :i; i i ...... ~::: : ... .':::. .. . .. . ... . .. ;J~f. . .-.. .- . .... ... . PENETRATION - BLOWS/FOOT o 4 8 . 12 16 20 24 28 10 30 .40 60' 80. 20 ~ - 3 2 . 6 BORING NUMBER DATE DRaLED PROJECT NUMBER PROJECT PAGE] OF 1 TD-3 01107/05 T04-G-243 Beach Walk ~.;:.::~*~~~;*:;::.)i.,~:;:::::;:i;j;::::::.:::.:.:::.....,:.:.....::~;,::;-...w..;__.::-::":-~ :.:;:,;;.:.:~::.' ~:;.:.,. ..:: ':'. ......... .;.;......... ...._..".....,...:.:.,...,.. .... ..'...... ." I~ eo.) I DESCRIPTION I 0 Light blDWII fIDe SAND wilb sheD mgmma (Sf) .:::: . .1.. . . I... ~~~:~ 2 :::: : Lighl lilY fiDe SAND wirh sheD fragmems 8Dd ':g ~:: DICe of day (SP) ~.~H f.. 4 :::: : GillY fiDe SAND wirh sbeD frapIems (Sf) . _. I. .... :~....: ~~; € ! ,_.t. ...... :.g~~. ~g? ~lf .... . I. ._ t_. . ---.. . I... .... . I- ._ '-... ..... .... . 12 Medium ~ lipl bl'OWJl ~ SAND willi sbell I- ,_ ...... fnsmcms (SP) . I... .... . .1. . --... ..... .. I.... ..... . ...... . I.. . 15 ..... . Boring rermiDarcd I, . ~ . REMARKS: . PENETRATION. BLOWSIFOOT o 10 30 40 60 80 20 4 . - - - . . , 't':.!" 22 ~ 8 2 3 12 16 20 24 28 , .., "::'~:;:::;::~i:J:111.I~illf.!:'1~!f'i~:::,,w....< BORING NUMBER TB-4 DATE DRn..LED 01/07/05 PROJECT NUMBER T04-G-243 PROJECT A....,..h Ul..II, Groundwater encountered at S feet. ~ , , DEPIB ~ (FI'.) U I I I I . ..) . J" DESCRIPTION 0 Ught gray fiDe SAND widI sbdI (SP) .. .- .- .- ::'::-: ~::: : :: :: ...... ..... .... . . .... :::::: ..... :.~~f: :::: : 4 Medium denx liPl any fiDe SAND willa sbelJ (SP) .... . . :::: .::: ::: .:::: . .. .- ... ... .... . . -... -:: :: ~~~~~ ..... ~mf. ~m: .. .- .. .- ...... . -... . .-. . .. .. ..... . ... . ~flt .:i: :" ...... .... . . -... .... . , ... . BorinJ IIlrmiDaed . PENETRATION. BLOWSIFOOT o 10 20 30 40 60 80. 4 . . - - . . . 13 _'\: J4 8 J5 12 12 16 20 24 28 REMARKS: GroUDdwaler encouDlered at 3 feet. BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE) OF) TB-5 01/07/05 104-G-243 Beach Walk I DEPTH ~.) I'~ 0 ~ . ~ DESCJUPTJON Ligbt lray rme SAND widl she1I fnpIeDIS (Sf) 2 BIDWD fiDe SAND widl SOIB sbcD (SP) 4 BlOw fiDe SAND widl nee of stacD m,mcDI5 (SP) 6 Medium dcasc gray fiDe SAND wirh some sheD lng_DU (SP) 8 Deusc IipI'DY fiDe SAND wilb aacc sheD fJqmen&s (SP) " 12 Very loose '.fa1' silly SAND widI nee of sheD fraJlIIUI&s (SM) 17 Medium dense: ,ray slighdy silty SAND with lIKe of sbeII fragmenu (SP-SM) 20 BorinB ICnninalCd . REMARKS: Groundwater encounlered al 3 feel. , ....... .. .... .~... ...oO .. ..... .. .... .. .... .~:;. :::: : .. .. ':::~:: " ~~~~ ., .- ...... ..... .... .. .. .... '.::::. ...... .. .-. .. ...... ..... .... .. .. ...- o. ...... .... .. ...... .. ..... .. .... .. .... ... ... ..... .... .. .::::. ...... .. .... .. .. .. .- ... .-..- ...... .. .... .. .- .- ...... . -..... .... .. I ':0: .n:r J ~U~:.. ~':J:I ,.u::.:a i ii ;:1 . ~"f..J . PENETRATION. BLOWS/FOOT o 10 20 30 " 40 60 80 4" - . . - - 1) ~ 8 19 37 12 3 16 20 24 28 BORING NUMBER DA 1E DRILLED PROJECT NUMBER PROJECT TB-6 01107/05 T04-G-243 Beach Walk D"'~1:' ~ nr ~ I DEPTH (FI' .) ,. ~ I DESCRIFl'ION I 0 ...Oart brown fine SAND wiIb uace of sheD {!Pl- ..... . .... . .... . 0.' Ughr brown fiDe SAND widl sheD (SP) .... . .::::. .. -... .. .... . -Cw.- {l;EY .... . ~.~E~. .. .- -:::::: .. -. .-. .... . .. .. :::::.. 7 :::: : Boring rcrminared - , . ~ . PENETRA nON - BLOWSIFOOT o 10 20 30; 40 60 80 n -T s 10 IS 20 2S 30 3S ~: encounrered ar 3.7 feel. :~Jij.il:!Bl;i~(<:.. BORING N'uMBER AB-] DATE DRD..LED 0)/3]/05 PROJECT NlJ]\{BER T04-G-243 PROJECT Beach Walk PAGE J OFl ~ ~..r..':'..,.I- . IrL I L)To) DESCRlPI10N . 0 LiPt ,ray fiDe SAND .(SP) .. . :::: :" .-... ...... .... . 2 . :::: LiJIu browu fiDe SAND witb sheD (SP) . ... . . .... . .-.. ...... 4 :gfi- Ony fiDe SAND witb sbeO esp) .... . .... ... . ... ... .... . .... . . .... :'~W{ 7 BoriDg raminared ......' . . PENETRATION - BLOWS/FOOT o 10 20 30 40 60 80 s -i- 10 IS 20 2S 30 3S 40 REMARKS: ":il!qJlll:III.:lI111111.~llflil1.I~II!lli~~:.. ~ Groundwater encountered at 4.5. feel. BORING l\ruMBER DATE DRD..,LED AB-2 0)/31/05 I DEPrB r!"J I DESCRIPI'lON . "J 0 Brown fiDe SAND willi aacc of sheD (SP) .. .. .-. . ---.. .... . .... . .... . I.S LiPI brown fme SAND wim sbcU (SP) .:::1. .... . ..... om:" ...... .... . ~::: : 4 GrecD-aray slipdy sikJ SAND wi1b sheD (SP.sM) .hi;, !~?: 5 GrecD-lJ'ly fiDe SAND wida sheD (SP) .... . .. .. {~~f 7 BDrirJa ~rmiDaled : , . PENETRA nON - BLOWS/FOOT" o "S 10 IS 20 25" "30 ;35 10 20 30 40 ," 60 80 g T . REMARKS: Groundwa~r encoumered 814.6 feet. ; BORING NUMBER DA TE"DR.D...LED PROJECT NUMl\ER PROJECT Pol 1:.... 1 0'1;' 1 AB-3 OJ /3 J /05 T04-G-243 Beach Walk . " :11~~tJlI:'.~;1;11"1!I!if:II][II.llllljl'li'1~1~lr1il~li111I~::::.:.~:~::::::i:;li'lillifi!li'i~ BORING NUMlJER AB-4 I DATE DRD..LED 0] /31/05 PROJFrT NlTM1U'l) Tn.ll_r._"A':l r:.~..,r""":- -........._... ...1 I,~ (~~) ~ DESCRIP110N . 0 :-Duk brown fiDe SAND wilb bace of sbeD (SPl . ..... ... 0.5 Lipt brown fme SAND widJ sbeD (SP) .... .. ...... .... .. .. ...... .... .. .... .. .~::. .... . .. ...... 3 ...-.. .. G/a)! aDd lipl brown fiDe SAND with shell (SP) .. .... . .... ....... .. ...... .... .. .. ...... ~mf 7 BoriJIIrermiDalCd ~ . ,I REMARKS: Groundwater encountered at 4.2 feet. . PENETRATION. BLOWSIFOOT o ] 0 20 30 40 60 80 10 - ., .;:t .g or 5 15 20 2S 30 35 - ~. ~ I I .. ." . , Estimated Soil Properties Beach Walk Clearwater, Florida N&A Project No. T04-G-243 DEPTH ANGLE OF TOTAL SOIL COIlES) COEFFICIENT OF COEFFICIENT OF FROM - To INTERNAL DENSITY ON (PSF) ACTIVE EARTH PASSIVE EARTH (JIT) FRlCJ10N (cbl (PO) PREsSURE PRESSURE BoriDg TB-l - Mast Arm boring at the iDtenectioD of Gulfview Blvd. aDd Coronado Dri'Ve 0-4 30 115 0 0.33 3.00 4-6 29 110 0 0.35 2.88 6-12 32 120 0 0.31 3.25 12-17 O' 110 200 1.00 1.00 17-27 26 105 O' 0.39 2.56 27-30 0 120 2000 1.00 1.00 Boring TB-2 - Mast Arm boriDg at the iDtenectioD of Gulfview Blvd. aDd HamdeD Drive 0-17 30 115 0 0.33 3.00 17-24.5 26 105 0 0.39 2.56 24.5-30 0 115 800 1.00 1.00 ........ ~!". v . ~ . ~ January 28, 2005 RECErV~D P B S J. I ~ C. TAMPA ' , I Mr. Michael. Saltzman Pr9ject Manager Post Buckley Schuh & Jernigan 5300 West Cypress Street Suite 200 Tampa, FL 33607-1784 JAN 31 2005 1 t FILE J = = 1 Re: BeachwaJk Project Subsurface Utility Engineering Services Dear Mr. Saltzman; TBE i.s pleased to have completed the Subsurface Utility Engineering (SUE) sen.'ices for this imponant project within budget and on schedule. Pursuant to your request. we Me enclosing the final documentation of the SUE data tor your tiles. I have revised the scope document to represent our true etrort in meeting the e:'tpanded project goals (additional test holes), while maintilining the not to exceed budgetary limit. We hope that this information satisties your documentation requests. If you should have further questions. please contact me directly at 727 -431-16.C. Sincerely, TB~~, R. Peter Stasis. PE Project M:ln3ger RPS:pms Cc: J. Stanley~ TBE File ---or. -. ,- /'j:\CL \Vol II OlUTIL.liDf.RPS',PBSJC lJmpl...'ellr,I,':~ 11:' .J,',' ~Rn P,...,,&i PI,....ro QI\.,1"'i c. ,;.._ ~nn rl__. DatI!: TBE Project No.: . nt proJ. No.: )rk Order No.: 12/20/04 0034500600 Nit 00 Subsurface Utility Engineering Test Hole Field Data Vac Truck/Trailer No.: VT-231 ~ =::=: ~ SUE Cre~: IIIU,RS,LP City/State: Cleil!trwater,Fl Utili e: Utili Bectrical Gas Une Buried Telephcme Fiber Optic Cable Water Sanitary Sewer - Storm Sewer cable Television Force Main Reclaimed Water Street Ught Traffic signal Fuel Une Unknown P_ EXPLORATORY Test Hole Test Utility Date Hole Type No. S. Gulfview Blvd. TBE GROUP TeE Office: a.EARWATER,FL Material: location: C1aar-water Beach EngliSh 0 Metric Identified B : 1- Steel Edge of Pavement Sleeve 2- PVC (Polyvinyl Chloride) Baseline Hub/Lathe - DIP (Ductile Iron Pipe) Right-of-Way - NaiVDlska - VCP (Vitrified Cay Pipe) Centerline - "X. In Concn!te - PE (Polvethylene Pipe) - Back of Curti 4- SIRC ~aa AC (Transite) Survey Hub 5-6" PVC ING - o (Cast Iron) .r In Concrete 6- - DBC (Direct Buried Cable) Swing TIes - Concrete Pipe Ref. Point In Driveway Note: 22-Set Nail and Disk 10- Corrugated Metal Pipe Stamped "TBE REF. PT.. 11- Duct Surface Type: a 12- Fiberglass Note: 24=Set Iron Rod a CaD 13- Unknown It Stamped "TBE REF. PT.. 14- - Concrete 5- G- Natural Ground Utility Station Offset offset Manual Cross Utility IO'd By Surface Pm\. Material Distance from Depth Sectional Direction Type Thi~ To View .. ne~ ft.@ m-D rt.@ E in. I L R m.o mm.( 7 6" 106+00 24.9' 37/31 1.37' 0 22 A 2" 1 2" . 106+00 22.1' 37/31 2.13' 0 ~. 22 A 2" 15 4" 105+46 20.0' 37/31 6.93' 0 '\a 22 A 2" 15 4" 107+83 20.5' 37/31 4.20' 0 ~ 23 NG NA 2 2" 107+83 24.3' . 37/31 1.75' 0 ~ 24 NG NA 1 2" 113+96 22.1' 37/31 1.90' 0 '\a 24 NG NA 7 6" 114+ 10 24.7' 37/31 2.25' 0 '\a 24 NG NA 1 2" 116+35 22.9' 37/31 1.38' 0 ~ 22 A 4" 7 6" 116+35 24.7' 37/31 1.10' a ~ 22 A 4" 2 4" 809+30 16.5' 37/31 1.61' a ,/' 24 NG -NA 16 2" 813+ 70 16.6' 37/31 2.35' a ,/' 24 NG NA 8 1.5" 813+70 19.5' 37/31 1.44' 0 ,/' 24 NG NA 3 8" 809+20 22.3' 37/31 1.98' 0 ,/' 22 A 4" 7 6" 809+20 20.5' 37/31 2.42' 0 II"" 22 A 4" 1 2" 809+20 16.0' 37/31 2.55' 0 II"" 22 A 4" 3 16" 809+20 14.8' 37/31 3.40' 0 1 22 A .4" 2 3" 107+83 21.7' 37/31 2.16' 0 '" 24 NG NA 1 2" 813+52 14.8' 37/31 2.39' 0 22 -~~ 2" 7 6" 813+52 15.3' 37/31 2.35' a 22 A 2" 3 8" 813+52 16.2' 37/31 2.06' a 22 A 2" 1-1 WM 1 1-2 GM .. 0/04 1-3 RW 20/04 1-4 RW 12/20/04 1-5 TS 12/20/04 1-6 GM 12/20/04 1-7 WM l2/20/04 1-8 GM .2/20/04 1-9 WM 2/20/04 1-10 BT 2/20/04 1-11 BT 2/20/04 1-12 BT 2/20/04 1-13 RW U20/04 1-1. WM !/20/04 1-15 GM /20/04 1-16 WM /20/04 1-17 BE (21/04 1-18 GM 1-19 WM 1-20 RW ~S: f ,,.,..t 1 nf .4 n______ ~ ..._ .. _ Date: TBE Project No.: nt ProJ. No.: "Ie Order No.: 12/21/04 0034500600 NA 00 Subsurface Utility Engineering Vac Trudc/Trailer No.: VT-231 Test Hole Field Data Coronado DR. TBE Office:. CLEARWATER,Fl T8E GROUP e: Electrical Gas Une Buried Telephone Fiber Optic Cable Water - Sanitary Sewer Storm Sewer Cable Television Force Main Redalmed Water Street Ught Traffic: signal Fuel Une Unknown PLORATORY Test Hole Test UtIlity Date Hole Type No. Utill Material: 1- Steel PVC (Polyvinyl ChlOride) - DIP (Duc:tfle Iron Pipe) VCP (Vitrified Oay Pipe) PE (Polyethylene Pipe) - AC (Transite) - 0 (Cast Iron) - DBC (Direct Buried Cable) Conaete Pipe 10- Corrugated Metal Pipe 11- Duct 12- Fiberglass 13- Unknown 14- concrete cap 5- utility Station Material ~ ---=-- ~' ;:-~ E - Edge r# Pavement Baseline Right-of-Way Centerline - Back of Curb Surve, Hub .X. In Concrete Swing lies Ref. Point in Drlvewav Offset Distance SUE Cre'!: N.J,RS,LP City/State: Claerwater,Fl Units: Clearvwrater Beach English (2) Metric [ Identified IS . Sleeve Hub/Lathe NaiVDisk. - T In Concrete SIRC 5/8... Location: Note: 22=Set Nail and Disk Stamped "TBE REF. PT.. . Note: 24=Set Iron RCld 8& Cap Stamped "TBE REF. PT.. Cross Utility Sectional Direction View · PmVi' Thlc! nes= ft.0 mO L R 10' d By ~urhice Type f - in. h mm.L 12/21/04 1-21 GM 1 4" 512+55 13.0' 37/31 o. 22 A 4" 1-22 BE 14 IS" 512+5'5 16.5' 37/31 1.84' 1t~ 22 A 4" 04 1-23 BT 2 4" 512+56 18.5' .' 37/31 0.90' 0 ,/' 22 A 4" r ~/04 1-24 RW 7 8" 512+56 12.8' 37/31 1.30' 0 ,/" 22 A 4" ~1/04 1-25 UNK 1 2" 512+55 28.5' 37/31 1.55' 0 -c . 24 NG NA 2/21/04 1-26 WM 7 6" 512+55 30.0' 37/31 2.13' 0 .--. 24 NG NA 2/21/04 1-27 WM 7 6" 107+83 27.Q' 37/31 1.20' 0 .--. 23 NG NA l/22/04 1-28 RW 3 8" Swing Tie 2.60' 37/30 2.74' 0 1l:~ 22 A 4" ~/22/04 1-29 GM 1 4" Swing Tie 0.40' 37/30 2.58' 0 ~ 23 A 3" ~/22/04 1-30 UNK 1 2" Swing Tie 6.90' 37/30 O.SO' 0 ~ 24. NG NA... /22/04 1-31 BT 8 1/2" Swing Tie 12.6' 37/30 1.52' 0 1t~ 24 NG NA '22/04 1-32 WM 2 6" Swing Tie 15.5' 37/30 4.25' 0 ~ 24 NG NA '22/04 1-33 UNK 1 2" Swing Tie 8.40' 37/30 1.42' 0 ~ 23 NG NA '22/04 1-34 UNK 1 2" Swing Tie 8.00. 37/30 1.65' 0 1t~ 24 NG NA '22/04 1-35 BT B 1/2" Swing Tie 9.00. 37/30 1.60' c ~ 24 NG NA 22104 1-36 UNK 1 2" Swing Tie 9.90' 37/30 1.46' 0 ~ 24 NG NA 22/04 1-37 WM '2 6" Swing Tie 13.S' 37/30 2.56' c 1t~ 24 NG NA 22/04 1-3S FOe 2 2" Swing Tie 18.7' 37/30 4.03' 0 ~ 24 N.~., NA 1-39 FOe 2 2" Swing Tie 19.9' 37/30 1.39' 0 ~ 24 NG NA 1-40 GM 1 4" Swing Tie 1.00' 37/30 1.75' 0 1l::::. 23 NG NA Test Holes done at the intersection of coronado and brightwater do not have stationing. staioning was not found on the baseline of coronado. !et: 2 of 4 . Prepared Bv: LP n::a.c.." ,-" InA. Date: TeE Project No.: t Proj. No.: ( Electrical Gas Une Buried Telephone Fiber Optic Cable Water . Sanitary Sewer 1M- Stonn Sewer CAlV- Cable Television Force Main Redalmed Water Street Ught Traffic signal Fuel Une Unknown p_ EXPLORATORY Test Hole Test Utility Date Hole Type No. 1-41 RW 1-42 BT _ /04 1-43 WM 7/04 1-44 BE 7/04 1-45 GM ;2/27/04 1-46 EXP 2/27/04 1-47 BE 2/27/04 1-48 WM 2/27/04 1-49 BE 2127/04 1-50 WM Z/27/04 1-51 BE ~/28/04 1-52 WM ~/28/04 .1-53 BE /28/04 1-54 WM /28/04 1-55 BT (28/04 1-56 UNK '28/04 1-57 EXP '28/04 1-58 WM 1-59 WM 1-60 UNK ~ .pt. ~ nf .4 12/22/04. 0034500600 NA 00 Subsurface Utility Engineering Vae Truck/Traller No.: vr-231 Test Hole Field Data ~'= ~~ E= == = Coronado DR TBE GROUP TeE Offl~ CLEARWAlER,FL 1- Steel - PYC (Polyvinyl Chloride) - DIP (Ductile Iron Pipe) - VCP (VItrifted Cay PIpe) PE CPoIyetflylene Pipe) AC (Transfte) - a (Cast Iron) - DBC (I;)irect Buried Cable) Concrete Pipe 10- Corrugated Metal Pipe 11- Dua 12- Fiberglass 13- Unknown 14- Utility Material Station 3 l1e 2 4" Swi Tie 7 16" Swi ne 14 36"" Swing ne 1 4" Swing ne . . Swing ne 14 24'" Swing ne 3 16" Swing T1e 14 24"" Swing Tie 3 16"" Swing T1e 14 . 24"' Swing Tie 3 16" Swing ne 14 24" Swing l1e 7 8" Swing lie 15 1.5' Swing Tie 7 3" Swing lie . . Swing lie 7 8" Swing lie Dr...._....._.. D.... n Edge of Pavement BaselIne RIght-af-Way Centerline - Beck of Curb Survey Hub -r In Concrete Swing TIeS Ref. Point In Driveway Offset Distance ft.0 mQ L R 0.60" 0.40" 17.8" 60S" . . ft.0 m.o SUE Crew: M.:J,RS.LP Oty/Stilte: Clear,.ater, FL location: Units: Clearwater B_ach English 0 Metric L Identified l!3 : Sleeve Hub/Lathe Nail/Disk. - T In Concrete SIRe 5/8-.. Note: 22-Set Nan and Disk Stamped "TBE REF. PT.- .. Note: 24-Set Iron Reid . CaD Stamped -reE REF~ PT.- Cross Utility Sectional Direction View · ID"d By Surface Type Prnvn Thick ness in. ~ m.[ I 2.69' 0 '\. 22 A 1.95' 0 '\. 22 A 3.45" 0 I 22 A 4.25' 22 A 2.45" 0 I 23 NG * .. .. .. .. Date: 12128/04 TBE Project No.: 0034500600 t Proj. No.: NA ( rt Order No.: 00 Coronado DR Subsurface Utility Engineering Test Hole Field Data Vac Truck/Trailer No.: . VT-231 g-:; SOE Crew: M>>,RS,l.P Clea~ater,Fl City/State: TBI GROUP Oearwater Beach Location: Units: TBE Office:" ClEARWATER,Fl English 0 Identified S : Metric L Uti; Electrical Gas Une Buried Telephone Fiber Optic Cable Water Sanitary Sewer - Storm Sewer :TV- Cable Television M- Force Main RW- Redalmed Water SL- Street Ught Traffic signal Fuel Une Unknown Utili Material: Offset Measured From: 0- Edge of Pavement 1- Baseline 2- Right-of-Way 3- Centerflne - Back of Curb Survey Hub "X. in Concrete SwingTles . Ref. Point In Driveway 1- Steel - PVC (Pofyvinyl Chloride) - DJP (Ductile Jron Pipe) - VCP (VItrifIed Clay Pipe) PE (POlyethylene Pipe) AC (Transite) - 0 (Cast Jron) DBC (Direct Buried Cab/e) Concrete Pipe 10- Corrugated Metal Pipe 11- Duct 12- Fiberglass 13- Unknown 14- Conaete cap .., L.eed Utility Utility Station Material Size 0.0. Sleeve Hub/Lathe - Nail/Disk- aX"' /n Concrete SIRC 5/8-.. Note: 22-Set Nail an.d DiSk Stamped ~E REF. PT.- - Note: 24=Set Iron ROd a Cap Stamped "TBE REF. PT.- fl- UNK- Other- Test Ho/e Date Test Hole No. utility Type Cross Utility Sectional Direction View · to'd By Surface Type Pmvn Thick ne55 in. ~ mmL ft. 0 moO L R BE 14 301t Swina Tie . . 37. 3.98' WM 3 81t Swing Tie . - 37 0.90' _8/04 1-63 GM 1 2i. Swina Tie . . 37 1.20' .8/04 1-64 WM 3 8" Swing Tie . . 37 2.31' 2/28/04 1-65 RW 3 8" Swing lie . . 37 '1.72' 2/28/04 1-66 GM 1 6" Swing lie . . 37 2.57' 2/28/04 1-67 GM 1 4" Swing Tie * . 37 3.38' 2/28/04 1-68 WM 3 8" Swing Tie . . 37 1.45' !/28/04 1-69 RW 16 8" Swing Tie . . 37 0.88' !/29/04 1-70 GM 1 4" Swing lie . . 37 .1.35' ~/29/04 1-71 8T 15 I" Swing Tie . . 37 1.10' /29/04 1-72 BT 8 ]It Swing Tie . .. 37 1.43' 129/04 ]-73 BE 14 241t Swing Tie . . 37 3.70' '29/04 1-74 WM 3 16" Swing lie . . 37 4.57' '29/04 ]-75 BE 14 24" Swing Tie . . 37 3.13' 1-76 WM 3 16" Swing Tie . . 37 3.24' 1-77 RW 5 8" Swing Tie . . 37' 3.74' 1-78 WM 3 16" Swing lie . . 37 3.35' 1-79 BE 8 1" Swing Tie . 37 6.37' E - 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A -4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 =.~.,:. 4" 22 A 4" o o - o o o o o t o t o t o t o t o t t o o t o t o , ~. A ...1 '" n______~ ~ ._ 12/16/2~'~: ,15:42 . 8132861207 I -~ --.r, - --UT HO__ - HO - U1 -\.I --I. :J ,w - - .~EG[ND: ;) S.UL LOCATION o .- o o l3 ~ '- ~ crt"~ :! o~~~ au:) @ i~~~ Q c( V)(f) ~ r '\. (Z 0 w '- '-' CO a: 0:: It) cr(B::O .- _ l:)ZX'- ;,.=u<wcn r\J ~r= ~ ~ " . '0 --J ::i t() ll.. 4."" <( 0 0 -.J-.J P"lIlb ~ WD~b ~ . ... '. '- "' ~_I IJ! , .. "'.J _"- QIIl" "-' ,:!If WI!I m :;lit :GI C"T~ OF CLEARWATER. FlORIDA UTILITY CONA-leT!,; ......... '11m I... ~: 1~/lb/2a64 .15:42 8132861207 PBS&J CIVIL P AGE El4 ~ ~~.I J~ !J - "- 0::::: <z %<( o a:::~ o UO ~ -0: N_ N~ "" sa; c :t 10 20 - CC-1V ,. -20 - - - \of __ -UG ----- ~ ::--- --- === Rdlrd ftw"". "'~ l,~M Ble-i ~~D~ -- - ~ - S7 - - - -' \ .: .. LEGEND: ~ 0 S.U.E. LOCATION s/~ , I ~ ~ I I ~ ~d ~: :(' / ~ I") C'\J cj lI.IM _ _ C'fPIGII r-nv OF CI FARW4T!:R 1=1 nRln4 IITIIITY rn",rl I,..TC =. '1*/111 .. I-...~ -- r_uc.. [I'" ... ~ s- LJ 2 -- o I to . 20 E; '--2Q ,- II ~ Ul W (J\ ~ - ~ ~ .. S.UL LO TION ~~ J' '"'f-y '\ . '" .~ :J. CIJDII - =-~ "/flJlDI I:.....~ I~- . "III nI'IEII& IiIlIIT --""JYIt :-. . ..... "JiIIIDIl 3.W1 CITY OF CLEARWATER. FLORIDA DIII:U I~ \luncW'~ ftr'U.I"IU"""".~_". UTILITY CON~lICTS - - --- --.. ~ ....~/ \....-/ / ..':;. " ~ y~ \ ~ ...~ ......\ , \\ \ 0" ~~ ...\ ~~ o \~ < ~ ~ .' ~C)" 0> tt: "'" r:t: C) :t; ~ .~ . -7 ~ -~ L) 10 L 20 o 10 , :l!!1l /..... S~ : '--20 /.... ..,?~ . /b -' /' . - -- -.. - ._- - ~~ ~/' . / .,/ ~ /' ../ " ,..- "/ / ./ /" .../ 4ftOO ") S.U.E. LOCATION o ,. -- /"\. ~() " ;' "- .it . -- CITY OF CLEARWATER. FlORIDA PUBLIC WORI<5 ADMINISTAA liON UTILITY CONFLICTS LOCATION UA!:l ~ "Jr!"J/M -, :a_~ :IIJlI '_.Il_ '" '~.2II- ~ _ - ; '--1/ ."/ fl/" I i " ! . i ... / Q: .II . Q.' ! ~/' ! I i I I I . if / Ii . -/? / / r 0 :0 ~t: '.~20 . CEIiIrz7" P . LI. D leNt, Awe P,r;- .~-? /- . I ! ! ; I i l. ~I L I I i / -1-- / , / 2 S.U.E, HOLES 1 ReV 1 UG 9 aJ IIf1'f# I ;""Ird FAbN\ Cz.Arle r- - QU - CITY OF CLEARWATER. FLORIDA UTILITY rn....",. ,,,,op_ ~ Dlla. .,... ..___. _ r-~t;. .1:J _.~-:.:; 'II&'J~ . ---- --.-- r~ J.b r) ~ t::r: ~ c::a: c:::>> ~ fF II' I, toll 20 'bl F'1IIIIo\Cl'NIcl'of I'tU .~ :J 3.b.r. lODl11 ,.... _ II .. ~ . -" ., ., .'." "'" - -... - I - WIP MIlI3! - "'-DIl7 - CITY OF ClEARwATER, FLORIDA DIID'I~'.._____ _ . UTILITY CONFllrTC:; :=.. -1~..n. r-HUC. O~ ---. 4~ iQ ~ ~ ca: c:::. ~ 70 20 1li#J-3 ~' HO Rill. ~ ) S.UL lOCATION to -wm . JCII ... '\IllIli JHlI7 . ""J_. lID c~~~.~~.~_L~-:~W~TER. FLORIDA - UTllIT\' c:nN~1 I""" - ....." , ~'mla. I ~ _Ie. .1IU1UI. "llo; c_ ~~ no ~ ." 00 ;or ^ ~ :n :0 , to :E :J )0 ~ ;ri ~ ::0 I) . ~ ." , r- .0 ,::0 ~~ I C -l ;:: :J o o Z "TI ,,... ('j -l en - ;1 P rr~ , 15 ,! ~.,..., c: 2: . 0 ~ .. { . -{'.- , , 'la ~ \"J \,\I t,.a --- 1.1 I i:= ! .., . -J 170 ~ '. "'_ "i'" 1::....................... ~~ 321 CORONADO DR. _! 0 ANTHONY N. AMICO JfC '!\f DUPLEX 08/29/15/17586/001/0060 317 CO lASAl DUPl OBh 9/15/17586/001/0050 i~ tt ,.,f ;..,# '" @ ---........... .-----......--........-." - NADO DR. ......._.._. NATIONAL BANK TRE -______._ ...~ ................. ~ -~ I; 315 ..C( ONADO 0>>.0 R r H SEAGO ~PARTNERSH'P MOTtl. HOTEL. 08/29 .'J~/l iS86/001/rV1", ,. ;i:l ... ~~I ~DI ~I:ll:lq lY .L4:4b 1:11::I26612B7 PBS&J CIVIL c."" \ c.~ ,os =tl . l ltI/rb l.... .J Fk.W\ ~ror i:...,~~.~ eGENO: ;) S.UL LOCATION T '- :t,:" I .- 11/'"'- . . .. /, f; . /' : fI- ---- kC \.I q j ~ ) -- \ .1 ,. - '" I: / ; W' r II i I I 1- / . I I I I I J f ! " ;0 i"') C .-sr , .. (/, l > l ~l' ~I ~t c:o I . .j ~ ~ ~ L:J , i ; ; . i i ; i ! i i i ,. i ; ~ ; ; f I f ! ~= i i J ~.f I , .1. ---- W'. , ,Iv u _ I j I I i I I , I i I ~ r- ct:: 20 c::::r: r"' ~O.. , -.~O L -!s;; _ I ~....., SCALE: 1" -40 f i ! S[CDN . :s! RE:[T l t<:\[ i ; '\.GJ: 1.1/ ,- S1- -+- ,., JCi ; ,) ; 1., I 1$ i l'IGUl ( , - - - --- Dil:I:TllIIIwm~S! 5TIU'.! rl~_~~,..'.-'-=-'~"___ _ n_____ 51111lB11 _______ ~ ;::, I I ; ! $1- _ S1__ -- - !~ I f~ " 0) C) C) rv ---.---. -- - -1 . .- - _._--. ; ~ ; ---.~ . ~ ",. LEGE 0: o S.UL LOCATION ------ 1-- 1,llC7'''' s ;"11:.:, ffi : . I i ~ ,:) i , I I I I 4 -~~. J . , . '/=40 . ;, ;. .;) , .; I . , I ; I I ;. '. f , ~ , , 00 I ;. a ,:) j ; @ i r I Cl. u I Cl::." I I ; :: 1 , ! "- 00 , '-J ~ ~ = = I t...... I -.J ..Ii. ....:.\j ..../ 1I~.S7 .' :\;' ," ..' 1 \ ...-; . < i \ .''1 ..... j v.\..........) ~' --..... ,..r;;:r::... LI ~ f .-.- II tal' I _., ~ I . o . eel r\ v ,..., . -. .... '. . ;;".<; co o ...... : aAJl! - +- - co - - (Q 0 ~ -..J 1 / CIIINI CITY OF ClEARWATER, FLORIDA .... UTILITY CONFLICTS ....... 1'1'1I:10. -- ENG'N~r=~INt: ~ ~. Q- ~o ~ o' @ 8 Q:- ~ ~ ~. -a ~ o' 0 '::"'.I....J 7.). ~ -:; 11- ($):;;' Q~ _ V' cxr ~~~~ 70V> ~ ~'C>.~~ Q: ::r: tB ":6 Go """J C' ~ ~ ?i: V' ~ ~ &:a:: ~ J"I.'r": J......CCQ dV~1::;:) !(J!s?~ ~4. ~ e l.u 4: (Jj< -...;: o .-0 o /> ~o. ~ O' @ 4J 9.. ~ ~ ;J: < ~ .... 70 nt#/-""J? b o . 10 20 SCALE ~ t . ----- -20 I "'- ",-. /_n / . UTILITY CON~I It"'TC' /__ I ,_1\' 11/1071.. I:...... ~ I ( I LfG'f'ttffl-____ ) .tOeA , . - .. -' ,.:. . II - 20 57 7B"SA.N- ~ H DIP @ 0,2 J% f ;v ~ -.J o o OC(.>- ~-.J crU o-;-.J U _ OC(N - !!?..-. '" OOWCI:J ~ -.J ct: 0 :nIJIT- Zs q rv ---v- . u ~~ o N o ~ o o c '" --":,.' ..i ".111II_ ~ !'..II[ - CITY OF CLEARWA TER. FLORIDA la-r.~ PUBLIC WORKS ADM/NlC:T~.~,___ Q8lI ...... UTILITY CON~I I....~.. I =.,.-11"'~ . 'rf J ~ . :r ',. (.. ~ -".. S~ Q- 1I~ :J :.-- C :I~ : I i '- n/\ QOI ~ ,...... C/..J ~ .I -.J ! ~ (... a: Q ~ 20 b o 20 .40 -=". . il CP r SCALE : '.~40 ;;;; COReNAe ;' NOM IR .\AI..;A TO .\AOTEl/HCTEL 08/29/15/~7~ --...--- .------ o a ~ w ~ z:.nl- O<<:OLf) 6"'~~ U>--,O'l '"Y W ~-I- "; C::: ....,.,0 ~=s-~ ;::' nPII(S! SIII[I1 CITY OF CLEARWATER. FlORIDA UTILITY CONFLICTS '-' 'lllRllloJJOal ..~~ "&1"'tJ'5;'"tr::l"TI9tl ENGINEERING 1 CORONADO [, ERIGHTVvATER l.I:I&fID.~ -- I~D_ , Ot(DlOl _ : <H(- :;J ., I . _ II _/: '::. ; 0AlICNM ! t /DUg. , Irws_ I, I I . R4D FliDWI\ CEN4E'~ 'oP~.~~... .' s ~- , '< Lu &-f Q C\J 71 ~ , /~ j- ::c ! ! i .'4~ a -:'... :z::: .... Q: c :c: "~a. 20 40 '-=40 T I , , ~ "" ...... " LEGEND: S.UL LOCATION _.:~~~ '" , GPI _C1 :::' C1l'In5 5IIUT CITY OF CLEARWATER. FlORIDA UTILITY CONFLICTS ,_ JUI_ JJ601 _ "/DUOO IINSIOII! , ' I..IO&....~ 0__ llOlCIlro _ ~C1lR _ . , ENGINEERING HAMDEN & GUlFVIEW (, '51-1[[i ,.: C I )) ,I / I I _,;;:'1.;-;~ .--;:~ ~~:::=--~::::.. 34- ,,-cLj , D",,::>.., ? ,_ "'J i ; ....... _ ~I ' ,--' ,-.' o ; q!5'r3.!!~ _ '.J '; I " !J LEGEND: _ o S.UL LOCATION 'QUI i-' ;:::' C'I'AIn! SIIlUI : CITY OF CLEARWATER, FlCRIDA I UTILITY CONFLICTS . ~/ ' :'; \~ I ; -j (5 2, _ <:fiif .c l/l ,~ : '! ~ I 1 ~ ,. =R c p ~Ol 4(; ~ f40 . ;1 j / i ! / j If ~ / Ii .. O;f . i I ~ co ~ I r @ ~ 0= 1<. Q:, " j '; ~"'. l..i.. -.J ,:) . l f;. co L ! _ "/117/" I~ i; I :,:.-.::: Daoo _ O1IClCDl _ r i SH[(l 1:;/1 c ... '''JI 2U-121) ENGINEERING CORONADO & GUlFVIEW , . I ~ TBI GROUp, INC. . '"727) 531-3505 . FAX (727) 431-1701 e) TO: ,",uu r,m\ r-,ace t:SIVd., Suite 300 Clearwater, FL 33759 Engineers -Planners TRANSMrTTAL PHS&] 5300 West Cypress Street, Suite 200 Tampa, FL 33607- I 784 DATE: April 19, 2005 FPID No.: CC3'-tS - COle 01 ATTENTION: Michael Saltzman RE: Clearwater Beach Walk SUE Submittal WE ARE SENDING YOU ! Attached via 0 1ST CLASS MAil iii OVERNIGHT OCOURIER 0 PICK-UP the following ite, o Prints o Plans o Sketches o Agreement o Shop Drawings o Samples o Letter o Report o Change Order o Specifications o Diskette o COPIES DATE DESCRIPTION Test Hole Data Sheets Field Drawin s THESE ARE TRANSMITTED as checked below:. o For approva' ~ For your use o As requested o For review and comments o For your information o Submit _ COpies for distribution o Return _ corrected prints o o No exceptions taken o Revise and resubmit o Rejected IEMARKS: ,e "- PYTO: SIGNED: C):'of~ - I ua[e; TeE Project No.: Client Proj. No.: @!', ~ork Order No.: () I ~oad Name/No.; [1~".."I\.. i })elJD/v ~ . Utility Type: Utility Material: O~-o~-~ tJ{).J J.{$ 0 0 (,() I ).IIA E- Electrical G- Gas line BT- Buried Telephone FOC.., Fiber Optic Cable w- Water SAN- Sanitary Sewer STM- Stann Sewer CATV- Cable Television FM- Force Main RW- Reclaimed Water Sl- Street light rrS- Traffic signal Fl- Fuel line UNK - Unknown Other- Test Hole Date. Test Hole No. Utility Type C'-~-n:l;'_n'i?_1 ~ ...tr . I.".~ l!-OS 67-...3" I :-"5. {l-4 !,~j , c. C' 0-5 :KbJ liNK W~ Ra,v iw SUbsurface Utility Engineering Test Hole Field Data IE TBE GROUP TeE Offic;e: 1- Steel 2- PVC (Polyvinyl. Chloride) 13- DIP (Ductile Iron Pipe) ~- VCP (Vitrified Clay Pipe) S- PE (Polyethylene Pipe) 6- AC (Transite) ,- 0 (Cast Iron) S- DBC (Direct Buried Cable) 9- ConCrete Pipe 10- Corrugated Metal Pipe 11- Duct 12- Fiberglass 13- Unknown 14- IS- . Utility Utility Station Material Size IlO.D. r- in. L.;.. mm r-'- '- Offset Measured From: 30- 31- 132- 33- ~4- 35- 36- ~7- ~8- J!:I- Edge of Pavement Baseline Right-of-Way Centerline Back of Curb Survey Hub -X- in Concrete Swing Ties Ref. POint in Driveway ft.O m.Q l R Cross Sectional View J 7' 7 .3 ..3 12" - - ~"'IN.. I.~ - \' " .-tg'1 ~? .1'":1 :;i- 3/ l.," ~" 12." " la " \'\ " ,. " " Vac Truck/Trailer No.: #' T S-~ ~ ~ ,. SUE Crew: l/.)f }/.5, I) j) CitY/St~t~: (!1(Cl/~i~ a~ 'K : F l /J , /' , /,-':j I.' L.... .4 . location: l ~ .4x.v...a., it! 'l/.c.Ji{ Units: ' English 0 Metric [ [ Identified By: 20- 21- 22- 23- 24- 25- 26- Sleeve Hub/lathe Nail/Disk- -X. in Concrete SIRe S/8w... I- Note: 22=Set Nail and Disk Stamped "TBE REF. PT.. 1-- . Note: 24=Set Iron Rod & Cap Stamped -rBE REF. PT.- Utility Direction .. W*f 5 ID'd By SUrface Pmvnt. Type Thick- ness in. 0 mm.O .3~~.oS' J.," _WH ":t ~.K.o$ ,2-2.2. _ WM ~.oS"" .:J-:lj /(w I JTBE preject No.: Client Prej. No.: Work Order No.: (toad ~No.: : d", ",{n .vii. " 1Bf ~ffice: ,....:.:;:;.:-'..Ut/lit;y;ffype. ., : Utility MatenaJ. ,~~~._.. ":;ti;,.-- ..' ....: ;":.' -stee.. .: :.;.-. . · "J~. .:. .:.~', i~-::':":C~lrwr ChlOride) ." ~I,Ptione, .' -:. ~O, DJP,;i.otle:ure'-Jron PiPe) .~. :.cabie :./ if ~J:::H~JaV:91pe). :!q.'~:;--':.:, 'i'~ ',;.,' "1"" ' 0-' , ""'lCme PIPe)" 'SeWer .' _.::' ..' r.r,' -).... <;-.:.. " .', .',!{- '" ;~llanslb! . . ~':: ~ . .:~ '. ..::.";; ~"'" .ttt~ Iran) : ;.. ~........ . .,. .... Ion. ,o,:. 1)~:COIiect Buried Cable) . :~;te aln. . . ~- ....:... , . PI . . . .~IH..._. .......... '... r -.;una:ete. PI! ' - .Redal~,Water . - 10- COrrugated Metal PIpe J~'i:.. ":'$.~t~9ht... jl- DUct .' .~.' : :~~~~'!8' . '. '. 12- R~Ia5S ffb-:- 'J:.u~JjI)~, - '. 13~. UnknOWn g~B~ ..~,qlr: : .. .:':.:';:~' !4:'~cap fip,.-.;~~. !CRY. ....:,-..,:.is;.. r ..., _ ~"ri!St!iol~.~' '~r~i, : l!61itr.. !;Utf~ItY.. -.Utility, Station r:!Io,ie ': =--.. ~_. ... .~~ ~~_'- -~~.~.-,.,; :.-. ~";' .. L": ~.~ " ~~:..'~,.:,.:" '., -; .. ~~~.'.~ : .' ~,..m'L .3 8"" .( . .. oJ''''..L ...'" Tx t:.. j :J 1 - -., vu ....UU:lturrace Utility Engineering Test Hole Field Data .. TBE GROUP Vae Truck/Trailer No.: Y755~31 00345 ()O~OI 14M 01 Location: MetTic 3~.O$"ltJ.:1C WM '8'. 9," Ill" , \ " " 27 2.58' 0 ~ :l~ A 3n " n 3.03 ' 0 i ~<t W,.. NA '/ :17 .:LI,H.' 0 1 t!U A. ~4" /' 37 ..1.50 D . r2.tJ.. 11 "'01 " - - .. -.;::'..:::.' .... ~heet;J. of;l._ Prepared BY:RS J:DOC-A\UTILGEN\NaIManual\Append;'l\l Op1 OF ormsllH NoDrnnnnwn "Or Date:1. 8/45 Checked By:MAA Date: .' -" , . .; ; " '....../1 ~ i{!J ". ~ .t.::..__ j ; , ..... I :;) ~; / ~: l .1 .'/ I :; ./ '. f; r /. I: .' , l I 'I , ;i ! Z ~ ..,.-- :; '-'J C i =: f... Q: l::) ~ ., i i , I ; / ! 20 f b. , i '0 I I 20 ....--...... '1 ; :' SCA~E : '''=40 j 7H 1t~-4 i - J.n .-.:'." . .. . -. - .:' -1-- '.oc;f-- ----........ --- RC ~:;~:.::.:.:-::::::-::::::::::-:~- ". 70' t:P7.i/ a1.6/ 2-~ .sr.a' l-S ~9.~' ;- i# J5.7' -i! 42.+' -8~ 4-9.0' --~ I,CATv, LJT ---s-- lJ =-. ~ --- J" SJ.o' ~S" . I 3~.g , :Zo.2. 51.4- ' 7~5" . lDi.7" ~/9' ID.7 ' I BO.t" , / ~ --... ~ -. ~ .'i . l."": -I"f 1"1#- ,.., Cl i.,.J '"'::'-o!o- _I n ., d- 'I Q. , o ....~-: OO~ >(/)" . w~-'C": Ol.L.'.W~ :"n.J;If Cl - ........ I' In ~~~ ~ ~ . : ." f'OOoIcr IV\~ :> ( =rn If 2-1\. _PROGRESS f /; ;/// i!fJ} 2 2IJD~"; /1 i ""',""a".. .', , , r--.. . n "":1 I QItIo ,~ -::: """".....1 CITY 0' CLEARWATER, A.OR'",,! unuTY CONA.JCTS ::-:.:"':. 'i\\"-----i PUBLIC WORKS ADMINIS'TIlATION r tOCATJOM MAp ENGINEERING CORONADO & FIRST -J~ i~- I;~ 1'J'D1JO. I..."O.~ .....- lllsoo _ ~- llC_ '- I UI : , : , f I ii~ ;,~~~ ! f :;! "~'".., I ; !i! "\, I. : ! 'r: .'~ i; ,.f,i,1 i ., i 1 Iii .! I ~,! ; ", I "I :! ; ! .-~ ; fCiJ.fg - . I ! I i ! ~ 1 i i I , . I ; I c: :; - -. , : , - \il . : ,UG I 2. '::l I <c: : .: ~ Ii! CD t! ...... . -:, \- I ' . / i i .S~3-' ,'- -,' .' ; ; ~ ....lo..!I'!-u .' -; r ':; ! ....... '-" ; I) ~ ,./. - ~~; ~- Q( ".3,.35 q ~ 1 a q <r rt 2 . ....-. ..... ...;.. @ . " , . ..., .'": ':.-:-... .' " I I , I , ....-..--- '-.----. ------i-._ -- -", j ---..,,: := .., . ~UG -:-- . ---..:......--. 7--""':" __ " -,' ...:.. ~ - ----- ~ c: '( V_,-, R41ed F14ort'\ t.cIoo J) P...., , ~ ." Z. e.... AI t. S[COND"~-' -. -.--......-- :::l . ----- - J.n .......... -.. - .... o. ........ w-.,. Pol. 'III ./0 ~~ /50' 9..5~ 'AJ..1I2 '61.5 ' i5. 0' rJ.O' ...~ )fA -1. l 'I7f' l&, 7.tj" iPS.? ' l:l ;::, ./ J '- ..1 . ..... r~' 1 I. -."1; i . II, I :; : .j ,', j. , i I , " ; If . I : j. II ~ , . I ; , ; t i-o : \/ i' , ' i ; I ! I' . , , II ; , I, ,. o! !! ; : I I! ~ or.;;: ::=: "-' ::: .... "-' :". :". :r; I-. Q; Q ~ f'---_. b ---- -... ,;.,20 4t ''-=110 . RilleJ FP.o ~ n~rM~ I -. tJF.~.~"j. lie:- f . . , .. .. -.-a. .. ~ " ! .,.. ~~_... .. -.-.,,' -~ '. '~r. '-'" .. ';--- .:......-.......c_. ,. . ~J~ ho_ I.loo b l~ r ~ It- 11 'i' ~...,.- .~ " . -- ..... i~ r.;; ;'-J';;;:; ~~.::. ~ ~::, .. 1-.... ."...r !".l:..,.._...~ . (" . I l"i r ~1. \',,) \' 4~~ ,~"" IIOJ.:lf : CITY OF CLEARWATER. RORIDA -'j;ii "- ~.." MINJST~AT 0 ... lilJl U,.l.l! ' PUBLIC WORKS AD IV" I N ENGINEERING I ''''''ICI : UTILITY CONFLICTS lOCATIOM MAP CORONADO & SECOND j"'-- ..;"tv:"'"IONl' 111l':/D. !. . !J '-,-;!JIU" '.'- --f~U . '~I:~!~I~I;"'~ . . . ,. ~;, !. --~ llIIa""_ ~(C_ c.c.crC'D _ II< 511E(T ; i,;f 6 ...----- ..-.----...-...: ~ S/ :)3 ! . !Il~ I I {; I ; I ' , ; i , i: , , I ~" I / ' 1/ " -,~ I :' I " ~~I ili! II; i ,/ ! ! i ; ! '. I:: I . , , i , I i .'/' '1 il, . . "1' I ( ! ; i : Ii! ! I .i / ! ii' . : . !! !, ,,/ . 'I I ! I. Sf : , I / ! :'-, r---lJ 0_____- :z:: .... A: Q =t ,.--' I i r ! '~ 20 I:. :0 I , 20 4. .. ----...-... ..---- ; , ! SCALE : '''-''0 75" RCp , i i ,., .~'" MA;____ "--.'-- - UG I '--, , t -.--- ----------. ---#-~_.__.- "lied FI4b- P....c:r NH. ""--.- --.._- .. -. .-1....-..--...-___ ....__ =--- \ ~--,--- ---:-. ---.. --< -.'-- - UG ----,--__ ---.... -----==:.- -_. UG 717 t/2,- 9 JO" ' --:-S.T"~ . ! ---~ R.11cd FRo..... Lo.J 0. I:) .... . ~Ie . nllJer THIRD J- o ':':-::::::-..-:-~::: -:---.... lib 71-1 'It 2-/r;" .- - -:::~:=.-: .-'--. ~ ---.:::.....:.! tJ T <: --- -- ___ lI'l -------- ,--"--."5._..o-':~~'~:'- '-.-.. -" __. - -.----........ <( - -"-..":: ~ C C C '- ~ C ci~~f? O V1 ~ ..... 0\.0 O~WCO a ""LI') <(U1I.f')~ Dew,- O c:: "'" - ~...- --".. . .. ".- - .... 0::: 0 - ~W-Cl.t\.i.:." ~.':".:-: . ccx'-.. '.--- . u<~':=-: : >< ...J ~.-i' ., OU ~-..-- - :...J Co ""i.~." {! i: -mrt,./~ <' 6 ~ Q t:=t' ~ ;\~..,. ............. ......... 1 '0 ~a <:{ ,12 '0 -{'Y' - 'cu" I =-;:'~ t'IIIotn sn;n:r...; CITY OF CLEARWATER, FLORIDA ~,~~d;:_/~ PUBLIC WORKS ADMINISTRATION . ENGINEERING 'PlUn UTILITY CONFLICTS lOCATIOM MAP CORONAnn Jl. 'r~IC"" D'CJr. ~:-'In rt~"':.: "'1Cl.~t.1 1JIIa"_ DaM:loUl _ CKCllU. _ ClC i'~ I '- S? I ~ ; :::c x I 0 "- f ~ (5 I. C iC:::~ '- ; 0 < .... '.!. 0 ....... "'::~~.q'-Q' ~. .' !. 0 '~-.c:.: .' , . ~. ~ ,. ,-..-..,.:...., , " c:( -< ' _ I' ."-~_ ~ C...... ,. ,"./" ,.... '. ~ _'1 . ~--:, u ." < E: ~ !'-Vi. , .... c:(::;: ::c ~ -JfC C t i ~l~lfRoW\ ~We't'"Mtt U~/...Q;"UU-.l .1.0. .l.U ~~ ...,4."'''''......''', I ........,,~..., ""'.a. y....'- h.' ,(J/ @' ...-.... .. . "~'-' "- I'- ...... , ~:: ~1"~...:~,:::"....:~~..,.... :i ~~. ---. --..:.-="""..~; !! ii i f ! ...-...... : ; " ~--rr-- - i ,;i ., i ! f ...j I.; - !Z i -- .--........- ~ ~ ..""... .... '....!. "'. w t:e , ~ ~ J ~ Ji( DB J VI \.... 0 1 \J :> f / ~ ..... ..... "-"".'~' ' .. ., . "'" ~ . ~..;. "".-.; .C;: /: ::::: ' . .", -"~r'....1 " ~. , TH1t2'-'5 7,;;;:7"-;C........ ,-,- ,:r.. cs< ;:: .:( . DO ......... OrIn . 0::_...... '~'-~."."'~~ "- - !""' ",_".;:a.~:w cr. ~-.;:""\.: P",/J.c ci i r . ~. :; ~. ~ ......... ;"It~_ /1/ () ~ ~ 'l;'j -: 2;.;OULlC5 ~ CE#vh:"l/I:!- :::./oR- _ , . r;p;} ] iF:~~Nl - ..... tI ... -rn C11'A1t' rii'a' CITY OF CLEARWATER. FLORIDA :&IS. _ ". _..._ -\;;;. r,_ JJoe,.!-._ PUBLIC WORKS ADMINISTRATION "~2-127.. ___. .- _. ENGINEERING r.nR(')t.JAn,"I C:T.. '71"."'\ I~, :' ---...: ': UTIliTY CONFLICTS LOCA TIOM MAP " ---J. .,..~_n'" . 1__... I I I , I . ~ f;.. ct: * -C) - .v: ~ :--- -:- ,... '- ~. :r. 0- ..... ..... l;: .-. ~. '-. ~...'... .7:__. ,'. , ,." IlJe./h oDe... ~ erw.. _ ll(SIC,,", _ trU.lrc _ llC . --- '""w \ \ :&.IIeJ fb, ~'~'h~11.'&-\), J \ ~ Dr" <<" '\ ',,, ., . - k., tJ~'~~1 -- \ CAlI .' -- -al r~ . \ \ \ \ \ \ ~ \ ~ \ \ \ I r I FE f. I I I _L IN ' "'"IL--. 'tI -= := :- I I " SAN _ - - .~ --- -~ -~ 12" S:.s!- _ _ _ _ _ . . --~ ~ ~. ~ -60- ,.::3 8:~" L... I. ~. \.c' - --:01\ ,. ." rir-:-:- I t~r.~ ". .- ./. - - 4:;~:-.- Lw~ ,.l"'Z. // ;'i~~.IJl. J ~ ""4: I ,. . .(. . . ._ rAlCo. tIl7III , r -: -.,: .... .I':" fII/le115/l?Itl3/OOD1 .JO 'c,., -t 1./ """-:';"7 ......~ \I.- '"':':.!'*' I ,.;.~ 1'- ".f"J '... I - I~. ..J " .,'" -=) .J "'.; ':''' 7{o( ..... ., ;',:' ".' .'....."'d ( I ~::- - _~L:: ...-' ,. ..s .. 7:>. $., -...... 1'~1 '7'-~ I , . I ~ 7H#.H'1... ,...., "//1/ .J~~"..l S; IN(). Tr f . P~r"""/1 COtVl... L'4~-J fble S7ERM tl OX , "'-~ 15. I 570" g9.I.' a.:2S I~./l.l 57.5~ 535' ~t_~ RCCORD D~"W'NG! W._~'-'''''''''',",f rll::l&.J I..,tV,tL. f _.t!Ytr -<: ,"\~\\ C},6.. "\ ~ ~< \.>>.) \ ~ '\ Q'"\ ,\,- V' J( .' \'\ ... ". '. /""A(2~ el7 /. .' .". ,.-. " .' " .'" .' , ~- , *', ~;~..., ........ "/ .' ./ " f' ,. ,. ~~ ",- \ ';t;: .', ..--... : . ..~.. /~ ., \, i '-. ". , ~+ \ .1.,.'-:' , 'A--' i ' : "," I ' i/: ' o , \11tJ \ '40 I ',~., i \~ /~ , ~.d'LE:' -.410 A' V ~. .'(:' <~\>-~ . .~" ,,,,,:'1./ r".... ~.. . v ,"',t. \ /' .&~ .{!./ r7 \, VI . /..y ... . / ,/7 \ ,-fl.."e ., ";''/ 'Co ;;-1'<.... , , :!: f.- a:: Q :it 20 ~ ;J s-,.,) ~. " ,-,. ~t;..:.' '\ , . " , " ~ .' "" ,. " -'" ./ , r l i i l . . . ~ . t / '" PQnr:CCQ~ SAN kfl ENlJ oF' ~uJJ:. wAlk 5'1"t)AP"\ Ra.,X 1'17' /'17" .tJ' ~'/~,: .~ / ,. '\ "' . COIf'" ! ......Cl , Il'leo.. :11\0_ UTILITY CONFLICTS i, -. LOCAT10M MAP I, ., GULFVIE'W .c:T.4 ~n7."n _ 1no_"" '. l'/rn/n. .of~.~ 0__ IltllloMO_ r..c:utc_ lie CITY OF CLEARWATER. FlORIDA : PUBLIC WORKS ADMINISTRATION ENGlNEERING --------.. I I I , I I \ L, ~(j) ::-. f;' \..t . . . , .x~t.... ) ,.\-r) ((<~\'J'" I \.. ,'. . ~{j~ Ill' \ t ~\\'7._ .. u//'1J/I~7"/OlIOfDCIOl (\ -!f) ./" --- -- -11\.'-- \CCI ..,.. \/~'- 4- '" ,..,.. ..~/ - --l ~ 'W 'KG . 77111 8_0.c.. . I :}lJ J) , ~ '" - -:=.1" :A1 PUBUC rOTlnCJlllON NTDl I I I I 1- I I - ... I ": --=.,-lJ-fI " o' ~ W ... MI I:\UIID I1liG. 1llaO'I:IM III3DIr IGIIIS K - NIl lUlU rn/7l/lA/l2JM!tm.'- .:1' ,e;, ~ \..1;r 1 , E _0 P. L; JJ.. 'Pola: / lSlJ' S7.() 0:/ / 4D I I I I I I I I 'I I 1 ,~I t " J~ If'" SCALE: ,-- RD' 6"vJ \:: ~ ~." ~ . I . "\' ~ 'IlIS~e.Yil. IlK-NIIIDto ClIlI' .lMll _ IlClItL G7/:t/II/=afOl:JJ/OJ3j , , '. 'I',...;..~ ... : I.*~.'.. --:-"'\.V:: ~rtJ 'Ii ^- . 1 I ~. or.." " tJl C{;/ I rt' I ~-I I I I I I. -I_/_ I I I . ~\"ll "- ,," -" tf.- .a .J to "'.J'. f', "\ I"" . .~~ '. -lD ~ ..5 CUIMI II. lID. . 'lll1II'OIla IIGDIlr IICIIns K. ~ ... 5lIIl1 D7ml'5~'- '" f ~ : litRE. ;II'~ i'li 91~s- " , -- EXISTING UTILITY PLANS (TEMPORARY) GULFVIEW BLVD. - I .13__ \ -r.~ ~ ./ I 41 ~MlI ~ 1. Jo6IO SrftJlOS 'f PaST COJJO PlZZ.l rnm/l!//~/rl7tIJ / / / I . :s.._.~.. . .- rlN1U.AS COUNT' "lnl~ Teet!na ',e1ueftey R.,ulre.a~t. '....p.n. b,I I''-"Bll''. County ue,."CllIOIIL ot PubUc Wo,ka &114 1/tLHtI.. Approve" 'II 'Inell.. CoYftty Doer4 of ~tr C..-I..lo.8ra on December 2Q, 1'8) ,.; . nr.v 'H1.T lu'lS 1!!! ~ 8ACKFl~~Ovta 'pl.eLiftES* o Flelt1 !k",lty "itllJn road '. rl.flt-of-wlY . --' ~ .~ HoC.tura Oe..lty ('rGcto~) '1Nf:f.UI COUftTY tilt/IKON TESTIHG FREQUt"CY ReQUllUlMENtll S r ReI FIe ~ T I 0 " B "r"'ST HI 1l1HUH TaT ID!nTlflCATlON9 R&QY1ap.HEHTS . UIlNTO T-.191 T- UI 100X of MStlTO T-99 '~J 12/10/81 . tAlCATtONS f\&COMlfUlOEIJ tlUtINa.. FClEQUedCY (Alia ..e Pl.. , flootaGtea) 1 tut per Z' vertical (compDcted) In . It.llere" l"lttcCA pe~ 300 If or pert ther.~f of uAI~tarruptod run of plpe be.lnnlPI .t 2' over top of pipe for ptpe t838 th~" 11~ dl...cerl at cop of p.pe for pt~e 12~ dl~at.r to 24" ., ".&lINlCU"l .e eprl., Un. of pipe for pll'e vltla d.....eter ' ar..ur chaa 2"'. o --------~..-------------------------------------------------------------------------------------------------------------------------------~-------------_._--- Oq, po, un.fo'~ ..tc~~.I. 'Ield UO.llt, for Ac~... StruCCl/l"cre "ath'n 'a~ht-ot-"4y "oletu~. Denllty (Pcocta,) AUNTO 1'-')1 MIIlTO 1'-191 T-238 IOO~ tit AA5RTO 1':''1') I teet per 2' ..rtle.l (ca.,.ctld) 1. . .tft~Be'e4 patt.co be.tnnl~1 wltbJn J' of tba Btruetura baa1nR1A& ~t 2'. DYO' top of ,till foc 1'1,. Ieee tun- 11" lIl.IIlU..'; ~t tap of pI P" for pipe 11" dt..at., to 14- df~ater: ac s,rina tloe or pipe fnr ,Ipe wIth dl~..t.r leeter th~. Z~". ---------~"------------------------._~----------------~..------------.--------------------------.----------.--------------------------------------------.--.- . One per .QtfQ~ aRtertal. 6 Pl.1d Denett, outeld. of rood wlchtn 'l,he-or-vay AASato "'-99 Al\SUTO T-UI T-2.3a lOOI of MSUfO T-99 I teec per z' vactlea! (~~rect..).le . Bf..ser.d ~ttetn per unlnterrupt.e4 rua of pip' wtt" a "lIlel''''' of /tOO If or part tlNeoor p.r t,sc "81nnlns at 2.' oller \1", of pll'. fot pip. leu thllll U" die.at"'l It cop of pitllll far pi.pa 12" dla..te, to 24" dt...ter: at .prlne tine of pipe f~r p1rn "U.II d~et.l' grater cMn 2~". o --~-------_._---------------------------------------------------------------------------------------------~------------------------------------~----------- 0", par 'I1lJfOM ..ate del. Hui~~u~. ncn8Jty ('roeto~) Pl,l. Den.ity outll.. of rond TI.~t-Dr-way MSflTO ~9' MsntO 1'-191 T-HI 1001 fJf MSHro T-99 I teet pe~ Z' yertlcal 1n II naBSlrod raUllrn per )Of' If or pi,..,; ona te.t IIlln'llltllll ,,1thl. the e.l.nent land ~ot bAc:kll for fdtur. atruelure. (~d'OS. etc.) _.'--r_..... .....,. ___ ......-.a.._ .~kc\u4ftl.U"d.rdr.," pip.. _ ~.~_,......-..... _ ___-=vt........--."....... __..........-...-n~._~_... .,........~"'~_-..a.............._.._ _.... .....,..II"'lIli!lI.'tf......r;r.." ....~.. ~."'C:~ I J1Jllf . ( Ol1'JA) PBgfl 1 rat 5 ."-. -. . .~. S PRe I r 1 C ^ t TKST rDRWTIF[CATIONS I 0'.5 lflNLHUlt TEST IlEQIIIIWQ!NJ& tJlCAT(QNS IIltCOHHENO&O NlHIHUM FIUlql/EH<:Y nllF tNt nollS 'rEST llYN. JlACk F11.L OVJtI TRIiJ(CIfP.$ tlcll.C"r11 IIl!n~ Ily (Itrocloe) A.\li"'I'O T-9' One per u.lro~...t8rIDl. . . ..~..... . ......;", It. ~ ... ~. ... 'Allr.....#. ....... .._........ ..ca-.....,...... .,....1IJ.:.____-...........~._......_ -~---......_~...~...__.._..1r.. 1I0.\DIIAY ElIlINilI:HENT (;,) Plelet lIen.ll)' MSU'CO T-1fl T-1J8 \00% of MBlrro T-J9 1 t..st ""ec1 Jot) If or PB rt chereof v'IIl ftO fillet' thllll :I per street. 1 te.t pet' 2' Y.~LL~el In ..al~Clercd patteTn, .'Dr.t,n'e Uenett)' (Praclor) #.AllAN T-99 1 Jlec IInH"CIra "Itecht or per ...11 tY'le per roadwlIY. ! =-r=- $ ~ ~,.,..... . ra.c.................. ____ --- -- - ---..........._......::ac'l.----..__.. Il __-.:&0-_.____..,. ____~r_,.._.:c.=Ql_'W~...2:Z.>';I_==.I~.....~_...., :HARU.Ur..U SUllCdlAllE ~ P I.oeld" aeA rlng lIa lue rOOT Per 1'1Inll Centerline: Ofte test eyery JOO If or part thereof I" ate8&ersd p.tte~n end .t ~ll c~na.' I" .011 ct8GRlftc.,lnn. No l.ae then 1 p.r aU..et. C.,~blln., one per )00 1 r (',;Jell .lde of coed. eft .pplleable. o -.. .. -.. .-- ..... - .. - ---.--------- -- ----------.... ---- ---.-- -----.- ---- -----.. -- ----. --------- --- ---- --....- ----..-------------- ----- - ----- -- ---.. --- --.. ------ --- 1.'....lCnck ""Arl"lI fteth (" trecnltte) 'I)OT Per Plena Centerline: 400' Lnterva). Of ,"Ct t~reof on'nlternnC. tI4.. of cent..lIne and ot .Ll chans.. 'n loti cl...lfJe<<tLou. He le.e than 1 per let..t. CyrbllaQ: .C~ ~OO If .oGh'std. of road, .. ~,pllcoble. one . --- ----.. ----------- ..--- ------- ----------- -------------- --------------------------=---------------------------...------...---------... Tll'('.IcAeu 1'0t" PhM (1/2 ~ ello~.le t1ndertole..ance) ]00' antervals Dt" part thereot Oil "ltermull side of CflQtet"Une. liD le.. chan I pe.. atreet. ----- - - --------- ------ -... -.. -------------- -------- .:--.._----_.._-------_...-----------_-:.._----_.._---_..~-------_. -------;-- -.'. .-- - - -.---- -- --------- . rillld O..lJIlty AASt('CO 1'-180 '-191 T-2)1I 911 ~f MSllro T-180 load..a, J "altern. MJR1.~. ana per .l....t. C....bUnGI ane teRt ellery, I t.et evor)' )00 If 01" "act Iheraof J" a Ilt.l&lerud '00 1 f .1....& "Rc:h or..s.. ot. '0,..1. HolKtllry lJe/lSltl' (PeIK.".) AMlllTO T-l81] Oaa per unlfure Qate..tRI; f...~....~_...-z,...,"'=S.~&..._.........a~_.__..._........_.. _________--==-m ~~.:se,.... ....--.~....--=____=_......'Dm.~............~_ ."_'11;> \#__._....e1l. ( --1 !J~~<<nCK ~~~ ~URSE .. "11 cI lI...lllll t ~ MSlITO T-191 T-l '1 T-238 9ax of AASIlTO T-180 I test every 100 1(' Ill". l,"n thereof ,ec U rt. Sbull nnt "'" uk. It 1111111 loeathtn n8 tlllh fur lItAbll h.ed 1I1l1111rnda d.."lt,. H"nl"".. ,>11<1 pc!r ..treat. -- --.. -------.. -- -----.--- --..-------....--....--..------------- ---- --- ---- -------------- ..------------ -.....-.. - .....---------..-- .... --..--- --- ---..---- . --_.~... ---- ...- 37 .\lU tm',,,,,, '''Sft ~ of ~ t&I Q o .c. . n&PI 1/1T1OHS ~ - . S PEe ( , 1 CAT ( 0 R 9 ~ST HINItiUM TEST lOP.NTIIIC4TIOHS REQUIREMENTS A !!!!.:,; LlttSnOCK lAse COtlltll& (nntillod) Per teet leb. Thlekne.. (See Speelll Cnndltlons No. 2) reI' 'h"e (1/2 .. allowalll. underloleUllee) .-. LOCATIClJUI AIlCOlOClltmll!O MINIMUM FREQueNCY 1 t..e: every 100 lr or ,art tf1cUctf 111 ee..,er.." I'lIttftrll. } teltl .animo. per street. -----_______w___________________________________________________________________________________________________________________________~------------~------- .....-:-a.a.. Koht..... Denally (Pt'octar) QOA.LlTV A} o"..o1..Uoo III Catll....te. C) 1.1'11&'" LI.., t D) PI.ltloltr lftd.~ .-. --- .-- MSlITO 1-180 AA.'ltIW r-21 , DOT AASlJ'ro f-H9 AASRTU 7-90 D..l,n sou. (ZIEHT MH/catzHT-tlBATBD LIflIRO<* IASI Per 11borltory (po..tlan. CelII.t A..oc. ow FOOT) - - 'or ..~ch _Ifor. t..ted.l. -~_.~~,~~_.~~.=--=. SocUctn 915 Bectlon 9n DOT "-val Hlft1wym % Carbonatee K81l.1111u. Jj Ron-pl.s tIc - Applicable ^""~O . PCA S C..48 rds I each per uolCor. ..te~l.J. (ya!.ed If c~rtjr.cat{on pcov'... (~~ tes~l~& 18bo~.tory.) - ~......~ ----4.'=11"'_ _ --=".......-,.......--- -----------------------.---------~---------.----------________-----------------------------------------------_.____0.__----_-------..-------____.___.______~___ P., e.ch untfo~ ~t.r1.1. Floe'I.. Count, to rcco'.. copy 01 ...ten ,rlor to c~ltruc"on of b~... o r.Le1d T.lt.ln8 rtel. D8ftstty M9NTO T~191 T-238 9~Z of MIUTO I-In 1 pet ]00 If or pert ther.or. "Inl~ d~n per 8tr~ot. ------- --------... - -- ..--- -.....- --....- ---- ---.-- ----- - ---.... ---..-----.. ...------ ------ .-------....------ --- ------------- ------ --- - --- - ---------.--.. -..---- -.. I per lIIIlfor'lll ...terlll c::;;;;jjijI COIlPl'lU'V8 Gtnn&ch I'roc: ter AASMTO T-.\34 filA --- -----.. ~_... -. - -..... ---------.-- --- .. - ------- --------------------~------_.- -. ...--------------....-- -- -:.-- -----.-..---- ----~-- -----... -..--- - ..- -- ---- 1 ..t of J c01apr...he alrenatb pills pel. '00 I( er ....rt thereof. ~ .... ---------.. ------~- ----- ------...-. --~------ -----...------------- -------....-.. -----..----- ----..------------- ----.-- ---.. .... - -------- -- -_.. ---..----... Thlcknes. ne'ermlABllon (eo.paclI4)(S.. 8Pa~i.1 Condition. No.2) 48Tlf D-1633 Curre~t fDOT Scctlo~' 300 ps. mlnS..- 7 d~J Per Phns. (1/2 ~ .llavabl. Ilndere:oI8....allce) r' d\owobl. overtoleranee) fA8e ] of S On. every ]00 If or pert lberaot. Th1c~Ae,. d.tBr.lnGl~Oq ce'lulte4 prtor to pavlns at ..'lAUy t.st Locst lO"lI. r~lck"e8. ..t.~lft.t(on .Ade no earlier t~'n 'cd d4Y arto' b..e c:o".tructlon to AUDio' the Itllae to "set up". , 3 7l3W -- -------- ----------- ------------------------------..- --..------.....-------------------- ---------------.. ---.--..-...------------.------ --.--. --- 1SI Q Q C1I e' ,'. . :j,;..;a,n. .- e e-. '. D&flN ITIOHll !!J!! 8 P & elF I CAt Ion s TIIST ftllUtMt TEST IDENTIFICAtIONS BEqUlReHENTS LOC4T(OlIS ReCOllHEIlDIlQ HINlllUH FR8C1UIlIfCT !!!:. 801(, CEHBtlT B4sl/ce.oIJrT-TllKATID LlHaOCtt BASK (oCJnUnuld) [!J CeOSftt application rIte Blanket ..thod Gr areo "...url.at lun1tet .et"o4 - I per lanke r. Are. method - I per lAnk.r. --- --- ..............,...._...=-....... -..... ~ Comptleltye Streo&th ASTfC CoJI I\8TK C-:l' 'el" ,I_e. lOCIO pd .Inl_ at 28 del'l . 1 Set of , c11Lndere p~ 1000 If ~( curb per ~ .td. o( roed. 1 ..t of 1 cylhden per 1000 If of at....faJk p'lf ellcll ..... of 1"0lHI. C,Un".r. to bo _lI. enll -teeted by Independ- lUll t.etJnl laborlltodas or ane dally. ------------------------------------------------------------------------------------------------------------------------------------------------------------- SlulIIp AAJlIlTO T-1] '1"-119 . Par .peca I per Ht of cyl1...scl'e IN:IW 4 ASPHALfIC co.CRETI -- -- --:-- ---- . ............ ~ - I. _.,......-.~~~ "arallaU '1e14 CUrr.t 'heU.. Count)' per l'tftGlhl Ca. Ipee I per d.)' or 1 POl' :100 tGM 41f ..phnlUc; .._cut... St..blUty Specif1catlane per l'hc1he Co. .pee: G~.4.tloa per PI..lle. Co. .pee Vol". In .de. -.a. (X) p.r '1..11.. Co. .pee Yolde IUledl A.C. (X>> per ....U.. CO. .ple Taeal air yot" (I) plr rJaell.. Co. .pee eff.~tJy. Ale cont. p.r ptnell.. Co. e,ac ---------------------------------------------------------------------------------------------------------------------------------~--------------------.~---- Fl.ld Al~ T"p.r.t.r. ~Irrent PJnaJlel County Above 40'1. and rtalal at tl.a oC placenanL. SpecUlcaUon. - - ---...------------...-..--.....---------------..--------------------- ----------~-_..._------------------..._------ -------- ---- ---.---...----------- na'd A.phalt relllp,retur. Carrent 'Inell.. County Currlflt l'1n.n.. C_.ty I!Ich flftb tluck. Ip.elfte.cion. Speclflcatlona ----------------------------------------------------------------------------~------------------------------~--------------------------~.--------..~--.----- - "Iel" n.nett, A~ 1-1188 ar ASTH 2922 . Curr.at Pinalt.. County SfIee&Uc8UOlNl 1 tllut (Hn' )00 If par Icreed Wl,deli per apr.He4 nsphAh. L;"l ------------------~._----------------------------------------------------------------------------------------------------------------------------------------- Thlckne.. (dur1na pavln.) l'U lab Ourreut rlnell.. ~Jnt1 SPlIctftcIlUO... At tit. U... of pl.e'". ..e~..... 0,':1 tletckl\eJls cJeCeclII'qlltlo,,1O pel' "t4th nf .cree4 per 100 If. ..erfor....l" In""r to conpaeclna In at'lIated pattern. -----------------------------------------------------------------------------.__.---------------------~------------------------------------~---._---~._-.-.~-- )7)JIl (I'll ~''^) rCle ~ CJC 5 ~ o Q a ...'.. a~.:.:..~ ,me '" ... . IlEPlHIT10H8 ~ ~ ASPHALTIC C6NCR~TI (~o"tlau~) s P & ~ J PIC A T J 0 . S Tes,. HINlKU" un IDENTlflCATLONS &EqUIKlKi"ts LOCATIO"' RIlOOltHlltlOlt1) HIWIHOH 'IP.QUIRCY 111 Thlc:tlle&:' .. (After pev~d)<S..e Specl~l cn.41rlon No.2) I Core burlAP rer plaa. en' ..pee. Klnl.u. 1 per block or ...ry 390 If on .tll888r.' partero. A.phalt (ore. oaly, If .... cor.. p~lor to 1.,lna "p'Altlc COftcnta ..'''(n8 c.ov~... ------...-.------------------.--- -----..- - -~.... -...,.,---.....--...---.......,........... *. re~utr.d other thletaea. not recorde~ durlnl constructIon \ se~Cl~L CONDITIONS I. HIli...... T..Un. l'a:.'1uency aC'I,tf.r_antu ^. r..e I~onttf'~.tlon. refer to l.taet ..ltl.. of each 1..lvldU.1 spec1flcatloR. 1oIBr~c.. .rB to be per telt t'enttflcatlaaB. D. leI... to lyplcBI plena for a"ltions! 'eta. C. 8tBlle,e' p.ttern I. de'J... a., (J) (1) Tr.a.veree, 8lthl. iour feet. .or or I... (4't> fro. curb, c..terllae ot ,e.e_at, Clente,U.. of ,.,.Une, or dee of pa.e..at . LoaIU...lnd. "ltlllll Uft} r..t, lIor. or I... (JO':t) .r ch. .padRI denuced III reco_... 11I11\1.. h'''''l\CI, Clol\11111~ a. attoca..oI "'etch. l. Cnmblaa4 chlckn... of ba.. Bad RaphelL ehall equal or e.c.e4 comblned tetel thIck"..... ahowa .. pl.a. ftnl ..phalt thlcknee8 8h811 Rot be IC&5 tban mlnl~ _bown GO plBno. 313111 (OIS',,) ..... ~ of S l&1 o o ... . /:.. . '.-----. ... ..... . ..- "OTES: . J:"1lTfsetli Ir. to be rail..t to . C;lIryl Gt perpendtcullr to . hngeAt. 2. When pipeline trench 11 bqc;n4 Ia.de of curll USI c..ttrlfne,tat1ontftll ',nd offset dfstl"Cd, l.ft or rf,'t'o' cent.r'tn.. 3. All tlSt \ocliConl Ire to bl bls,"on cent.r'1n. Itlt1a.'n9 Mlth ofhets.left or "'ght. . . 4. !tofer to test .ftnUlons, foJ' .n of tll, sfiobol 'den&U't.tlonl. ~+~ ~ o o \R i I I ! i D,epartment of Environmental Prote'ction ~ ~ ~-------~ Jeb Bush Governor Southwest District 13051 North Telecom Parkway Temple Terrace, FL 33637-0926 SUBMERGED~~6~AL RESOURCES ENVIRONMENTAL RESOURCE STANDARD GENERAL PERMIT Colleen M. Castille Secretary PERMITTEFJAUTHORIZED ENTITY: City of Oearwater clo Mr. Michael D. Quillen, P.E. P.O. Box 4748 Clearwater, FL 33758 Permit Number: 52-0244761-002 Date of Issue: SEP 2 7 3)(1 Expiration Date of Construction Phase: SEP '2 7 2011' County: Pinellas . Project: Surface water Management for City of Clearwater Beachwalk Project Phases n & m This permit is issued under the authority of Part IV of Chapter 373, F.S., 400-4, ~d Title 62, Florida Administrative Code (F.A.C.). The activity is not exempt from the requirement to' obtain an environmental resource permit. Pursuant to Operating Agreements executed between the Department and the water management districts, as referenced in Chapter 62-113, F.A.C., the Department is responsible for reviewing and taking final agency action on this activity. This permit also constitutes ~ertification compliance with water quality standards under Section 404 of the Clean Water Act, 33 U.S.C. 1344. As staff to the Board of Trustees, the Department has reviewed the activity described below, and has determined thce activitY is not on state-owned submerged lands. Therefore, your project is exempt from the further requirements of Chapter 253, Florida Statutes. A copy of this authorization also has been sent to the U.S. Army Corps of Engineers (USACOE) . for review. The USACOE may require a separate permit. Failure to obtain this authorization prior to construction could subject you to enforcement action by.that agency. You are hereby advised that authorizations also may be required by other federal, state, apd local entities. This authorization does not relieve you from the requirements to obtain all other required permits and authorizations. . The above named. permittee is h~reby authorized to construct the work shown on the application and approved drawing(s), plans, and other documents attached hereto or on file with the Department and made a part hereof. This permit is subject to the limits, conditions, and locations of work showJ['~;; the attached drawings, and is also subject to the attached General Conditions and Specific Conditions, which are a binding part of this permit. You are advised to read and understand these drawings and conditions prior to commencing the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings. If you are utilizing a contractor, "More Protection, Less Process" Printed on recycled poper. . '. . the contractor also should read and understand these drawing~ and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grounds for revocation of the pemiit and appropriate enforcement action. ' Operation of the facility is not authorized except when determined to be in conformance with. all applicable rules and with'the general and specific conditions of this permit/certification/authorization, as specifically described below. ACTIVITY DESCRIPTION: The 43.92 acre project consists of a surface water manageme~t system (SWMS) for a 22.03 acre public right-of-way redevelopment consisting of the conStruction of several new roadways, milling and resurfacing of existing roadways, and construction of a promenade, walkways, biking paths, and pedestrian areas, with more green space in the post development condition then in the pre-development condition and includes eliminating much of the surface parking places. The overall effect of this improvement will be to reduce pollutant loading into the Gulf of Mexico and Clearwater Harbor, both Outstanding Florida Waters (equivalent closed parking will be provided within the private development which will reduce a pollutant source from approximately 4.9 acres to 1.73 acres). Improvements are slated for South Gulfview Boulevard (SOB) from station 99 + 50 to station 114 + 14.70, including rniJUng of SOB from station 99 + 50 to station 111 + 20, approximately, and include converting SGB into a frontage road from station 114 + 14.70 to station 135 + 80 (approximately), and henceforth this frontage road shall be designated as Old South Gulfview Boulevard Or OSGB, construction of New SGB from station 1111 + 20 (approximately) to station 1137 + 92.15 (approximately) milling of FIfth Street from station 510 + 50 to station 513 + 35 (approximately) removing from service 1'hirQ. and First Streets between Coronado Drive and SOB, construction of a new Second Street between Coronado Drive and SGB, Bayway Boulevard improvements from station 558 + 82.95 to its intersection with SOB, and removal of parking lots along SOB from station 112 + 20 to station 117 + 40, and from station 117 '+ SO to station 130 + 40. The appro~tely 21.89 acres of new private developments are not auth~ by this permit. In.the pre-development (existing) condition, five drainage basins, labeled A thru E comprised the project area as well as the proposed private developments (not authorized by this permit), but were afforded only minimal water quality pre-treatment or control through an obsolete stonn sewer system. Basins A through D are located in the interior of the barrier island and currently discharge through outfall pipes with standard headwaIls at six locaqons into the Clearwater Harbor Outstanding Florida Water (OFW) on the east side of the island. ,All of Basin E in the existing condition currently sheet flows into the Gulf of Mexico, but under the re-development project a portion of runoff will be diverted away from the Gulf as described at length below. The greater portion of Basin E (5.46 out of 7.048 acres) shall be merged into post-development basins B & C. The proposed SWMS consists of retrofitting with 2 ft, deep sumps existing inlets bordering SGB, new storm pipe, six (6) new or modified outfall pipes into the Clearwater Harbor fitted with tideflex' manatee exclusion valves, two (2) new nutrient separating baffle boxes (NSBB) with hydrocarbon absorbent booms, an off-site treatment pond, and all related appurtenances. The two NSBB units together shall provide some degree of runoff pre-treatment' (assumed 30% pollutant reduction) frg,m., approximately 9.77 acres of on-site contributing area. One NSBB shall be located downstream of storm". structure B-13parallel to Fifth Street, just east of the Promenade along the alignment of OSGB. This NSBB will process the runoff for pre-treatment from 3.36 acres of Basin B. which includes one-half of City of Clearwater Beachwalk Phases II & ill . . 8. 9. 10. 11. . mechanism suitable for regulating upstream stages. Stages may be subject to operation schedules satisfactory to the Department. The perlnittee shall complete construction of all aspects of the surface water managemen"t system. including wetland compensation (grading mulching, planting), water quality treatmen"t features, and discharge control facilities prior to beneficial occupancy or use of the developmen"t being served by this system. The following shall be properly abandoned and/or removed in accordance with th~ applicable regulations: a. Any existing "w~11s in the path of construction shall be properly plugged and abandoned by a licensed well contractor. b. Any existing septic tanks on site shall be abandoned at the beginning of construction. c. Any existing. fuel storage tanks and fuel pumps shall be removed at the beginning 01' construction. All smface water management systems shall be operated to conserve water in order to maintain environmental quality and resource protection; to increase the efficiency of transport, application and use; to decrease waste; to minimi7.e unnatural runoff from tJte property and to minimi7,e dewatering of offsite property. At least 48 hours prior to commencement of activity authorized by this permit, the permittee . shall submit to the Depautment a written notification of commencement using an ''Environmental Resource Pennit ConstrUCtion Commencement" notice (Form No. 62-343.900(3), F.A.C.) indicating the actual start date and the expected compl~tion date. 12. Each phase or independent portion o( the perlnitted system must be completed in accordance with the perlnitted plans and permit conditions prior to the occupation of the site Or operation of site infrastructure located within the area served by that portion or phase of the system. Each phase or independent portion of the system must be completed" in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of that phase or portion of the system to a local government or other responsible entity. 13. Within 30 days after completion of construction of the permitted activity, the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as authOrized by law, utilizing the required- ''Environmental Resource Permit As-Built Certification by a Registered Professional" (Form No. 62-343.900(5), F.A.C.), and "Reque~ for Transfer of Environmental Resource Permit Construction Phase to Operation Phase" (Form 62-343-900(7). F.A.C.). Additionally, if deviation from the approved drawings is discovered during the certification process a copy of the approved permit drawings must accompany the certification with deviations noted. 14. . This permit is valid only for the" specific processes. operations and designs indicated on the approved drawings or exhibits submitted'in support of the permit application. Any substantial deviation from the approved drawings, exhibits, specifications or permit conditions, including construction within the total land area but outside the approved project area(s). may constitute grounds for revocation or enforcement action by the Department, unless a modification has been applied for and approved. Examples of substantial deviations include excavation of pond"..." ditches or sump areas deeper than shown on the approved plans. City of Clearwater Beachwalk Phases II & ill FDEP Permit #52-0244761-002 Puc5 of 17 . . . 15. The operation phase of this permit shall not become effective until the permittee has complied with the requirements of the conditions herein, the Department' determines the system to be in compliance with the permitted plans, and the entity approved by the Department accepts responsibility for operation and maintenance of the system. The permihnay not be transferred. to the operation and maintenance entity approved by the Department until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the Department, the permittee shall request transfer of the permit to the responsible operation Uld maintenance entity approved by the Department,' if different from the permittee. Until a transfer is approved by the Department Pll;I'Suant to Section 62-343.11O(l)(d), F.A.C., the permittee shall be liable for compliance with the terms of the permit. 16. Should any other regulatory agency require changes to the permitted system, the DepartJnent shall be notified of the changes prim: to implementation so that a determination can be made . whether a permit modification is required. 17. This permit does not eliminate the necessity to obtain any required federal, state, local and . special district authorizations including a determination of the proposed activities' compliance with the applicable comprehensive plan prior to the start of any activity approved by this permit. 18. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, 91' convey any rights or privileges other than those specified in the permit and Chapter 4OD-4 or Chapter 4OD-40, F.A.C. 19. The permittee is hereby advised that Section 253.77, F.S., states that a perso~ may not commence any excavation, construction, other activity involving the use of sovereign or ~er lands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required lease, license, easement, or other fonn of consent authorizing the proposed use. Therefore, the pennittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on sovereignty lands or ~ther state- owned lands. 20. The permittee shall hold and save the Department harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of. the permitted system. . 21. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under section 373.421(2), F.S., provides otherwise. 22. The permittee shall notify the Department in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of the permitted system or the real propez:ty at which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of section 62-343.130, F.A.C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. -7.'''<0 City of Clearwater Beachwalk Phases n & ill FDEP Permit #52-0244761-002 1)""ft'A ~ _-& , -T . . . 6. The structure/work authorized by this permit shall not be placed/conducted on any property, other than that owne4 by the ~ermittee, wi~out the pnor written approval of that property owner. 7. The permittee is responsible for .retaining a professional engineer registered in the State of Florida to. certify that the construction of the project is in complian~e with the approved permit plans. 8. The peimittee shall notify the Department in writing within 14 days of any change in agents designated in the approved permit application. 9. Subsequent to the selection of the contractor to perform the authorized activity and prior to the initiation of work authorized by this permit, the permittee, (or authorized agent) and. the contractor, shall attend a pre-cons~on conference with a representative of th~ Department's Submerged Lands and Environmental Resources staff. The permittee shall notify the Department in writing subsequent to contractor selection to request scheduling of the subject conference. 10. Progress reports for the project shall be submitted to the Department beginning January 1, 2007 and shall continue to be submitted biannually until aU permitted construction of the project is . completed. The cover page shall indicate the permit number, project name and the permittee name. Progress reports must be submitted to the Department even if there is no ongoing construction. Reports shall include the cmrent project status and the construction scl1edule for the following six months. The report shall include the following information: a. Date permitted activity was begun; if work bas not begun on-site, please indicate. b. Brief description and extent of the work (construction, management, maintenance) completed since the previous report or since the permit was issued. Show on copies of the permit drawings those areas where work bas been completed. c. Brief description and extent of the work (construction, management, maintenance) anticipated in the next six months. Indicate on copies of the permit drawings those areas where it is anticipated that work will be done. . d. This report shall include on the first page, just below the title, the certification of the. following statenient by the individual. who supervised preparation of the report: "This report represents a true and accurate description of the activities conducted during the six month period covered by this report. n 11. Drawings, record drawings, land surveys, and as-built surveys required herein shall be certified by a Professional Engineer or Registered Land Surveyor, as appropriate, registered in the State of Florida. - 12. The permittee shall submit two copies of signed, dated and sealed as-built drawings to the Department for review and approval within 30 days of completion of construction. The as-built drawings shall be based on the Department permitted. construction drawings, .which should b.; < revised to reflect changes made during construction. Both the original design. and constructed elevation must be clearly shown. The plans must be clearly labeled as "as-built" or "record" City of Clearwater Beachwalk Phases II & ill FDEP Permit #52.0244761.002 'Do,.... g _~ 1"7 . . . William C. Kasak, P.E. #29513 September 20, 2006 Plan View/Cross-Section Demolition Plans Index Sheet Gulfview Boulevard Drainage Proposed Plan STA 1111 + 00 - STA 1117 + 50 Drainage Proposed Plan STA 1123 + 00 - STA 1129 + 00 STA 1129 + 00 - STA 1137 + 92.15 Fifth Street Drainage Proposed Plan & Profile STA 510 + 00 - STA 516 + 10.00 Beach WalkDesigil Storm Details Beach Walk Design Details Beach Walk Design Storm Details Hamden Dr. Drainage Proposed Plan STA 810 + 00 - STA 815 + 00 Beach Walt Design Storm Details Baffle Box Beach Walt Design Storm Details Baffle Box . SheetlPae:e NnmhP-f DP-O ST-3 - ST-7 ST- 9, 11 ST-I6 SD-I SD-4 SD-5 SD-7 SD-8 SD-9 From the engineered, signed and sealed 11" x 1 T'drawings: Michael D. Quillen, P.E. #33721 September 19, 2006 Plan View/Cross-Section _ Spencer Avenue Pond Topographical SurveY Site Plan Spencer Avenue Pond Topographical Survey Sections and Drainage Calculations Spencer Avenue Pond Topographical Survey Details - SheetJPage Number 2 3 4 13. Best management practices for erosion control shall be implemented prior: to construction commencement and shall mamtained at all times during construction to prevent siltation and turbid discharges in excess of the ambient turbidity levels of the surrounding Outstanding Florida Waters. Methods shall include, but are not limited to the use of staked hay bales, staked filter cloth, sodding, seeding, staged construction and the installation of turbidity screens around the immediate project site. Erosion control methods shall be implemented as depicted in Sheet DP- O~ ''Beach Walk Design Demolition Plans Index Sheet" and Sheets DD-I, 2, "Demolition Plan Details" all dated September 20, 2006, of the attachments. . The permittee shall be responsible for ensuring erosion control devices/procedures are inspected and maintained daily during all phases of construction authorized by this permit until areas disturbed during construction are sufficiently stabilized to prevent erosion, siltation, and turbid discharges. The following measures shall be taken immP.diately by the permittee when turbidity levels within waters of the State surrounding the project site, exceed the ambient water quality levels of the Outstanding Florida Waters: a. Immediately cease work contributing to the water quality violation. -~~:;~. City of Clearwater Beachwalk Phases II & ill FDEP Permit #52-0244761-002 Page 10 of 17 .' . . b. All permanent exterior lighting shall be installed and maintained in perpetuity as depicted on approved lighting schematic and cut sheets dated Dec~ 23, 2005. Approved lights are one hundred and seventy-seven (177) 100-watt high pressure sodium (BPS) fixtureS with 90 cut-~ff fixtures and flat lens. These fixtures shall be mounted on poles along the roadway. with the lens botto1llat 17.712-feet above ground, tilted 15 de~ upward and oriented eastward (away from the beach). A total of one hundred and thirty eight (138) 3.2-foot tall bollard fixtures with 50- watt BPS lamps and 180 beachside shields shall be installed along the walk path and orierieed eastward (away frOm the beach). c. No additional exterior lighting is authorized; existing lights and poles on the roadway, on the beach, and in the parking lots shall be removed during project construction. d. If any of the lights become visible from the beach or disorient nesting or hatchling sea turtles at any time. they must be modified such that they are no longer visible from the beach. e: No construction fences shall be erected within marine turtle nesting habitat. f. The permittee shall mange for a site inspection by department and FWC staff within 30 days of completion of exterior light installation. Please ensure that a copy of the approved lighting plan is kept on-site during project construction' , g. This recommendation fC?r approval applieS only, to the exterior lights that appear on the above referenced lighting' plan. If any additional lights are planned for this project. a permit modification must be applied for along with an additional lighting review by the FWCC, Bureau of Imperiled Species Management (BISM). Please contact Mr. Dean Gallagher at (850) 9224330 if you have any questions or require additional information. 19. Manatee Protection ConditioDS a. At least one person shall be designated as a manatee 'observer when in-water work is being. performed. That person shall have experience in manatee observation, be approved by FWC two weeks before the beginning of construction. and be equipped with polarized sunglasses to aid in ob~rvatioi1. The manatee observer must be on site during all in-water construction activities and will advise personnel to cease operation upon sighting a manatee within 50 feet of any in-water construction activity. Movement of a work barge. other associated vessels. or any in-water work shall not be performed after sunset. when the possibility of spotting manatees is negligible. ' b. Grating shall normally be installed to restrict manatee access to pipes and/or culverts to reduce the risk of entrapment of and drowning of manatees. Submerged or partially submerged pipes and/or culverts larger than 8 inches in diameter and less than eight feet in diameter and accessible to manatees during any tidal phase shall have a grating with bars no more than eight inches apart constructed across the mouth of the pipes or culverts. However. since tide flex valving has been approved by the' BISM as an appropriate substitute for grates at outfall location Nos. 1 - 6. as referenced in Exhibit "r' attached hereto. and incorporated herein, for purposes of manatee protection for this project. it is not a requirement of this permit to install manatee protection grates. City of Clearwater Beachwalk Phases II & ill FDEP Permit #52-0244761-002 Paae 12 of 17 .. . . construction, roadway re-sulfacing and roadway geometric modifications. and in a manner. which does not cause water quality violations. pursuant to Rule 62-302. Florida Administrative Code (p. A. C.). 23. The applicant shall provide reasonable assurance that the proposed construction or alteration of the system. wiU not cause sedimentation in the OFW aiuJ that filtration of all runoffwiU occur prior to discharge into the OFlv. Reasonable assurance is presumed if in addition to implementation of the requirements in BOR section 2.8.2. the requirements in BOR section 2.&.3 are also implemented. A copy of the NPDBS SWPPP and a signed and. sealed na,rrati",e addressing how the permittee intends on complying with the requirements of BOR section 2.g.3 shall be furnished to the Department for approval prior to the beginning of construction. Inlets and Manholes as referenced in Sheets SD-l, SD-5, as well as called out ori the plan sheets attached hereto and incorporated herein shall be fitted with 2 ft. deep sumps and operated and maintained in accordance with Exhibit "0" Operation and Maintenance Statements. attached hereto, and incorporated herein. 24. 25. If a tideflex valve "equivalent" is to be substituted for the approved tideflex valves at outfall locations 1 through 6, as referenced in Exhibit "f' attached hereto, and incorporated herein. then prior BISM approval shall be required in writing. 26. Dewatering during construction activities that requires surface water discharges is not authorized under this permit. 27. The authorized stormwater management system shall be completed, and Department-approved signed and sealed as-builts approved and the entire system transferred to operation prior to ()! simultaneously with associated upland development. Occupation of the site shall be ill accordance with General Condition 13. 28. If during the progress of this project prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements. dugout canoes. or any other ppysical remains that could be associated with Native American cultures are encountered at any time' .within the project site area, work shall cease in the immediate vicinity of such discoveries. The permittee, or other designee. shall contact the ll10rida Department of State, Division of Historical Resources, Review and Compliance Section at 8.501245-6333, or 8001847-7278, as well at the Department at 8131744-6100. Project activities shall not resume without verbal and/o:r written authorization from the Division of Historical Resources. In the event that any unmarked human remains are encountered anywhere on the subject property, all. work shall stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. The permittee. or other designee, should contact the authority cited in this Section. Thereafter, project activities should not resume without verbal and/or written authorization from the designated official. 29. The issuance of this Environmental Resource Permit does not constitute the review or approval of a NPDES Storm water permit or Pollution Prevention Plan. Construction activities that'.' disturb more than one (1) acres of land are required to obtain a NPDES permit. Permittee is City of Clearwater BeacbwaIk Phases II &ffi ' FDEP Permit #52-0244761-002 The name, address, and telephone number of the, petitioner; the nUDe, address, and telephone n\llllber of the petitioner's representative, if any, which shall be the address :for service, purposes during the 'course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; A statement of when and how the petitioner received notice of the agency decision; A statement of all disputed issues of material fact. If there are none, the petition must so indicate; A concise statement of the ultimate facts alleged, including the specific facts that' tile petitioner contends wmant reversal or modification of the agency's proposed action; A statement of the specific rules or statutes that the petitioner contends require revers at or modification of the agency's proposed action; and A statement of the relief sought by the petitioner. stating precisely the action that the petitioner wishes the a~cy to take with respect to the agency's proposed action. A petition that does not dispute the ulateriaI facts on which the Department's action is based shall state that, no such facts are in dispute and otherwise shall contain the same information as set forth above. as required by rule '28-106.301. Under sections 12O.569(2Xc) and (d) of the Florida Statutes, a petition for adminiAtrative hearing must l?e dismissed by the agency if the petition does not substantialIy comply with the above , requirements or is untimely filed. In addition to petitioning for an administrative hearing. any person who has previously filed a petition for an administrative bearing may pursue mediation. If a written mediation agreement with all p~es to the proceeding (i.e.. the applicant, the Department, and any per~on who has filed a timely and sufficient Petition for a hearing) is filed with the Department within 10 days after the deanliue for filing a . petition for an adminiAtrative hearing, the time limitations imposed by sections 120.569 and 120.57 shall be tolled to allow mediation to proceed. The agreement must contain an the information required by rule 28-106.404. The agreement must be received by the clerk in the Office, of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee. Florida 3'2399-3000. before the deadline noted above. Pursuing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. Unless otherwise agreed by the parties. the mP.lljation must be concluded within sixty days of the execution of the agreement If mediation results in. settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. As noted above, persons seeking to protect their substantial interests that would be affected by such a, final decision modified through mediation must file their petitions within 21 days of receipt or publication of this notice as provided above, or they shall be dee~ to have waived their right to a proceeding tinder sections 120.569 and 120.57. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative ~ proCesses under sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the w,.nlines that then will apply for challenging the agency action and electing remedies under those two statutes. This permit constitutes an order of the Department. Subject to the provisions of paragraph 12O.68(7)(a) of the Florida Statutes, which may require a remand for an administrative hearing, the applicant has the right to seelc judicial review of the order under section 120.68 of the' Florida Statutes, by the filing of a notice of appeal under rule 9.110 of the Florida Rules of Appellate Procedure with the Oerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee. Florida, 32399-3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be fil~t, . within 30 days from the date when the order is filed with the Oerk of the Department. The applicant, oT: ~ any party within the meaning of section 373.1 14(1)(a) or 373.4275 of the Florida S,tatutes, may also seek appellate review of the order before the Land and Water Adjudicatory Commission under section . , (b) (c) (d) (e) (f) (g) ) City of Clearwater Beachwalk Phases n & ill FDEP Permit ##52-0244761-002 . ..... . SECTION A FOR AGENCY USE ONLY OEP/WMD Application # Date Application Received Fee Received $ Fee Recei t # PART 1: . .' . Aze any oflbe activities described in this application proposed to occur iri. oD, or over wetlands or other surface waters? o yes 181 no Is this application being filed by or on behalf of a government entity or drainage district? l8Jyes Ono PART 2: A. Type ofEnviromnental Resource Permit Requested (cbec:k at least one). See Attachment 2 for thresholds and descriptions. . o Noticed General - include information requested in Section B. o Standard General (Single Family Dwelling) - include information requested in Sections C andO. 181 standard General (all other Standard General projects) - include information requested in Sections C and E. o Individual (Single Family Dwelling) - include information requested in Sections C and O. o Individual (all other Individual projects) - include information requested in Sections C and &. . o Conceptual- include information requested in Sections C and E. o Mitigation Bank Permit (construction) - include information requested in Sections C and F. (If the proposed mitigation bank involves the construc:tion of a surface water management S)'Stem requiring another permit defined above, cheCk the appropriate box and submit lhe infonnatio~ requested by.the applicable section.) . .' . ',. ' 0, ' ,'Mitigation B~ (cc;)Qceptual~,': incl~~ ~on requeste~ in SectiOQs:.c. and F. B. Type of activity for which you are applying (check at least one) o o 181 o Construction or operation of a new system, otha- than, a solid waste facility, including , dredging or fining in, on or over wetlands and othec surfqce waters. Constnlction, expansion or modification of a solid waste facility. Alteration or operation of an existing system which was not previously permitted by a WMD or OEP. Modification of a system previously permitted by a WMD or DEP. Provide previous permit numbers: o Alteration of a S)'Stem 0 o Abandonment of a system 0 o Removal of a system Extension of permit duration Construction of additional phases of ~ ' system C. Are'y,?~ requesting authorization to use Sov~ign Sub~erged Lands? DYes ~o' '.' ',' ,'.," .. .' . (See.Section craDd Attachment S for blore information before Wwering'this question.) '. For activities in, OD,or over wetlands or other surface waters, check type of federal dredge and fill permit requested: []Individual ONationwide D. DProgrammatic General l8JNot Applicable OGen APPROVED STATE OF nORJOA E. Are you claiming ~ qualify for an exemption? []yes I8Ino If yes, provide rule numbec if known. ~f:P , 7 - ...<C..~ DEPARTMENT OF ENVIRONMENTAL PROTECTION PART 4: (Please provide metric equivalent for federally funded projects): A. Name of Project. Including phase if applicable: Beachwalk B. Is .this application for part of a mu/tl-phase project? ~ Ves 0 No RS~ , , , l !' t Total applicant-owned area coJ11:iguous to the project? ~ ae.; All right-of-way on the beach island Total area served by the system: 43.92 ac.; ha. Impervious area for whIch a permit is sought: 10.79 ac.; Basins B. C, 0, & E - Hardscape, buildings and vehicular use areas. Volume of water that the system is capable of Impounding: 1::llA-ac. ft.; c. O. E. F. G. ha. ha. m3 What is the total area of work in, on, or over weUands or other surface waters? N/A ac.; N/A ha.; sq. ft.; sq. m. Total volume of material to be dredged: N/A y~; . m3 Number of new boat slips proposed: N/A. wet slips; N/A dry slips H. I. PART 5: Project location (use additional sheets if needed): ~ Ql( County(i~l Pinellas Jf ~ Section(s) 7 & 8 Township 2~ . Section(s) . Township Section(s) Township Land Grant name, if applicable: N/A Range IS E Range Range Tax P~l Identification Number: Publiclv Owned Land - No Tax J.D. Number . , Stre~..~.d~s Road or other location :Gulfview Blvd. from Coronado to South of Fi fth Street.. City~.~i~;t~de. if applicable: Clearwater Beach. Florida 33759 ~~~-i.:".":' . PAR:r:~;\Peacn'be in general terms the proposed project, system, or activity. . . . .~.f~~-:t',.'.". . . . R.~J.~~~t:~t.~isting street and parking lot with a relocated street to make room for a ~ew promenade servicing the ~:!i!~.UPlanq into modern morts, including the mhaping of impacted sand dunes. . . 'r.;;ll!-....o... .''- APPROVED STATE OF FLORIDA SEP 2 7 2UG6 -_......~--;:.~.. DEPARTMENT OF E_NVIRONMENTAL PROlEC:.1J.0!'1 . PART 8: . A. . By signing this application form, I am applying, or I .am applying on bebalf of the applicant, for the permit acd any proprietaIy authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the info~tion contained in this application and represent that such information is true, complete and accurtte. I understand this is an application and not a permit, and that work prior to appro~1 is a violation. . I understand that this application and any permit issued or proprietary authorization issued pursuant thereto~ . does not relive me of any obligation for obtaining any other required federal, state, water management district or local . permit prior to commenceinent.QfconstrUCtion. .I agree; or I agree o.n be:Jlalioftbe.applicant, fo oj,erate.and ipaintain the perMitted system unleSs the petmillng'agency authorizes transfer oftbe'pemiit to'a responsible operation entity:'1" . . : understand that knowingly making ariy false statement'or representation in this application is -a violation'of Section 373.430, F.S. and 18 tJ.S.C. Section 1001. . .. Michael D. Ouillen. P.E. TypedlPrinted N~~li~t (If no Agent.J.s used) or Agent (If one is so authorized below) ~- Llr- ?/-'?-{)J Signature of Apptrcantl Agent . Date City Enmneer . . (Corporate Title if applicable) AN AGENT MAY SIGN ABOVE ONLY IF THE APPUCANT COMPLETES THE FOLLOWING:,. B. I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and tl) tUinish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform any requirements whicb may be necessary to procure the permit or authoriiation indicated above. I understand that knowingly making any faIae statement or representation in this application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. ' . ...... .' '.'" '.' ....:.....,. .. N" ", '., . - ..... .'. ',' '" '. :. .' "...,. .:.' '. .':. . . . . ., . . . . ..' . . '.' TypedIPrlnted Name of Applicarit : . '" Signature'of ApplicaIit -;' '.N/A . . Date N/A (Corporate Title if applicable) Please note: The aoolleant'. orilrlnal IIlloature (oot. coov) Is reaulred above. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: C. I eitber own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter tbe property as many times as may be necessary to make such review and inspection. Further, I agree to pro~de entry to th~ ~roject site f~r such . ts. or ~~lr ~oni~r ~~ workif.a pe~t is granted ..': '.:' .1(1.. . ." ?r:-!(-<Jr..' Signature of Applicant Date . City Enmeer (Corporate Title if applicable) APPROVED STATE OF FLORIDA . ( r: "I ',-.J 7 'L../iv~.', ~ ~r ~ -~~":i DEPARTMENT OF r:N.,'D RO Nt A E I":! ffih. P..'30..! ~.r.T'0~.' . II ~..,,- .- ", I -. . i 'I '. '-' . . i _ . , . . . '. "'PE~iWc8R'DA s,.AT ,', - l~. .. 102 It, '-: ,~, ...n' -,.- . -.;1,/ a I ...,.... :t~..- ~r:., n- ',' -"I -J "" '-,:', J" .' ,- I ..~_I '-t- ~ - l' -" ,j. Petersburg , SE1' '2',7' 20Ub --'+'":.~ Figure C-l , ) ~ II ,'. Fort Lo n@ hI" 2 0 ;:= () lO lL.1JJ 0 O~ ~ ~O zO: "- Wll. -J "J ~~ Q ~I.I.J L.w I.I.J~ Ci) 02 0 :> ~ - q A 110.4 ., 110.4 I No.4 . No.4 C 4 , No. [ No.4 ~ .!. , ~ Oir ~9 alL. o:lL. ll.O ~~ ~ Cf.) -- ---,...- -1 r-l . I ~-!-L It. 8IU. Of RElHFllROHG STEEl lIO, IECIlI IDCIIt UlCAlDI -- I, I 4- OIl ... .. .. .. ... ... ,..... AN... ~-D" I) 4 4 ,) . . ~-r I SIr I - . . G.lI.CIIII I I ,.... A ..r roo... ... I ,I 1- BOOING DIAGRAM ~ .... ., .5EC1ION B8 PlAN c...,. iii " '-" -....-.......... . .ESllUAlED. QUAHnllES .' . l1IJo . uti~. . w.\ "'-0" ~~_, lIIl' I lIS QIP II.t lII5 .- "'" 1 '-If' It. ... . ') I I I I I. / . - r . 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" ~ '~ ~'-?~~::. -.= - -=. ~ - ~ ;-~~ ;ii"A III tiJ l/~_.~~ _--- 'r__~1--- ~ I) ~ -., "'~I'!L_-"""-,r, _ ~ " 11 'i i ~ WDO~ IofbMBIA SU~DlVlSIO . * .'DO_ l., r/J. I~ '/I 'J..-' 1'-' NO~'-' ~tI i;,a I' r)jl rr.JHd..,,~~ ',' o/Ik. I....... ,. j :'..:c,=~-=--=- '~ 1 V.'~ .. ~ i~ : 0 _~ _ . " iF:E> I.. ~Il ,Cl j If j cI :cI I<E!: !~ I~i cI @t> ~8 I I~ ~ r-- -- t- - '- - '- - Od_ _ :::.~ -..~ ~ r;.:" ~= .. -,._- - --- I', -J. ~=\ I : : :' i l:' . : ~ l(! .. t ~ ':1 ; : ID+aa 1.+00 lJ+GO A ~-.- ......:... -', ',"1 i I NNha~ ~ ~.....;.u sr_ .' Ill... orr_.... _ sr... -JZ.llII. ..IlU lllP a. . 1.7. IIW. a.,oS. . -US 2&.... IIICP (....", IIW. 111... . -I~ 3.. _ (A-IJ) ~~34._ C311A1MU: Ir_ .' .... alY___ IrA. .--. AllltJ lllP a.. . lL73 - a.. So . -U7 14"_ (....121 - a.. So . -1..J7 14""" (......, <E3>~ 2&- - ---- Ir... 1:1+1&.11II. AllltJ III' a.. . ~ ..... a.. So . -1.511 2&. _ ("-131 o Q.JL.J J. ~ 'Sl::.~ .~ F'-'-- I-r- ~b~ ~- ~ .",t-"r / l.,\'" (J ~ 1J1J. ,V l .. \ J'I 1-t \r ," .% PLAN~ ::J 01 57.00 III . 62.00 61,00 60.00 59.00 __. 58.00 57.00 MATCH EXIST aev " . . Z ~ 0( ~~ C t.C cO: C) 00 ~ I-a: w9 ffio. >u. ,.... ~-J Ou. 1-t5 lfo N a:Z Q.w ~~ <I- 3 T' SECTION A-A AlA TCH EXIST aN !Ill.2 ~ECTION. 8-8 _ 1..10' _laI '..1' V.llcal ~~j .(..' -- SaIc 1..10' _,.. '..1' VwtIcaI SECTION C-C Scale: ...'D' Marl....'.. '."1' Vertical . CIr'1 or CI&\IIlM_ PL/IIIII' . PlIBI.I: lIO,=,~TIO/l ,.. .. ....... .... .. _ . cw.r..tu, n ... DRAINAGE CALCULATIONS " ... .... 21236 FTs .... 0. 11I., 0., I 11. " 0.1 lJoI' G., El.EV 5/1.2 SPENaR A VENUE POND TOPOCRAPHICAl SUllVEY sr;CTIONs " DRAINAGE CALCULA T!ONS -Z1ZlllGaw co.. ;'11, ,:,:f/t;i: l~~q, - .!::I:- .. ". ... ------ - I ~ I I I I . ! --- SUN,RE:E: ,eCHNOL-OG/ES MODEL- j'.Ji I FlOW, lREATMENT, &: BYPASS SPECIFICATIONS FOR THE BIOMASS SEPARATING BASKET UN r"."EE' T'eCH .C....c:,..,WAL.J< "HAStr "_III...'''' P.1'90..JECT CONTRACTOR TO PROVIDE usr 230AA RINGS AND COVERS 1.lnflow P/pe Anoo 2. ap"" Orifice Anro In Biomo~~ Seporatlng Bosket 3. Trealable now Area WIth No Blockage 4. Treatable now Area WIth SOli: Blackage _ 5. Treatable Flow Areo with 75lr B10dcage ._ 6.Minlmum Bypo.. AlIfIl/obl. (Wfth BtaIe.t 100 fr Full) BASKET S7llRAGC - 58 CV. FT. (2. I ro5.) SEDIMENT S7llRAGC Lower Front Chomber Lilwer Middle Chamber _ Lower Rear Chamber 7. 10 san: PA TENTED -~-- J4.5 SO.FT. J4. 5 SQ.n. 17.2 SO.FT. 8.6 SO.FT. 1.1 SO.FT. E -~"'DI'IIIA"lI ftIMMIL, .... 18 . ........ II aw ... WCA.... 111M 111I -~.._-.. ....., AWAMU: .. M.I. em-. __r__ ....... ........._ ... "'Ma. SCREENED BOTTOMS HINGED 12 CU. FT. 66 CU. FT. 66 CU. FT. 1DTAL 204 CV. FT. --.. .. ......... ......... lit .111~ k........ (7.5 roS.) GRADE ELV. INFlOW INVERT 3.58 l . -l:v~. ~lJ~~~J2l =1.sz /!-~OLE SIZE I '.1li RCP pl4 . ~I # # nP 1# 151 FA"'" \IIEW NOTES: _w:w ATlC WA 1ER LEVEl I. CONCRETE 21 DAY COUPRESSlIIE SlRENGlH leaS,GOO PSI. 2. REINFORCING: ASTlI A-liS, GRADE 10. J. SUPPORts AN H20 LOADINa AS INDICATED BY AASHTO. .. JOINT SEALANT: BUT'll.. RUBBER 5S-S-00210 . S. AU. WALlS, TOP + BOT1llII ARE 6" THICK. R1ClHTEIlDW:W .. CQlIIJlfAcn:w rD SlR'Ftr UlS __04$_ PEAK TREA TMENT DESIGN FLOW 24 (t.3/sec. ......._r_~ IV ArIEASr__AC. "1V1llt --~AltlICUs~a'_1ll -IN"'_ONA~RD. IIA~ OF I UNEAR FrET Ff1I __ IIIIGIIGH-. PEAK DESIGN how 46 ft. :J / s S'T"FltI..lCT'URE .z opr .2 _CHlIlOUI ....... ...._ BID SET -.... 6 .. \ -t",.....t'-/I lJ I I L \' 1'1 :::r ~~~fj ~ ~ D 1~ \ ! \ ... b ,., \ \ Ii) ~ ~ -4 \ .... r-- o _ \ __I \ ... \ -'" ~ Vl \ _!rT..: I~~ ::r- -- -" ~'lJ1 "~~41 <FrS" ~: . FR:':;: "'i~ r- ~ ~ ~ k" Lo;: 3:- ~r-':b a -1"'1 \ :t- I - ': L \ .\ ~ ... +,. ~ ~ \ 1'9 u.. V .o-rt V - 1- v -::.:l\\LL :L" .... v .\!....'- \ .l _ - - - - /1 1_ ~ u... \~ ~. ~ r: i('C-22 ;)/, ~ .- '/ ~ R I _ .-J, '-^ 'I ~ '"'" . -/... .R"C"" r - . >='" . ........ ....~ L.----~ =.. '~n.I" ..,... ~ ~ _~ - ^ ~ -..- W" \... '-41 -F'E"t' 0 - - - ltr """'l. ^ -==--. . ~ - Lf 15" Ref - Sf _ .' ..). 30 5. _ -"'-. - n-~ ,OJ"]/\--V ~ ;='42" RCP 0 0.05% .............~ \. ]f\ -+-- .-J- ~~--'-nfB .. 0.23~-"- \'V \ _ 7. - \ \ -v ~ ....l:.L --.- I'..J. v \ -- f;::: I \~ ;:- v (" C-2L, ~ i \() - \>- ~ 0.23" ~ ... r- j: I r I I f I t I *_n:_ 1-. . ! - J ...r SEE NSBB DETAIL SHEET 50-7 LOCATION SITE PLAN OR NSBBI2 - u , .... I A CITY or CW1llIA'rIR. PUBUC IORIlll ADIIIN . ._~~ 1 It; u.uJ to 00 o ..,;" ~ Zo. r- ~i N ~~ O-uJ fu~ 00 en \ $ ~ ~ L1! 1 .. , ,. u __ l . . . \ " "-/1/ \ \ U1 \ \ I \..... DU /11'"( I I "'-I-.. ( 8,9 :J....____ I~.D I :! -'I .. I I I I---. ST , II -4 ,01 ... I I I " ) X > :P 0 0.06" ~ ~ -=-L _ II). Le~ n 'fr ::~'~ ~ ~e ~ w T' .Il!! '" ~ V V ___ "..... fT1 '\ TE NO. ~~~-, ~\ -4 h....~~ 5T-3- I \ ~1I .~~ 'JL./ jM RCP C o~ ~ I ....4' ff'UT ( ONFt.ICT :: NO 1.I I" AI h SEE NOTE NO. 2 - . "t-.\\ ~ SHE T 5T-3 f-3 ~'3' It - ~\!II :i~ ~~~~. DIP 0 0.18 ~ ~~~ ~~ OVER 8- SAN ~~ - ,p ~ c: , t \ \::;,.;;u~ FUTURE lO( Al10N ,to\ Ie: 5 8C1l Of N580., \~ ~ ~ >;. ~ ~ ll~~ t ls ~ ~~ \ \ I \ \, \ ~ i \ \- I I 1ft \ r f'"" <t. o ofi. LUg >u. <{tu. 0.0 o.LU 4:~ ~ , - ." ~.t' '" \I ~- -J N -J ~ j SEE NSBB DETAIL SHEET 50-7 LOCATION SITE PLAN OR NSBB'l HI PMI;:--;"i 1--.... ~~ SET I~~~. 1-- 1--_ HAMDEN DR. DRANAGE nI'I~~_.....a I 1 I I 1III:lIID*_ -- {fir_: ~ .. Oil! ~I ~ i! d dJ lUll f !II',! sf. "f' ~ ::.. " IICIIlIII 1'tPE c --.-... ,....-..."" .. ,... - "". rur (FOOT /NOEll NO. 232) . ItS NG ID SIUIS fill ClIlaEIE FNHI NG III MJEIlNA1MlI II 'II ~ IS" PROOUCT NUMBERS mSolC ~-::':""-I~==-~r. .. I. ... '5" WobI_ - ~ (,. to 111'1 ... .....- _, (Iou. _ 41.... ::: ....., (hID ..,~ 10.... N)S = == (N.T.s.) lRC ,...... IIIWlI DUo. .... .rl:lnl. CAS!' _ !:RAE (DOT INDEX NO. 232) A L 5ECDlIl M 'RJI SlAIIS (DOT INOEll NO. 215) lIP .... '.101.... log (4 _I IUN ([[[lI:[[IT:([CD to [[ []" [[[[1[[[[0] ':t [[II [[[[m ~ [[II [[ [[a:[[[E[[1I0] .. Dr..,..... ........ _~..._.. ~~ Ad........ tuIll ... ~~r~_ ui~~~ ~ 11.j1 ; I~ _ EIIlII l!lJt I .. ~I '... -~. er :JJ-! '*IW 6H.~_66~ !oo a.... A !oo DoloI . !:: EIllIt IMlE 1lETM. (DOT INDEX NO. 215) BID SET ... ~=.~.--- - I I I ! !I lie oJ . ... ~B _ 0 iii !~ "'IB~ r =J - I I,.. I. J -L III I~ !2 !:I im c t .. ~ ;! c: ~ ~ I~ 0 I ~ r- iii; ~ . , II Ua. ;-~ i VI . rn I -f I I-t;: A ilt:- ~- JII :LII -t~.- II .' I~ I .).>J. .1--__ r ~.. l~i SJ,\ ..U,L_,.. -- i ~ .....uL ___ '8 __ut.... _. -:; La_, f ""uL V '\ ., . . i .. - Ii: i "l ;, i ;.. --- I ! . ) . .c.. J" ,II - I T I:~I II \ ~ II I f' i I IIi 'I , ' #"' II I , .....s tv ~:;~.~ , " . . i: '~ , " !,'lr1 I J:J ~r:. -.':.. , ---- L I , ' ~- ~---=: .~. -,,--~ it L~' i9"" .~---..::.:=:::, = .. 810 I . 'r' II :1 ~__ ~~ DRIVE ....".i! = I ....- ...., ~ .. - - - -t/Khtfl. ~ =~r) :... ----.: T" r- - _ '] l >>In ~ i!~ =i: I~ 'r ""i'I APPROVED STATE OF FLORIDA SEP 2 7 20lJ6 l DEPARTMENT OF ENVIRONMF..NTAL PROTECI'r'!1'1 -';;;",~ c:( 10 0 ~.:J ofi. ~ ~~ r-- gu. . C"I 0.0 ~~ 0- W c:!. en ~ I I ::"..::t~-I I = :::... I \0 I PIIClT TlPI ;Jj 1Uf. __ r -. -_III ~ 11'A. "___ IUI. 'laP II.. . ... '" .. . ... 1lY."I..L.,r"~ -.-_1"_ (J'1 ~ ~ ~ t SEE SHEET ST-10tm PROFILE IIIEW (J'1 l.,J - 1"- ...- .. .", C ~. t.:, u.:l u.. 1-1 00\ I-ct: Zo... UJ " e-I \i~I~ ~l.LI 0.0:;: UJ= 00 Q;. ,.' ; ,., ,f;, I u.: c:B:> I'IIlI1'TlPI;Jj 1Uf. ... ~ _ " _11II.110 11'''' _ ....T. _.... _L.A." . tIP L - ... ....LI..U7........~ -.__r... <:::E) IlllIT TlPI ;Jj -. ... r -. --III 11'...~...._.... 1llPL_.... tIP .. - au INY. II. I. - UT..... (D-J! flY, .. a - 1.07 ... ..... (0-0' -.-_r... ~ .. .. i . YUMC I'C'AU III nn l' ...._ If A. 334+ ~.. = ==:cr- \ ~ " . ,. ~wu/llnn \ \ \ \ SEE SHEET UT- --- -..-- - I <:Ei) - I. WIO"", -... lII"U _ 1lI'C 401 MIT._, _ a. ~lf~:_ __II. "',If!IOf - - - (lIlr J" II) or..... _ 1D __..... _ "4.--' IU\.' "'(=-:.~uwr J. ....,..........._ ~::: ~ ... IL a - -I.JI.. 114 ~ .. ~ UlIIIY - ~ filii ":"" -- _ IL .. _ ... I" 114 "'1) -....I - L" - -.. 114 .....-.:i'" - _. __' __, _ IlV, IL .. _ ... tr 114 (I-tJ) 1oW_""'~"4I' ~ -_...--- - r::'''-- ~ '" -1WI.1Ur,-":'-' ....~... ~--1- --... lIPL_", -....I ....~lT.I\., J I/P'B.-&aa ~ -1lI'C4oI1Uf._r_ ~:::= n =::~:':':::::a :X~~Iuwr "\ WILl.. -........ 1Ill1L...-I........ . _a..&. -, - IIII\~ ....- IlV. IL .. U7 tr.... II' a. . &110 -->>Mn""-, -'~~'" 1L...a.nlrlM.o.-lII T....- - I l-1lII. D. ~ __ -.-'r';;:" . ., . .... B. r. . -1.44 WlI4~ I ..., ' ..... -IIIJfoJ1.D1l...... ~---.CIIlrJ"lI)N ER ....IL.. --....WlI4 I~ \ OJ ~lIP a.. &J2 -tl. _a,....", \ ~-~ ~ I .... . ~=:t:.t :. ~"71 II" 1M. (11-0) - = :: a ~~ .. .... ~;l: , ,-....I \ ....A.... ............11 IllLa...--IA"WIlA.t:::l, ~ d.u ' - - r W' , ..J..-""I. F'OR u'RDrY DETAIL: SEE SHEET RP-3- OADWAY 0Et SEE SHEET DP-3 F.OR 0 1I01i! Dl:.lr'L . ."t,;SEE SH ST'" F'OR PR ~EW em or CUAnA'II:II, PUlRIDA PUBLIC 10_ ADIIDfI9'nl4T1DN IOO~... ~.n_ IlCOOOIlll4_ d-. 1'-- . . aa.c, _ " -...J .... I I \ - SET NO.3 -.- Sf-: =::= ... ---..-.... - . f , I . .' ,1--. .,-- "".1.11 SAtI. lI9UaD WIN .. .. UN. _at 100 fib J4".u- ~ _... IE... ~::f~..~ S1IIIU !!nn "AMInI ~ MTAIL IIIlllS to AI ..... .. .. ..,.... .. ... .... ........ - an''' ClENllIl1lll, lUll _ 1-'14"'1 t7 ~ ~ - - IIMI' PUll .... .... .. ..,.. - BaVA_ ~.~. .... - . -..... 2lIIII.U lc... '. Ii ~-'--;..,,;l " "'~I , I II I IID1ESI ~":"''''''~. ~ . FClfI..., IDCIIUI.I: ... .........,. t..=.- NO, 2IIll8 _ ... "--t:---- 1.____ -.. RlQf IIDD _ -. 'd. laX -.... .......... IlIA.. ~ USE RIOT... NO, 2IIll AI _... --- -_TUZ... r...... _ .. 2lII au ... ..... ..... --..... _ .. 2lII II. ,.s smRU !IlnI:D UANNrII r mWII IIIlllS 10 :-.:. '-: 'r'..: :- ~ .. r..... L:,-,::::" -= = .... ... _ .. J. '....... ..... ..... ,.... .... .. .... .......-:-. - an'" -lilt, lUll _-0, ~-- IIN. L .... rIDE: MANHCU B011QIs SHAU. HA\'E A BOmIN SLAB AT ~ BElOW 1HE LOItST PIPE ItMRT AT S1RUC1UREs 8-ta AND C-1t . -, -- .lINrnION CONFl JeT Rnlf (8-20) (AIOT - NCl. _ _) 1I.T.s. IECOllll. OIAWHlOS EXHIIT "L- 2...2 - a -- - CITY or. C~IrATf;Ro' .R.OrmM PUBUC lfORkS ADIIIHISTRATlON . . ENClNEERUlc . IDa S. Mmlo A_ CIe'"",ler, n :13758 . . ~ -.....,;,~IINC _1tClL( r==zor . rmr~: L-.....:. ..r---l 6 .!!!1 IlIDD .... 2D3 H. T.! -PlNi' . INDEX .... _ H. ,t :" ~... ; I ,'-101' ~~~f -~ _ No. _ N.U - ; : =.. -=.. n:.~"" """ STtRM SAFR RING .A! CO\IFR nETAIL .I . CINIl IDCIIT:: .11.... "OF WAIOI ---..\ .. ... -- .... ...2.......... -...- DI RCP .. ... -. - --- -.."" ',.' .,.....1. --_/ -.."" ~ ~\ CJ IIUC1II '" lIHlN.m ACP coNNrC1lON ~f\ . .', ..v. " sG.c:r. . aIY '" o.LAIItM IHDDI ~, 1IfIJ""', U1UIY -==,1'IIll NlEX .... 11M ILT.S CXlNllIlDI ~.....- ... U1IITY ClllNSRICIIlII INIlEll .... TIM N. ,.S SOlMCE: aTY " Q.EAft.A_ NIEX I .. .., BEAGl WALK oEsoI STORM OfT AlS -:.- .....s. ..... "".L - ........ --. --, === - --.-.....- . r SILT ~(fRCJ AT LIMITS OF WORK I I . NOT PART OF THIS PlAN SET PHASE I CORONADO DRI~ L1Mrrs OF CONS1'RUCTtON PHASE II NORTH GULfVJEW BlW . ~ PHASE III ~ SOUTH GULfVJEWBlW I I . PHASE IV FINAL. ClEANUP - IlllAWlNGS ........c -~., - --.---.- _011 . BEACH. .-- .-. Cln'IJF~1EJI ~ I. _1RAC1lIllD CIllIROINAIt 1M[ lIOIlIYM.AIIUIe1lllN Of' AU UlIUllES _1H lItE Nm:1EII1USINtss _5 2. NO UNPl.AHIlED IN1ERIlIIP1Ial Of' Nf'r UlIUTY IIlNC[ 10 1M[ ElIIS11NC _EIS 10 B[ _ 1 IoU. SURw;'f DATA WAS mTAlNEII _ lD 1M[ ZOO. HURRICANE 5EASk .. IoU. EIIIS_ STlIIlII __ __ LIlTS Of' DEIICIU1IoN TO B[ _ BY ~ AN) lII5POIBl Of' PIll CONlIlACr DOaIIIEHT UNlESS CIlltEIlWliE HCIlEII. 5. _1ONf'r_1II~ ClIN1IIAC1lIR IS lD _It 1M[ REllClllAI. ANII/lIIl FIW. IIlSPCI5I1IllN Of' IoU. ROADWAY -- AND P_ _ _ 1M[ CITY Of' lUMWA1ER. ., IoU. IIMIOlD /lOr lIUlINS1RUC1EIl III RDIIMIl' lItAU. IE MIlUGHT 10 fINI5HED GlWlE _ PAID FDIl AS AlWS1EII Il-.E. 7, AU. UGIlT PlUS AN) PDIU PlUS TO II _ TO f1IISHED GIWI[ IT U1IUTY ClIIlPNf'r. ~ TO _It llIlRIC PIll ClIN'IRAl:r IlOCUIlENTS. I. AU IlE1IIl IIOllEI _ IoU. 01Hlll U1LITY IIOlO IIWL BE IIROUQlT TO FINlSItlIl -. t. AU U1IU1IEI NOr _lID FDIl _AI. TO BE _ltD _ IlMlTMCD nil 1M[ DURA1lllN Of' 1M[ ClINS'lIlUc:11a 10. AU. S1ME1UaH1s NIl lMJlH[AD IllES TO B[ RalIMD BY lI1HERS. II, AU. lREES -_ LIlTS Of' DDICIU1ION TO IE IlEIIlMD IN ACClIlIlIANtE _1H ClIN1RAl:T OllCUIlDlTS AN) TO BE - TO _ltD _1H 1M[ CITY Of' lUMWA1ER. 12. NO DEIIllU1lllN1N UlCA1lllN . BY 1HlS CllN1IIACT. it ~---- .- --- ..- ---..-.. :~:=.-:.:- PUBJJc WORKS ADKlNJSTRATlON IIIGlIIURDlC 100 s. ~ Aft. Clevwat.r. n 3lI'niII DEMOUTION PLANS NJEX SfftT . /Z.-:: ,. ~"t I PIEI 60 ~ JI.aID ---- ........ .....-- -""- &T__ _ _l_~ ',,,' ___ ~ -.-- ,..., 1Ur__ D - 1IWYII: .... N&. _ _..a.II:IM _ ~ _. .... II.II:IM: o . lDfI' NI.l' .. . ..... ... ..... 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It - UP II' 114 (D-I) -.-_r_ c:E) PIIDT nPI ;V _. -.&.. ... -Hll.2IlI ......~.......,._M lllPL-uo ~...-..... IlY. IL It - 1.47 ... DIA. (11-7) IlY. IL .. - 1.47 ... IIlA. (11-5) -.-_r_ ~ fG ~ 'f' CAuwM ..:.u ,. ,... .. o ....- -- -..,. II, e....~ a.II\ ~~I2'Lr I . I MA_ 11''''_ _AIlE/I"D .. ===w. U1 ~ tJl VJ SEE SHEET ST-I' --- -. - - .. ,.. -_a____ - ... i . I . . ,. I I 1,' I I 1- ..L_____.: j..L_~L ....- ~I,-.-,,-.- Ii .. or r ------- I"~VF!I (;\ 'I. ".:., , '~ :iC " ,~~~;;jtJ! ~ i!:'~J'~III"~:,"~.,11 : . "',.~ It , _ I!-' ~ ..~:I:,ID . .r5 ,II:: ' ',Ii" ;3,11 - &....~~! . "" III , 1.. ,..,.. in .r .... i f' ". I..S .. 1ft; :!~ a I;I~~:F' @ ~ 1 i"lf~~:f , , j.J N 1l~,.IIJI ~ S Ii ~:;, m " .. I;J 1i J i ! II ililill",a . Ib~ , D'S ,,1 illj:; :J~~; I B ' ft ra I... iJ · . ~Cl:l .--.- II ;t6--- i a zen ---.- -~,j p~ .--.---. ~~,.--- A ;j " I I I I I I il J;\ :::~ :::: APPROVED STATE OF FLORIDA SEP 2 7 2u06 DEPARTMENT OF ' ENVIRONMENTAL PROTECTION ~ ,~ ., ,.,. I,.,... .;j: ':.:..ti{~M . r :~.~ c:.::Ei:>~ "'IUT, -.r.. r 1 20 . ~ "L.~ y.v :t:::E:~J"'IlA.(l1lol .; . , i' "':'~~" . ____..4_ _----'-:-~.,. . --~~~~-- -:_~ ~~~ 0, w ..._.._ .. . ,,"',,- ,'(. :>14: ''3'".. ~ ~.~- U.;1~"n"; .:t,:b'1. '1$ ~ ."~ . ._ ::::; . .~-:-=--..- Fv ::_-~-"""." -- . - ~~ 'JUUl"_....._.-+--_.i;~1 II': . OJ l I .1 . -co .'i !!, r I l>. r;:; I~'" I · ; I. !:I r 72 121 SEE SHEET ST-19" I ~~ " i. ~ _C~A~ DRl~h'i' i'.~~ : J I I I ca: ~I! $Ii I ..... " _F !1!!'!!.~1Dt /a__ q tli\~ :Ji '. .'t'" . -- ~ - --- 1:-. ~~ - ::.J!ii.'~",~ -~.. .~~., - -. ==- r \I J i 8GT '-4 i ~~ ~! , "j I '-,I.k I '-tn: i I 1Lc: I , I ! : d5 I ~R J.~ 1 of ,.. "'! 11l+aD 15 .J= l~ i I '. _ ....... ,..- -. :: ~.. = .--.- -- 111- .............. ~i ~'. 01 ~5' ~~\ ~~ a:zl fu~\ 00 I ~ ~j ,.' " ~,...! ~1,:1 .,; "J I ~LUM8/A ~8DIVlSION III i!' rc .r :t:: fi.~r..l~{.j NO 3 I '" It ~ - :: ':k.'}l') 1 4 1 0 i ii lit I : =. ';~;tt,.,,,,,,,,,_.o "':' --..... ..._:', II: I , ..... .".:.!.,..;...,..~.:,~.. ..........\......~~"'..i_..~,.:r...~.:n:,.'.. ~ 11/_ "" .~-~~..,.~..w............,"..~....~ .. ~:.,,~ . ,...: ..." '. :" -;';.":t. ""~ -. ',," It;; I' ::n~""'7 · '.' ""'&~'~"! '. ii . _ ' .. .t~.~;{f:'.".:.O:~:~~~~~"~; r. 'I ~~-..:: . BIOSET ":'" _!!! ~ I', ..~. ..,...,.. ","-, II --~..:L.~.=..~:~~ .. ..!.~JiJ '.. ...- -', .. '. '-1~ V~I ~ I . , 31"..._ , J . a._ . . I 1 1 2 ! /) -= i I - ~~nr ,,1: < 1.0 0 ..:J ott ~ wg ~u. r- "u. ("oJ 0.0 o.w CL <C~ u..J t; en ,.. "~J.t<(. .,.. .~:! .4;. .... .'(. fl~ ., I . (i; " ., t: I~' : ," ..:.... . .... ......... . ...~. ,,, \ - ~'" ! v:'\;~;;.., 1'- 5."+011 ..011.. .. ..., ... '. mY 0' CLlAlII'.wa, PUBIJC IORIlS . EIlGIlIIIIIIIi: I I JOO S. 11_ A.., N "--;,' -. --- ....- -:. '., t! ~ . ~ . ~. ~ KAU 16 '.n --:~, ~ : '. . .1LIii ...... -'1:11' ; -. ~I:: ~ ~ ~ ~ I 115."!D ~SET r '_J'-'~I'~ r- ...&::L..'_. ,-- 1--_ SEE SHEET UT-16 FOR UlIUTY DETAIL FFl1i STREET DRAt4ACiE PllnDnan DI ".J .. ............. B L LA PI.M aur 1lPE 4 I'IIIElIICM.. AIllUl' D f...,." ,. ~D1l11ot!:!oiotnoctloo if....... #~~~~~~f]'4 l-tr .. -tr 1-1t tuu., twit. Ft.a. TraIL SEl:lIIII . crur nPE 4 ~ AIllUl'D ! l I I 1WO PIECE TOP FOR aTY UAIN1EJtANCE ,.... .,"Cln. ..... ..,. i REINf'QRCINC SECTION 4'-0' OIA. STRUCTURE BOTTOM (SECTION AA) TRANSVERSE SECTIONS FOR INLETS TYPES J &I 4 UOOIFIEO FOR CITY OF ClEARWAtER (DOT INDEx NO, 210) _10 ...... -. ....c~ ~ ~. ~ u.: -, 0 0 c. neE ., Io-~ .'-J Zc.. wg UJ_ 6\J.. r-- aCi ~~l ((U- N ex: 2. ' 0.0 ~\1l: o.w a.. o.Sj uJ- ~~ U-I 05\ Cf) l- e!. en 5. z '; B J flId [.... ..... _ ........ - -. ..u.oo-_UIIIl ra,.eru. 15.5".... I" 1- SJmmotricot .....1 D IL' ~~Q "f-tr 10'-1" 1a' \'II r-I ~ ~D1__ ! /I: UT 2L.. lit 1 Go... _.... '-It !If.CllCftE cc...o ... f. f... '5_ IIlII Loll HoI~ INLET TYPE 5 (DOT INDEX NO. 211) 2'-1' l-It Go... _ ra. ,'-3" , *" 2- I A-, B l.L ~ A-.J PlAN ---""'- 2'-11' ... - 24" SII. ,'-tr .. -.:11" SII. SECTION AA SECTION B8 QJTTER fur rtPE v ' (DOT INDEX NO, 221) IIICWlE t SlIIP IIlDW oumu. IfMIIf I'fJI ~A ........---- ~;..- ......._. ........... ____4 2'-11' B .-1 ... 0'.11on AI She I IIn PIao. """ Casl no lI<a1. 5111I Gr...... Sot Do i .. ~JI . 1J! 'co j!f , !.! .Il.! it! Ad 10 BID SET .. ... i ., --- Or: . b . .e :!:t ~ ;j' >\ io! ., ill lUll I bolo! If. ... ...... ..-.. to III:lDI T'd'E C --1\10" r-4' -"1\10 '-r M--I4"1\Io ND (FDOT INDEX NO. 232) SEE lIS AND It) SIIEIS fllIl ClINCllE1E fNSIB NIl BD AU!IIIIA1MS II . II ~ 15' PRODUCT NUIIBERS 2Il5AG Spooif>>...... I... .... ... 1or.....1pIo .'-I"-8'-lr-lr or .,. I. ,. IS' ....b/..IIo... - _II.. .. '0') ... ....... - AjIpro& .igIll (hot. IIlIr) .z... AjIpro& ...... (- IIlIr) 10'" YARD IIRMf . ADS INIUASIN (U.s.) . . 1WEC __ ...... 1m 1M .... 11'- CAS1' _ GRAB (OOT /NllEX NO. 232) A L SECD M 'RP SMS (DOT INDEX NO. 215) lIP .. ./ FrWE NIl CRAtE (DOT INDEX NO. 215) IT:[[a:[[IT:[[DJ '" !I[[~!IIIOJ ([([~!I[[OJ rr::rr::[[[[[[IIOJ '-L rIo:IT1ErIa:rn !l c rial.... ..... 14 -I I'U.N 1II1'!'.""'_' ........... _._. .. .~~ ~CurlI'" ~~~~-- 1111 :: ~/.!l.j _ E1IlIt 1'1/1 I .. ~ I. J*,,,-. aT ,J..! "'"151 H H H H H H .J Soo""'. .J Soollotoll b SECD GRAlE DETAI. (DOT INDEX NO. 215) .. .... .. BID SET i i -~ JrfI .,.... II- _ II-.) !EC1IOII DO rD .' RECOUIIEHIlEO IIAl11MUM PIPE SIZES INlCT IN_ I'IIlH f'I'[ SlZ[ 7:-0. I'. Y-I. 24. --......-- -..-........-.. _...~-...- ..... ...-...-...... -""'......... - ~ _I r__ I c c ! L .. .. -1 , ~ . I ~ r__,-" r...._ I.... . IYJ LD ~ ~- ~ '~'''''r !lC1lCII a: 1II:C111O .-.- ....c UlSa " . --- di'r",:::- . ...-, ....(.3(.1-1( J u-...._ . 8 J .. ~_1II) .. ',,1.1 SEl:IIlIt IE f_l- ~ ..r: II In IIr an. . ., ~, -- -....... r '" . - ....-............-..- IUT IIlII SIIll:Ulr IOT1QI .flCWIIE r 5lIIP 8U.OlI1IMRr . PER PINI NDI[ c.o. f6. C.O. Clt, Indo. _ ..~ !!EClIl* M. IIlIlF IIIlAM /lmNe;llIlIl lIEfM. ElOSllNG IIUT CEHERAlNorrs l ....""'...........__.___..jIoI...... ... ..... .. .... - ...... ..... .... 1l'IIJ" . ~ ..................-.........- - ............ .... .. .. - ..,.. .. ""1r1IIt ~. eIqda InIffle. 1 .......r_lll_ .....tat._...""....... ... II - ... 0, It: 1 --....(f.-~ ... .......... - . - .... II ...... ts ..... __ .... II .. .. ----- ~ ='::''::6.::' ~:;.:: ~....... SItiIt I. .. L 1._......_IIA1lll. II1Dt ~ lID nPE A (DOT INDEX NO. 230) . BID SET "- - I r I I J I , I. I ~~~l 0 \ I ~ \ 1 \il \ T s~ ; ~ \ I. \ f ~ ::r. .~ r<'I - iO ce.~"'" \ .. :.~ == I~ _I \ :~ - ~ Ul \ - . p... \-~ ... ~ T (J1 I'-o..~ ~47 LFfs- ~ .. 'iiH~~ ~~\ -~ \ ~ ~y 1r.\lO,~ 3:"" ~~.;t;; L \..ii~Ul-.n W' ill II'" , L -+rI1,/ ~ ~ --, 11,/ - I~ _1,/- l_ -- .., ~.'U ~ t.A r- -=--.t ~ C C-22 ~) /'.l-:: - ~ AI I .-ttl ^ 'II '~IT /... ft-". ~ ~ - Z------ ...... ill . '1...~::--~~.4 ,,_ ~ ~ ....\ '1,)--" V I ~ R:T . ~ 51- ~'I'< :. ~ ^ ==-r ,. ; - - '30 II 1So ~ !.. -" - ,. ~ Jt!' _ -'3f\--V. '--- ;= 42" RCP 0 0.0510 ..............___.~\_]I\, ....._ 0r- 1~0 N~ 0 0.':13%- \:) / \ I _ 7. - \ 1,/ _ ~ 1,/ -. - 1 .l- f;:::: \ \ = 'v C C-2!.,.. .., I~ _ ':"' ..I - I~ .. '"1:\ ' n "I _'::.1' \Ill 0.2:510 .-J ,:- i \ \ SEE NSBB DETNL SHEET SD-7 LOCATION SITE PLAN OR NSBBI2 HCOIlll _81 1-- - I I 'At em or CLIARlI ,. 'I . PUBUC WORKS AD .. 1IllI_ .I ~..__I ONI rn:w:.~- I HAMDEN DR. DRANACl _____ _ 6.. '"_ . B~ S~.' I-:'~~-----:: I". 1."_ - 5' 19 ~U1 q5 I-a:. ZOo ~i ~'Z ~w Q.~ uJz 00 \ ~ ~ \ "-1/ I ( 9,9 .:\-...---,st .// Sf J ~p 0 0:06~~, . 1 oJ). :=:... - UG Uu " ~ LKI J~ ""fI" A-90.:;O ;?It. f" I\~ ~~n ~ \/ V ...... rr1 \~ ~_~~~~ \ J -t ,_~~ ~ j" RCP Cl O.~ ~ I".,-L ~ ~UT _ ( ONFUCT :: NO. 1 ("I , . l~ SEE tiOTE NO. 2 r :5 - ~ SHE T ST-:5 - 8-13 It ~"'" U) ~ 11: SHAlLOW ~ ~ ~ 40 LF 16- DIP II>> 0.18 j \ ~ Q OVER 88 SAN I- 8 U) c ; 1[.. I, > ~ ~ FUTURE LOI 1\ liON ---TtI \ [ Ie S E U) Of NSBB~ . \~ ~ ~n > ; . ~ .,1 I~ ~ "> L I g ~~~ 1\ \ ~ .. \~\, ~\ \~ \ 1- 1 -=t o ofi. UJg '"u.. ~~ 0.0 Q.UJ -=t'<. .r en \..- to ~ " t r- C"l 0... uJ en ~ U! ""'1 I (J1 I - ~I -t 01 ~ ,. . ,. " . . I J ...,.m _ IJI tur "I I II ~ 0- I "~ I I I :- u '" I ..."\': ~~ I \/ , IJ .ft" .... -..J N -J ~ { SEE NSBB DETAIL SHEET SD-7" LOCAnON SITE PLAN OR NSBB#l z 0 <( f3 0 1.0 u.W oir C) O~ a ~O w9 C"-I za: >u. '" wll. OU. ~..J g:o N ~ a:z ll.w D- ~w <(~ j5 w w~ CI) OZ en 0 ,:" ; MODEL NO. e_12.W e4- CVVS-1 SUN TREE TECHNOLOGIES Nsee UNTAEE TI1:C,.., aICAoCHWA.L..K ",..,..srr 11."'.'" V PROJECT FlOW, TREATMENT, Ie BYPASS SPECIF'ICAllONS F'OR THE BIOMASS SEPARA1lNG BASKET I.lnflow Pipe Areo 2. Open OrlRce Areo In Btomo.. S6poroting Bo.et J. Treatable Flow Area With No Blockage 4. Treatable Flow Area With 50X Blockage ._ 5. Treatable Flow Area With 7511i Blockage 6.Minlmum BypaBB Available . (lfrth tlDBltet 100 % Full) BA~T ST'ORAGC . $6 cu. FT. (2. I 'rOS.) SEOIUENT ST'ORAGC Lo""" FrtlfIt CtIombr Lo... Middle Chamber _ Lower Rear Chamber CAST IN 'ALUM HATCHES (HAWDAY H1R2438) 7. 10 SO.FT. .. nIICIUIII II .. ..... . "...,.."y...... 1D . I'IIfAU.GIi II 01P _ """_ _ ... _ , " _ SlIIICIUIlD ... .....y AW.... ,.. .... DIID --.-- ....- _1M'" an..... .14.5 SO.FT. PA TENTED ..,. ~JfNfS PC-.r; .14,5 SO,FT. 17.2 SO.FT. 8.6 SQ.n: 7.7 SO.n: E 72 CU. FT. 66 CU. FT. 66 CU. FT. SCRE[NEl) BOTTOlIS HINGED --- - ......... .... ,.... .- ,. .......,., ........".... TOTAL 204 CU. FT. (7.5 YOS.) I t I I I . NOlES: REAR IIlEW 1. CONCRETE 28 DAY COMPRESSIVE S'l1lENGlH '.-5,000 PSI. 1. R€INFORClNG: A5lU A-81s' CRADE 60. J. SUPPORts AN H2O lOAIllNC AS INDICA lED BY AASH'IO. 4. JOINT SEAlANT: BUm RUBBER SS-S-D0210 5. ALL WAI.LS. TOP + BOT'lOII ARE .. THICK. ._ 'DRAWINGS Anc WATER LElia ~ 41 44 I" 151 FRONT ..EW IIIGHT END \'I[w .. =-3 J''::;:;: /JOS P~AK TR~A TM~NT D~SIGN FLOW 24 ft.,J I sec. lRE'A_r /i(fIJIS ID Ar IEASr _ _VAL 01' ~~1:,~tlr IV "All' 11F. _1U:T1'Ilr __ ~ I'PE . P~AK D~SIGN. FLOW 46 ft. ,J / sec. ST"'....,CTl.J,.e: , 0" .2 ~ IWA.Si[ .....wI' _'NCM~S .-- --- BID SET .. BEAG! WAU< ~ CTnDU n!:T"1 C I I , 1 . .f -- "." ~-I SUN ,REE ,ECHNOLOGIES MODEL SUNTRlrE TeCH Be:'ACI-IWA.'-1< """".A.~ 11."'."'" PRCJ/CCT flOW, TREATMENT, &: BYPASS SPEOFlCATlONS fOR THE BIOMASS SEPARATING BASKET 7.10 SO.FT. CONlRACTOR TO PROIllOE USF 2JOAA RINGS AHa COVERS I.In flow Pipe Am 2. Optlll OrfRce Area In 8Iomo~~ Separating 80sket 3. Treatable flaw Area Will. No Blockoge 4. Treatable Flow Area With SOX Blockage _ S. Treatable Flaw Area WIth 7Sll: Blackage .- 6.Mlnlmum 8>1'0" AlIOiIGb/e (WIth 8alket 100 .FuU) 8ASKCT S1Q'fAGC - 58 CU. n. (2./ yos.) SEDIMENT STORACE Lowei' Front Chamber Lower Middle Chamber _ Lower Rear Chamber PA TENTED _ ".1I1f/5 ~ J4.5 SO.n. J4.5 SO.n. 17.2 SO.n. 11.6 SO.n. 7. 7 SO.n. E 'DC IIIIUI:MII It .. ...... . ...." ...... 1D . ....ALLD . ., __ I.DCA... ... U. _r.,___ ...., A-..a& .. ALL ImD -~-- __ _IN""..... 72 CU. n. 66 CU. FT. 66 CU. n. SCREENED BOTTOUS HINGED --- .. --..... ....,....- ,. ......,.. ,.......... 1l1TAL 204 CU. FT. (7.5 ms.) HOtES: _ \lEW f. cov""c- III _r U/tt __5.0$_ Sr,...,CTU,.... a O~ ;z I. CONCREtE 28 DAY COMPRESSl'IE STRENCtH fc-5,DOO PSI. 2. RElHFDRctHC: AS'RI A-51S, GRADE ao. 3. SUPPORTS AN .H20 LOADiHC AS 1H000AlEO BY ""SHTO. . 4. oIlllHT SEAlAHT: BUT'll. RUBBER SS-5-0D2ID 5. AU. WAU.S, TOP + BOTTON ARE a" nDCK. -.... da GRADE EL V. INflOW INVERT 3.S9l . -l::v ~. ~ If ~ ~1=-=321 RIGHT 0f0 \IIEW PEAK TREA TMENT DESIGN FLOW 24 ft.:S Isec. IRE'Af/llENT _ rD AT lEAST _lIDIa.AI. OF JIlIllL _ PARIIClD _ 4'2:5l1lI ID ,.,., IN SIlE 8A5II/ ON A _ RDr1 RA$ OF. UNrAR FrET PrR._ _-. PEAK DESIGN how 46 ft. :J h lIlfAQf.... PHAsE ....._ Al'At"W W AI f( nt:C\(')oJ BID SET ~.._-- ......~~- ~ . ......... .......... ;11" 'i r III~ ~I r IIII I 'If i Hr' "II Jf II "'(' j" ,II i !I r I ..~....1(.......0 .. l'rflfll',rpJI I f I . ... ~~~m~~" ..1.....9 lMUU"t ..,..... r~.~nf: ~~P8?~c8f\\D{). ~~ 0% nQ ",liIi,., -> nI'> ,*< ,..nm ~1:~ '" i' <i ~c ~t~~~v~c~~g.fE~ON -.-.-:- -" .:; I I"' !~ .I~ j , N ~ u 62.00 .'- 61.00 60.00 59.00 58.00 57.00 ~I MA TCH ['XlST acv MATCH E")(JST EU"V . . SECTION B-B Scale: ,'.,0' Hartzonlal ,--," VwUcar -- . -. -~ -,-. I 58.2 Z J ';1 :" C5 I c.c acc 0 00 0 t-a: wg C'-I ZQ. >u. '" W..J Ou. ~:! ~o N a:z Q.w ~~ c(t- 3 DRAINAGE CALCULATIONS .- ..- ...... ... . I SECTION A-A ScaI.: ,....,0" Horbtantal 1-.,' VertIcal EUV 58.2 SECTION C-C s....o: '".,0' Ifar_IaI 1-.'" "-tical SPENaR A VENUE POND TOPOGRAPHICAl SURVEY re...-r,,,...,,. . _n.. ...... __ _. ~ __ __ . :O21231l 0 Elw IIlD ~ />A ' ~1>~ 'It;Ji~lq. . .1 ~ --....~ ...... 1-. !'III-. - ~ -=--- I I~I,IC" II II'" . . . . Po... tl62-343.9OO(3) PAC Form TItle: Construction Commencement Notice Effective Date: October 3.1995 ENVIRONMENTAL RESOURCE PERMIT Construction Commencement Notice Project: Phase: I hereby notify the Department of Environmental Protection that the construction of the surface water management system authorized by Environmental Resource Permit Number has commenced I is expected to commence on and will require a duration of approximately months weeks days to complete. It is understood that should the construction term extend beyond one year, lam obligated to submit the Annual Status Report for surface Water Management System Construction . PLEASE NOTE: If the actual construction commencement date is not known, Department staff should be so notified in writing in order to satisfy permit conditioDS. Permittee or Authorized Agent Title and Company Date Phone Address -,".., .:,......<1. 62-343,900(3) On-tine Document Formatted 12101/97 kag . Environmental Resource Permit Annual Status Report Florida DeDartment of Environmental Protection PERMIT NUMBER.: PROJECT NAME: COUNTY: PHASE: . The following activity has occurred at the above referenced poroject during the past year, between June I, and May 30, Permit Condition/Activitv % of ComDletion Dale of Anticiuated Comoletion Dale of cciiiiDiCiion (Use Additional Sheets As Necessary) Benchmark Description (one per major CODtrot.sln1cture): Print Name Phone Permittee's or Aurtborized Agent's Signature Title and Company Date This form shall be submitted to the above referenced Department Office during June of each year for activities whose duration of .construCtion exceeds one year. -'"-,,, 62-343.900(4) On-Line Documeut Formatted 12/01197 kag FLORIDA FISH A- ) WILDLIFE CONSEF ~TION COMMISSION ,\<,H I'.r.,[) :,., J "::~ ~ ,,;:;.;:~~.'>. ~ : \~- ~ ~/ - 1< ,". ~ ; ~:;~/ '-IOi" lO KATBYBAIlCO Jacksonville SANDRA T. KAUPE BoA. "IIEBKY'" HVFPMAN DAVID K.. MEEHAN Palm Beach Enterprise St. Petersburg RICHABD A, CORBETI' BRIAN S. YABLONSIQ 0: -tJ ,/ Tampa Tallahassee --1Y- RECEiVED DEP R.ODNEY BARRETO Miami Ms. Diana Fehling Southwest District Office Florida Department of Environmental Protection 3804 Coconut Palm Dri Tampa, Flori a 3619fiE P DEe:,3,O iOOS ~---- -- SOU1HWESl O\SlR\Cl DEe 3 0 'Z005 SWD IW PROGRAM December 23, 2005 R. IClPP FROHUCH, Section Lea IMPERILED SPECIES MANAGEMENT SECn DMSION OF ~ITAT AND SPECIES CONSERVATI , (850) 922-4: FAX (850) 922-4: KENNETH.D. HADDAD, Executive Director VICI'ORJ. HELLER. Assistant Exec!Jtive DirectOr Dr. Muthuswamy Subbuswamy Bureau of Beaches and Coastal Systems Florida Department of Environmental Protection 3900 Commonwealth Blvd., MS#300 Tallahassee, FL 32399 RE: Marine Turtle Protection Conditions File No. 52-0244761-001 and PI-594. Beach Walk, City of Clearwater, Pinellas County Dear Ms. Fehling,and Dr. Subbuswamy: .' staff in, tl1!3 Flori4a Fish & Wildlife Conservation Commission (FWC) has reviewed this application , to cOnStnict a'beach wa1k81ong't~e City o~CI~ater B~ch~" The,prC?pose4 p~ject is ~ediately . adjacent' to a marine turtle nestmg beach' and is not tidal. The beachwatk will be, 'comppsC;<! of, ' concrete pav~; lighting shall be installed along the walkway and the road. FWCstaffhas worked ' with the City of Clearwater and their consultants to develop a project that should redu~e the potential for lighting associated with this project to impact sea tUrtles, their nests, and hatchlings on adjacent beaches. DEP in the Bureau of Beaches and Coastal Systems has indicated that no cement pavers or hardened structures will be authorized for installation on the sandy beach. Please contact us if this restriction necessitates ~ modification of the proposed walkway path. In accordance with s. 370.12 (1) (d), Florida Statutes, Please include the following conditions in the final permit for this project. 1. No operation, transportation or ~torage of equipment or materi~s is authorized in marine turtle nes~g, habitat d~g 'the, mapne turtle n~tirig, se~~ May 1 throu~ Oc~ober 31~ ,.' 2. All peIDlanent exterior lighting shall be installed and maintained in perpetuity as depicted on approved lighting schematic and cut sheets dated December 23, 2005. Approved lights are one hundred and seventy-seven (177) 100-watt high pressure sodi~ (BPS) fixtures with 90 cut-off fixtures and flat lens. These fixtures shall be mounted on poles along the roadway, with the lens bottom at 17.712-feet above ground, tilted 15 upward and oriented eastward . (away from the beach). A total of one hundred and thirty eight (138) 3.2-foot tall ~Q~~ fixtures with 50-watt HPS lamps and 180 beachside shields shall be installed along the walk path and oriented eastward (away from the beach). NOTE: THIS A1JTIIOIllZATlO~ IS DD'I'BUNT FROM THE aDRlGINAL REQUEST. sa ~IAL PERMIT CONDmONS. \STATE '- fLORIDA DEPARTM .oF ENYIAONMlNTAL PROTIECTION Dlvltlon of W..., R_oUIC. M.n...menc lur... of ..... Ind Co..... .,item. 3800 Common..."" 1Ivcf. - Mall 't.don 30C) T.......H.. fiori'" 32311.3000 '1601 488.770. . PERMIT NUMBER.: P1-S94 PERMITCEE Ciry of Clearwarer clo Michael Qwl1eu, City En,ineer 100 South Myrtle Avenue, ~te 220 Clearwater, Florida 33756 PBRMIT POR CONSllWcnON OR OTHER ACIlVITIES PURSUANT TO SECI10N 161.0'3, FLORIDA STATUTES FINAL ORDa fINDINGS OP PACT: AD application for autboriDticm to Conduct the activities seaward of.the coastal eoDs1N~tiOll control line which are iDcIicMe4iD1he pojecId6sCII~ wu filed by the app~1UID1Cd herem 0I'l Pebruary 10, 200S,lDd was deIemUDecl to be ClOIDpIcIe pulSUlDt to rule on 1uly 12. 2005.' However, on- Ocroba- 6, 2005,' die 9O-day procesPD, time limit fbr projcets wbida Iro determined to be comp_ putsuant: to Subsedtion 120.60(1), Florida Statutos. ThO propOsed projcet is 10 be located lancSwlrd ofthc 30.year orosioll projection. . CONCLtlSIONS OP LAw: Afta'CODijderiDa dai iDems ofthe"...r and IIl)'writtcn o~ hill aft"~ . .' '~_I)ep~t~.thai~~i~Wi..Ibe.~Coa~oDs."_o~~vi1i~iD~iDttio . . prOject ClcsCriptioa- are of mch a DatIIIc that IhcY wW I'OIi1Jt m no SipificlDt..aveno impacts to the bCKbI~ areas or to acijacnt proportica; that tbc work illlOt expccIcd to advanoly impact DCItiDI sea 1Urt1oI~ their hatcblines, or their babi. that the work is cxpmdable m DIU'lDdlor i. appropriaroly dosipcd in acCordance with Rule 628.33.005. P!orida "ldYnmif1ratRtt 0Mfe. IDd tJiac it is aa activity.. type or CODStrUCticm whi. the desipec orthe CUer oldie Buzau ofBc:acJacs _ CoutaI S)'IIaIIs has mathority to approve or daly purSuant to . Deleption or A.uthorhy, DEP J;>irccd" 137, e1Ilctivo May 14,2001. The direct aracI CUllllJlative impacu to the beadl and duDe system that will be caused by both the Ie&WBrd IocatioA ottha proposed CODS1l'UCtiOll represait the maximum such impaclS that lint acceptable 10 Ibc Deputmerd. 'Ibae1bR, mtuJ:o CODItIUetiOll 011 the site ~ward of 1I1e coastal CODSWCEioa coolrOlliae abaU DOt c:xtCDd fiadhcr seaward 01 the proposed structures approved pursuant to thispcrmit. Based OIl the tor... ~~.. the &sir- approves the applicationi auzhoiizes CODIIrUCtion lIidIor accivides at die locaIiGa m~ below in IbicI ~ willa tbepojectdescriptiDD, tho approved plaas (it 11II)') ad the Oeaenl Permit CoaditioDs wbida are ~ and are by this reference incorporated herem, and III)' additional coaditioas sho'Ml below, pursuant to Subsection 161.0S3(5), Florida $tatutes.. " . EXPlRAnON DATE: JmUBl)" 26. 2007 LocATION: BetwtcD approximately 300 feet Dmtb of ~ DeputmeDt of EIrvironmeDtal Protection (DEP) reference monummt Roo4' 1114125 feet souda otDcpartmc:ato~PtoIeCtion'1 refereDce monumcmR. 46, in Pinellas County. Project addn:ss: South OuJiWnv Boulevard. Cleanvater'. . ,-0.( . PERMmEB: City of Qcarwatcr PERMIT NUMBER: PJ-'94 PAGS 3 . ... .. . 8. . s. Prior to ~ of coDItI'UctioA. activit)' auIbori2ed by this permit, . preconstructiOll CODference .. sba11 J;c held 11" site imDag the .ccmtrador, tbe.OWDI!Ir. or .authorized ipDt, 1D4.. &tIff~preselDtive of the Bureau ofBeaches and Coastal SystemS to establish lIl1D1ClcntancIiDI lUnOq the parties as to the itemS specified in die speeiallDd leDeral concIitioJas oftbepennit. Tbe propoIC41ocatioaa of the structures shall be staked pllC tor die conference. Construction ac:dVily authorized by this p.....lSlaalllIOtCCP......ceUllli1 afb::rthe time poriocl provided in the plIblic DOUce Cor the pubUc to exercise lIlY daJdI they may llave__ Chapter 120, Florida Statutes. bas expired, or if a heariDl is requcs1ed. dispositioD ottbc heIriq request bas bceIl made. . All fU1 maIeria1 shall be obtaiDed from a source lIIIdYIll'd oftbc COD1rOII_ aa411W1 CODIist ot saud which islSimilarto that already OD the lim ill boda....ize IDd oolontiolL ThiI 811 materia1.ha1l be be of coutrUCtiOJl debriJ, zocb, or ok beip........ A sample oftbe SIDd shall be provided to the sQff representative clurin. the precoDItn.IeIiOD cODt~,,~. Prior tlO cOmmeacemcDt ofCODStrUction ICtivitJ autharizcd by this pctmit. a temporaIy ccmstruction rODee shall be etcGtecI alOlll the perimDtI:r of die I'W~ utiYity. 11Ie Ceaco sbaJ.1 remaiD in place _iii the. coDSlrUdion ~ by Ibis permit is complcfc. T&c optiJIIum sitiDa oftbe CODItructi~ fcDcc shall be deterJDineict 4uda. dae pecoDStruCtioa ~ by Ibe stddpRllD1ldv. SO IS ID provide maximum pmteedOIl.TO ~ ~v~~.~QCatc4 oa_._ ~C~perlY.. . . Prior to ~mp1edoJiot~~~tla~.by:1bis._~b~_..i:Pl..t.a~9ia mIDimum of tine Dative IIIt-tolerIDl species whbiD .-y dlltUrbed ... seaward ot die aUlhorizcd J1rUctureI. PllIltiDal shall DOftIiat oflllt-........ iDcti&enout to the aativeplaDt Nw'III'rnmi_ exiI1iDI OIl or IlCII' the ... or with oIbIr aaIive.... .",oftlS by" D6,.~ Sod compolld of DOlHlaU\'e JrIISCS is DOt authorized scawardor. ...1tnCtUIC or cIecb. PJantill.. ill other.... oflbe project lite shall DOt iIlclude iimtlYe maisID.cO,.. ..-_ IIIda U listed iD the Florida ko1ic Pest PJDt Couiadl's May Z003 Lilt oflDvuivc Spoof. CatqoIy 1_ n. . 5. 7. ,. . . No operadon, tranIpOItatiOD 01' IIOmp or ecr'y...-t at' matez'id is au~rized m marine turtle acltiDa habitat dariD& the marin.,1IIrt1e ~ ~ Yay 1 tbrouaJl October 31. All perIDIDCDt cz.teri0l: liahtiDa shaD be iastaDecl ad _w...mM in perpeb⁢y u depicted OD approved IightiDs tchematic IDCl cut 8bceIs dltedDecember 23,2005- Approved lipts are ODe buDdred IDd seveDty- ""I'll n71) lOO-w~ hi8b ~ .1OCIium (BPS) ~. with 90 ~fI'~ m4 flat lens. Th_ . fbttQrel sbalI be~.~ po" a1cIlDa tbe.rDI4wBy.. With ~ 1eDI'boUOUiat 17 .71~-fCetabove ~ tilted..5upwtd .. oriw1ed eNlWIId (away 8am tbe beach). A tIOtII of one Imadreclllld lhirtY eisht .. (138) 3.2-fbo taU bollarcl 8xtuza wi1b ~ BPS IampI ud 180 beacblide shields shall be installed . alOlll the walk pada IDCl oriezde4 0IStWIId (away from the beida). 10. 11. No additioDal exterior lisJ:atins is authorized; existiDa Ii'" and poles on tberoadway, 0Jl the beach, and in .. parkin. Iota -..n h. nmovocl cIvfta.poJecrt~. 1\ I. - - IM5IN C..",..,.... (.1112) (.lIOl) - - _D - I I , . I . ,. IIJ -- h-- EXISIIIIC IIASIN OF IIA!iIN A NIl CHING[ II OIlAIIWlE NItA REF CllIIIIENT 2d(J) OIlA_S " ciTY or CWIlD_ MIlIIIA . PUBUC lIORICS ADIIJNISTRATION t IIIOIIlEEIIIIIG ' . 100 L IIJrUe Aft.' . C_tar. n 337&1 .- . . BrACH PAIlKlNC T'IPlCAL .G - IIlIIII5IRf.\Il CDS-Z _C(.cIDl) llDlIRl'S tIWtE IIASIl mow PIIf - I'OSf IlMLOP1IEIIf LEGEND -.. SUB-B.\SIN llFF-SIJE BASIN MAIN IlASIN BOUNDARIES SUB-EIASlN NUMBER OFF-SITE BASIN 1.0. -. ~ I.. . ' I.. . sau";"~rcJCII' ;':1. i' - .O\~~\: j I); . \jl . EXHIBIT === . ... . -:'..J::L.. -- .- _ . r.. .. -- ...... ill: . POST oMi.oPMENT BASN MAP . PBSJ Tampa Clv. City of aea.we . -... -.,. . -.' ===-. -- Page 7. Beachwalk EXHIBIT NO. V-A. Area Check for Treabnent SUMMARY RSD Basin ^ Basin ^ 1 0.780 1.850 2.810 un 0.800 un 1.142 1.532 Basin A2 1.410 3.340 4.750 un 0.. ,1.111 3.594 5.553 BaBin A3 0.000 0.000 0.000 U21 " 0.. U21 0.277 0.598 Baain At 2.170 5.190 7.380 2.170 0._ 2..70 5.013 7.883 Basin B BaBIn Bu 3.200 3.070 8.270 0.. 30311 30311 3.075 8.435 BaaIn Bel 2.800 5.980 8.780 2.841 0.. 2.142 5.831 8.473 Baaln Bt 8.000 9.030 15.030 2.142 1.311 6.201 8.707 14.908 , Basin C BaaIn CU 5.543 0.897 8.240 0.- U1a 5.401 0.897 6.108 Basin Cd 1.125 5.m 8.904 1.124 ... 1.124 5.724 6.848 Basin ct 8.888 8.478 13.144 1.124 U1a 1.S34 8.421 12.955 SasinD BaaIn Da 0.830 1.760 2.580 1.114 0.800 0.6M 0.837 1.521 , Buin On 3.810 0.1&0 4.080 0.000 3.18. un 0.913 4.701 ," Basin Dt 4.740 1.800 6.840 0.6M un 4,473 1.749 6.222 Ph I 8.925 18.879 25.804 7.320 0'- 7.320 17.206 24.525 Ph II &111 12.853 3.917 16.570 0.- 12.111 12.117 4.686 17 .243 Total Project 19.578 22.596 42.174 7.320 12.111 11.m '21.891 41.788 Baaed on 8 meeting with FDEP Tampa held with Doug Hyman on 818101, the followhig adJ...tmenta were made. Total Project Area thllt the City Is seeking Approval of 8n ERP permit. Public LancI8 BaaIn A. a, C, & 0 Sasln E Total Basin A to E 11.177 Ac 2.114 Ar. 22.031 Ac Private Lands Basin A. B, C, & 0 Basin E Total Basin A to E 21.891 Ac 0.000 Ar. 21.891 Ac Both landi Public and Private Basin A, B, C, & 0 BasinE Total Basin A to E 41.788 Ar. 2.114 Ar. 43,922 Ac Net projec~a required to be tre.ted ,~~~SI..... ,.~~~-u/j ~ ~ c::::'==,=- By:W.C,Kasak.PE - 0<, ~ LD Ac Public lends within project, subject to some form of lreatment. Agreed Notrealment requlnJd Off.Site Areas to requinllreatmenl hen redeveloped through SWFWMD. SummalJ of..... to be .......d: lain A BalnB Bulne; Buln 0 Basin E TGtIII 0.00 Ac 2031 Ac 3031 Ac 0.71 Ac 0.80 Ac UI Ac Ageed Area between City and FDEP 1LiII CF of lreatment volume required at 112" runoff. Area Check 9-13-0& posl FDEP .xls Date: 911912006: TIme: 3:48 PM . .--- ...- ..- PBSJ Tampa Cie .'- .- ._.~ ~-.. 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Sa'!~.....n_...._...._..__. _0:~~9_~__._._____ _.___..__.._._.______ I ______.._..__ .._..._ _ ...... d' . .. .. .. ..... ~u-'I!II~.___. . _.._... ... .._. . _O~O~ .~ _ _ ........ ._.._~.___ __ . ..__...__ _..______. ______:-_____...___._ ....... ..... . . .... _ .. .. Vehicular 0.649 AI; ':' . ~ !~~!.~~~~~ ::~...- :....... .1~~_1!..~ ~...~~~~~~~~~~~..~e8tini Wtth.~DEP-~ampa;.lciWith.DOuglIY~:~~81_=-~: ~:.:~~. .'~'"....~-~'.~..''' . ..... ... . .. . .. .. _..... __.._ ...... _.__..:__............._..___!~~entsW8re_m~~________._..___._..~_"_'''''' _ ... Im~rviou!5. _.. __ _. ._.~~8!_. __... _... _......._..._ . _ ._. ..... .. .. .___ ..__.._ no.. .... . .___.. . _....... _.. ._ .......... _. . '._.... . Ad~~~~e.!~I~. 0.568 .._ ..._ ~ _..___.~~~E~~!~!~A...wIth_c.....IIlII~.,...cht..nd~..I!l!~.... _H'_'" ~~J~.u.!. .__._.1.~~~li._. .._ .. .._..__. '_ _' .1.~_A.c....._ ........... _. .. __. u. _..._._... "H,,"" __._~~.___.._ .. '" .. ....-.-5.:.- . ... . .... --... __..~..II!~~lkelBIkeTraH.l!..ckIlntoGulfof~_'co.__.~---__. .__n..' .... ....__.. ,. .. ~~!<<.J~~~~'{j;;~2~_~.._~.. "~-.'~-- ....:~-:_ '~iJ~~~:-~i.r!id-iJiat-lii,~~""n'~~niA;..~.Iid.no'~!!~~ul~L~..:.' ~..... _._....- "_' .... _...~.- - ........... ___. .__JJJ!...A.~___.......____._..__..____.____ __" .____. .._ .. ..... _....... .. I~........ ..... ._._ .._... .._..... _... . .._.__.__....__.._._... ___._ ._. ._...._._____._._. - .......... ........, .. ach Walk Ph II and 1II\Flnal FDEP Pennit\ Area Check 9-13-08 at FDEP.xla Buin E to ulf ~O.~ . C; ~ BY: W.e.Kasak, PE Area Check 9-13-06 Poet FDEP.Jda Date: 8/1812008; Time: 3:48 PM -' I I' I I I I I I I . I I I I I m ~ ~. ~. l:1citX: B:I:'- " () . , . . RSD CITY OF CLEARWATER BEACH BY DESIGN - BEACHW ALK GULFVlEW BOULEVARD PHASE nAND m FDEPIERP PERMIT APPLICATION EXHIBIT NO. VI - A OPERATION AND MAINTENANCE STATEMENT Introduction This is a general guideline for the operation and maintenance of the Beachwalk storm water treatments and ,conveyance system. Normal Operation and Maintenance performed by the City of Clearwater Public Works DqJartment should be in addition to these guidelines. General The Beachwalk storm water collection, conveyance, and treatment system isa ..' passive operating system with no operating machinery. However, once a year prior to the rainy season in the month of June the system should be inspected for collection of debris, amount of sand collected in the system, and need of any repairs to the system. The findings of any build up in the system should be removed and disposed of in a proper manor. After major storms where blowing sand has occurred, The system should be inspected for buildup of debris and sand. Wh~ the debris and sand substantially impacts the system operation, it should be removed. At the end of the Hunicane season in November, the storm system should be inspected and any debris and sand removed that substantially impacts the operation of the system should be removed. The individual structures of the stonn water system should be maintained in the following manor. Surface Conveyance Systems The Beachwalk project site should be kept clean of debris and sand buildup where the debris and sand can get into the storm water system on a regular basis. Inlets Those inlets without sumps, should be inspected once a year for structural damage, collection of debris, and operating condition. They should be cleaned and -. _ _ repaired in accordance with the general statement above. In addition, those inlets with sumps should be inspected, and maintained with the additional removal of any sand or grit buildup. Any damage should be repaired. ,.,,..."'."..In...n,..'____._&__,____ _L ~'1'_'1_ _... . _...... . ---- . - , i$. l;~: ( :"; \lfl ~'\Ii; M: 91 ~ .~ ;lit iioiI ,'~ ~ 1( ::C~ ~.~. I. ~,; :~: ;~,~ If It! . _..~ :8, ,I, ~ ~'t:l;; .' . ~.' , J 1!J ..5, .~~.;: ',:' ~ ~1j~';:'. . ..' '. ,. "lilil I!' Yt, ~ tic ....~.): .' " : II; ."1' Ii.. :Ia'?a: III :')a:~~ ';:, . " .. ; i: . .... .' 'f' . . :,:'. ." '.' . '~ . . '.- ::it :. ; ~: ~ I ~I : . "'~;'>' -. ~ I I J j J :lUI ltj ,:.' :1'11 ' 1U . '~R :':.:' l!l..... \IS' '" ~. r A. 1. - t. ~B :~ 1 N ~ J'-' ill I 10 !I ; ,~t " I ~. . . i, ~, ~. :~, tn .~ :mi ~.,: , ! 1d.. I":; . ,,;" '. ,. a.. c ". ": . :,;: ~ ~'I !-~, J . ~'. . D ~ 1,- ~. ;~ ~ ".,: I ! ~ I 't} .! ~ f1: , ~~ ~ ~. ~ ~\ :~Vi ~ .~~~ t.;. . . ,. 1 "-.. . . :..',": '~ - I: at .... i & IS ~ a ;, I: ".r It) I I' " ..... II.. ~. ....I~i ;. ....: is! M .. ill . . . Form #: 62-353.900(7)F.A.C. Form Tide: Request for Transfer to Operation Phase Effective Date: S mber 2S 1995 o Copy of recorded restrictive covenants. articles of incorporation, and certificate of incorporation. .," ~ 62-343.900(7) On-Line Document Fonnatted 12101"~7 kag . FOIIJI #: 62-3S3.9OO(7)F.A.C. FOIIJI Title: Request for Transfer to Operation Phase Efm:tive Date: S 2S 1995 Request for Transfer of ;Environmental Resource Permit Construction Phase to Operation Phase (To be completed and submitted by the operating entity) Florida D t of Environmental Protection It is requested that Department Permit Number _authorizing the COnstluction and operation of a surface water management syste~ for the below mention project be transferred from the construction phasepennittee to the operation phase operating entity. Project: From: Name: . Address: City: State: To: Name: Address: City: State: Zip: Zip: The surface water management facilities ~ hereby accepted for operation and maintenance in accordance with the engineers certification and 88 outlined in the restrictive covenants and articles of incolporation for the operating entity. Enclosed is a copy of the document transferring title of the operating entity for the common areas on which the surface water management system is located. Note that if the operating entity has not been previously approved, the applicant should contact the Department staff prior to filing for a permit transfer. . Tbe undersigned hereby agrees that all terms and conditions of the permit and subsequent modifications, if any, have been reviewed, are understood and are hereby accepted. Any proposed modifications shall be applied for and obtained prior to such modification. Operating Entity: Title: Name Telephone: Enclosure . o copy of recorded transfer of title surface water management system o Coy ofplat(s) 62-343.900(7) On-Line DocumCllI Fonnatted 12101~7 leag e. e . Form #62-343.900(5), P.A.C. Form TIde: As-Built Certification by a Registered Professiimal Effective Date: October 3, 1995 ENVIRONMENTAL RESOURCE PERMIT AS-BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL Permit Number: Project Name: I hereby certify tha~ all components of this surface water management system have been built substantially in accordance with the approved plans and specifications and are ready for inspection. Any substantial deviations (noted below) from the approved plans and specifications will not prevent the system from functioning as designed when properly maintained and operated. These determinations are based upon on-site observation of the system conducted by me or by my designee under my direct supervision and/or my review of as-built plans certified by a registered professional or Land Surveyor licensed in the State of Florida. Name (please print) Signature of Professional Company Name Florida Registration Number Company Address Date City, State, Zip Code Telephone Number (Affix Seal) Substantial deviations from the approved plans and specifications: (Note: attach two copies of as-built plans when there are substantial deviations) Within 30 days of completion of the system, submit two 'copies of the fonn to: 62-343.900(5) Oo-Line Document Formatted 12101/97 kag . . . PHS' "I To: Prospective Bidders Date: October 25,2006 Subject: Addendum No. I To Whom It May Concern: Attached is Addendum No. I of the Beachwalk Phase II, III & IV Construction Program and Bid Set. Please review and include with the Bid Package. Any questions can be asked up to November 6th, 10 days prior to the Bid Opening on November 16th, 2006. All questions will be answered on or before November, 10th, 2006. Questions are to be presented in writing by email tobdoan@{pbsi.com; or mailed and delivered to Ben Doan, P.E., PBS&J, 5300 West Cypress Street, Tampa, Florida 33607. No verbal questions can be answered officially. Sincerely, PBS&J Ben W. Doan, P.E. Division Manager, VP . A. B. . BEACHWALK PHASE ll, ill, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 . Page 1 of 4 INTRODUCTION Prior to bidding on these sets of Plans it was determined that there was some methods used in the design that the City needed changed and there were some inconsistencies that needed clarification. These changes led to this Addendum No.1, which includes inserts into the Contract Documents Project Manual, changes to be made on the Plans Sheets and New Sheets to insert into the Plans. Make the Following Adjustments to the Bidders Package before bidding. CHANGE IN CONTRACT DOCUMENTS PROJECT MANUAL Make the following Changes in the Contract Documents Project Manual: 1. Section VII, Article 20, in sections 20.1.1 and 20.1.2 change the word "Polylined" to "Protecto 401 Epoxy". Section VI, Add Article 39. The City standard facilities will be part of the Base Bid. These are noted in the new Article 39, and the index sheets at the end of this section for the benches, showers, waste receptacles, and bicycle parking. Insert the attached Article 39 and attachments into the Contract Documents. Section VI, Add Article 40. The City revised Parking Meter Pole Index was adjusted to provide coring of the parking meter pole foundations after the striping of the parking spaces has been completed to assure proper location. Insert the attached Article 40 and attachments into the Contract Documents. Section VI, Clarification of Saved Tree Protection. For those Trees to be saved per the City, the City Standard Tree Barricade Index shall be used. Insert City Index No. 909 at the end of this Section VI. Section VI, Add Article 41. This would address the Beach Lighting Plan as identified by Progress Energy and developed into plans by PBS&J. Section III, Revised Bidders Proposal including revised and new bid items per this Addendum NO.1. To be used for the Bidder's Proposal. Section VI, Project Specifications Bid Item Checklist Sheets 5 through 12. 2. 3. 4. 5. 6. 7. C. CHANGE IN PLANS There were some inconsistencies in the Plan Sheets that need changing. These are minor changes and it is requested of the Contractor to insert the Changes on the Sheets. 3. . 4. 1. On Sheet G-2, Sheet Index, Add New Sheet SP-14 "BEACH ACCESS NO.9" at bottom of Center Column as 59A, and Add New Sheets LP-01 "BEACH LIGHTING PLAN, LOCATION NO.3 AND 4" LP-02, BEACH LIGHTING PLAN, LOCATION NO.5 AND 6"and LP-03 "BEACH LIGHTING PLAN, LOCATION NO.17 AND DETAILS" On Sheet G-13, Promenade Horizontal Control Plan, Sta 124+40 to 336+20, make the following Changes a. Change Label "SAND/SEAT WALL-SEE DETAIL SHEET NO. RD-5" to "SAND/SEAT WALL- SEE DETAIL SHEET NO. RD-3"; two places Sta 336+00 +/_ ,LT b. Change Label 0 BEACH ACCESS TOE WALL (TYP), SEE DETAIL SHEET NO. SO- 50 to oBEACH ACCESS FOOTER (TYP), SEE DETAIL SHEET NO. RD-5"; one . place Sta 336+00+/-,L T . On Sheet DP-o Demolition Plan Index, Note No.11 should read "ALL TREES WITHIN LIMITS OF DEMOLITION TO'BE REMOVED IN ACCORDANCE WITH CONTRACT DOCUMENTS. PALM TREES EACH AND OTHERS BY INCH DIAMETER,COORDINATE WITH CITY OF CLEARWATER" -~~ On Sheet RP-05, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1118+00, L T; Sta 1118+20,RT; Sta 11.19+00, L T; and Sta 1122+20, LT. Add label at Sta 1120+20,L T. 2. C:\Docllments and Settings\13814\Desktop\Beachwalk Phase II III & N Addenda No.1 Final.doc . 7. 8. 9. 10. 11. . 12. 13. 14. . 15. 16. 17. BEACHW ALK PHASE II, III, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 Page 2 of 4 5. On Sheet RP-07, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1123+35,L T. Add labels at Sta .1124+35,L T; Sta 1124+60,RT; Sta 1127+10,RT; and Sta 1127+80,RT. Also place note "IMPROVEMENTS BY HYATT RESORT" for all Improvements from Sta 124+00 to Sta 126+85, and from Hyatt building to back of curb. On Sheet RP-09, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the following locations: Sta 1132+05,L T. And Double Printing on buildings on right half of sheet should read: Large Building "LIFE GUARD STATION TO REMAIN" and Small Building "RESTROOM TO REMAIN" On Sheet RP-23, Change Label "4'x4' T.R. PAD" to "3'x3' T.R.PAD" at the fOIlQwing locations: Sta 335+30,L T. Add at Sta 334+20,L T; 336+10,L T; and 336+80,L T. Also Change Label "BEACH ACCESS NO.11" to "BACH ACCESS NO.9" On Sheet CS-01, Remove Scale of Cross-5ections as 1 "=5' Vertical or 1 "=1 0' Horizontal in lower right hand corner and put N.T.S. On Sheet SP-01, On NORTH GATE ENTRY LAYOT, Change Label "8" SIGN WALL-SEE DETAIL SHEET RD-1" to" 8" SIGN WALL- SEE DETAIL SHEET RD-3". On Sheet SP-02, Change 2nd Note in Center of Sheet, the Phrase" PAINT EXISTING CURB GRAY, UNLESS OTHERWISE NOTED" to " PRESSURE WASH EXISTING CURB, AS DIRECTED BY CITY" On Sheet SP-03, On GAME BOARD PLAZA, Change Label" SCUFF HOLE SEE DETAIL SHEET NO. RD-3" to" SCUPPER OPENING SEE DETAIL SHEET NO. HD-11"; two places. Also add Note" GAME BOARD PLAZA AS ALTERNATE NO.5". On Sheet SP-05, On the OASIS PAVILION PLAZA, Change Labels from left to right as Follows: a. From "ACCENT PIER (TYP) DETAIL, SEE DETAIL SHEET HD-8" to "ACCENT PIER (TYP) DETAIL, SEE DETAIL SHEET HD-6". b. From "ACCESS TOEWALL SEE DETAIL SHEET RD-5" to" BEACH ACCESS FOOTER, SEE DETAIL SHEET NO. RD-5" c. From" SHOWER, SEE DETAIL SHEE....." to "SHOWER, SEE DETAIL SHEET NO. HD-9" d. From "RADIAL SAND/SEATWA...,SPECIAL 92 LF..." to "RADIAL SAND/SEAT WALL SPECIAL 92 LF SEE DETAIL SHEET NO. HD-6" On Sheet SP-07, On the BEACH ACCESS WALK NO.1 DETAIL Change Labels as Follows: a. From" RAMP WALL & RAILING SEE DETAIL SHEET RD-1" to "RAMP WALL & RAILING SEE DETAIL SHEET NO. RD-2". b. From" 30' HANDICAP RAMP SEE DETAIL SHEET RD-1" to" 30'HANDICAP RAMP SEE DETAIL SHEET NO. RD-2". On Sheets SP-12A, 12B, 13A. and 13B, Change Number of Beach Access Points to the Following: a. Change "BEACH ACCESS NO.4" to "BEACH ACCESS NO. 4A" b. Change "BEACH ACCESS NO.5" to "BEACH ACCESS NO. 4B" c. Change "BEACH ACCESS NO.6" to "BEACH ACCESS NO.5" d. Change "BEACH ACCESS NO.7" to "BEACH ACCESS NO. 6A" e. Change "BEACH ACCESS NO.8" to "BEACH ACCESS NO. 6B" f. Change "BEACH ACCESS NO.9" to "BEACH ACCESS NO.7" On Sheet SD-07, "X-OUT, NIC" over NSBB No.2 Site Plan. On Sheet RD-06, "X-OUT. NIC" over Parking Meter Post Detail, lower center of sheet. On Sheet UT -07, Change Label "NEW 30 LF 2" POLY WATER LINE" to "NEW 120 LF 2" POLY WATER LINE", and Change Label "50 LF 8" DIP NEW WATER LINE" to "50 LF 8" PVC NEW WATER LINE" 6. C:\Documents and Settings\13814\Desktop\Beachwalk Phase n m &: IV Addenda No.1 FinaJ.doc ATTACHMENTS The following attachments are included and made part of this Addendum No.1: 1. Contract Documents a. New Article 39 for City Standard Benches, Showers, Waste Receptacles. and Bicycle Parking, with Index sheets; New Article 40 for City Standard to Core Parking Meter Posts, with Index Sheet No. 114M; New Article 41 for Beach Bollard Lighting, with Manufactures Detail; City Index Sheet No. 909; Section III Bidders Proposal forms, with Addendum No.1 included; and Section VI Project Specifications, Bid Item arid Specification Checklist. . 18. 19. 20. 21. 22. 23. 24. 25. 26. .. 27. 28. 29. 30. 31. 32. 33. D. . BEACHWALK PHASE II, III, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25, 2006 . Page 3 of 4 On Sheet UT-O, Add General Utility Note No.5 "ALL WATER VALVES SHALL BE LOCATED ADJACENT TO TEES, BENDS, AND FITTINGS." On Sheet SP-07A, Proposed Water and Proposed Reclaimed Water Require minimum cover of 36" not as graphically shown on Beach Access NO.1 and 2 on sheet SP-07 A. Refer to Plan and Profile on Sheet UT -07 and UT -08. On Sheet UT-09. Change Label "NEW 280 LF 6" PVC WATER LINE" to "NEW 280 LF 8" PVC WATER LINE" On Sheet ST- 7, Note on the sheet that "STORM STRUCTURES C-5. C-6, C-7. & C-8 AND ALL 12" PVC PIPING ARE INCLUDED AS ALTERNATE NO. 7" not in Base Bid On Sheet ST-11, Change Label" CONNECT TO EX., MH (0-13). SEE NOTE 3 BELOW" to "MH (0-13), CONNECT TO EX., SEE NOTE 3 BELOW" On Sheets ST-4, ST-6, ST-8, and ST-10. Insert Grid Line elevations same as Roadway Plans Sheet RP-4, RP-6, RP-8, and RP-10. On Sheets ST-4, ST-6, ST-8, ST-10, and UT-4, UT-6, UT-8, UT-10. Profile shows RCW in wrong places based on older design. Contractor to delete profile of RCW in locations other than shown on Plan Sheets UT-3, UT-5, UT-7, and UT-9. On Sheets RP-5, RP-7, RP-9, Scupper Openings are to be placed through Sand/Seat Wall at grade of Hiking Trail per Detail Sheet HD-11, every 20 feet.from Station 1122+60, LT. to Sta1132+20,LT. Eliminate Scupper Openings at Beach access No.5, 6A, 6B, 7, & 8. On Sheet UT -07, Adjust water line around New Storm and Existing RCW from Sta. 1125+40, RT to Sta 1126+60,RT. Note inlet at 1126+60, Rt to be installed by Hyatt Resort Development and ties into Inlet C-17a. Ex. RCW to remain. On Sheet HD-1, On South Gateway Title Add Note" ALTERNATE NO.4 UNLESS OTHERWISE NOTED", and on Game Board Plaza Title Add Note " ALTERNATE NO.5 UNLESS OTHERWISE NOTED". On Sheet HD-3. Sundial Plaza Detail Plan Title Add Note " ALTERNATE NO.7 UNLESS OTHERWISE NOTED". On Sheet HD-6, On Sand/Seat Wall Detail Add Note to Cap Detail as "ALTERNATE No.1", and wall w/ medium sandblast finish as "ALTERNATE NO.1", and to Title Add Note "BASE BID UNLESS OTHERWISE NOTED". On Sheet HD-7, On Game Board Plaza Wall Cap and Tile Layout Title Add Note "ALTERNATE NO.5 UNLESS OTHERWISE NOTED". On Sheet TCP-2. Add the following new note: "The Contractor shall provide an access plan for directing pedestrians to and from the beach. The Contractor shall use fencing. concrete barriers, signing. and markings (crosswalks) to direct pedestrians around or away from the construction areas." On Sheet TCP-3. The dates shown under SCHEDULE In the Legend are not applicable. On Sheet TCP-3. Two of the .SEE DETAIL" notes along Gulfview Boulevard, (one at Station 104 and the other at Station 1126) refer to details contained In Phase I Plans. b. c. d. e. f. -:;.~:~: - C:\Documents and Settings\13814\Desktop\Beachwalk Phase n m &. IV Addenda No.1 Final.doc . . . g. h. i. j. BEACHWALK PHASE D, ill, & IV BIDDERS DOCUMENTS ADDENDUM NO.1 OCTOBER 25,2006 " Page4of4 Nodarse Geotechnical Report TBE - Subsurface Utility Engineering Reports Pinellas County - Minimum Testing Requirements FDEP/ERP Permit and Conditions. No. 52-0244761-002 2. Construction Plans a. Revised Sheets: G-1, RD- 2. RD- 5, SP-6, ST-12. and UT-12. b. New Sheets: SP-14, T-9, and T-10. E. CONCLUSION This Addendum is intended to assist in answering some of the Contractor's question prior to bidding. Any additional questions can be addressed during the bidding process. F. APPROVALS 1. This ADDENDUM NO.1 was prepared by me or under my direct supervision, and I approve of this Addendum. PBS&J, Tampa CEI <<Idt~~- William C. Kasa I PE Engineer of Record ~o...?d'-~~ "Date 2. This ADDENDUM NO.1 was reviewed by me or under my direct supervision, and I approve ofthis Addendum. 10-2 ~-Okj Date .,.-ro";':;" C :\Documents and Settings\13814\Desktop\Beachwalk Phase n ID & IV Addenda No.1 FinaI.doc ';" , . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 39. 8T ANDARD CITY BEACH FURNITURE 39.1 Definition The beach furniture are designed to meet the City Standard Specifications in the Base Bid This bid item is to provide the fixture and install where shown in the plans. These project specifications are for Base Bid items. For the alternate Bid items see Article Part C-3 bike racks, Part C-5 Drinking fountains, Part C-6 Waste Receptacles, Part C-7 benches by type and location, and Part C-IO Beach Showers and Turtle Sculptures. 39.2 Scope of Work The scope of is to furnish the beach furniture as shown on the details at the end of the section. Bid Item - 8023 - DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAIN INC., MODEL NO. 840 SM-02 STAINLESS STEEL) 8027 - SHOWERS (SHOWER TOWER, INC, MODEL NO.4 STATION) 8030 - BENCH, TYPE A (WABASH V ALLEY, MODEL NO. CN400R) 8031 - BENCH, TYPE B (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8032 - BENCH, TYPE C (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8033 - WASTE RECEPTACLES (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7651) 8034 - BICYCLE PARKING (pALMER GROUP, MODEL NO. WCR02-SF-SS) Install the beach furniture per the manufactures specifications and approved by the City. 39.3 Method of Measurement The measurement of the beach furniture shall be the number of each fixture per the detailed provided, in place, and accepted by the City. ' 39.4 Method of Payment Payment shall be made at the contract unit price per each of: 8023 - DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAIN INC., MODEL NO. 840 SM-02 STAINLESS STEEL) 8027 - SHOWERS (SHOWER TOWER, INC, MODEL NO.4 STATION) 8030 - BENCH, TYPE A (WABASH VALLEY, MODEL NO. CN400R) 8031-BENCH, TYPE B (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8032 - BENCH, TYPE C (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7321.1) 8033 - WASTE RECEPTACLES (pLASTIC RECYCLING OF IOWA FALLS, MODEL NO. 7651) 8034 - BICYCLE PARKING (pALMER GROUP, MODEL NO. WCR02-SF-SS) which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. ~. ~ Clearwater u '. Water Fountains . Parks and Recreation Department Amenity Vendor Model Number Cost Price (date) Water Fountain Most Dependable 840 SM-02 May 2006 - Hi-Lo Fountains, Inc. Stainless Steal * Jug Filler included in fountain price. Page 14 of30 . ~ Clearwater o . Showers . Parks and Recreation Department Amenity Vendor Model Number Cost Price (date) Shower Tower Shower Tower~ Inc. 4 Station May 2006 - 4 Station Page 12 of30 . ~ Clearwater - (,) . Benches Parks and Recreation Department . '" Shown with mounting plate covers. Amenity Vendor Model Number Cost Price (date) Metal Bench Wabash Valley CN400R May 2006 w/back Page 2 of 30 . ~ Clearwater (.) . Benches . Parks and Recreation Department .-:." p. - Amenity Vendor Model Number Cost Price (date) Recycled Bench Plastic Recycling of #7321.1 May 2006 wI back Iowa Falls Page 60f 30 . ~ Clearwater o Parks and Recreation Department . Trash Receptacles . .... Amenity Vendor Model Number Cost Price (date) . Trash Receptacles Plastic Recycling of #7651 May 2006 - Recycled Iowa Falls Page 10 of30 . ~ Clearwater u Parks and Recreation Department . Trash Receptacles . Amenity Vendor Model Number Cost Price (date) Trash Receptacles - Wabash Valley LR300R May 2006 metal Page 9 of 30 ~. ~ Clearwater (.) . . Bike Racks . Parks and Recreation Department Amenity Vendor Model Number Cost Price (date) Bike Racks Palmer GrouQ (2 bk.) WCR02-SF-SS May 2006 Page 11 of30 , " . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 40. STANDARD CITY PARKING METER CORING 40.1 Def'mition The Parking Meter Post are to be placed following the parking stripping to assure accurate placements rather than insert a post sleeve in the concrete sidewalk where meters are to be placed. The meter post foundation will be 'cored through the concrete so the City can place the post and meter. 40.2 Scope of Work Following the installation of the parking space stripping in Phases IT, III and N, the contractor shall establish the location of the parking meter post, and upon City acceptance of the location the Contractor shall core through the concrete sidewalk or other surface, avoiding utilities, a hole diameter of 4" and depth of 12". If the City is delayed in installing post and meters, the hole will be filled with sand upon direction of the City. See City index 114 M at the end of this Section VI. 40.3 Method of Measurement The measurement of the parking meter post shall be the number of each meter post cored, in place, and accepted by the City. 40.4 Method of Payment Payment shall be made at the contract unit price per each PARKING METER POST CORED, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work -~~,~ -- 8" 1-1/2"R\. I Min.. Pavement ~, . A' , " DETAIL CONSTRUCTION AL TERNA TE . ~ . . 8" 1-1/2"R\ I Min. Pavement ~ . il " ' . Varies 1" per foot cross slope 'Max. ... Varies Meter Post Coring When Required DETAIL OF SIDEWALK PARKING ONE SIDE ONLY NOTES: 1. Meter post coring shall be 4" diameter and 12" depth min. 2. Contractor shall select method of construction. There shall be no variation of unit price bids. 3. Meter post locations shall be marked by an "x" in the concrete. 4. Concrete to be 3.000 P.5.I., with fiber mesh reinforcing. Sand if required 4" Diameter Opening PARKING METER POST COR~NG DETAIL ~' 4/9/02 REV. DATE CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING CONC SIDEWALKS & METER POSTS IN PARKING LOTS R.v. Nol.. REDRAWN BY Novo R.G. CHECKED BY DESCRIPnON APP. DESIGNED BY C.M.H. .... DAlE 8 92 INDEX NO. 114M 1 OF 1 BEACH WALK PHASES 2, 3 & 4 CONTRACT # . SECTION VI - PROJECT SPECIFICATIONS ADDENDUM NO.1 . . 41. BOLLARD BEACH LIGHTING 41.1 Defmition The Beach lighting program other than those provided by Progress Energy are City owned, operated and maintained. Bollard lighting system that is required as part of the approvals for the Florida Department of Environmental Protection - Beaches and Coastal System permit conditions. Bollard lighting will be placed along the western edge of the hiking trail at the designated intervals. The Bollard lights shall be a Trida Bollard manufactured by Forms and Surfaces ofCarpinteria, CA, as shown in the detail at the end of this Section VI. 41.2 . Scope of Work Upon Completion of the Sand/Seat Wall and the base preparation of the hiking trail, the contractor shall mark the locations of the Bollard Lights. Bollard Lights as specified in the detail shall be placed at 25 foot intervals one foot off the sand/seat wall within the biking trail from Station 1112+50, LT to St~tion 1132+50, LT and Station 332+25,LT to Station 337+25,LT. 2" PVC conduit shall be buried 6" in depth between the location as marked,. and approved by the City. At each approved location install a plumbed 5" diameter tubular steel core with conduit connections brought to the top of the tubular steel core per manufacture details. During the paving of the Hiking Trail, make sure that the steel core remains plumb. Upon completion of the paving of the Hiking trail, install the wiring and Bollard lights per the Manufactures specifications. 41.3 Method of Measurement The measurement of the Bollard Lighting shall be the number of each Beach Bollard Light placed, operational, and accepted by the City. The measurement of the Beach Lighting 2" conduit shall be the number of lineal feet installed, operational and accepted by the City. 41.4 Method of Payment Payment shall be made at the contract unit price per each BEACH BOLLARD LIGHTING 2" CONDUIT and unit price per each BOLLARD LIGHTING FIXTURE, which prices shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work ~.-..;, . . . page 1 of 3 Rev. 05-06-05 TRIADA BOLLARD tech brief toll free 800.451.0410. www.forms-surfaces.com The Trlada Bollard is designed to look great In both traditfonal and contemporary environments. Remarkably durable, the louvered head and expressively shaped column are both made of rustproof cast aluminum. Ughtlng pattem is symmetrical. Triada Bollards are available in compact fluorescent or HID versions and may be specified with a standard base plate mount or with a 5" diameter embedded steel core for extra security. The Trieda design is also svsJlable in a larger pedestrian-height version, sJlowing the same aesthetics to be extended across a multitude of scale and application requirements. Please refer to the TrIacIe Pedestrlen Lighting Tech Brfeffortschnlcal specIIicatjons. COLUMN One-piece contoured cast aluminum. HEAO Three-part cast aluminum with frosted borosilicate glass cylin- der, gasketed top and bottom. BALLASTS Comp.act Fluorescent: EIecIronIc, thermally protected, 12012nv combination for 26W, 32W or 42W compact fluorescent lamp, less than 10% THO, ll" F starting temperature. High Intensity Discharge: F-can ballast, thermally protected, 12012nv, -20. F starting temperature, class B sound rating. LAMP Included. See lamp chart, ISO curves and polar plots on page 2. CERTIFICATION UL and CUL Dsted for wet locations. FINISH Polyester powdercoat. Standard colors are Silver Texture and Black Texture. Optional colors from the Forms+Surfaces color chart and custom RAL colors are available for an upcharge. Please call or visit our web site for an F+S color chart and for further information on custom color options. Note: texture pow- dercoats are recommended. I NSTALLAnON Standard: 3/8" thick base plate. Anchor bolts, hardware and template Included. OptIonal: 5" diameter embedded tubular steel core. 8.50" dla. base plate 5.50" dla. bolt cln:Ie 3" eIIa. conduit opening d_rance holes for 1/2-13 enchor bolts (3X) Base Plate Detail Compact Fluorescent High Intanslty Discharge cast aluminum head borosDIcete glass cylinder Iemp (pmvtded as specified) 41.90" cast elumlnum column 5" die. embedded tubular steel core (optional) --:';..r'.=.:;; Compact ftuorescent Trlada Bollard shown with standard base plate installation; HID Trieds Bollard shown with embeded Installstion. Either /smpIng option may be spec/flsd with either Installation type. 6395 Cindy Lane Carpinteria, CA 93013 tel 800.451.0410 fax 805.684.8620 Cl 2005 Forms+SlIIfaces Forms + SurfacEs- WWW.forms-surfaces.com f j =' EL I:; ~ ~ i t -" z:. I (; I ... = I . J "- .s ! 8- .! I ! ! j i i ~ 8.l ~ 1 1 'oii a 8 -r: (J HARDWOODS DRIP UNE . ~- - 1IIXlD IIAIlIIIn ,. MINIIUI RADIUS 10 . PRCJIEC1U): It. HNIJWaCIDS - 2/3 DIIPUNE .. CCINIFIRS II SAUL PALMS - EN1IRE DRIPUNE. 2. UPIIGH1S - NO IDS 1HAN r x r LU8R. 3. HCIRIZIlNTALS - NO IDS 1HM ,. X 4. WM8ER. 4. IAIRERS SHALL IE ERECtED MOUND ALL PRCnEC1ED 'IRED AND PALMS. AND "'EG1ED BY em' REPftucnTA1NE BEFaE CClNS1IIIC11CIN IEGINS. I. tJIRIlItT POI1I ME 10 . AT lEAST 4 FEET IN LDIG1H II1H A ...... OF , FOOT ANCHClRED IN GROUND AND 3 FEET MJCM GRClUND. I. IAIRERS 10 REMAIN IN PLACE UN1IL ALL PAw.. CCIIS'1RUC1ICIN AND HEAW BlURtENT IS ClJT OF MEA PUR1HER 1NRIRIIA1ICIN MAY . CllTAINED PRClM 1HE LAND REIDlIRCE SPIIIAUIT AT 111-474t. ......., ~. aEARWA1ER INDEX No. 101. SM. t of 1 Rev. 4101/03 . N.t.S. PINES DRP UN[ i ... :If :I . .. CITY OF ClEARWATER. flORIDA PUBUC WORKS ADMINISTRATION ENGINEERING REDRAW IIY PWD CHaCED BY 1MJ< DEllGNEDBY 1MJ< TREE BARRICADES DETAIL REV. DAlE . UPRIGHT DAlE 4/09/03 INDEX NO. 101 t0F'1 . . . BEACH WALK PHASES 2, 3 4 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST wI ADDENDUM NO.1 PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2, 3 & 4 APPLICABLE SPECIFICATIONS PROJECT SPECIFICATIONS CHECK LIST This Article designates the specifications which are to be applied to the construction, measurement and payment basis for each item of work in the roadway, drainage, utility relocation, hardscape, landscape, irrigation, signalization and traffic signs and marking portions of the project. Circumstances not addressed in a specification or where indicated as "industry standard" the work is to be accomplished in accordance with the standards incorporated in local construction practice at the level generally recognized as fully acceptable, and/or as the engineer may direct. 1000 1002 1003 1004 1006 1007 1008 1010 1011 1012 1015 1016 1017 1018 1019 2000 2001 ~ 2003 2004 2006 2007 2008 2009 2010 2011 2013 2014 2015 2016 ADMINIST ATIVE MOBILIZATION PHASE II MOBILIZATION PHASE III MOBILIZATION PHASE IV LAYOUT PHASE II LAYOUT PHASE III LAYOUT PHASE IV MATERIAL TESTING PHASE II MATERIAL TESTING PHASE III MATERIAL TESTING PHASE IV MAINTENANCE OF TRAFFIC PHASE II MAINTENANCE OF TRAFFIC PHASE III MAINTENANCE OF TRAFFIC PHASE IV CONTRACTOR/CITY OFFICE SPACE PROJECT SIGNS DEMOLITION EROSION CONTROL MANAGEMENT DUST CONTROL (CONTINGeNCY) DUST CONTROL-WATER (CONTINGENCY) BALED HAY OR STRAW (CONTINGENCY) INSTALL SILT FENCE SPECIAL EXCAVATION < 1.0 FT SPECIAL EXCAVATION> 1.0 FT REMOVE ASPHALT PAVEMENT STANDARD MILLING TYPE B - CITY STANDARD MILLING TYPE B - CONTRACTOR REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS REMOVE CONCRETE PAVEMENT 6R REMOVE ASPHALT PARKING STRIP REMOVE EXISTING 2' CURB C:\Docu menta and SetUngs\138141Oesktop\ 10.23 - REVISED CONTRACT DOCUMENTS-SEC 1/1 BID SUMMARY Jels Page 1 of 12 FDOT SPECS. SEC. 101 FDOT SPECS. SEC. 101 FOOT SPECS. SEC. 101 CLEARWATER SPECS. ART. 2 CLEARWATER SPECS. ART. 2 CLEARWATER SPECS. ART. 2 FDOT SPECS. SEC. 6 FOOT SPECS. SEC. 6 FOOT SPECS. SEC. 6 CLEARWATER SPECS. ART. 44 CLEARWATER SPECS. ART. 44 CLEARWATER SPECS. ART. 44 SPECIAL CONDITIONS ART 8 CLEARWATER SPECS. ART. 50 CLEARWATER SPECS. ART. 38 CleJ\RV'.'ATeR SPECS. ART. ~8 CLEARWATER SPECS. ART. 38 CLEARWATER SPECS. ART. 38 PROJECT SPECIFICATION ART B-35 PROJECT SPECIFICATION ART B-2 PROJECT SPECIFICATION ART B-2 INDUSTRY STANDARD CLEARWATER SPECS. ART. 55 CLEARWATER SPECS. ART. 55 PROJECT SPECIFICATION ART B-4 INDUSTRY STANDARD ---c;e:;~ _. INDUSTRY STANDARD INDUSTRY STANDARD 10/24/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST . PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 2019 ROUGH GRADING PROJECT SPECIFICATION ART B-3 2020 REMOVE EXISTING MANHOLE TYPE 1 & FILL PROJECT SPECIFICATION ART B-1 2022 REMOVE EXISITING INLET TYPE 1 & FILL PROJECT SPECIFICATION ART B-1 2023 REMOVE EXISITING INLET TYPE 2 RECONSTRUCT PROJECT SPECIFICATION ART B-1 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT REPLACED PROJECT SPECIFICATION ART B-1 2025 REMOVE EXISTING STORM SEWER <18" TYPE 2 REPLACED PROJECT SPECIFICATION ART B-1 2026 REMOVE EXISTING STORM SewER >18" TYPE 1 NOT REPLACED PROJECT SPECIFICATION ART B-1 2027 REMOVE EXISTING STORM SewER >18" TYPE 2 REPLACED PROJECT SPECIFICATION ART B-1 2030 BRICK AND MORTAR PLUG - 15" INDUSTRY STANDARD 2033 REMOVE EXISTING SHOWER AND WATER SERVICE PROJECT SPECIFICATION ART B-5 2034 REMOVE LANDSCAPING TREES 4" TO 12" PROJECT SPECIFICATION ART B-9 2035 REMOVE LANDSCAPING TREES> 12" PROJECT SPECIFICATION ART B-9 2036 REMOVE REGULATORY SIGNS PROJECT SPECIFICATION ART B-7 2037 DISPOSAL PROJECT SPECIFICATION ART B-6 2038 REMOVE EXISTING STREET LIGHTS AND DELIVER TO CITY PROJECT SPECIFICATION ART B-6 2039 REMOVE EXISTING PARKING METERS PROJECT SPECIFICATION ART B-10 2040 REMOVE, STORE, AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2041 REMOVE, STORE, AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2042 REMOVE, STORE, AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2044 REMOVE AND DELIVER AUTOMATIC GATE PROJECT SPECIFICATION ART B-12 2045 REMOVE AND DELIVER TICKET BOOTH PROJECT SPECIFICATION ART B-12 2046 REMOVE AND DELIVER TICKET DISPENSER PROJECT SPECIFICATION ART B-12 2047 REMOVE CANOPY PROJECT SPECIFICATION ART B-12 2048 REMOVE EXISTING DRINKING FOUNTAIN PROJECT SPECIFICATION ART B-5 2049 REMOVE EXISTING METAL BENCH PROJECT SPECIFICATION ART B-5 -:;:'~: 3000 DRAINAGE 3001 INSTALL STORM MANHOLE 4' DIA CLEARWATER SPECS. ART. 33 . C:\Oocu ments and SeWngs\13814\Loca1 SelUngs\Temporary Inlemet FIIes\OLK3lI\ P 2 f 12 10.20 - REVISED CONTRACT OOCUMENTSoSec III BID SUMMARY.xls age 0 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST . PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 3002 INSTALL STORM MANHOLE 6' DIA CLEARWATER SPECS. ART. 33 3003 INSTALL STORM INLET FOOT TYPE 3 MODIFIED CLEARWATER SPECS. ART. 33 3004 INSTALL STORM INLET FOOT TYPE 3 MODIFIED - 6' DIA CLEARWATER SPECS. ART. 33 3005 INSTALL STORM INLET FOOT TYPE 3 (SUMP) PRECAST CLEARWATER SPECS. ART. 33 3006 INSTALL STORM INLET FOOT TYPE 3 (SUMP) CAST -IN-PLACE CLEARWATER SPECS. ART. 33 3007 INSTALL STORM INLET FOOT TYPE 3 (SUMP) SPECIAL CLEARWATER SPECS. ART. 33 3008 INSTALL STORM INLET FOOT TYPE 4 MODIFIED CLEARWATER SPECS. ART. 33 3009 INSTALL STORM INLET FOOT TYPE 4 (SUMP) PRECAST CLEARWATER SPECS. ART. 33 3010 INSTALL STORM INLET FOOT TYPE 4 (SUMP) CAST-IN-PLACE CLEARWATER SPECS. ART. 33 3011 INSTALL STORM INLET FOOT TYPE 5 CLEARWATER SPECS. ART. 33 3012 INSTALL STORM INLET FOOT TYPE 10 WI CAST IRON GRATE CLEARWATER SPECS. ART. 33 3013 INSTALL STORM INLET FOOT TYPE 9 WI SPECIAL CAST IRON GRATE CLEARWATER SPECS. ART. 33 3014 INSTALL STORM INLET FOOT TYPE 10 WI SPECIAL CAST IRON GRATE CLEARWATER SPECS. ART. 33 3015 INSTALL DITCH BOTTOM INLET TYPE A (SUMP) PRECAST CLEARWATER SPECS. ART. 33 3016 INSTALL YARD DRAIN TYPE 1 PROJECT SPECIFICATION ART B-14 3019 CONFLICT STORM MANHOLE 6' DIA FOOT INDEX NO. 201 3020 RECONSTRUCT MANHOLE FOOT INDEX NO. 201 3025 DEWATER STORM SEWER TRENCH CLEARWATER SPECS. ART. 12 3026 STORM TRENCH PAVEMENT REPLACEMENT CLEARWATER SPECS ART 10 3027 CLEANOUT ON ROOF DRAIN PROJECT SPECIFICATION ART B-16 3028 RECONNECT ROOF DRAINS PROJECT SPECIFICATION ART B-16 3032 INSTALL STORM SEWER 12" PVC PROJECT SPECIFICATION ART B-17 3033 INSTALL STORM SEWER 14" DIP PROJECT SPECIFICATION ART B-17 3034 INSTALL STORM SEWER 16" DIP PROJECT SPECIFICATION ART B-17 3035 INSTALL STORM SEWER 15" RCP CLEARWATER SPECS. ART. 19 3036 INSTALL STORM SEWER 18" RCP CLEARWATER SPECS. ART. 19 3037 INSTALL STORM SEWER 24" RCP CLEARWATER SPECS. ART. 19 3038 INSTALL STORM SEWER 30" RCP CLEARWATER SPECS. ART. 19 --:...~-~,; 3039 INSTALL STORM SEWER 24" X 38" ERCP CLEARWATER SPECS. ART. 19 3040 INSTALL STORM SEWER 36" RCP CLEARWATER SPECS. ART. 19 3044 STRUCTURE OR PIPE INDUSTRY STANDARD . C:\Documents and Selllngs113814\Local SeltIngslTemporary Inlemet FUasIOU<3O\ Page 3 of 12 10.20 . REVISED CONTRACT DOCUMENT5-SEC III BID SUMMARY.x1s 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 3049 STORM SEWER PIPE BEDDING NO. 57 STONE INDUSTRY STANDARD 3055 BAFFLE BOX - NSBB UNITS CLEARWATER SPECS. ART. 33 4000 PAVING 4001 FINISHED GRADING PROJECT SPECIFICATION ART B-21 4002 OFFSITE BORROW IN PLACE PROJECT SPECIFICATION ART B-34 4003 INSTALL TYPE 1 CURB INDEX 101 CLEARWATER SPECS. ART. 6, 7, 8, 29 4004 INSTALL STRAIGHT CURB INDEX 101 CLEARWATER SPECS. ART. 6, 7,8,29 4005 INSTALL CONCRETE PIN CURB - 6" CITY INDEX 101 CLEARWATER SPECS. ART. 6, 7, 8. 29 4006 INSTALL 2' CONCRETE VALLEY GUTTER CLEARWATER SPECS. ART. 6, 7, 8, 29 4007 CONNECT TO EXISTING CURB CLEARWATER SPECS. ART. 6.7,8,29 4008 4' BARRIER MEDIAN PROJI;CT SPECIFICATION ART B-22 4009 4"CONCRETEISLAND PROJECT SPECIFICATION ART B-22 . 4010 PARKING LOT ASPHALT SEALER INDUSTRY STANDARD 4011 SURFACE COURSE -1" PROJECT SPECIFICATION ART B-36 4012 SURFACE COURSE - 2" PROJECT SPECIFICATION ART B-36 4013 SURFACE COURSE - 3" PROJECT SPECIFICATIQN ART B-36 4014 INSTALL BASE COURSE - 6n CLEARWATER SPECS. ART. 22 4015 INSTALL BASE COURSE _10n CLEARWATER SPECS. ART. 22 4016 PREPARE SUBGRADE _12n CLEARWATER SPECS. ART. 22 4017 LEVELING BINDER 110#/1n/SY FOOT SPECS. SEC. 330 4018 SURFACE COURSE 5/8" CLEARWATER SPECS. ART. 23 4019 BRICK PAVER BASE INDUSTRY STANDARD 4020 CONCRETE SIDEWALK-4" CLEARWATER SPECS. ART. 10 & 30 4021 WASTE RECEPTICLE PAD BASE PREPARATION INDUSTRY STANDARD 4022 BIKE RACK PAD BASE PREPERATION INDUSTRY STANDARD 4023 CONCRETE DRIVEWAYS-fl' CLEARWATER SPECS. ART. 10 & 30 4024 TOP SOIL (IRRIGATION) 4027 SAW CUT FOR CROSSWALK INDUSTRYSTANDARD 4028 SUBGRADE PREPARATION UNDER WALL FOOTING CLEARWATER SPECS ART. 22 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE CLEARWATER SPECS ART. 22 4030 SUBGRADE PREPARATION UNDER TYPE 8 BASE CLEARWATER SPECS ART. 22 4031 SUBGRADE PREPARATION UNDER TYPE10 BASE CLEARWATER SPECS ART. 22 . 4032 BEACH ACCESS FOOTING CLEARWATER SPECS. ART. 6 ".'." 4033 PRECAST TREE GRATE SUPPORT INDUSTRY STANDARD 4036 BACKFILL SAND/SEAT WALL TO 30" PROJECT SPECIFICATION ART B-26 4038 SOD TEMPORARY SLOPE CLEARWATER SPECS ART. 31 & 32 C:\Documents end Setllngs\13814\Local SeWngslTemporary Internel FIleslOLK3O\ 10.20. REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xIS Page 4 of 12 10/23/2006 e e. e BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 4039 TYPE III BARRICADE AND ROAD CLOSED SIGN FOOT SPECS. SEC. 700 4040 TYPE I ROAD TERMINATION SIGN FOOT SPECS. SEC. 700 4041 DOME SURFACE AT ADA CROSSINGS INDUSTRY STANDARD 4042 ADA RAMP ON STANDARD SIDEWALK INDUSTRY STANDARD 4043 TRAFFIC SIGN - "ADA ROUTE KEEP RIGHT" FOOT SPECS. SEC. 700 4044 TRAFFIC SIGN - "ADA ROUTE W/ ARROW" FOOT SPECS. SEC. 700 4045 TRAFFIC SIGN - oADA ROUTE KEEP LEFT" FOOT SPECS. SEC. 700 4046 ADA RAMP FULL WIDTH - 10' BASE PREPARATION PROJECT SPECIFICATION ART B-28 5000 UTILITIES 5001 INSTALL WATERMAIN 2" CLEARWATER SPECS. ART 41 5002 INSTALL WATERMAIN 4" CLEARWATER SPECS. ART 41 5003 INSTALL W A TERMAIN 60 CLEARWATER SPECS. ART 41 5004 INSTALL W A TERMAIN 80 CLEARWATER SPECS. ART 41 5005 INSTALL WATERMAIN 120 CLEARWATER SPECS. ART 41 5007 INSTALL RECLAIMEDWATER MAIN 2" CLEARWATER SPECS. ART 41 5008 INSTALL RECLAIMEDWATER MAIN 60 CLEARWATER SPECS. ART 41 5009 INSTALL RECLAIMEDWATER MAIN 120 CLEARWATER SPECS. ART 41 5010 INSTALL RECLAIMEDWATERMAIN 120 DIP CLEARWATER SPECS. ART 41 5011 REMOVE AND REPLACE SANITARY - 8" CLEARWATER SPECS. ART 20 5012 REMOVElREPLACE SANITARY -10"&12" CLEARWATER SPECS. ART 20 5013 INSTALL FIRE HYDRANT ASSEMBLY CLEARWATER SPECS. ART 41 5014 INSTALL WATER VALVE 4" CLEARWATER SPECS. ART 41 5016 INSTALL RESILIENT SEAT GATE VALVE 6" CLEARWATER SPECS. ART 41 5017 INSTALL WATER VALVE 8" CLEARWATER SPECS. ART 41 5018 INSTALL RESILIENT SEAT GATE VALVE 8" CLEARWATER SPECS. ART 41 5019 INSTALL WATER VALVE 12" CLEARWATER SPECS. ART 41 5024 INSTALL RECLAIMEDWATER VALVE 6" CLEARWATER SPECS. ART 41 5025 INSTALL RECLAIMEDWATER VALVE 12" CLEARWATER SPECS. ART 41 5026 CAST IRON FITTINGS CLEARWATER SPECS. ART 41 5027 TAPPING SLEEVE AND VALVE 6" CLEARWATER SPECS. ART 41 5028 TAPPING SLEEVE AND VALVE 8" CLEARWATER SPECS. ART 41 5031 CONNECT TO EXISTING WATER CLEARWATER SPECS. ART 41 5032 CONNECT TO EXISTING RECLAIMED WATER CLEARWATER SPECS. ART 41 5033 UTILIITY SERVICE LINE RECONNECTION CLEARWATER SPECS. ART 41 5034 UTILITY CONNECTION W/ CLEAN OUT CLEARWATER SPECS. ART 41 5035 UTILITY SERVICE CONNECTION TO METER CLEARWATER SPECS. ART. 41 -~-:~ 5036 REMOVE FIRE HYDRANTS INDUSTRY STANDARD 5038 UTILITY PIPE TO BE REMOVED </=10"DIA. CLEARWATER SPECS. ART. 41 5039 UTILITY PIPE TO BE REMOVED >/=10"DIA. CLEARWATER SPECS. ART. 41 C:IDocurnenls and Sdlngs113814\Local SelllngslTemporary Internel FlIesIOLK3O\ Page 5 of 12 10.20 - REVISED CONTRACT DOCUMENT5-SeC III BID SUMMARY.xIs 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTIONVI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS S040 UTILITY PIPE TO BE ABANDONED IN PLACE </= 10"DIA CLEARWATER SPECS. ART. 41 S041 UTILITY PIPE TO BE ABANDONED IN PLACE 10", <20"DIA CLEARWATER SPECS. ART. 41 S042 SAN IT ARY MANHOLES INDUSTRY STANDARD S04S DUNE SAND BORROW':' OFF-SITE PROJECT SPECIFICATION ART B- 32 S046 COORDINATION WITH FRANCHISED UTILITIES INDUSTRY STANDARD 6000 SIGNING AND PAVEMENT MARKINGS 6001 THERMOPLASTIC PAVEMENT ARROWS CLEARWATER SPECS. ART 60 6002 THERMOPLASTIC PAVEMENT LETTERS CLEARWATER SPECS. ART 60 6003 SKIP TRAFFIC STRIPE 60 WHITE THERMOPLSTIC (6'-10' SKIP) CLEARWATER SPECS. ART 60 . 6004 SKIP TRAFFIC STRIPE 6" YELLOW THERMOPLSTIC (18'-18' SKIP) CLEARWATER SPECS. ART 60 600S SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) CLEARWATER SPECS. ART 60 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - YELLOW CLEARWATER SPECS. ART 60 6008 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - DOUBLE YELLOW CLEARWATER SPECS. ART 60 6009 SOLID TRAFFIC STRIPE 8" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6012 REFLECTIVE PAVEMENT MARKER RED/WHITE CLEARWATER SPECS. ART 60 6013 REFLECTIVE PAVEMENT MARKER YELLOWIYELLOW CLEARWATER SPECS. ART 60 6014 REFLECTIVE PAVEMENT MARKER YELLOWIYELLOW CLEARWATER SPECS. ART 60 6016 TRAFFIC SIGN - "LEFT LANE MUST TURN LEFT" (R3-7L) CLEARWATER SPECS. ART 60 6017 TRAFFIC SIGN - "RIGHT LANE MUST TURN . RIGHT" (R3-7R) CLEARWATER SPECS. ART 60 -..::f-~ 6018 TRAFFIC SIGN - "STOp. (R1-1) CLEARWATER SPECS. ART 60 6019 TRAFFIC SIGN - "SPEED LIMIT 2S" (R2-1) CLEARWATER SPECS. ART 60 C:\OocumenlS and SelIlngs\131114ILocal SeIlIngs\Temporary Internel RIes\OU<3O\ P 6 f 12 10.20 . REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xIe age 0 10/23/2006 . . . BEACH WALK PHASES 2, 3 4 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2, 3 & 4 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6035 6036 6037 6040 6042 6043 6044 6045 6046 6048 6049 6050 7000 7001 7002 7003 7004 7005 7006 7007 7008 7009 7010 TRAFFIC SIGN - "STOP HERE ON RED" (R10- 6) CLEARWATER SPECS. ART 60 TRAFFIC SIGN - "CROSSWALK HERE SYMBOL" (W11-2). CLEARWATER SPECS. ART 60 TRAFFIC SIGN - "ARROW SYMBOL" (W1-6) CLEARWATER SPECS. ART 60 TRAFFIC SIGN - "CROSSWALK AHEAD SYMBOL. (W11-3) TRAFFIC SIGN- "BEACH DROP OFF AREA" (SPECIAL) PARALLEL PARKING STRIPPING TRAFFIC ISLAND STRIPE -18. AT 10' WITH BORDER 6. WHITE TRAFFIC SIGN - "NO LEFT TURN" (R3-3L) TRAFFIC SIGN - "YIELD. (R1-2) TRAFFIC SIGN - "NO PARKING BETWEEN SIGNS" ( TRAFFIC SIGN - "NO PARKING LOADING ZONE 15 MIN" TRAFFIC SIGN - "NO PARKING FIRE LANE TRAFFIC SIGN - "DEAD END" (W14-1) TRAFFIC SIGN - "DO NOT ENTER" (R5-1) TRAFFIC SIGN - "NO OUTLET"(W14-2) TRAFFIC SIGN - "CASE 2 - REFLECTORS STREET IDENTIFICATION SIGNS BUSINESS IDENTIFICATION SIGNS WAYFINDING SIGNS SIGN POST PEDESTRIAN CROSS WALK - 6' HANDI-CAP PARKING STRIPE - SINGLE TRAFFIC SIGN - "HANDI-CAP PARKING" INSTALL PARKING METER POST CORING APPLICABLE SPECIFICATIONS CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 FOOT INDEX NO. 17355 FOOT INDEX NO. 17355 PROJECT DETAIL SHEET MD-1 FOOT INDEX NO. 17355 CLEARWATER SPECS. ART 60 CLEARWATER SPECS. ART 60 PROJECT DETAIL 114M ENHANCEMENT REFACE LIFE GUARD STATION PROJECT SPECIFICATION ART B-13 PAINT RESTROOM INDUSTRY STANDARD DUNE SAND EXCAVATION PROJECT SPECIFICATION ART B-29 DUNE SAND BORROW OFFSlTE PROJECT SPECIFICATION ART B-30 PAINT LIFE GUARD STATION INDUSTRY STANDARD SOD DISTURBED AREAS PROJECT SPECIFICATION ART B-11 DUNE PLANTINGS PROJECT SPECIFICATION ART B-11 DUNE ON-SITE SAND REPLACEMENT PROJECT SPECIFICATION ARTB-11-"...,f DUNE OFF-SITE SAND REPLACEMENT PROJECT SPECIFICATION ARTB-11 LANDSCAPE BULBS ON CORONADO DRIVE (PHASE IV) CLEARWATER SPEC. BY ITEM USED C:lDocumenlS and SeIIlngs\13814\L0C81 SeWngs\TempDI8ry Internet R1eslOt.l<3O\ 10.20 - REVISED CONTRACT DOCUMENTS-Sec 1\1 BID SUMMARY Jds Page 7 of 12 10/23/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 8000 HARDSCAPE 8001A 6" COLORED CONCRETE ALONG PROMENADE (SAND BASE INCLUDED IN CIVIL ESTIMATE) INDUSTRY &TANDARDS 8001B 6" COLORED CONCRETE AT GAME BOARD PLAZA (SAND BASE INCLUDED IN CIVIL ESTIMATE) INDUSTRY STANDARDS 8002 6" COLORED CONCRETE ALONG HIKE/BIKE TRAIL FROM SOUTH PARKING TO PIER 60, INCLUDING BEACH ENTRANCES INDUSTRY STANDARDS 8003 PAVILION AREA AND SOUTH PARKING PLAZA PROJECT SPECIFICATION ART C-1 8004 CROSSWALKS PROJECT SPECIFICATION ART C-'1 8005 12" WIDE SHELL AGGREGATE. . SANDBLASTED BAND @CROSSWALKS INDUSTRY STANDARDS 8006 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE INDUSTRY STANDARDS 8007 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKElBIKE TRAIL INDUSTRY STANDARDS 8008 120 WIDE SHELL AGGREGATE SANDBLASTED BAND, PERIMETER OF ICONS @ BEANCH ENTRANCES INDUSTRY STANDARDS 8010 SAND BLAST PAVING @ BEACH ENTRANCES (9 ICONS) INDUSTRY STANDARDS . C:\Oocurnents and SelIlngs113814\Loca1 SelIlngslTemporary Intame! FIIasIOU<3O\ P 8 f 12 10.20 - REVISED CONTRACT DOCUMENTS-SEC IU BID SUMMARY.xIs. age 0 10/23/2006 . . . BEACH WALK PHASES 2, 3 4 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2. 3 & 4 8011 8012 8013 8014 801S 8016 8017 8018 8019 8020 8021 8022 8023* 8024 802S 8027* 8028 8029 8030* 8031* 8032* 8033* 8034* .. CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE SAND/SEAT WALL (C.I.P. CONCRETE W/ SPECIALTY FINISH) PROJECT SPECIFICATION ART C-12 CAST STONE CAP ON SAND/SEAT WALL INDUSTRY STANDARDS SAND WALL (C.I.P. COLORED CONC. WILIGHT SANDBLAST FINISH (42- HT.) RETAINGING WALL @ SOUTH GATEWAY LETTERS S.S. NAUTILUS SCULPTURE @ NORTH GATEWAY 6- COLORED CONCRETE @ SUNDIAL PLAZA PROJECT SPECIFICATION ART C-1 SUNDIAL PLAZA SEAT WALL (1S- HT., C.I.P. CONC.) SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON INDUSTRY STANDARDS SUNDIAL PLAZA INTERACTIVE FOUNTAIN PROJECT SPECIFICATION ART C-11 TENSIONED MEMBRANE SHADE STRUCTURES DRINKING FOUNTAIN (AL T.NO.S) APPLICABLE SPECIFICATIONS INDUSTRY STANDARDS PROJECT SPECIFICATION ART C-13 INDUSTRY STANDARDS INDUSTRY STANDARDS INDUSTRY STANDARDS INDUSTRY STANDARDS PROJECT SPECIFICATION ART C-9 CITY APPROVED DETAILS-PROJECT SPECIFICATION ART C-S NORTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) PROJECT SPECIFICATION ART C-17 SOUTH GATEWAY SIGN WALL (C.I.P CONC. WALL W/SPECIAL TY FINISH AND LETTERING) THEME-ORIENTED CUSTOM BEACH SHOWERS (AL T NOS) BOLLARD, TYPE A BOLLARD, TYPE B BENCH, TYPE A (CAST ALUMINUM SECURED TO CONCRETE BASE) AL T.No.S BENCH, TYPE B (AL T.NO.S) BENCH, TYPE C (AL T.NO.S) WASTE RECEPTACLES (CAST ALUMINUM WITOP COVER) (ALT. NO.S) BICYCLE PARKING (WELLE CIRCULAR RACK, POWDER COAT FINISH) (AL T.NO.S) Base Bid Items C:\DocumenlS and Settings\13814\1..ol:al SeWngs\Temporary Intemel FDesIOLK3O\ Page 9 of 12 10.20 . AEVlSED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xls PROJECT SPECIFICATION ART C-18 CITY APPROVED DETAILS-PROJECT SPECIFICATION ART C-10 PROJECT SPECIFICATION ART C-4 PROJECT SPECIFICATION ART C-4 CITY APPROVED DETAILS- PROJECT SPECIFICATION ART C-7 CITY APPROVED DETAILS- PROJECT SPECIFICATION ART C-7 CITY APPROVED DETAILS- PROJECT SPECIFICATION ART C-7 CITY APPROVED DETAILS - PROJECT SPECIFICATION ART C-6 .~...:.... PROJECT SPECIFICATION ART C-3 City Approved Details 10/23/2006 BEACH WALK . PHASES 2, 3 4 CONTRACT # PROJECT: SECTIONVI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2, 3 & 4 8035 8036 8037 8038 8039 8040 8045 8046 . 8047 8048 8049 8050 8051 8052 8053 8054 PROMENADE AND @ BEACH ENTRANCES, 48- ROUND) PAVER GRATE GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD GAME BOARD PLAZA S.S. SCULPTURE GAME BOARD PLAZA SCULPTURE SPOT LIGHTS LED LIGHTING (BLUE) FOR GATEWAY SIGNS LED LIGHTING (WHITE) FOR GATEWAY SIGNS UPLlGHT UNIT TYPE A & B CONCRETE ACCENT PIERS W/CAST STONE CAP TILE BAND ON ACCENT PIER CAST STONE PLANTER, TYPE A CAST STONE PLANTER, TYPE B CAST STONE PLANTER, TYPE C BEACH BOLLARD LIGHTING FIXTURE BEACH BOLLARD LIGHTING 2" CONDUIT 9000 LANDSCAPE APPLICABLE SPECIFICATIONS PROJECT SPECIFICATION ART C-8 PROJECT SPECIFICATION ART C-8 PROJECT SPECIFICATION ART C-16 PROJECT SPECIFICATION ART C-16 PROJECT SPECIFICATION ART C-15 PROJECT SPECIFICATION ART C-15 INDUSTRY STANDARDS INDUSTRY STANDARDS INDUSTRY STANDARDS PROJECT SPECIFICATION ART C-14 PROJECT SPECIFICATION ART C-14 PROJECT SPECIFICATION ART C-2 PROJECT SPECIFICATION ART C-2 PROJECT SPECIFICATION ART C-2 INDUSTRY STANDARDS INDUSTRY STANDARDS 9100 TREES 9101 SABAL PALMETTO, 12'-20' O.A., SEE PLANS CLEARWATER SPECS. ART. 25. 9102 WASHINGTONIA ROBUSTA, 12' CT CLEARWATER SPECS. ART. 25 9103 PHOENIX DACTYLlFERA 'MEDJOOL', 12' CT CLEARWATER SPECS. ART. 25 9104 COCCOLOBA UVIFERA, 7 GAL. CLEARWATER SPECS. ART. 25 9105 PHOENIX ROEBELENII CLEARWATER SPECS. ART. 25 9106 IVA IMBRICATA, 7 GAL., 5' HT. CLEARWATER SPECS. ART. 25 9107 L1VISTONIA CHINENSIS, 12' C.T. CLEARWATER SPECS. ART. 25 9108 SABAL PALMETTO, 16' C.T., MATCHED CLEARWATER SPECS. ART. 25 9109 TREE GRATE TYPE A INDUSTRY STANDARDS . 9200 9201 9202 9203 9204 9205 9206 SHRUBS AND GROUND COVER AGAVE ATTENUATA, 3 GAL. ARACHIS PINTOI, 4- POT HELIANTHUS DEBILIS, 4- POT ILEX VOMITORIA 'NANA', 3 GAL. IPOMOEA PES-CAPRAE 1 GAL. PENNISETUM SETACEUM, 3 GAL. C:IDocu menls and Sealngs\138141Locl1l SettlngslTempOl'8ry Inlemet F1leslOLK3O\ Page 10 of 12 10.20 - REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xIs CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 -'-':.;..~'.::,: 10/23/2006 BEACH WALK PHASES 2. 3 4 CONTRACT # . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 9207 RAPHIOLEPSIS INDICA, 3 GAL. CLEARWATER SPECS. ART. 25 9208 RUSSELIA EQUISETIFORMIS, 3 GAL. CLEARWATER SPECS. ART. 25 9209 RUSSELlA SARMENTOSA, 3 GAL. CLEARWATER SPECS. ART. 25 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. CLEARWATER SPECS. ART. 25 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. CLEARWATER SPECS. ART. 25 9212 SPARTINA BAKERII, 3 GAL. CLEARWATER SPECS. ART. 25 9213 SPOROBULUS VIRGINICUS, 1 GAL. CLEARWATER SPECS. ART. 25 9214 STRETLlTZIA REGINAE, 10 GAL. CLEARWATER SPECS. ART. 25 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. CLEARWATER SPECS. ART. 25 9216 UNIOLA PANICULATA CLEARWATER SPECS. ART. 25 9217 YUCCA FILAMENTOSA CLEARWATER SPECS. ART. 25 9218 ZAMIA PUMILA, 7 GAL. CLEARWATER SPECS. ART. 25 9219 SOD (SEASHORE PASPALUM) 9220 MULCH CLEARWATER SPECS. ART. 25 . 9221 WALKWAY LIGHTING INDUSTRY STANDARD 9400 DUNE PLANTING (TYP. OF 1 DUNE-6600SF) CLEARWATER SPECS. ART. 25 10000 IRRIGATION 10002 IRRIGATION PHASE II CLEARWATER SPECS. ART. 25 10003 IRRIGATION PHASE III CLEARWATER SPECS. ART. 25 10004 IRRIGATION PHASE IV CLEARWATER SPECS. ART. 25 FOOT No. TRAFFIC SIGNALIZATION 0101- 1- MOBILIZATION (SIGNALS ONLY) FOOT SPECS. SEC. 6 0102- 1- MAINTENANCE OF TRAFFIC (SIGNALS ONLY) CLEARWATER SPECS. ART 44 0555-1-2 DIRECTIONAL BORE (6" TO LESS THAN 12") CLEARWATER SPECS. ART. 59 0630- 1- 12 CONDUIT (FURNISH & INSTALL) (UNDERGROUND) CLEARWATER SPECS. ART. 59 0632- 7- 1 CABLE (SIGNAL) (FURNISH & INSTALL) CLEARWATER SPECS. ART. 59 0635- 1- 11 PULL & JUNCTION BOXES (FURNISH & INSTALL) (PULL BOX) CLEARWATER SPECS. ART. 59 0639- 1- 22 ELECTRICAL POWER SERVICE (UNDERGROUND) CLEARWATER SPECS. ART. 59 0639- 2- 1 ELECTRICAL POWER WIRE (FURNISH & INSTALL) CLEARWATER SPECS. ART. 59 0641- 41- 112 PRESTRESSED CONCRETE STRAIN POLE . (F & I) (TYPE N-11) (SERVICE POLE) CLEARWATER SPECS. ART. 59 0649- 440- 000 MAST ARM ASSEM (F & I)(SINGLE ARM W /0 ..... ,- LUMINAIRE)(B5-Q3) CLEARWATER SPECS. ART. 59 C:\Docurnents and SellIngs\13814\Local SetUngs\Temporary Internet AIes\OU<3O\ Page 11 of 12 10.20 - REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY.xIs 10/23/2006 BEACH WALK . PHASES 2, 3 4 CONTRACT # PROJECT: SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PART A ITEM NO. DESCRIPTION BEACH WALK PHASES 2, 3 & 4 APPLICABLE SPECIFICATIONS 0650- 51- 313 0650- 51- 513 0653- 181 0653-182 0659-101 0659-106 0659-107 0659-118 . 0660-1-103 0660-2-106 0665- 13 0670- 5- 130 0690-10 0690-20 0690- 33- 1 0690- 50 0690- 80 0690- 90 0690-100 0699- 1- 1 5043 5044 TRAFFIC SIGNAL (FURNISH & INSTALL) (3 SECTION) (1 WAY) (SPECIAL) TRAFFIC SIGNAL (FURNISH & INSTALL) (5 SECTION) (1 WAY) (SPECIAL) SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (1 DIRECTION) SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (2 DIRECTION) SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (BACK PLA TES,3 SECTION) SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (TUNNEL VISOR) SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (ALUMINUM PEDESTAL) SIGNAL HEAD AUXILIARIES (F & I) (BACK PLATES,5 SECTION CLUSTER) INDUCTIVE LOOP DETECTOR (TYPE 3) . LOOP ASSEMBLY (TYPE F ) DETECTOR PEDESTRIAN (FURNISH & INSTALL) (DETECTOR WITH SIGN ONLY) CLEARWATER SPECS. ART. 59 TRAFFIC CONTROLLER ASSEMBLY (ACTUATED SOLID STATE)(F & I) (SPECIAL) CLEARWATER SPECS. ART. 59 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL REMOVE PEDESTRIAN SIGNAL POLE REMOVAL (DEEP) (DIRECT BURIAL) CONTROLLER ASSEMBLY REMOVAL SPAN WIRE ASSEMBLY REMOVE CONDUIT & CABLING, REMOVE SIGNAL EQUIPMENT, MISCELLANOUS REMOVE SIGN, INTERNAL ILLUMINATED STREET NAME IT/ATMS CONDUIT IT/ATMS PULLBOX CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 INDUSTRY STANDARD INDUSTRY STANDARD C:\Documen1s and SellIngs\138141LDcal SelIIngs\TempclllIIy InlBmeI FIes'.OU<3O\(10.20 . REVISED CONTRACT DOCUMENT5-SEC W BID SUMMARY .lds)Part A IlId-Specs . C:lOocumenlS and SelIIngs1138141Local SeltlngslTemporary InI8mel F1les1OU<3lII Page 12 of 12 10.20 . REVISED CONTRACT DOCUMENTS-SEC III BID SUMMARY.x1s -~r~, 10/23/2006 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VIII - SUPPORT DOCUMENTS Section VIII SUPPORT DOCUMENTS Introduction: During the design of the Project there was a need to obtain additional information to complete the design. This information included Goo-technical Services by Nodarse & Associates, Inc. as provided in their report of Geotechnical Exploration, Beach Walk,. Cle8IWater, Florida dated February 1,2005; and included Subsurface Utility Engineering by TBE Group, Inc. as provided in their reports of subsurf~ce utility engineering services dated January 28, 2005. Testing frequency for the project will be done in accordance with the Pinellas County Minimum Testing Frequency requirements. . Report of Geotechnical Exploration: Pavement Coring Standard Penetration Test (SPT) Borings Auger Borings Groundwater Subsurface Utility Engineering (SUE): Initial SUE Exploration Summary of Findings Location Drawings Follow-up SUE Exploration Summary of Findings Location Drawings Pinellas County Minimum Testing Frequency Requirements Florida Department of Environmental Protection Beaches and Coastal Permit No. PI-594 Environmental Resource Permit No. 52-0244761-002 -';.,,:-;,e:.. - C:\Documents and Settings\13814\Desktop\Beachwalk Folder\LAP Beachwalk Phase 2,3,4 Contract Documents and Cost Estimate\CONTRACT DOCUMENTS-SEC VIII BWD.doc Page 1 ofl 10/2412006 I \! I I I , Report of Geotechnical Exploration Beach Walk Clearwater, Florida ,,-. ~ . -..,.... .-.... ,- I 1(. ~ I- I . ~ . ~ IWoOARSE Ii R S 5 0 C I R T E $6 J N C. GeDlechnkaI, Imlt...... CansuIIing & Materials Enginewing February 1, 2005 N&A Project No. T04-G-243 William C. Kasak, f.E. PBS&J 5300 West Cypress Street, Suite 300 Tampa, Florida 33607 813.282.7275 ext 489 Report of Geotechnical Exploration Beach Walk Clearwater, Florida Dear Mr. Kasak: Nodarse & As~odates, IDe. (N&A) is pleased to present this proposal for completing a geotechnkal exploration for the ahove-referenced project. The .Beach Walk project is one of the beach villages included in the Beach by Design Master Plan. Beach Walk includes the realignment of Gulfview Boulevard from the Pier 60 parking lot on the nonh to Adams Mark and the Red Roof Inn on the south. A promenade will provide pedestrian access to the botels, resorts, restaurants and shops along the old Gulfview frontage. Major traffic for through movement will use Coronado Drive as a widened roadway with one northbound, one southbound, one dual left turn, and a parking lane OD the east side. FJELD EXPLORATION Pavement Coring - We performed 39 asphalt cores. The approximate location of the asphalt cores are shown on Figure 1 in the Appendix of this report. At each core location the thickness of the asphalt and the thickness of base material were measured. At seven of the locations the percentage of bitumen in the asphalt was determined. The results of the asphalt cores are tabulated and included in the Appendix: -~:j.. . I 'e I I r '. ~ . ,J OJ--. Beach Walk N&A Project No. T04-G-243 Page 2 StaDdard PeDetratioD Test (SPT) BoringS - We performed 6 SPT borings to depths rangmg nom 15 to 30 feet. The approximate SPT boring locations are shown on Figure 1 in the Appendix. . The SPT borings were initially 'advanced manually with a. hand auger in order to avoid damaging any unmark~ \ltilities. The SPT borings were then perfoID1ed continuously in the SPT borings from depths of 6 to 10 feet and at S-foot. depth intervals thereafter. Each sample was removed from the sampler in the field and was examined, packaged, and sealed far transportation to our laboratory for 1\u1her exam~tion and visuaJ classification. Groundwater levels were measured in the boreholes at the time of our field exploration. Subsurface conditions encountered in the borings are shown on the Test Boring Records in the Appendix. Descriptions ~f the soils encounteRd in the borings are accompanied by the Unified Soil Classification symbol (SP, SC, .etc.) based on. visual e~aminatioD. Stratification boundaries between soil types should be considered approximate. as the actual transition between soil types may be gradual. We have also provided soil parameters to assist in the design of the foundations for the . proposed mast arms. Borings B-1 and B-2 were perfo~ed near the location of the proposed mast arms. The soil parameters are tabulated and included in the Appendix. Auger BonDgs - We also perfoID1ed 4 auger borings to a depth range of 6.5 to 7 feet to deteID1ine existing and seasonal high water table and general soil types. The auger. borings Was perfoID1ed with the use of a thre~-inch diameter "bucket" hand auger. Samples were taken "continuously'" from the ground surface to a depth of five feet below the existing ground surface.elevation. Representative portions of these soil samples were sealed injars, labeled and transferred to our laboratory for classification. The approximate location of the hand auger borings is shown on Figure I in the Appendix. The subsurface conditions encountered in the borings are shown on the Test Boring Records in the Appendix. Descriptions of the soils encount~d in the borings are .accompanied by.the Unified Soil Classification symbol (SP, SC, etc.) based on visual examination. Stratification boUndaries between soil types should be considered approximate as the actual transition between soil types may be gradual. . Groundwater - The groundwater levels were observed in the hand auger borings at depths at"' . 3.7 to 4.6 feet below the existing ground surface. It should be noted that groundwater levels tend to fluctuate during periods of prolonged drought and extended rainta]} and may be affected by man-made influences. We estimate that due to the seasonal effect: the groundwater may rise one foot above the measur-ed levels recorded during this exploration. However: due to the I I e I I I I , '. ~ . " Beach WalJc . N&A Project No. T04-G-243 Page 3 . proxiniity of the site to the Gulf of Mexico and Clearwater Harbor there wiJJ some tidal iirlluence, which may be greater than the seasoDaJ effect. CLOSURE N&A appreciates the opportunity to submit this proposal and .we look forward to working with you on this project. If you have any questions or if~ can provide any additional information, please feel free to call us at your cODvenience. Sincerely, NODARSE & ASSOCIA TESt INC. ~~~ Senior Geotechnical Engineer Florida Registration No. 50774 ! O~-Oi-OS Craig . "J.t. etf( P .E. Senior Geotechnical Engineer Florida Registration No. 60850 Appendix: Figure 1 - Field Exploration Plan Pavement Core Results Key to Symbols Soil Test Boring Records Estimated Soil Parameters Distribution: 2 - Addressee I - File G:\GEOlECH\2004\TlW-G-24J 8acb WIIl\TIM-G-243 R....doc -:;t'.~ - I' I. ,U (e L APPENDIX e . -'i.:,:~. . ., ~. 19CA nON PLAN HORIZONTAl. SCALf; /H. rm I o 100 200 '..: .i \Il' I ~ .---" .' -- "7 I , ~ .=~ rEST 8OR1NCl ~ LOCA1IOH Of +MIClEftIlOftlNO APPROx.n: LOCAlION Of .. PAWEMENT COlI[ - Sl.W -CMA -.r: NOTED _. 1-211-0~ f1EU) EXPLORATION PlAN BEACH WAlK CLfARWATER. f'LORIDA N?~.R,~E... - HIl: T04-0-243 ,flCURE: I eJ .J ., I. U '. , ~ . rt1 PavemeDt Core Results Beach Walk. - Clearwater, Florida N&A Project No. T04-G-243 Core LocatioD Asphalt nicJmess SheD Base Thickness PerceDt Bitumen (iDebesl (in ch esl C-l 8 6-1/2 - C-2 9 7 . 7.54 . C-3 8 5 - C-4 5-]/2 6 - C-5 5 6 - C-6 8- 114 5 - C~7 '8 6 ,7.40 C-8 2-3/8 7 -- C-9 3-7/8 5 - C-I0 2 5 - C-ll 7 8 - C-12 2-1/2 6 - C-13 2-5/8 6-1/2 - C-14 6 4 -- C-1S 2-1/2 6-1/2 -- C-16 2- 118 7 -- C-17 4 4 -- C-18 2-118 5 -- C-19 2-1/8 5 -- C-20 2-3/8 4 - C-21 9-1/2 2 - C-22* - - - C-23 7-1/2 8 7.41 C-24. 4-1/4 6 - C-25 2-1/2 5 8.09 C-26 2-114 6 - C-27 4 3-1/2 - C-28 3-114 6 - C-29 3 5 - C-30 2-3/4 5 7.31 C-31 3 5 - C-32 2-3/4 6 - C-33 ]-3/4 4 - C-34 2-118 4 -- C-35 5-3/4 4 - - C-36 4-]/2 5 6.96 C-37 4-1/2 5 -- C-38 3-1/2 5 -- C-39 4 6 8.04 - C-40 4 6 -- ;':.::0(9 *not 1Jerfo171U!d due to triJffic conditions. ~1: , I U ~ IIVID~L~ Symbol Description symbols Poorly graded sand HI1 . ...-. I~.. I I I Misc. r.. ~ . ~ Poorly graded sand with clay Silt Silty sand Weathered limestone High plasticity clay Poorly graded sand with silt . SYmbols Water table during dr;i.lling I --.......... .''0:..."''- I DEPTH (FT.) I- '-' I I I. (e L. e ", DESCRIPJ'lON o Li&Ju lAY fiDe SAND (SP) 2 Bruwn fine SAND wi1b s.ome sbeII fnpacms (SP) 4 BruWD s1ipdy clayey SAND willa 5011II shell fragmeuu (SP-SC) Ii Gny fiDe SAND widl SODIC sbeII fnpDcDIS (~P) 8 Medium dcIIse pay fiDe SAND widl some sbeJl fraJDIUIS (51') 12 Very soflpy saudy saT (MI.) J7 Very loose gny Iiky SAND (SM) 27 Lipl bruwD weadlcRef UMESTONE (WLS) 30 B. -'--~ onDl! IEIWUIiII5U REMARKS: Groundwater encournered 813.5 feet. :~~::: . :.H~j. ~:i:: . .... --... ::::: :::::: . -... .... . :r "J:r.x ':l~ .".Z:I. :Z:l ::;::: :;::: ::~::: :::: :. .-. . ...... .... . ::::: .. .- .- .- ...... ..... ..-. . . .... -:::!:: .... . {~~~ . PENETRATION. BLOWStFOOT o 10 20 30. 40 60. 80. 12 . - . . . . . 16 4 .~ 8 9 11 2 16 20 WOHI1S- , 24 2 28 BORING NUMBER DATE DRD...LED PROJECT ~'1JMBER PROJECT PAGE] OF] TB-l 01l07/0S T04-G-243 Beach Walk u.a- r F ! ~ 0 GIIY .. SAND willa nee of aU frqmcms (SP) r. L.-, . " DESCRIPTION 2 ~ IllY fiDe SAND witb some sheD frapDcnlS 6 Loose pay .. SAND wirb some shell ma~ (SP) J7 Very loose II'IY silry SAND Wi1b some sbeU frapIeDIs (SM) 24.5 rum peeJl CLAY (CH) 27 SIiff BreeD siipdy sandy CLAY (CH) 30 BoriD& rermiDalal REMARKS: Groundwater encounlered al 3 feet. . PENETRATION. BLOWSIFOOT . .. ...... ...... :.::: : .. .. t~~~ '.~::. ..... '::: : ::-....: : :: ~ : . .... .':::': ~~~l: ::::: ..... .. ., . ...- .::::: I:::: .::::'; '::::' ~~~~ :.~}!. .... . ~~~y /:::'i ;1'1 o 10 20 30 40 60 80 4 " - - . . - - . . - ,-'.ji: 11 ~ 8 5 5 12 7 16 20 2 24 5 28 BORING NUMBER DA TE DRD...LED PROJECT NUMBER PROJECT 1B-2 01/07/05 104-G-243 Beach Walk , DEPI'B. DESCRIPl'ION . (FJ' .) r _ 0 Light InoWD fiDe SAND wiIb sbeU fnpacDts (SP) l..I Ie L 4 LiBht pay fiDe SAND wiIb sbeD fDpIems (SP) ., Very Joose pay fiDe SAND wida nee of sbeD flapJems (sp) 8 Very Joose ,ray fiDe SAND wida IODa sbeD frapleDa (SP) J2 Loose ,JaY sill)' SAND willi IOIIIC sbeIl frqmcas (SM) 15 Borina ICnDiDared e REMARKS. Groundwater encountered II 4 feet. ,,; .. .. .. .. ...... .... . .... . .... . . :::: i€;E1 .: .. :::::: ~:: :~ :::::: :.::: : :?;::: ..... .:i'::" '-'" :::: :. .. .- ..... . :i:: ;; {ni~' :::!:: : ~i ~! :~~.: . I... .:i': :. .-... .... . :::: i ::;::: ~::: ~ 20 24 28 . PENETRATION. BLOWSIFOOT o 4 8 - ~ 10 20 30.40 60' 80' . .v. 3 2 . 6 . . 12 16 BORING NUMBER DATE DRD..,LED PROJECT NUMBER PROJECT PAGE] OF 1 TB-3 01/07/05 T04-G-243 Beach Walk '" '.;,:.-;:o.4-~..:... ..~.:...';:'; ..;..-:....;-..-;.......... ...........~.. . ....:- .-". _ _...... h l..w~' C-'.l I I DESCRIPJ'JON I. 0 u,Ju brown (me SAND wiIb &beD frqmcDu (SP) :: :: ...... .... . .... . .... . :: :: ...... .... . .... . 2 .... . LiBhlIJIY fiDe SAND wiIb shell frapnems IIId ~'~i~ nee of day (SP) .... .. ., ,- .-. . 4 l{;~? Gray fiDe SAND wiIb sbcJI frqmems (SP) .. ,- '" . {~1rf' :~::: ~"mZ" . -... ~mf :::: ;- :?;::: ~mf 2 :::: : Medium deDse IiJhI brDWD fiDe $ANI) widI sheD ... . .-. . m,meDIS (SP) .:::: ':' om:, ...... ~~_::: j ". . ....... , .,.oo .. Boring rermiDamd .. r 1 ..1 '--' . REMARKS: Groundwater encountered al 5 feel. wi . PENETRATION. BLOWSIFOOT o 10 20 30 40 60 80 4 ... - ~ . . -.:~ 22 ~ 8 2 3 12 16 20 24 28 BORING NUMBER DATE DRlLLED PROJECT NUMBER 'PRnn;orT 'D__....'- "'....11. 'i '. DEPJ'B fI'.. (Fl.) U I I I I I I I. f . U I I I r. . .;' DESCRIPTION 0 Ugbl,fty fiDe SAND will abeD (SP) .. .- 'a::::. .... . :.::: : :1 :: ...... .... . .... . .... . .. ., .. .. ...... .... . :.::: : " ., :::::: 4 :.::: : Medium dcDse ... pay fiDe SAND willa sbeD (SP) .... . . :::: ::::': ..... ':::: ., ., :~:.: ..... ":':.. . .1.. ..... . if;: : :: :: ::::': :::: i .. .. ...... ..... a:::: ...... ::i: : :1 :: I::::: .~m~ ~H~~ :i:: ...... .... . ..... .... . .. ., .- .. l:::':' 5 ,'":': .. Boriq wmiDaIed . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 SO. o::-~ 4 . 14 8 - - 15 . 12 12 16 20 24 28 . 13 REMARKS: Groundwater cnC:OUDICrcd 81 3 feel. BORING NUMBER DATE DRn..LED PROJECT NUMBER PROJECT P At::'F 1 nli' 1 TB-5 . 01107/05 T04-0-243 Beach Walk I DEPJ'B .,-r> I{~ . I~ 0 J.iPt pay fiDe SAND wiIb sbeII fnpIeDa (Sf) 2 BmwD fiDe SAND widl some sIIel1 (SP) DESCJUPTJON 4 lion fiDe SAND willa nee of sheD m,mcDlS (SP) 6 Medium dcIIsc pay fiDe SAND willa SOJDC sheD ~meDII (SP) 8 DeDse npl~y _ SAND wida D'ICC sheD fJqmeDIS (SP) '. 2 Very loose 1ft)' silly SAND wiIb nee of IbcII trqmnall (SM) . ~ 7 Medium dense ,ray sIlPd7 silly SAND wiIb aace . of sbcll frqmcms (SP-SM) 20 Borinltcnninaa=d . REMARKS: Groundwater enc:oumeral al 3 feet. ~ !~~f .-. . if;;Y ... ., .- ...... .... . :::: : ~.~;~ . .- ,- ...... ~::~:. {?~;~ ~~g .. . ..: ::. :::: : . .... .- .- ... ..... .1E!. '0' ... .' ... ~ ':0: .T171 on:.:. .i;~, 'U)~ . ii ;:. I,:n:a '=.::.:.. . PENETRATION. BLOWSIFOOT o 10 20 30 . 40 60 80 4' - . . - ~ 11 ~ 8 19 37 12 3 16 20 24 28 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT TB-6 o 1/07l0S T04-G-243 Beacb Walk ft.a.~~ .. II'"'t.'r-t.. r I DEYJ'B ,. (m ~ I I I ,- r DESCRIPJ'ION (. L 0 ..Dot browu fiDe SAND wiIh aace of sbell (5P) .... . ... . .... . 0.' Light browu fiDe SAND willa sbeD (SP) . .... l~i~. .... .:1:;:: -:::.- -:::::: . -... ~._:::.. :::~:: ~~Ht 7 :;:: ; BoriDa ImDiDaIed 0 . PENE1'RA nON - BLOWSIFOOT o 10 20 30; 40 60 80 n. ...,. , 10 l' 20 25 30 3S . REMARKS- GrouDdwarcr CJJCO\IDleRd If 3.7 feel. BORING NUMBER DATE DRn.1 .ED PROJECT NmmER PROJECT P4~1i' 1 0'1:' 1 .. AB-l 0]/31/0' T04-G-243 Beach Walk :-".r..':'.. ... - . I~ L) T.) I DESCRIPI10N I 0 LiJht ,ra)' fiDe SAND' (51) ":i :: ... ... .... . . -... .... . 2 ::. : LiJht brDwD fiDe SAND witb sbcD (SP) .... . .. .. .. .- .-... .... . ..... .... . .. .. 4 " . Gny fiDe SAND willi sheU (SP) .... . .. .. .. .. ...... .' ..... .... . .. .. .. -' ..... . .... . .... . .... . 7 ... . BoriqlClllliDared . L, . REMARKS: ~ Groundwater encountered 81 4.5. feel. . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 s -i- 10 15 20 25 30 35 .... .i BORING NUMBER DATE DRD..LED ~ I DEPTH ~.l I I I I r te ~ e wi DESCRIPI'lON 0 BI1IWD fiDe SAND widl1rla of sheD (SP) .. .- ':::::: :::: : 1.5 Lisbt browD fine SAND widl sbcI1 (SP) .::::. ::i; : :E~:: . I,.. 4 .... . OrecD-lJlY siipdy silly SAND willa sbcD (SPoSM) IrlJi: , II I' Oreca-pay fiDe SAND 1riIb sbcI1 (SP) .... . II II :::::: 7 ::; : i BoriDllCrmiDBred : , . PENETRATION - BLOWSIFOOT. o .S 10 IS 20 25. .30 ;35 10 20 30 40 .. 60 80 ~ REMARKS: GroundwalCr encountered at 4.6 feet. BORING NUMBER DATE"DRlLLED PROJECT NUMBER PROJECT D .. I"'C' 'I n'C' 'I AB-3 01/31/05 T04-G-243 Beach Walk ~~~- _.. ":.._...;, ~.~. 1.2J1I ( IT.) ILJ DESCRIPTlON I 0 ~Duk bruwD fiDe SAND wilb aace of sheD CSPl ~. .. .. .... 0.5 LIght blOWll fine SAND willi sheD (SP) :~~:: :::: : 3 {~~~ G181 aad Jipt broWD fiDe SAND with sheD (SP) .... .... ...... ..... .... . ... . :~::: 7 {m~ BoriDa wmiDarId I . ( ~ . . PENETRATION - BLOWSIFOOT o ] 0 20 30 40 60 80 10 - ~.f ~ ~ 5 15 20 2S 30 35 .t ,.I REMARKS: Groundwater encoumered at 4.2 feet. BORING NUMBER DATE DRlLLED AB4 01/31/05 Dun 1'1:'1"'7' ".n ". ............. "'-'n... ,.. "..'" -- ~ ~ I I I I I , ,. I ~ . " Estimated SoD Properties Beacb Walk Clearwater, Florida N&A Project No. T04-G-243 DEPTH ANGLE OF TOTAL SOIL COHESJ COEFFICIENT OF COEmCIENT OF FROM - TO INTERNAL DENSITY ON(PSF) ACTIVE EARm. PASSIVE EARTH (rr) FJUcnON (PCP) PRESSURE PRESSVRI: Boring TB-l - Mast Arm boliDg at the iDtenectioD of Gulmew Blvd. aDd CoroDado Drive 0-4 30 115 0 0.33 3.00 4-6 29 110 0 0.35 2.88 6-]2 32 120 0 0.3] 3.25 12-17 O' 110 200 1.00 1.00 17-27 26 105 O. 0.39 2.56 27-30 0 120 2000 1.00 1.00 BoriDg TB-2 - Mast Arm boring at the iDtenectioD of Gu)fview Blvd. aDd HamdeD Drive 0-]7 30 115 0 0.33 3.00 17-24.5 26 ]05 0 0.39 2.56 24.5-30 0 1 ]5 800 1.00 1.00 -.~~.. . -:~. v January 28, 2005 RECEIVE.D P B S J. I r.; c. TAMPA . , I Mr. Michael. Saltzman PrQject Manager Post Buckley Schub & Jernigan 5300 West Cypress Street Suite 200 Tampa. FL 33607-1784 JAN 31 2005 I = FILE I Re: Beacbwalk Project Subsurface Utility Engineering Services Dear ~r. Saltzman: . ! \.J TBE is pleased to bave completed the Subsurface Utility Engineering (SUE) serw'ices for this imponant project within budget and on schedule. Pursuant to your request. we Me enclosing the final documentation of the SUE data tor your tiles. I have revised the scope document to represent our true etToTt in meeting the e:'tpanded project goals (additional test holes), while maintaining the not to exceed budget:Jry limit. We hope that this infonnation satisfies your documentation requests. If you should have nmher questions~ please contact me directly at 727-43 I-J6'C. Sincerely, TB#~, R. Peter Stasis. PE Project M:1n3ger RPS :pms Cc: J. Stanley! TBE File . -~..t. .., .......::;- ~ (j;I.CL WoI I JO\UTIL.GeN-'RPS'.PBSJC l)mpl~ltllr.I.:!lIl~.J,,,' ':lAn D""II DI,..,..,-\ 01,..,... ('. .:.6_ ""nn ,"",1_ _ ~ate: - TBE Project No.: Oent ProJ. No.: ( )rk Order No.: 12/20/04 0034500600 NA 00 S. Gu/fview Blvd. Subsurface Utility Engineering Test Hole Field Data Vac Truck/Traller No.: VT-231 g~€~ fflf ~~--! SUE Cre~: w.u,RS,LP Cleillrwater,Fl City/State: Tal GROUP Location: e: Electrical Gas Une Buried TeJephcme Fiber Optic Cable Water Sanitary Sewer - Storm Sewer TV- Cable Television M- Force Main RW- Reclaimed Water L - Street Ught Traffic signal Fuef Une Unknown P_ EXPLORATORY . Test Hole Test UtIlity Date Hole Type No. TBE Office: aEARWATER,FL Units: [ et Measured From: 1- Steel Edge of Pavement 20- Sleeve - PVC (Polyvinyl Chloride) Baseline 21- Hub/Lathe - DIP (Ductile Iron PIpe) RIght-of-Way 22- NaiVDlsk. VCP (Vitrffied Clay Pipe) Centerline - .X. In Concrete PE (Polyethylene Pipe) - Bade of Curb 4- SIRC ~.. AC (Transite) Survey Hub 5-6" PVC ING - a (Cast Iron) -r In Conaete 6- - DBC (Direct Buried Cable) Swi~ Ties Canc:retePlpe Ref. nt in Driveway Note: 22-Set Nail and Disk 10- Corrugated Metal PIpe Stampecf "TBE REF. PT.. 11- Duct . 12- Fiberglass Note: 24-5et Iron Rod 11 CaD 13- Unknown Stamped --mE REF. PT.. 14- 5- Utility UtIlity Station Cross Utility ID'd By Surface Pmv Material Size Sectional Direction Type Thi~ 0.0. View N ne$ ft. oJ m.CJ I i~. ( L R mm.( 7 6" 106+00 24.9' 37/31 1.37' 0 22 A 2" 1 2" 106+00 22.1' 37/31 2.13' 0 ~. 22 A 2" 15 4" 105+46 20.0' 37/3.1 6.93' 0 '\a 22 A 2" 15 4" 107+83 20.5' 37/31 4.20' 0 ~ 23 NG NA 2 2" 107+83 24.3' . 37/31 1.75' 0 ~. 24 NG NA 1 2" 113+96 22.1' 37/31 1.90' 0 '\a 24 NG NA 7 6" 114+10 24.7' 37/31 2.25' 0 '\a 24 NG NA 1 2" 116+35 22.9' 37/31 1.38' 0 ~ 22 A 4" 7 6" 116+35 24.7' 37/31 1.10' 0 '\a 22 A 4" 2 4" 809+30 16.S' 37/31 1.61' 0 /' 24 NG -NA 16 2" 813+ 70 16.6' 37/31 2.35' 0 /' 24 NG NA 8 1.5" 813+70 19.5' 37/31 1.44' 0 /' 24 NG NA 3 8" 809+20 22.3' 37/31 1.98' 0 /' 22 A 4" 7 6" 809+20 20.5' 37/31 2.42' 0 /' 22 A 4" 1 2" 809+20 16.0' 37/31 2.55' 0 /' 22 A 4" 3 16" 809+20 14.8' 37/31 3.40' 0 1 22 A 4" 2 3" 107+83 21.7' 37/31 2.16' 0 " 24 NG NA 1 2" 813+52 14.8' 37/31 2.39' 0 22 -A 2" 7 6" 813+52 15.3' 37/31 2.35' 0 22 A 2" 3 8" 813+52 ]6.2' 37/31 2.06' 0 22 A 2" 12/20/04 1-1 WM /04 1-2 GM 20/04 1-3 RW 20/04 1-4 RW 12/20/04 1-5 15 12/20/04 1-6 GM 12/20/04 1-7 WM 12/20/04 1-8 GM 12/20/04 1-9 WM 12/20/04 1-10 BT 12/20/04 1-11 BT 12/20/04 1-12 BT 12/20/04 1-13 RW L2/20/04 1-14 WM [2/20/04 1-15 GM .2/20/04 1-16 WM 2/20/04 1-17 BE 2/21/04 1-18 GM 2 1-19 WM './04 1-20 RW !s: wi .- r:;hppt , n' .4 - - ,,------~ ... 'ate: TBE Project No.: nt ProJ. No.: ( 1< Order No.: d Name/No.: 12/21/04 0034500600 NA 00 Subsurface Utility Engineering Test Hole Field Data Vac Truck/Trailer No.: VT-231 ~~ ~= g~-~~ ~~=;c== SUE Cre"!: JltJ,RS,LP Claerwater,FL City/State: Coronado DR. Tal GROUP UtJll Material: Location: Units: Clearwater Beach TBE Office:. ClEARWATER,FL Metric L- Electrical 1- Steel Edge rI Pavement Sleeve Gas Une PVC (Polyvinyl Chloride) Baseline HublLathe Buried Telephone - DIP (Ductile Iron Pipe) RIght-rl-Way NaIVDlsk- fiber Optic Cable - VCP (Vitrified Clay Pipe) Centerline - -X" In Concrete Water PE (Polyethylene Pipe) - Back of Curb SIRC 5/8-.- - Sanitary Sewer AC (Transite) Survey Hub Storm Sewer - a (Cast Iron) T In Concrete :TV- Cable Television - DBC (Direct BUried Cable) SWI~TI8S Force Main Concrete Pipe Ref. Int In Drivewav Note: 22=Set Nail and Disk Reclaimed Water 10- Corrugated Metal Pipe Stamped "TBE REF. PT.- Street Ught 11- Duct -Note: 24-Set Iron ROd & Cap Traffic signal 12- Fiberglass Fuel Une 13- Unknown Stamped "TBE REF. PT.- Unknown 14- concrete cap ORATORY Test UtIlity Station Cross Utility JD'd By Surface Pmvn Hole Type Sectional Direction Type Thick No. View II ne55 ft.0 moO f in.~ L R mm.L 1-21 GM 1 4" 512+55 13.0' 37/31 o. 22 A 4" 04 1-22 BE 14 18" 512+55 16.5' 37/31 1.84' 22 A 4" ( 1 04 1-23 BT 2 4" 512+56 18S .' 37/31 0.90' 0 /' 22 A 4" ~ ~/04 1-24 RW 7 8" 512+56 12.8' 37/31 1.30' 0 /" 22 A 4" 21/04 1-25 UNK 1 2" 512+55 28.5' 37/31 1.55' 0 -c ~ 24 NG NA 12/21/04 1-26 WM 7 6" 512+55 30.0' 37/31 2.13' 0 --. 24 NG NA 12/21/04 1-21 WM 7 6" 107+83 27.Q' 37/31 1.20' 0 --. 23 NG NA 12/22/04 1-28 RW 3 8" Swing ne 2.60' 37/30 2.14' 0 -:ill 22 A 4" I l2/22/04 1-29 GM 1 4" Swing Tit! 0.40' 37/30 2.58' 0 ~ 23 A 3" .2/22/04 1-30 UNK 1 2" Swing ne 6.90' 37/30 0.80' 0 ~ 24 - NG NA... 2/22/04 1-31 BT 8 1/2" Swing ne 12.6' 37/30 1.52' 0 -:ill 24 NG NA 2/22/04 1-32 WM 2 6" Swing Tit! 15.5' 37/30 4.25' 0 ~ 24 NG NA 2/22/04 1-33 UNK 1 2" Swing ne 8.40' 37/30 1.42' 0 ~ 23 NG NA 2/22/04 1-34 UNK 1 2" Swing ne 8.00' 31/30 1.65' 0 -:ill 24 NG NA U22/04 1-35 BT 8 1/2 " Swing Tit! 9.00' 37/30 1.60' 0 ~ 24 NG NA !/22/04 1-36 UNK 1 2" Swing Tie 9.90' 37/30 1.46' 0 ~ 24 NG NA !/22/04 1-37 WM 2 6" Swing Tie 13.8' " 37/30 2.56' 0 -:ill 24 NG NA 122/04 1-38 FOe 2 2" Swing ne 18.7' 37/30 4.03' 0 ~ 24 ~~- NA I 1-39 FOe 2 2" Swing ne 19.9' 37/30 1.39' 0 , 24 NG NA 1-40 GM 1 4" Swing ne . 1.00' 37/30 1.75' 0 -:ill 23 NG NA Test Holes done at the intersection of coronado and brightwater do not have stationing. staioning was not found on the baseline of coronado. ,eet: 2 of 4 PreDared Bv: lP n'!!!!l+"'" ., ,-.. ,,...._ 'ate: . TeE Project No.: nt Proj. No.: ( .rfc Order No.: 12122/04 0034500600 NA 00 Coronado DR Subsurface Utility Engineering Vac Trudc/Traller No.: Test Hole Field Data VT-231 ~ ~ ~-=---=:- ~-~~ r::=-----=-:- _ ~,RS,LP SUE Crew: Clearwater, FL Otv/State: T8E GROUP Clearwater Beach English 0 Metric C Identified S : location: . . Units: Measured From: Electrical Gas LIne Burfed Telephone fiber Optic Cable Water . Sanitary Sewer - Storm Sewer :TV- Cable Television Force Main Reclaimed Water Street Ught Traffic signal Fuel Une Unknown _ EXPLORATORY Test Hole Test Utility Date Hole Type No. TBE ~ a.EARWATER,Fl 1- Steel - PVC (Polyvinyl Chloride) - DIP (Ductile Iron Pipe) - VCP (VItr1fiec1 Cay Pipe) - PE (Polvetttvlene Pipe) AC (Transite) - a (Cest Iron) - DBC (Direct Burled Cable) Concrete Pipe 10- Corrugated Metal Pipe 11- Duct 12- Flbergless 13- Unknown 14- Edge r:A Pavement BeseDne RIght-of-Wav Centerline Back of Curb Survey Hub -r In Concrete Swing -nes Ref. Point In Driveway Sleeve Hub/Lathe - NalVDisk" - "X" In Concrete SIRC 5/8-.. Note: 22-Set Nail and Disk Stamped -mE REF_PT.- . Note: 24-Set Iron R.od . CaD Stamped -mE REF: PT.- Surface Type: - Concrete . I Ground Offset Onset Manuel Cross DIstance From. Depth Sectional View Surface Pmvn Type Thick ne5$ In. L... m.L Station UtIlity ID'd By DIrection . It." m.o It. 0 L R m.o 1-41 RW 3 . 8" ne 0.60' 37 0 2.69' 0 '- 22 A 4" 1-42 BT 2 4" l1e 0.40' 37/30 1.95' e '- 22 A 4" !7/04 1-43 WM 7 16" Swin ne 17.8' 3730 3.45' 0 I 22 A 4" 7/04 1-44 BE 14 36" Swing ne 6.5" 37/30 4.25' l' 22 A 4" 7/04 1-45 GM 1 4" Swing ne .. 37/30 2.45' 0 23 NG NA 12/27/04 1-46 EXP ... ... Swing ne . 37/30 ... ... ... ... . ... 12/27/04 1-47 BE 14 24" Swing ne 7.10' 37/30 3.46' I 22 A 4" 12/27/04 1-48 WM 3 16" Swing ne 14.3' 37/30 3.18' e 22 A 4" 12/27/04 1-49 BE 14 24" Swing Tie 6.10' 37/30 3.72' 22 A 4" 12/27/04 1-50 WM 3 16" Swing l1e 14.5" 37/30 3.10' 0 22 A ~" L2/27/04 1-51 BE 14 . 24" Swing Tie 8.40' 37/30 5.28' 22 A 4" L2/28/04 1-52 WM 3 16" Swing Tie 13.9' 37/30 3.00' 0 22 A 4" [2/28/04 .1-53 BE 14 24" Swing 1le 5.80' 37/30 3.85' 22 A 4" 2/28/04 1-54 WM 7 8" Swing l1e . 37 1.68' 0 I 22 A 4" 2/28/04 1-55 BT 15 1.5' Swingl1e . 37 1.50' e I 22 A 4" 2/28/04 1-56 UNK 7 3" Swing TIe ... 37 1.90' 0 22 A 4" 2/28/04 1-57 EXP ... * Swing TIe . DID NOT FIND RW SPENT 1.5 HR LOOKING FOR IT. ... 2/2B/04 1-58 WM 7 8" Swing TIe . 37 1.77' 0 .23 --..r;; 4" ZI 1-59 WM 7 8" Swing TIe . 37 3.35' 0 24 NG NA ~/04 1-60 UNK 7 3" Swing Tie . 37 1.9B' 0 23 C 4" Test Hole No. 1-46 we spent two hours looking for an water main and cound not find it. - ............ '2 ..I A "'______-' __ _a_ I . VT-231 Date: 12/28/04 TBE Project No.: 0034500600 t Proj. No.: NA ( rk Order No.: 00 Coronado DR Subsurface Utility Engineering Vac Truck/Trailer No.: Te~ Hole Field Data =- ~ E=O =~ ra, GROUP TBE Office:' CLEARWATER,Fl Utlity Material: Electrical 1- Steel Edge of Pavement Gas Une - PVC (Polyvinyl Chloride) Baseline Burled Telephone - DJP (Ductile Jron Pipe) Right-of-Way Fiber Optic Cable - VCP (VitrIfIed Oay Pipe) Centerline Water - PE (Polyethylene Pipe) - Back of Curb Sanitary Sewer AC (Transite) Survey Hub - Storm Sewer - o (Cast Iron) "r In Concrete lV- Cable Television OBC (Direct Burled Cable) SWI"Bo T1es Force Main ConcretePfpe Ref. Int In Driveway Reclaimed Water 10- Corrugated Metal Pipe Street Ught 11- Duct Surface Type: Traffic signal 12- Fiberglass Fuel Une 13- Unknown As t Unknown 14- Concrete cap - Conaete - Leed tural Ground Test utility UtIlity utility Station Offset Manual Cross Hole Type Material Size From Depth Sectional No. 0.0. View ft. 0 m-D ft.[2J L R m.o 1-61 BE 14 30" Swin Tie . . 37. 3.9S' 1-62 WM 3 S" Swin Tie . . 37 0.90' 0 .8/04 1-63 GM 1 2i, Swin Tie - - 37 1.20' 0 .8/04 1-64 WM 3 8" Swing Tie . - 37 2.31' 0 12/28/04 1-65 RW 3 8" Swing Tie - - 37 ,1.72' 0 12/28/04 1-66 GM 1 6" Swing Tie . - 37 2.57' 0 L2/28/04 1-67 GM 1 4" Swing Tie . . 37 3.38' 0 l2/28/04 1-68 WM 3 S" Swing Tie . - 37 1.45' 0 ,2/28/04 1-69 RW 16 8" Swing Tie . . 37 O.SS' 0 2/29/04 1-70 GM 1 4" Swing Tie . . 37 .1.35' 0 2/29/04 1-71 BT 15 I" Swing Tie . . 37 1.10' 0 2/29/04 1-72 BT 8 I" Swing Tie . . 37 1.43' 0 2129/04 1-73 BE 14 24" Swing Tie . . 37 3.70' Z/29/04 1-74 WM 3 16" Swing Tie - . 37 4.57' 0 Z/29/04 1-75 BE 14 24" Swing Tie . . 37 3.13' !/29/04 1-76 WM :3 16" Swing Tie . . 37 3.24' 0 !/29/04 1-77 RW 5 8" Swing Tie . - 37' 3.74' 0 129 1-78 WM 3 16" Swing Tie . - 37 3.35' 0 I 1-79 BE 8 I" Swing Tie e . 37 6.37' 0 SOE Crew: ~,RS,I,.P Clea~ater,FL Clty/S~te: Location: OeaMater Beach Units: English 0 Metric 0 Identified B : Sleeve Hub/Lathe Nail/Disk- .X. In Concrete SIRC S/8".. Note: 22-Set Nail arad Disk Stamped "TeE REF. PT." . Note: 24-Set Iron ROd a CaP Stamped "TBE REF. PT.. Utility Direction . JD'd By Surface Type Pmvn; Thick ness in. ~ mm.L f - 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A -4" . 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 A 4" 22 4 4" -=t: ~. 22 A 4" - t t t t t t t ., . LEGENQ.: ~ S.U.E. LOCATION PBS&J.CIVIL PAGE 83 ~ "'1 N o !. ~. --: =: ffi f~ CE ; Qc -.----i ~ ~ . to - u.. ....J 10 20 ----" SCALE :- '--2D I -~ ~ - -. o 8 ~~ """" o ..... ~ o$i~ o~ @ I~~~ Cl. .c( V) In ~ <..r O!:: 0 w """" 0::' <0 a::: a::: If) (B:O .- . ~:zx, ;"=U<WO) C\I ~r= ~ ~ ~ . '0 ...J ::J IX) U. 4,,..,<00 -.J-.J o N N __ P"lIlb ~ WDDb ~ . .~. ". -..:?;.;. CITY OF CLEARWATER. FLORIDA IlTn I'T'\I' ,..n...~ ..-rr 0IIIIIIrl 111f1'1AH1 1IfWGlI:Mr.: . Q/IlII -- 1~/lb/28841S:42 8132861287 PB5&J CIVIL ~O~ ~ ./ - - Cc-ij) - -\J ""'"- - UG -.;;;;;;;;;;- ~ ::-- ---- === C5:~~D ~ -- -~ ---~ - Sl - - - .-. "\ r; .. I I f <' ~ ..':". ...~ I ,..,., N ci lUIIIJ _ =. .,-,.. )1lIII r-~ 1""\1:: ". earl'a.........., ~I ^....IP'It.. ....... ~ ,.........._. .....__ P AGE 84 - "- O:x: <z 2<( o ';- e::: ~ o UO ~ -0:: N_ N~ to 20 1-0..0 ..I/Il.a.IL -- ~ W 2 10 . ~ , II ~ Ul W 0" ~ .... . LfGOlD; ) S.U.E. to \r~ J' 17~ '\ CIIIlI f!IUIll - -, CITY OF CLEARWATER. FLORIDA UTILITY CONFliCTS r~c. Oil ~ ----- -.~~. f- A: C) }; , o to 20 E; '.=20 -...,... ... -':' ~ I,'tzJlDa " . tt: (0. It; a ~ OJ~ 10 L o ~ o 10 20 , ~ /' . s~: '--20 / ~ /' .' G:J't" /' /~ __ _.. " d'._ ._____ ... ;/ // ,.,./ ~ ) S.U.E. LOCATION o ~-- /\, . () "- ~;' . '. - '^,..a..._......_ ~'11f!)1IM. , "-- - CITY OF CLEARWATER. A.ORIDA PUBLIC WORkS ADMINISTRATION UTILITY CONFLICTS '--1. 00/ //1" ! i . I . i ~ / ~ 1/ . <<:::1/ / ~/;' I ,'/ i I / . . I /~ II ' 0 ~O 1 : I 0j1: '.~2D . t(E~'DP tONe .I,we P,Ji- ....:.-7. /- . I I / ; I I l. .~I t. 2 S.U.E. HOLES 1 ReV 1 UG ~.J IIf1'f# I ;"'llrd "N\ Cz."" r- - .. - CITY OF CLEARWATER. FLORIDA - ~ III ~'" PIll. ._.. . - UTn 'TV ,..^~._. . _ ~ '11D'~ r-I-lbl:. .L ~ . ---- -..-- r H'X:. J. b Q- ~-. -<{' :XI J r) ~ ~ E;.. Cll; C::>> ~ fF /1- to/I 20 rwr-~"..r/lffl / C-3 I.j. ~ --'.~"~ - - CITY OF C~RWATER. FlORIDA a. .... a_ ....__ UTILITY CO"'~I IrTC::: __ -1IJ!r'.&I!If ~ r...~ D~ ........ . 4~ ;Q ~ e.- ~ C;) ~ 20 ____i ~ ) S.UL lOCATION to QDr ..~~.~~.~_l~~WATER. FLORIDA IIIIlII:r UTILI1'\' r:nN~III"'''c:' =:., UMID. ~~ .1IUUI. I ~ n I : ~ ~ 00 ~'T1 00 :or- '" ~. 'JJ ;;u ~ ~ , ; ;;f ~ ;;u ') . 4 'TI J r- .0 1:0 fg c: -4 ;= ~ n o z "TI ,.... n -4 en - II ~ rr: /' tI,..., . :z ~ S' r..... . . . -('.- , , .~ ~ I --- 1.1 (,I ., ~~!1 ~~ {I'I" -..::'.. . '.~, . .; .;~ -- I': j! ,,' ~-~-....-~ I P . ~~...~..~'/ ., . ~"'''''::::':.:~. /1 'I g/ . -..& -. 170 ~ ....-. ~ (". "'-'" -.... (III -~ ...... . '. l~ .321 CORONADO DR _~ 0 ANTHONY N. AMICO JfC P DUPLEX J 08/29/15/17586/001/0060 .317 CO LASAl DUPl 08h 9/15/17586/001/0050 l~ (ef ..,f - '" lJ -'---- N ADO DR. ----...__.____ NA T10NAL BANK TRE _______ I\) a._...__ ~ -Q t; 315..C( ONADO ~.o R r H SEAGO SPARTNERSHIP MOTtl. HOTEl. 08/29 .'1~/1 i586/001/0n~l(', , ,"" J t., ~~/~O/~~~q l4:4b ~1~28612e7 PBS&J CIVIL PAGE 87 .y ( "", \ """ !e l,. . . ~ rv tLl/rl> Fit."", tA4rof~ ~..,."" ~. - ~fW& T ~ S.U.E. lOCATION 1 o. @ S Q: '"'_oC- - ;::, 1tIII:a.=.~ '-,n:mar ~1:'1T'V ne "" ~. _.__-- I.... ! ....... ).- \ -..... I : r- ---- kC '" q ; ~ I I I I ! i I ! ~ I S[CON ?! R[[T . ~, , ~. . LJ, . 1 ,. - " I ! " I :0 n C "" :3 ...-.- .. 1 w z f I .J ~f I I 11III 1II:IiI::"I" -ss II1lIIT : ,..,.,..,,..~ _. _. _. c :-.:sr.lrIII'& .. - " ---- . - S7- I -:-- ; I f I"\:J~ 15 , , ; ! i I I ; I , , ; ;) I Is I f$ INQUI :z:: I-.. Q:: ~ -- - - 20 L <:::J: r' ~PA , ,",,4.0 - . '&...I" SCALE: '''-40 S7- - $7__ -- i~1 /1 f ~ ; , 0J o o ru ----i . ---.---. ; a...i :::t , I j . , I I -';!.~. -----. G 0: o S. .E. LOCATION , r_ .1n."l1Aa I ~. " I :\ / , 'I I .... to . _ ,. :( '-:' /1,'...... ., " \;.,< .1 I :~ I . II I I O'8~ -," I - r~n I I ., ~,""') f't ,.., ':,: I t._ 0,. . I , I ID,.~ l'1M It1 L is~~ Pol r J - V ----_ IJ ~.- 1.1 : '-, "'0, ..'II ,: ..::~ .~ '. ~.. ',:.. : . .. '- ~ ------- 1.1 )_.___._..... , ~ ~ (Q - IUDII .... ~ (Q ;.... 0 IV) i? ...,. t.kEGf~ --00f'i- !J ::' -0 S.U.r. lOCATION 4. -.J CITY OF ClEARWATER, FlORIDA UTILITY CONFLICTS ....... 1111:",. ......... . -....!IIIo1U.II!. -- IIlIII:Io _ - ENGINFr=~I~r- .~ , ~. Q' ~o ~ c' @ 8 ~ ::s;: o -S o (k-. % 0 "Q 9J Q' (:) 11- 7.).~ ~ ~ (9 ;;.' 'tAr -'" ~ ~ Y'd: ~ o 7~ ..p t=: J.;;. ""- ~ "5- L fo.. '? u- - C' :J: & \.:) U' ~ ~ Q:; ~?;: U' ","0 Q J.......lf <:> ~ 4.' ~ V] S (;j \rl ~ .~ ~/iY ~ .~ /> 1\,0. (g O. @ I..u 8- 0' ~ I ~ , ':;I- rv I..,.. ....., 70 b 711#/-" o , 10 20 -A SCALE ~ '--zo - ~~N' 9, . S.U.E. LOCATION UIII UTILITY CON~I ''''T~ '- '_I!- I. 11~"ft. 1:...- ~ f ,; - r L t ... ,,~ - 20 51 78"SAN- ~ " DIP 0 0.2J% ~ ~ ~ "-oJ o o <)- ~...J ~ crU o-;...J U <N - ~1- '" OOWlXJ ~ ...J cr 0 ':"()JJI1-ZS q -....~ o N o ~ o o ~ -::/';t . .u crz 1""1- ........ CITY OF CLEARWATER. FLORIDA UTILITY cnJ\J~r ......_ PUBLIC WORKS ADAAlIl.lI~""" _. _ . I =:t.,. -1lnJ~ , _ __ _~_ /(,., ~ , ri J ~ ' :f ,,-, ::z: ... a: o ~ 20 b. o 20 '40 -='. if .l SCALE : 1"~40 ;;;; CORCeJAC ; NOM IR ,\AI..:A TO .\AOTEl/HCTEL 08/29/15/~7~ ...-..... .. "'--- S~ e- ll"" :l i:' :r-r :: o c <( w_ z:.nl- 0<(01/") 6~~- U~-'O'l rv W ~""'I- .;~c :"')=?~ , i '- I I Fn/\ UlIl "!SI l"/PIl(fi 511l[(l ~"" JGll ''-' 'LI8Ot JJ&a7 QOI 0lIlIUI CITY OF CLEARWATER. FLORIDA UTILITY CONFLICTS . .. ..~[ ^ fj?' ~rtJ'fT'" ^ TIQr J ENGINEERING ! CORONADO & SRIGHTWATER 1= I, ; , 11107/01 ,... 010, JIIl1AlI!. -- I:=:--:= i : SH(fi 2,1:~ '. i 1 I i'4~ fa . RMkI) ~ eEN4F~ . t>P~.1lJc.. .. ...... - .< ~ .Q 71 ~ I /~ j- ::x: I i :t: (.... It: Q ~ , ". 20 40 1 .-40 , , "" ~ " LEGEND: S.UL LOCATION /' / " -'''-t'': Iv '" I lUIII lJllllII[SI ~ SIIUT I""JIlIJ "'- rlJlllllo JJI01 NlIIICI CITY OF CLEARWATER. FLORIDA UTILITY CONFLICTS - -- , I .1 : lIDJm,. '...lWO. ~ -- DC5IQlrO _ r~CIl[II_ ENGINEERING HAMDEN & GUlFVIEW ;.. . SI-I[(i !..: = "f~ It o /! J ~ < /5, ~ J, If' fci LEGEND - ,~ I: Ii 0 SU.L LOCATION I )) I I " .--- w.,; ~..=;~- ~ ::;::-- 34- d.:l . N........ ...,._ "')'-' I '.__ ~I I, ,-' "-' - "'-. -/ ' ., ; l:ii . , \::& I :.- CSZ. ~ <(Ii .VI : ; . ., ~ I 20 12" ~CP ~Ol 4(; .- f... .' Ii . :1 (I; : ;1 'J! ~ I :;, .if ; / I ~ CO : ;! ?""-: : t -i. /j ~ ." @ 'ct ~ Q:: i:' - . i. CO " j:: .~'. l.&... -.J , Ii: / /; Q:J L ..: .;:" QIJII j- I~ : llt11l0. r.-~ -- 1.lIlO 0[51 mwrs! $lII[lI CITY OF CLEARWATER, FlORIDA I UTILITY CONFLICTS i' IlDDn _ SlIII , ' Ot:0lIII _ ... /II m., , . ! SHf['l 1:>/16 ENGINEERING CORONADO & GUlFVIEW ! , ~ TBE GROUp, INC- ."727) 531-3505 . FAX (727)431-1701 '.~ TO: ,",uu ri::t'1\ r-,ace tslvd., Suite 300 ClealWater, FL 33759 Engineers · Planners TRANSM lIT AL PBS&] 5300 West Cypress Street, Suite 200 Tampa, FL 33607-1784 DATE: April 19, 2005 FPID No.: CC34S - CCl,e 0 I ATTENTION: Michael Saltzman RE: Clearwater Beach Walk SUE Submittal WE ARE SENDING YOU ! AIlachod via 0 1ST CLASS MAIL Il!J OVERNIGIfT OCOURIER 0 PICK-UP Ihe fonOWing ne" o Prints o Plans o Sketches o Agreement o Shop Drawings o Samples o Letter o Report o Change Order o Specifications o Diskette CJ COPIES DATE DESCRIPTION Test Hole Data Sheets Field Drawin s THESE ARE TRANSMITTED as checked below:. CJ For approval !S For your use CJ As requested CJ For review and comments o For your information o Submit _ copies for distribution CJ Retum _ COrrected prints CJ CJ No exceptions taken o Revise and resubmit o Rejected REMARKS: -.....'~.:.:: r.. l JPY TO: SIGNED: 9O>f~ jl.Ja[e: TeE Project No.: Client Proj. No.: ~ '\Iork Order No.: t!J I ~oad Name/No.: (/:111\. .11"",; neV()/V I , Utility Type: UtilitY Material: E- Electrical G- Gas Une BT- Buried Telephone FOC., Fiber Optic Cable w- Water SAN- Sanitary Sewer STM- Storm Sewer CAlV- Cable Television FM- Force Main RW- Reclaimed Water SL- Street Ught ~S- Traffic signal FL- Fuel Une UNK- Unknown Iother- Test Hole Date, Test Hole No. Utility Type t:'3~_n'i 12./ ?~I m ...t)" ~ Ip~ UN 1< ~!_OS~.s 'N~ , 7.:- D!.1p-4 R "'-> 1.)J, (: ,:- :0..5 Rw O~-O~-O'\ Subsurface Utility Engineering Test Hole Field Data .- TBE GROUP fY'I.J J.I$ 0 0 (,() I JJIJJ TBE Offic;e: 1- Steel 2- PVC (Polyvinyl, Chloride) 3- DIP (Ductile Iron Pipe) 4- VCP (Vitrified Clay Pipe) S- PE (PoIvethylene Pipe) 6- AC (Transite) 7- 0 (Cast Iron) s- DBC (Direct Buried Cable) 9- Concrete Pipe 10- Corrugated Metal Pipe 11- Duct 12- Fiberglass 13- Unknown 14- r15- . Utility Utility Station Material Size IlO.D.' r- 'n. ~ mm..... .3 7' '7 -3 ..3 12" fs'WINct.Iif:" '~" ,. -" t.. 1\ " ,. 'O' J L"" " .fa .. " ,\ ft.O m.Q , L R Offset Measured From: 30- 131- 132- 33- 34- 35- 136- 137- 138- :$!I- Edge of Pavement Baseline Right-of-Way Centerline Back of Curb Survey Hub -X- in Concrete Swing lies Ref. Point in Drivewav Vac Truck/Trailer No.: ~ T S'.,~;; i SUE Crew: J,'t.)f ~;5. I) j) . CitV/St~t~: {!/{((/('/' tL~ 'Ii ~ ;: t.. ? ' Location: ( Idiia./J..-J,itt: ,11fi.D Units: English 0 Metric [ [ Identified By: 20- 21- 22- 23- 24- 25- 26- Sleeve Hub/lathe Nail/Disk- -X. in Concrete SIRC 5/8.... 10 Note: 22=Set Nail and Disk Stamped "TBf REf. PT.' I.. Note: 24=Set Iron Rod & Cap Stamped "TeE REf. PT." Cross Sectional View Utility Direction N ~*f 5 IO'd By Surface Pmvnt. Type Thick- ness in. 0 mm.O IlBE Projea No.: Client Prcj. No.: Work Order No.: Dad Name/No.: - -... ~UU:ltu"ace Utility Engineering Test Hole Field Data Vac Truck/Trailer No.: rr 55~31 0034/.5.o0fDOI SUE Crew: #~. ?;{. LJ 1/ City/Stab!: c:?k~p~, .ci. TBI GROUP Location: ('l"~~~ R /1,",1 TBE Office: ClEARWATfR,Fl Units: English 0 . Metric ( . .;:, ~:(j)ffSetMeasured From:' Identified B : . . ~'j3;:~- ,~';:~_.. ., ~ - - 1!1~.. . . J... r fn.:Concrete -"., :::'.J.ea~:iifitvrb""':' ;:.:. " ''4.;.. '..... ........ 1.':' . ';:t~.~.. " ':"; ", !. r.' .. ~I~G.SI8 "'~:~"~~t;1:~'i:~~~r:;~~~ . :' '. : ;.<.Sumce:Type: ,.,:; .. ~. .....". .. " :.. .'. ..., . . .c' .h ...r.......:.. . .... ..... .... 'Note:'2".~Set-..lrpn:Rocf&CaD. ': '):~~{'~&~-,;;,,;ibi ~ ;'~2~;.r:;,~::~;j c~~ --- ~ -- --- --- --- ---~ " , Station II " o o o o " " " "0;.-..:-- ~ Prepared By;R Oate:1. I '15 Checked By:MAA J:OOC-A\UTIL.GEMNatManual\AppendixIT op 1 OF ormslTH NoDrnnnnwn ..Ir Date: Sheet;l of;l_ ., -... l ; .. . \.......;1 ~;irP ,.-- :; ,/ "" ~:._- ; ; I .... I :;) ::Ii I " * :: . I f..! , I ft , I I "" o :t f.,. Q: C) ~ " , i ; , ! 20 f ~ , / I J '0 .' I ",J ; / SCAl.e ; i 7H "'.1-01- , i 20 :~--::.:-. .__._._~~-_.--._~-- --- . -....::.,..--... - J.rJ -'- .... .........-... SA 18.0' 4-.~ 5..+' -2D.~ I 51.4- ' :' -r- J" . SJ.O ~S' 3~.g , ~51 'lDf.71 a'19' If). 7 , 1"=40 ... . ;,..". ~.Oc:;f"'----.. --... RC -d. :~::..: .::::::::::.~:...:::::~~. j.CA.T\/~ lJ ____ N_.... C ~ C ;."': . ...~ ~~ r, ....,- . -In""er-" 0_ '_ o. ........ o ....... ": OCl~ > V') ........ , W::l-,~ OL..!W:"I,: ~# 0............ /; I n ~~:! ~ Z : .' P~.. 1\I\l\ :> 'i :m 1r,2-{, ,PRDGRESS I J /// i1fj'j 2 2DIiII~ < I! -- ~f!'m ': -. :- CITY OF CL.EARWATEA. FlORIDA : PUBLIC WORKS ADMINlS~TION ENGJNEERING ....... I~ 111Q"o. I "- , Z-... 1'- /... "D. JlLlWIs MoIr _ lIEIac _ DCtIID _ II< ,unu'TY CONFLICTS lOCATIOM MAP CORONADO & FIRST '- .~- I t-II . t I i lilS ;~ ! i .:! ~~., I ; :1: .... I. ! i .j; '" .. f!i :'~ i; ,i,i:1 ; '~: 1 : J ~\! ; ; I ! i ! ".~ i I fiJ !g - . Iii . I : ! : , ~ / I! 1/ /!~( ~ .! ~ I' : i .: : - '-. c: : i : - 'tol ' : . uG Ii: "S-o: \/ . .... -... . ~. . : I , '. J ___ .... . '.'r". i G , ~, . '0\ -'"; ! ,I' ,.' pO oc::-.. .' . . ---.- , ! .. -.-. - -- "- ._-....... ----....i-._ -~ i ~ ", . ---; UCi -:-- v - +~-... ,.. ~_.... .. ,-..' --- ~C:( '.0..1__ ftl led FAo,*" "'00 l) p~ e;.. "'-, 1f'% "~ srCOND-'siRE"ir--" '- ~~-::'~7':-'----____ , ---_.=--=-~~;~~. ~lS I.=-'.:.~ ..:....::.." ./ .' " ~.l~. _ .:_ ' . -7'--.... ~ I . . .. .. l.S . . " I I '. ----,t--...,.:. " /',0 . . ,'.".' " r-7~..,'-.. -~~: , .. '.' I ,- . ,.... .. , ".o. ... .:.. ~::':...;:.~ In ........ -. - :f; c:: ; L, f/il f.'ii:' !!!; ;' ; ....~)fA · 77.f' g lP7.g" iDS.7 ~ q -.. '.. ... . .. r ! ~,. J>oI. '/II .10 ~~ /5.0' 9.5~ ])"J;1I2 f'1.5' 'i5. 0' rJ.O~ :'/' :...... :- .;..tp~ c-m IfOW : CITY OF CLEARWATER, FlORIDA -a, ,,- - . PUBLIC WORKS ADMINISTRATION ENGINEERING J i; ... o. i i: , ,/ I-Cl I UTILITY CONFLICTS LOCATJOM MAP CORONADO & SECOND . ; ! , .,.. '11 . '/ ,. ...,..., Ii ; , II I : j ! i I :- ! I , /! . . if : i Ii , / ; . i' /' i i II , . , .. I II ; / , . /, .1 ! i . I ! J :.:: <: .=: '- ::: -- .... ~. , :--., ~ f-o D:: Q ~ . f--,--_ o ....-......- .;'"20 41 ,r.4D . RJllc:J FP.o- ;::~rM~ / -.t'F.~,~~-r;~ . . . , . .._~ . , " ! .' ..~' . --'"'!II.: --- .;...:... .,' r .' --... I .....-......J...' . i j Jl-I~ ftto"" t.lr:Io b ,.~ r ita!: 11' : - ~..,... -JII!o:" _ H _....~ ~ Ci -.Iii ~ '1--~;:;: ,;:. .. I..,l .'I...~.l~....'..; 1',1('/; I ~_.:;,:IJlU" \'.. \. '" 1."1J I i~. I' . f J o. il ;:.LI r.:;'.< ~ Ihl...., ! ,'~" ~F'I'. !: '11t:/Qa i-MO~ ,-- ;Dc....n _ i CJUJtD _ 'II< ,SI1ErT ll/;~ 6 ~C::/;.i,:) i -i,:=) I I , , , I ! i . I I,. , ~I ! J! t ':"- 4 /2"., _ ~ i' : 0,. V;) , ! rt~ !:/:.' -. II 11/~ i 13--< I , " .J~ I If I " I' I I ! , ./j 1/ "I d I ., ,; I' ! . !! I~ I / I . -=- ' II i , j ; I , ! r'h_>~ ! . : :_,---- :z: .... A: C) ~ ~__' ; ~:~. : j I .f! , ~ ; 'RJ IGGl FI4G,.,. j! ; ~ """" 1! . " .-..~.! 0_._____ - "---__._._' - x .~.__._----- i---'" ; i { ~. 20 : 0 L I, 20 4[ i i SCALE: ,"=tlO .{to, -.....- f '-, j -- 1Cr- I c:-: : __'~'_, . ~ . ~..~, .:--.----.------......-... -..0._-.--.----.--... 75" Rep >A1\~__ - '~--"""'-'~----.. ~ UG ---- _11cJ FA13- P....cr NH. --.....- - \ .:.---- ~- . ---- -_-:~. -----. -- UG ---==---...-~..-..:.:_::~:.._- - UG .. .0" __!'-._.. _-...___ THIRD Jo." .-s-r..-:. Rep , --'S"": 'RA11e.d FRo"" ""00 I:) 'wer ' Rale. . .... -- --::::::::.--:~:::. :'.::' -. lJ"b 11-1 'It Z -19' - ---=::.:.:-: :~..-=.-: I- ----==-:.r... U T .- <( -- -- -.---.. ~-- ............. -....-.. ...0.... ......-. ._---..~.---c-_...,.... --'" - -..---. < - -"'-'-....- -..-: -.... t,; c c C ......... ~ - .< - g cr to- ..c. ......... OVl~~ O~UCO a ,-U'l <(Viti'):: CJcw......... o c:: e:: ~.._._ . . __ a:: 0 - r lioc l.i::~':'~ rOo, :". S C ex" -- . ._-- U < lL' ~ : x ...I ~.",. "'1 '0111;': ---.--- - l.l.J C. "'-l." (. lJ'" ili ft~. If, <' g Z QM";~f: . ---. ...~... ''''' . .::J Iffi , . ! " , l. ... . . ""'. - . . , , I . ~w.r ~ J.I I .O~ /4-. ' lA,~ lak' . . ; 1 fa 'a ~ .2 '0 or,., - o 7H 2'~ . z.. -/0 2.-1/ / '- IflUn - 'IJ:'~-'O' ,IlII1IO.~l I I ~~: 1IIlI"_ , Clrv OF CLEARWATER, FLORIDA i ; UTILITY CONFLICTS i' Dl:SIDoU _ I MCIlU _ :a_ 2 : PUBLIC WORKS ADM/NISTRATlON lOCATIOM MAP : oc '- -- ENGINEERING CORONAnn R. "1'1.1101"1 U~/~Q/~UU~ ~o.~u g.a. ...,,,"'''''.....''', I .......~"" ""..."...... . ~........ ""-' . i f ! i ! j ; I . .f W ~ f S? I C I 5 ~ <C ! :0 (5 '. C iO:=~ "'- i Cl < .... 'f. 0: .... ..,~~~ >2 , " .... ,'.- ~ .,..c:..:."t..-.,i ' ..... <( -" - I' .,'---~. ' 0,.., ...........' , , ..~. 0'. ~ _'i ". 0::. .::::. C..... U<'::' N !'- Vi 1- '- - <C:= :::c !"') -JiC C , ; i ~l~! fRO", H,\oJe't"' Mt4. ,... ..... ~~ -- . "- .. .. Q5 .... ~.-..,.~~." ~ i ., . ~ ~ , .....". ".....-~ 6: /': ::::' , ,. :.,....~J4J....!' ~. , TH1I2-/5 7~' ...;c.._..._....~ , o '~" I '-7-_ ,...<~, " ~ ~ I <( 0 00 ........... or '.11 . 0::_...... ,,-. (-~ .....~~ " -I~....,'.~~ew c.:r. . , .~ 1l/kJ. . ,...... ;:::. a: ........... ~ltc!"';'" ~ . ~'. '.'It;~ 2~DUl:,5 ~ c:EN~ ,P SOR.... ~_ ., ; " I' j . e:RINl ~... (J7 t, . ....-. .. 0 "~'.' .00 1- ..... ...~' ....-..... .-- (~~.-..::.:::-::;.~. --- !-, ~._..'-".. {( ~"" .~~-:'.~ ~: i! I; , , Ii : I -"'*T-. _ !i .;j .. . ..-....... .-. ~ " 0' t ..... . .~. ....!~.~ , ~ \. .. J w ~ '" J ~ 11( 08 j VI \.. 0 ~ . 1 \J ,/ ! ~ ~ 1- ., - CITY OF CLEARWATER. FLORIDA I1TILlTV CONFLICTS I ~tlIIl, ~.:~. PUBLIC WORKS ADMINIS.!!iA. TION~."- LOCA TIOM MAP - .=;; ENGINEERING r.OR('H'JAr,,", C:TA "7."~"" "..._n... I I I I . I ; :t: ~ Cl:: " 1 :-; C.", SCALE '7 C....:cD: ~<;::- .... :.-. '- : ~ en ~:- :r. 00 ,." 111I:i1t. I ... 1lCi. ~ ,~c r.e !-= IlI(JICI'rD_ ! CIUIR _ 'a; . -__ w"'" , \ I r I ;1 I I 1'11; I I ..LwD --.!T= 1I'L_ ~ . ~ '~~.sf.. _ - - - -- -::::: ~. -- .~ -- A A ~- -- "'r - -~ . . -" -" ~ '" >~. "'" -;;'",. "~I ."..~ I I ~ I 1 -rvd~_~~ , I f ,1 , , , ~'_" ~~ ~ : In" ,,;-"".J .' I , I , .' .' / , I I f...!,. , , , . ..,.....,.. '.L..L J .; I , S ING-T~ f. PD\AJef'!w1H CONL L'l4ht tble ~ibRM c')(. , ~-~ /5. I 57/)' j9.jp' ;.;.:21 1~.~.1 57.5' 535' -:1.3 RlCORD DIiAlIIINGS .,.~ .\.\..6. ~-, _~, _~~_ .w..w w....,4,'-'W'...4I.UI r-J:j~""..J \...LV.LL .# .. vA"~(j).... ~ ~:....~.: :\.....~.6- \\ ~ ~\ 0 \ /'"'\ \ '/-",\ \. U \\,. 0> ..-C: . '\ ... t-'Abl:. Eli . .. .' _.--... : . ...~.. /~ '. i. i - /' / . /.:-+. :r: l- e:: c :It 20 I i ,. I .",~: \ ; "."\ '.' . A" ~ ,y-(! . I :" \ . o ; i.:1t) . 40 , ,.fC\.' ( o ~ -i. ... . s.~ ~ "\ ., . .' , " ;' ,. ,. ... /. ,. / "' ,. PAnncce~ SAN Mil ENb oF'Sui/:. \NNK -Sl"oAr'\ ge)C 1'17/ It!. 7" .I)' \. . JI"-. ~ ~/ -< .~ - "' ,. .~ " , . GllJn !'_C1 I :..r:., UTILITY CONFLICTS !. -. LOCATIOM MAP ! I ~ULFVJE'W ~"T 1\ 1n7.."n _ 1 na......... . ~ "/m/,.. 1.01 IIICI. .~ _,,!: ID_~ .lIUl<.oolll_ : [.cuD> ____ IllC~ I . , CITY OF CL.EARWATER. FLORIDA : PUBLIC WORKS ADMINISTRATION ENGINEERING . \ \ I I .\ I I __L, tcP ... ~',rl- ,.0:.,,1_) ,\~) If-~\~~ . ~tlA; cY" \ ~ ~\V, ~ .. u,,,,,laI2U"/OI1IJ(I1f1IJl ) , .o.?'~ . to ./., - ---- - 4r~. .{:t."" \ I I I I. I I .. I / , I I I -/ I I 'I I ~ .f.~ /. .l3F'; \ ,L" ~ ZO I '10 S CIIII\mI ILW. 1lII[-NiIlIDA COllP AlMII'S _ IlCII(l. D1/:'0/1Sr.:JBl/IXXJ/D>>fl ~ ./" ,,;..:, ."-:,,,.. ",: .~~., .~ -"'I'V-; . ~'t.., tq ", L..' 1 .e, , ) Q;/ I ( rt HI / "'::tJJl ~ .'t.~~. ... ., . . ... , ~-I ..,,::~j: If .Jl"-" .., ~ I ::r~r~ 4t5 GUII\O "'Do . I 'IllCII'ICIIfA IIDDIIr IlCIIElS Ie. COAlRlIIY ... IUIlIlI 17I'l1"S~1f1Ie I I I. --1. / / / /1 I .. au. ... IIlaolI:-. IIIIDIlf IGlII.S .. ~ III IWIa IIJ/1II1A/DJM!fa1.'- '~1' ,~3 \..q- , ~I UlLM't Ill: 1. ~ srnPot,'f fIQST COIIG PlZZ.l rnml"~/Of1O~ -/- I I I i. ~ 5:~"t , T71# 8_0L. E.o P. L; JJ. I)al~ ~ :J(jJJ' J51J' S7.() , , Eio .DeAL 'U8UC . NOTlnClo'7lON CDlTEJi IItIlI:llDl' .... m'~/1'~/lIlD/121~ / I I - .. " liD -.. Sp ... -.. - - EXISTNG UTILITY PLANS CTEMPORAR Y) GUU=VIEW BLVD. ..- - . ... J .. . C .! N . ... .. ... I ... .. ;0 1 J II e . .. a ... i . . . I ! \I .. ... .- . ... 4 . :I .e - r. J .- .. Ii . ~ ... . . . J I! ! .. . .. ... . 0 II ...c: ~ f .... ~ .. ... . . c ,j : I> I 8 ~ ... . , . ... ... a c: ... ... . ~ .. . ;: . ... .. ;. ! 'i .A . j 1 : . :- 1 '" ... ~ .. . Go -c I J ':-J, (\. . nr., . NtT 1 tillS .!!!! !!!h. BACKFILL ORa ",1&llt1!.S* o Flel" Deult, \fltMn road ". ....flt-of-..y Nof_tura O'...t, (Procta~) srlte TlST 1OIlfttnCATIOKS AASHTO 1'-191 T-231 AASHTO 1"-" . --.J '1Nf.LLAS coonn HllflHIIII TUnRG FREQU1!.RCY RltQUllUltfERtS flCAt'IOIlB Klfl1HUH TEST ~1!lEH1'S 1001 of AA$UTO T-99 ~ . '--J 11/10/81' IAlCATJOlfS l\ltCOIOWIDtlJ MINn... l'UQUetIC, (Al.o ... Pi.. , floor..re.) . 1 te.t per Z' ...n.cal (C_C'Dctecl) in II d..cered P'lUCCA pn- 300 11 or ,.rt the...of of uftlnte,c.pta4 run of plpe ",a~lal at 2' over top of pIpe fa.. ptpe 'ea. t~~n 11- dl...terl at cop of pip. fa.. pl,e l2~ dl~ete~ to 24- ell"'Co"l .t .prtftl lIne of p.,. for p.re with dfenete' , aruter thaD 2.... " One per unlfor~ ..ter~.l. . ~-------.----._----------------------------------------------~------------------- o --------~-----------~--------.----------------------------~-----------~ 1001 .f AASRTO ~9' 'I.ld Doa.lc, 'or Ace... atrucC~~.. ~Ithl~ ,IAht-of-...y Kal.tare ....It' (Proctor) MellTO ,...191 1'-238 AAS1\l'O 1"-99 1 t..t ..~ 2' ..rtl~.l (ca~c.~) In a .t"8e~e. r.tt.~a ....ftRl~. wltbln ]' of tha .truet.'. hea1nnI-, at 2' Dver to, of ,.pe ror 1'1,. .... t....n.12. d1,...cer; at to, of pl~ for p'" 12- d1....t.r to 14- di...ter: at _,rlnt Ilfte .r ,i,. for p'" wlt~ 41...tor ,ratar rb.. 24-. ----------~-------------------------------------------------~--------------------------------.---------------------------------------------------------~.-. On. per aallAnt _tarlel. ~ Pleld o.a..c, out.ld. of rGOd w'th'n rl,bc-af-va, UsmD T-Ul T-131 1001 of MStn'O T-99 1 t'..t per 2' ..,nlcal (c.....ctlld).I. . 1t'-1I8ere. ....tte..n per untntar,rupted rua of ,11'8 vUlt. _xl_ of 400 If or ,.rt th.reo( per teet "'lnnlna at 2' over t~ of pIp. rot pi,. I... thfta 12" ela...terl .t tap of pl~. for pl.pe 12" .I...ter to 24" dl...ter; at .prlac line of ripe f~r pirn \lUll d&..et... grater thoft 24-. o Hrtll1l.u... Denelt, ('..octor) MIlITO '1'-9' One plr n~Jlotllllllaled.l. ----------.-.---------------------------------------.--------------------------------------------------------------------------------------------~----------- 'le14 Denelt, outa." of rDnd ~l.ht.or-va' -................ ...... -- .....-.-..- *p'Kctud...underdratn pll'.. ] 1J ltf (O.,9A) I ! ':1 ,.-- MSlllO ,...191 1'-U8 ._-_......-~- 100% ttf AASKfO 1-99 I l.lt per 2' .erttcal 1n a etaBI.red r.tt~rn per lOQlf of pl~; on& te.C .lnlmuM withtn the ..Ieaent Mnd_at bftckR for f~tur. .tr~el~"~. (had..., etc.) -.-c...........-.-...r..____~~c";...,,. .,...._~~.&..........._..____.-r!.,...,...,.....-...,..,." ....~.. ....":"'BI' I VB811 1 IIf 5 . nllF lUTIOHll !!!! !nh AA.CkFll.L OVlll TR"HClres tkllll.Ct1rll Ollnlllly (J'rOClor) .- .. S P K C [ r [ C ^ T I 0 d S TllST 1flNIHlnt TIlST rDBWTlFrCATIONS U9UIUK8ltlS LOCATIONS IU~COHHENDIl.O HlNlHUM FlUCQUI!ItC't "".'III'I'(J T-99 One per unlform.Materlal. ... .. ".4. ...... i_'.. ,... I.~'. '..r_...~. ...... ..-...,....................."...11___----._._._ 1\00\D""1I ltHIIANI:MI!NT ~ "eld Uene".}' lIDI.t,n'. Uenll(ty (Proctor) :"'t';F.~.I.."""I,......___.__ ~_ Sl'AIIU.J.U.D 5IJeGaAllIl ~ PI~cldR 'ea,lnl Value MSlITO T-191 T-1)1 1<<101 of MSllTO T-" 1 tut 8"I'J laD If or pert c_nol vltl1 _ feller t'"", 2 per street. 1 tee1 ,er Z' v.rtte.! In .'at~Clere4 pattern, MBIIl'O T-99 1 JlDI' ul11fOfla _t8rlll 01' pal' ...U t'll. per roedWllY. , ---- __r.._a.=_..=--~~lI:Cc..-a.':'~...... _.._..._._.-_;a.c'....-.._______...... - ._----..- FOOT Per Pleu Centedlller _ te.t ever, 300 If or part Utec...' I. ste8serod p.tt...n .~ et .11 cbanaes J. soil classlrtcatlnn. No le.. then 1 per etl'..t. C&lrbUnel one IKlr 100 U l.'.ach ,Id. .f co.d. IR applicable. o r...... click Rea, hi alt" (Rlrunllte) ......------... ----------------------- ---...------.------------------------------------------------------------....----..--- --- --------- Pillr Pl.... fOOT ce.terltnla 400' interval. or ~rt thereof on'Alternnte aide. of caRtecllne an. at ,LI chansc. Ie loti cl..elfJc.tLoa. I. le'l t~a 1 par .tt..t. CUrbl'n~: one ..~ 400 If .eah .14. of coady .. ~ppllcoble. . nil ('Jeftas -----------------------------------------------------------------------------------------~_______________~, M 100' i.tervale Dr. parr thereol on Rlterpate side of c,",terUne. Ho le.. CfUII. I per 8t reet . . Ft"leI O..uolt, Pia I "tute O,lIS lty (PrIM: till') Per '1Iaa (1/2 t. .Uo.....le tllUlerroler.nce) AAsnTO T-18o T-l'l T-U' 98% ~f MSllTO 1-180 had~'Jr I teet eyery 100 If .r pett therGof t. a st.,&&etlld plttern. ~Jnl~ olla ,er etreet. CIIl'hlhlOI one tillllt ...try 100 If .. lORa ....<:1. .'oIe of rOD,I. AIlS liTO T-181l o.a per u.(I~... Qate~lftl; r...C2...~...~...............~...._.__.___...._._...__ _'T'IIo"I&&_~ ......-.1;' :.&__...___ee. c::J H!'f.ltOCl( 1/\. ~URSE FI.ld n-.lt, -----.~!!II.............._=r=~1:'a..t....e: _ _-~_-----.~~.__ __ M51ITO T-L91 T-191 T-238 gaz or AA&1ITO T-1I0 I feat .ver, 100 l(. Q~.r.ct t~l'eo( pee ljrt. Sba\l nnt ~ lII~eo .t .0.. toeac."", ft. tellts ful' etabU hoed Imb.rnder .....t,. Hinl___ ~ per .treet. 37.\3W in! ..~^ 1 - -- --------- -.. -..---.-- -.. --- -- -----.-..-------------- -- --- --- -------- -- -------------------- ---.. - .-----------.... -..--.. --- ---.----- . --- ..----- ......- ."841 2 of S ! I..: ~ C Q lCo . - . . IlIPltllTIOHS ~ S PEe I PIC A T ION S tEST HIRIWtl TEST lDENTI'ICATlOMS R!QU[REHElTS t.OCATIOM RIlCOIOCllNDEO HtNIMUM FREQUIlNCY 5'H,. LlttlmOClt 1MB COUll:!' (eontinud) & Thlek.... (S88 Speele. Cnndltlon8 No, 2) reI' test lIt). reI' rhlle (1/2 d ellowabls uaclalrtcalenac:a) 1 test e.ery 100 If or part thero.t id Dt.aR.red rett.rn. 1 telts alntmu. per street. ----------------------------------------------------------------------------------------------------------------------.----------------~------_._---~------ Kelstur. Denaltl AASInO t-180 (Proetar) .....,.--- -- - CWloLlTY A) C1-.4.af_ AA.'li1lU r- Z1 !lee U... 915 Ileetloa 911 DOT Kna.l 11). Catllo_te. root Nta~ J Carbo.etee C) Uq"''' I....t t AASImJ f-89 HRI_ JJ D) 't..tlott, l~.x WIlTU T-90 "on-,les tIc - 'or e4eh ualror. .etel'lel. _~~~.~~_~rw.---=. I each pel' unlCor. ..t.rtel. (waived If eertJClcatlOR pcovlded fE~ lestlne .aboE_tory.) ...JJ___- --=-"-..------.....-- SOIL czw.MT 1lASl/catllf1'-DBAT8Il LDlIIOCIIt ". D_lan Per laboratorr (rortland Cement Aa_. o. 'OOT) AppUcatll. M&OI'O . PeA hUMIn". 'a. .ee~ untJoa. mAterial. Plnell.. County to rece'.. copy 01 d..t8R prior to cOft.tructlon of bas.. ~---------------------_.---------~---------------------------------------------------------------------------------..----------------------------------------- o Field Teubll rl.14 hnlltt7 AABKTO T~191 T-23B 9~1 of AASUTO '1-134 1 per 300 if or pert thereof. "Int_ tllU\ fer ..tC'llot. ______. ________ ________.._________________...___...____... __________________________________________________~___... ________...___....____M rrGC: tor AAsmO T-U4 RIA I per ~Ifor. .sterfel I -~~---c:.-;;::~;:;-;;;;;;~~--------.---~~~;;i------------------;;o--;;;-;;~;::.--;-~:;_-------~-:;;-:;-;-~:;;;::;;;;-:~;;:;;;-;;;;~;-;;;-;;-:;-;:;;---- ther..f. --------------~---------------..;-----_.._--..--------------------------------- -..-------------..---------.- -...- ------ ~---- ...-------- ~ T1II ekoau net8r'talna LIon (Co.'8cte.)(S.. 8,.~i.1 Condition. Mo. 2) ClIrC'atI t nOT Sent (Olt' P.r Ph". (1/2 - .llow.ble ,.*,,&olen_) 1" .UOtJeble avel"loletano8) On. ewery 100 1. .1" p.rt lbereof. Thlc~A." det.r.I".t{o~ re.1Ilre4 prtol" to pavtns .t 4enalt, teet LacstlnQ,. rbl~n... 4.t.~lnatlon .ade ao e.rller chait 3rd 4'1 .ftor b... eoealructloa to allow the bee. to ~.et Upfl, I -- -------- -----.....-------------------------------..--..-----......--..---....---------------------- - -----.--...------------------- ----. --- 37:J]\f I'lla. ] of S ~i ~ o o (II e' .., . D&FLHITIOH8 !!!!. 1);..:&..... ,-e s P & elf 1 CAr Ion s nlST ttlllKUH Tl:n I DalTInC:ATloas BEqullletfENTS !!!!.:. SOIL CUIBIIT I14SI/CBfOlJrT-TltIATIlD L1K1!aOClt IAsa (oOllUnuld) fl f!J Cnleltt .Ppltc.tlcttl I'I~. I OONCAlti ~~-.tra~CYr.l) (Exl c.r alld S''''''Blll! co.pt...'.. 8trenath Blan1c.et ..thod or area .....I&r...nt ASTtC 0-31 A8TK C-]7 --- .'" LOCAUCltIS ReCOltH!tIOn HIlfltRJH FllIIqlJBlfCY Ilanll.t .ethod - I pee laeker. Ar.. Detllod - . pe.. t.,"ak.r. ..............._------~ ra pi..... JOClO I'd .Inl_ .t :II d.ye . I Set 0' :t c)'l1nden per 1000 If C?f curb pc.. !!.!!.!! .td. of eoa'. 1 s.t of 'J cylhdere pce 1000 U of eI".'fU" pllr each .1.. of road. C,11n's~ to bo ..a. .n~ .teeted by IGdepen.- e.nt t..tJnl laberetodea or ane d.Uy. -----._---------------------~--------------~---------------------------~-----------------~-------------------..------------------~-------------------------- -=... Sllllllp 'SPHALTIC aJlrCllETll - ltarA.n Ft.)4 St..1Ut, Cred.Uea Vot.. 111 "". .... (X) Va". IIJledJ A.C. (I. Tote. air ..... (I) EffectJ.. Ale coat. AASlITO T-1] !'-1I9 CIlre...t 'I..U.. Ceuat)' aped fleat Ion. hI' .plC. - -- 1 pet Ht Df c"Uruleu -- . JL.~......-.:=c~".4W'Wt "r rt...U.. c.. epee per ,. ...11.. Co 1 .pee: par "..II.. Ce. 1Ipac1 per ,...UI. Ca. .pee ,er P.MU,. CO. .pIC: ..er rJ_Il.. Co. .,.c p.r ".ell.. Ce. .,.e I pel' de)' or 1 per 500 tOM Clt ..phnILle c_cnt1il. ---------------- -----_..._----------------_.._........._--------------_.._----~..----------....-..-.--:---- Fa.ld Air T..p.r.t.1'1 Current 'lfteJI.a COunt, ISpecUlcaUone AbD.. .O"f. aft. ,Isln, at tt.. oC 1I1aceRenL. -----------------------------.._---------~_._-------------------------------------------------------------------------------------~-----...---_.._-_..._----------- Field A.phalt TemperetDra Carrent. Pinelie. Ccnmt,. 8padfJ..atjCMle Cuu...t '1II.lIa. CcM..t, SpacllI'lcattons Each fifth tcuck. - ---------------------------------------------_.._~---------------;-------------------.-----..---..----- 1 teet per )00 l( per .ce.ed vl,dell per app.\te" nsph,,1t. "'et.. D.neCt, ASTIS 1-1188 ., AS11I 2922 . Curreft~ .(.el1.. Cevnt1 Spec:UIC8ttOU --~----------.---~-----------.------------------------------------------------------------~_________w_._____________________________________________________ .Q thick.... (dqrll\l putlll) pulab Current flnella. Ce./nt1 Sp.dflc.UClaI ------------------------------------------------------~--------------------~------------------------------------------------------------------------------.--- At th. U_ of p'.cllIl ...u.S. of' :1 t"fckneas detetllllll.lIo.,,: p.~ uL4th nf eceeed pe~ 100 If. '.rfa,.ed prlnr to conpactlna In st.aBle~d petterft. )73JII (OU"^l :..! 'i..: rea. .. of 5 ffJ Q Q a -.--e. '~'.....'. --. .. c: .. IlEPlHITlOHS !!!!! !!!:. AlIPlW.TIC COHeRe!. hOllt'aue4} SPlt~JI'ICATJOftS TCST KDIlMUIt tEST I IlPnnCATI.OHS .1IQIIlllltl....'1'S 1.0CA1'IOftS R8CX11f1fllt1BeD IfllflHUK "P.IIUlRCY Ii] ThLd:lM&8 u (Aft.~ peved)(See Special ~ltlon 80. 2) t Cor. barlRP rer pia.. en' .Ipeel Kla'__ 1 per blOck ot' ....1'1 390 If Oft .uN.rd pauline. Asphalt cor.. ORI" .f .... c.~. ,rioI' to 1_,1.. ..ptAllle concr.t. .....1"8 cav..... ---.-- ---'---- ~. -.......--........... *A ~...lr" oth.r thlekn... not reeo,d.. durlna con.tructlon { S'P.cI~ CORDITtONS I. Hr.iNuD Te.t'" F~..uenc1 aC1.t~"'fttel A. r..t 1...tl'I~.t'OftI r.I.r to l.to.t .alt'" of eech 1"'91"'1 _pecJfleetlon. 1ol.ranc.e arB to be p.~ te.t (de.tllle.clone. D. I.Ier to Y~l.el pi... '.1' ....tlon.l "t.. C. SCaIl.red pIUna 11 thtl.... ..1 (I) (1) Tn..v.....1 UleM. 'out' teat.. _.. or 1_ (4';t> fro. orb. c_carUn. of ,._at, cut...U.. .f p.,.U"., or d.e of ,.....nt . .....Uue.n.l. "'tUn UIt)' reet. IIor. 01' 1... UO'~ of rile .padDC denot" s. r-'elI olnl_ fre",aflC!.J oolUllll. s. .ttechMlblch. z. ea..&.., ch&c:t"... 0' bu. ... "lpNlt. .h.ll equal or exeo" ccmblMd tot.l thlckn..... lIhoVD no plaa. RM .spllalt thleltneea .l1al1 not be IU5 t'-a alnlauM ebown on pllno. 3733W (OlS'A) 'S.8 , of :J r,: I, I!3iI c c ... .' ~'..:: . .. ..... . -- ~T~~: ' ' ., 'leLs .r. to ... n4',' to . CUryl 0" P8J'Pe1dtcular to . hngeat. 2, When plpeUne 'relIC" 11 IIq6M .acl of c..... ..t ceaterllne ,,"tiontlll 'tncl o1f5ft dlatlllct. l.ft or rt,"'or .,.lerUM. 3. All te.t lctC.t~OIII .re to .. bai.cS' CIIt c..t~t1nl .tlttn'llI ,"tt. off.ets,l.ft or rIght. . 4,' It.fer to tilt "ftnt~lclftS. for .n at tilt Q'Iabol tden&tU,.UOM. ' ~+~ ! I,.~ ~ (:) (:) , Q) i I r I I D.epartment of Environmental Prote'ction -~--------'---""------ --------~---~ Jeb Bush Governor Southwest DIsb1ct 13051 North TeIec:om Parkway Colleen M. Castille Temple Terrate, FL 33637-Q926 Secretary SUBMERGED ~EMfi~NTAL RESOURCES ENVIR.ONMENTAL RESOURCE STANDARD GENERAL PERMIT PERMITTEFJAUTHORIZED ENTITY: City of Oearwater clo Mr. Michael D. Quillen, P .E. P.O. Box 4748 Oearwater, FL 33758 Permit Number: 52-0244761-002 . Date of Issue: SEP 2 7 DI Expiration Date of Construction Phase: SEP '2 7 2011' County: Pinellas . Project: Surface water Management for City of Clearwater Beachwalk Project Phases n & m This permit is issued under the authority of Part IV of Chapter 373, F.S., 4004, ~d Title 62, Florida Administrative Code (F.A.C.). The activity is not exempt from the requirement to' obtain an environmental resource permit. Pursuant to Operating Agreements executed between the Department and the water inanagement districts, as referenced in Chapter 62-113, F.A.C., the Department is responsible for revieWing and taking final agency action on this activity. This permit also constitutes c:ertification compliance with water quality standards under Section. 404 of the Clean Water Act, 33 U.S.C. 1344. . As staff to the Board of Trustees, the Department has reviewed the activity described below, a,nd has determined thce activity is not onstate-owned submerged lands. Therefore, your project is exempt from the further requirements of Chapter 253, Florida Statutes. A copy of this authorization also has been sent to the U.S. Army Corps of Engineers (USACOE) . for review. The USACOE may require a separate permit. Failure to obtain this authorization prior to construction could subject you to enforcement action by that agency. You are hereby advised that authorizations also may be required by other federal. state, IQld local entities. This authorization does not relieve you from the requirements to obtain all other required permits and authorizations. . The above named permittee is ~by authorized' to construct the work ,shown on the application and approved drawing(s), plans, and other documents attached hereto or on fue with the Dep~t and made a part hereof. This permit is subject to the limits, conditions, and locations of work shoWJf'iiirc the attached drawings, and is also subject to the attached General Conditions and Specific Conditions, which are a binding part of this permit. You are advised to read and understand these drawings and conditions prior to commencing the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings. If you are utilizing a contractor, "More Protection, Less Process" D.I........ __ ___,_J ,.....A.. Department of Environmental Protection . Jeb Bush Governor Southwest District 13051 North Telecom Parkway Temple Terrace, FL 33637-0926 Telephone: 813-632-7600 Colleen M. Castille Secretary SEP 2 7 2006 .. Mr. Michael D. Quillen City of Clearwater Engineer P.o. Box 4748 Clearwater, FL33758 Re: Issuance of Standard General Permit ~ity of Clearwater Beachwalk Phases IT & m Permit No.: 52-0244761-002 . Pinellas County Dear Mr. Quillen: . Enclosed is Environmental Resource Permit, File No. 52-0244761-002, issued pursuant to Part IV of Chapter 373, Florida Statute and Chapter 40D-4, Florida Administrative Code. Appeal rights for you as the permittee, the agent authorized to secure the permit, and for any affected third party are described in the text of the permit, along with conditions which must be met when permitted activities are undertaken. You, as the applicant, are responsible for all aspects of the permit compliance. You should, therefore, review this permit document carefully to ensure compliance with the twenty-five (25) general conditions and tWenty nine (29) specific cQnditions contained therein. Thank you for your interest in the permit process and in managing the natural resources of the state of Florida. H you have any questions, 'please contact me at (813) 632-7600, ex~nsion 393. When referring to this project, please use the file number indicated. Sincerely, f<.~~ R. Douglas Hyman, P.E. Stormwater Engineer Environmental ResoUrcesF -~';j' -. enclosure "More Protection. Less Process" .. .. . the contractor also should read and understand these drawing~ and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grounds for revocation of the pem1it and appropriate enforcement action. . Operation of the facility is not authorized except when determined to be in conformance with. all applicable rules and with the general and specific conditions of this permit/certification/authorization, as specifically described below. ACTMTY DESCRIPTION: The 43.92 acre project consists of a surface water management system (SWMS) for a 22.03 acre public right-of-way redevelopment consisting of the conStruction of several new roadways, milling and resurfacing of existing roadways, and construction of a promenade, walkways, biking paths, and pedestrian areas, with more green space in the post development condition then in the pre-development condition and includes eliminating much of the surface parking places. The overall effect of this improvement will be to reduce pollutant loading into the Gulf of Mexico and Clearwater Harbor, both Outstanding Florida Waters (equivalent closed parking will be provided within the private development which will reduce a pollutant source from approJ:it'nSltely 4.9 acres to 1.73 acres). Improvements are slated for South Oulfview Boulevard (SGB) from station 99 + 50 to station 114 + 14.70, including miInng of SGB from station 99 + 50 to station 111 + 20, approximately, and include converting SOB into a frontage road from station 114 + 14.70 to station 135 + 80 (approximately), and henceforth this frontage road shall be designated as Old South Gulfview Boulevard Or OSGB, construction of New SOB from station 1111 + 20 (approximately) to station 1137 + 92.15 (approximately) t'niml'lg of FIfth Street from station 510 + 50 to station 5J:3 + 35 (approximately) removing from service Third and First Streets between Coronado Drive and SGB, construction of a new Second Street between Coronado Drive and . SGB. Bayway Boulevard improvements from station 558 + 82.95 to its intersection with SOB, and removal of parking lots along. SGB from station 112 + 20 to station 117 + 40, and from station 117 . + 50 to station 130 + 40. The approximately 21.89 acres of new private developments are not auth~ by this permit. In the pre-development (existing) condition, five drainage basins, labeled A thru E comprised the project area as well as the proposed private developments (not authorized by this permit), but were afforded only t'ninimlll water quality pre-treatment or control through an obsolete storm sewer system. Basins A through D are located in the interior of the barrier island and currently discharge through outfall pipes with standard headwalls at six locations into the Clearwater "Harbor OutstaDding Florida Water (OFW) on the east side of the island. . All of Basin E in the existing condition currently sheet flows into the Gulf of Mexico, but under the re-development project a portion of runoff will be diverted away from the Gulf as described at length below. The greater portion of Basin E (5.46 out of 7.048 acres) shall be merged into post-development basins B & C. The proposed SWMS consists of retrofitting with 2 ft, deep sumps existing inlets bordering SOB, new. storm pipe, six (6) new or modified outfall pipes into the Clearwater Harbor fitted with tideflex' manatee exclusion valves, two (2) new nutrient separating baffle boxes (NSBB) with hydrocarbon absorbent booms, an off-site trea.tIMl)t pond, and all related appmtenances. The two NSBB units together shall provide some degree of runoff pre-treatment' (assumed 30% pollutant reduction) fr.Q~!t approximately 9.77 acres of on-site contributing area. One NSBB shall be located downstream of stomt structure B-13 'parallel to Fifth Street, just east of the Promenade along the alignment of OSGB. This NSBB will process the runoff for pre-treatment from 3.36 acres of Basin B, which includes one-half of City of Clearwater Beachwalk Phases n & ill Fifth Street. The second NSBB shall be located ~ownstream of inlet structure C-20 parallel to Second Street, just west of Coronado Drive and will process the runoff for pre-treatment from 6.41 acres of Basin C, which includes a small contributing area from the new Second Street, as well as a small po~on of Coronado Drive. Basin E has been redesigned in the post-development condition to reduce parking lot drainage to the Gulf of Mexico. Most of the existing parking will be relocated, and the basin improved with walkways, bike paths, and the relocation of SGB as described above. Most of the sheet flow from 'the existing parking lot that discharged into the Gulf of Mexico will be captured and diverted to the NSBB units, and thence to the Clearwater Harbor to the east. A portion of the walkways and beach access points will continue to sheet flow to the Gulf of Mexico. As a consequence of runoff diversion to the NSBB units, Basin E shall see runoff from only 2.154 acres sheet flow into the Gulf of Mexico, of which 0.649 acres shall originate from the existing Adam's Mark parking lot, as compared to approximately 7.048 acres which flowed to the Gulf in the existing condition, of which 4.347 acres were vehicular use areas. The flow patterns of 2.670 acre (public right of way) with respect to Basin A shall not significantly change from the existing to the developed condition. Voluntary water quality pre- treatment for this area is recommended. Because no parcel of the 22.03 acre public project areas which requires water quality pre-trea~nt shall receive the required water quality pre-treatment equivalen~ to achieving a 95% reduction in the average annual load of pollutants that would. normally enter the state waters, off-site treatment shall be required equivalent to treating%" of runoff from a 7.8 acre contributing area. The off-site treatment area shall consist of the Spencer Pond site within the City of Clearwater. The Spencer Pond shall discharge into Steven's Creek which flows into the Intercoastal Waterway (Jew) hich is the same JCW that Clearwater Harbor discharges t~. The proposed system consists of a 10,692 sf (@TOB) dry detention pond that will receive runoff from a 7.8 acre contributing area. The SWMS in concert with the Spencer Pond is designed to' achieve a reduction in the ,average annual load of pollutants entering surface waters. Attenuation for the 25 year, 24 hour design storm event is not required due to storm water disposal into the tidally influenced Clearwater Harbor OFW. Attenuation with respect to the Spencer Pond was not addressed by this permit. . No impacts to wetlands or other surface waters are proposed or authorized. The facility is shown on drawing set sheets SD-2 & 3 entitled, "'Beach by Design Beachwalk - South Gulfview Boulevard Coronado Drive Improvements" prepared by PBSJ, Inc., received at the Department on January 25, 2006, and drawing set sheets DP-l tbru DP-16, ST-O, 1,2,5, 13, 14, 15, 19,21,22,23, 24, SD-l & 6 entitled' "'Beach by Design Beachwalk - South Gu1fview Boulevard Coronado Drive Improvements" prepared by PBSJ, Inc., received at the Department on February22, 2006, and drawing set sheets DP-O, ST-3, 7, 9, 11, 16, SD-l, 4,5,7,8,9, DD-l & 2 entitled "'Beach by Design Beachwalk- South Oulfview Boulevard Phases n, m. & IV" prepared by PBSJ, Inc., received at the Department on September 21,2006, and drawing set sheets 1- 4 entitled "Spencer Avenue Pond"1 prepared by the City of Clearwater, Florida PW A, received at the Departinent on September 21, 2006. . . The project is located along Oulfview Boulevard, from Coronado Drive to south of Fifth Street, Sections 7 & 8, Township 29S, Range 15E in the City of Clearwater Beach, Pinellas Co., Florida 33759. This project is located on the Clearwater Beach barrier island between the Gulf of Mexico and the Clearware'F" . Harbor Outstanding Florida Waters. The regulated activity is deemed to be in the public interest. City of Clearwater Beachwalk Phases n &. m FDEP Permit #52-0244761-002 . mechanism suitable for regulating upstream stages. Stages may be subject to operation schedules satisfactory to the Department. 8. The permittee shall complete construction of all aspects of the surface water management system. including wetland compensation (grading mulching, planting), water quality treatment features, and discharge control facilities prior to beneficial occupancy or use of the development being served by this system . 9. The following shall be properly abandoned and/or removed in accordance with th~ applicable regulations: a. Any existing "w~lls in the path of construction shall be properly plugged and abandoned by a licensed well contractor. b. Any existing septic tanks 0Ji site shall be abandoned at the beginning of construction. c. Any existing fuel storage tanks and fuel pumps shall be removed at the beginning of construction. 10. All surface water ma:Oagement systems shall be operated to conserve water in order to maintain environmental quality and resource protection; to increase the efficiency of transport. application and use; to decrease waste; to min1m17.e unnatural runoff from tPe property and to minimb'e dewatering of otIsite property. At least 48 hours prior to C()111mencement of activity authorized by this permit, the permittee " shall submit to the Dep8!tIDeDt a written notification of commencement using an "Environmental Resource Permit Construction Commencement" notice (Form No. 62-343.900(3), F.A.C.) indicating the actual start date and the expected compl~on date. 11. 12. Each phase or independent portion of the permitted system must be completed in accordance with the permitted plans and permit conditions prior to the occupation of the site Or operation of site infrast.rL1CtUI'e located within the area served by that portion or phase of the system Each phase or independent portion of the system must be completed" in accordance" with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of that phase or portion of the system to a local government or other responsible entity. 13. Within 30 days after completion of construction of the permitted activity, the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as authOrized by law, utilizing the required ''Environment8l Resource Permit As-Built Certification by a Registered Professional" (Form No. 62-343.900(5), F.A.C.), and "Req~ for Transfer of Environmental Resource Permit Construction Phase to Operation Phase" (Form 62-343-900(7), F.A.C.). Additionally, if deviation from the approved drawings is discovered during the certification process a copy of the approved permit drawings must accompany the certification with deviations noted. 14. This permit is valid only for the" specific processes, operations and designs indicated on the approved drawings or exhibits submitted "in support of the permit application. Any substantial deviation from the approved drawings, exhibits, specifications or permit conditions, including construction within the tota11and area but outside the approved project area(s), may constitute grounds for revocation or enforcement action by the Department, unless a modification has been applied for and approved. Examples of substantial deviations include excavation of pond....~ ditches or sump areas deeper than shown on the approved plans. . City of Clearwater Beachwalk Phases n & m FDEP Permit #52-0244761-002 , -~..,., . GENERALILIMITING CONDITIONS: 1. All activities shall be implemented. as set forth in. the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit. 2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be kept at the work site of the permitted activity. The complete permit shall be available for review at the work site upon request by Department staff. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 3. Activities approved by this permit shall be conducted in a manner, which does not cause violations of state water quality standards. The permittee shall implement best management practices for erosion and a pollu~oi1 control to prevent violation of state water quality standards. Temporary erosion control shall be implemented prior to and during construction and permanent control measures shall be completed within 7 days of any construction activity. Turbidity baniers shall be installed and maintained at all locations where the possibility of traDsfening suspended solids into the receiving waterbody exists due to the permitted. work. Turbidity baniers shall remain in place at all locations until construction. is completed and soils are stabilized and vegetation has been established. Thereafter the permittee shall be responsible for the removal of the baniers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. . 4. Water quality data for the water discharged from the permittee's property or into the surface waters of the state shall be submitted to the Department as required by the permit. . Analyses shall . be performed according to procedures outlined in the current edition of Standard Methods for the Examination of Water and Wastewater by the American Public Health Association or Methods for Chemical Analyses of Water and Wastes by the U.S. Environmental Protection Agency. If water quality data are required, the permittee shall provide data as required on volumes of water discharged, including total volume discharged during the days of sampling and total monthly volume discharged from the property or into surface waters of the state. 5. Department staff must be notified in advance of any proposed construction dewatering. If the dewatering activity is likely to result in off site discharge or sediment transport into wetlands or surface waters, a written dewatering plan must either have been submitted and approved with the permit application or submitted to the Department as a permit prior to the dewatering event as a permit modification. The permittee is advised that the rules of the Southwest Florida Water Management District state that a water use permit may be required prior to any use exceeding the thresholds in Chapter 40D-2, F.A.C. 6. 7. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or pemianently ceased, but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permaneritly ceased. .. __-r.-~:.;;.- Off site discharges during construction and development shall be made only through the facilities' ~ authorized by this permit. Water discharged from the project shall be through structures having a City of Clearwater Beachwalk Phases n & ill . . . 15. The operation phase of this permit shall not become effective until the permittee has complied with the requirements of the conditions herein. the Department' determines the system to be in compliance with the permitted plans, and the entity approved by the Department accepts responsibility for operation and maintenaJ1ce of the system. The permit'may not be transferred. to the operation and maintenance entity approved by the Department until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the Department, the permittee shaI1 request transfer of the permit to the responsible operation and maintenance entity approved by the Department,' if different from the permittee. Until a transfer is approved by the Department PU:ISuant to Section 62-343. 110(I)(d), F.A.C., the permittee shall be liable for compliance with the terms of the permit. 16. Should any other regulatory agency require changes to the permitted system, the Department shall be notified of the changes prim: to implementation so that a determination can be made ,whether a permit modification is required. 17. This permit does not e1imin~te the necessity to obtain any required federal, state, local and . special district authorizations including a determination of the proposed activities' compliance with the applicable comprehensive plan prior to the start of any activity approved by this permit. 18. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee. or convey any rights or privileges other than those specified in the permit and Chapter 40]).4 or Chapter 4OD-40, F.A.C. 19. The permittee is hereby advised that Section 253.77, F.S., states that a perso~ may not comme~ce any excavation, construction, other activity involving the use of sovereign or o~er lands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtainiTlg the required lease, license, easement, or other fonn of consent authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on sovereignty lands or qther state- owned lands. 20. The permittee shaI1 hold and save the Department harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of.the permitted system. . 21. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under section 373.421(2), F.S., provides otherwise. 22. The permittee shall notify the Department in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of the permitted system or the real propez:ty at which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of section 62-343.130, F.A.C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. -;.q City of Clearwater Beachwalk Phases n & m FDEP P~t #52-0244761-002 23. Upon reasonable notice to the permittee, Department authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to insure conformity with Department rules, regulations and conditions of the permits. . 24. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the Department and the Florida Dep~t of State, Division of Historical Resources. 25. The permittee shall immediately notify the Department in writing of any previously submitted information that is later discovered to be inaccurate. SPECIFIC CONDITIONS: 1. All submittals required herein shall be directed to: Department of Environmental Protection Environmental Administrator Submerged Lands & Environmental Resources Southwest District 13051 N. Telecom Parkway. Tampa, FL 33637-0926 hereafter referred to as. "the Department". Such submittals include, but are not limited to, record drawings, progress reports, mitigation monitoring reports and water quality monitoring reports. . All submittals shall include the permittee's name and permit number. 2. The permittee shall be aware of and operate under #1 through #25 of the attached ''Genera1JLimiting Conditions for Environmental Standard General and Individual Permits". GenerallLimiting Permit Conditions are binding upon the permittee and enforceable pursuant to Chapter 403 of the Florida Statutes. 3. If the approved permit, drawings and the Specific Conditions contradict each other, then the Specific Conditions shall prevail. 4. In the event that the permittee files for banlauptcy prior to completion of all work permitted and required by this permit, the permittee must notify the Department within 30 days of filing. The notification shall identify the banlauptcy court and case number and shall include a copy of the bankruptcy petition. 5. The permittee is hereby advised that Florida law states: "No person shall commence any excavation, construction, or other activity involving the use of sovereign or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund or the Department of Environmental Protection under Chapter 253, until such person has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use." Pursuant to Rule 18- 14.002(1), Florida Administrative Code, if such work is done without consent, or if a perS"(."-C.:..' otherwise damages state land or products of state land, the Board of Trustees may levy administrative fines of up to $10,000 per offense. . City of Clearwater Beachwalk Phases n & m FDEP Permit #52-0244761-002 Page 7 ofl7 . . . 6: The structure/work authorized by this permit shall not be placed/conducted on any property, other than that owne4 by the ~ttee, wit!tout the prior written approval of that property owner. 7. The permittee is responsible for retaining a professional engineer registered in the State of Florida to. certify that the construction of the project is in compliance with the approved permit plans. 8. The permittee shall notify the Department in writing within 14 days of any change in agents designated in the approved permit application. 9. Subsequent to the selection of the contractor to perform the authorized activity and prior to the initiation of work authorized by this permit, the permittee, (or authorized agent) and the contractor, shall attend a pre-cons~on conference with a representative of the Department's Submerged Lands and Environmental Resources staff. The permittee shall notify the Department in writing subsequent to contractor selection to request scheduling of the subject conference. 10. Progress reports for the project shall be submitted to the Department beginning January I, 2007 and shall continue to be submitted biannually until all permitted construction of the project is . completed. The cover page shall indicate the permit number, project name and the permittee name. Progress reports must be submitted to the Department even if there is no ongoing construction. Reports shall include the current project status and the construction sc~ule for the following six months. The report shall include the following information: a. Date permitted activity was begun; if work has not begun on-site, please indicate. b. Brief description and extent of the work (construction, management, maintenance) completed since the previous report or since the permit was issued. Show on copies of the permit ~wings those areas where work has been completed. c. Brief description and extent of the work (construction, management, maintenance) anticipated in the next six months, Indicate on copies of the permit drawings those areas where it is anticipated that work will be done. . d. This report shall include on the first page, just below the title, the certification of the. following statenient by the individual. who supervised preparation of the report: "This report represents a true and accurate description of the activities conducted during the six month period covered by this report. n 11. Drawings, record drawings, land surveys, and as-built surveys required, herein shall be certified by a Professional Engineer or Registered Land Surveyor, as appropriate, registered in the State of Florida. - 12. The permittee shall submit two copies of signed, dated and sealed as-built drawings to the Department for review and approval within 30 days of completion of construction. The as-built drawings shall be based on the Department permitted construction drawings, 'which should k~ revised to reflect changes made during construction. Both the original design and constructed elevation must be clearly shown. The plans must be clearly labeled as "as-built" or "record" City of Clearwater BeachwaIk Phases IT & m FDEP Permit 152-0244761-002 drawings. Surveyed dimensions and elevations required shall be verified and signed, dated and . sealed by a Florida registered surveyor or engineer. As-builts shall be submitted to the Department regardless of whether or. not deviations are present. In addition to the "As-built Certification" form, the permittee shall submit the "Request for Transfer of Environmental Resource Permit Construction Phase to Operation Phase" form as required in General Condition #13. The following information shall be verified on the as-built drawings: From the engineered, signed and sealed II" x 17"drawings: William C. Kasak, P.E. #29513 January 24, 2006 P~an View/Cross-Section Beach Walk Design Storm Details 1. Headwall Detail wi Tideflex Valve Note Beach Walk Design Storm Details 1. Headwall Detail ~ 24" RCP wi Tideflex Valve Note From the engineered, signed and sealed II"x 17" drawings: William C. Kasak, P.E. #29513 February 21, 2006 . Plan View/Cross-Section Beach Walk Design Drainage Series Index Sheet Exhibit I 1. Tideflex Valve Locations Gulfview Boulevard Drainage Proposed Plan & Profile STA 99 + 50-STA 111 + 00 Gulfview Boulevard Drainage Proposed Plan STA 1117 + 50 - STA 1123 + 00 First Street Drainage Proposed Plan & Profile STA 538 + 94.23 - STA 543 + 31.93 . . Second Street Drainage Proposed Plan & Profile STA 549 + 00 - STA 554:f- 00 Third Street Drainage Proposed Plan & Profile STA 530 + 00- STA 533 + 33.26 Coronado Drive Drailiage Proposed Plan & Profile STA 703 + 00 - STA 709 + 00 Coronado Drive Drainage Proposed Plan & Profile STA715 + 00 - STA 720 + 50 STA 721 +OO-STA 726+50 Promenade to Pier 60 Drainage Proposed Plan & Profile STA 332 + 00 - STA 337 + 60 Basin "A" Outfall Proposed Plan Beach Walk Design Storm Details (Exhibit "L" 1 of 2) 1. Plan (Inlet Type 4 Symmetrical About I) Beach Walk Design Stonn Details (Exhibit ''L'' 2 of 2) 1. NOTE: Manhole Bottoms Shall Have... From the engineered, signed and sealed 11" x 17" drawings: SheetlPasze Number SD-2 SD-3 SheetlPasze Number ST-O ST -1&2 . ST-5 ST-13 ST-14 ST-15 ST-19 ST-21 ST -22 ST -23 ST-24 SD-l 8D-6 -';f'~" . City of Clearwater Beachwalk Phases n & ill FDEP Permit #52-0244761-002 Page 9 ofl7 . . . William C. Kasak, P.E. #29S13 September 20, 2006 Plan View/Cross-Section Demolition PlaDs Index Sheet Gulfview Boulevard Drainage Proposed Plan STA 1111 +OO-STA 1117 +SO Drainage Proposed Plan STA 1123 + 00 - STA 1129 + 00 STA 1129 + 00 - STA 1137 + 92.1S Fifth Street Drainage Proposed Plan & Profile STAS10+00-STASI6+ 10.00 Beach Walk Design Storm Details Beach Walk Design Details Beach Walk Design Storm Details Hamden Dr. Drainage Proposed Plan STA 810 + 00 - ST A 8lS + ()() Beach Walk Design Storm Details Baffle Box Beach Walk Design Storm Details Baffle Box _ SheetlPa2e Number DP-O ST-3 ST-7 ST- 9, 11 ST-16 SD-1 SD-4 SD-S SD-7 SD-8 SD-9 From the engineered, signed and sealed II" x 17"drawings: Michael D. Quillen, P.E. #33721 September 19, 2006 Plan View/Cross-Section SheetlPa,e N~mheT Spencer Avenue Pond Topographical SurveY Site Plan 2 Spencer AvenUe Pond Topographical Survey Sections and Drainage Calculations 3 Spencer Avenue Pond Topographical Survey Details 4 13. Best management practices fOr erosion control shall be implemented prior to construction commencement and shall mamtained at all times during construction to prevent siltation and turbid discharges in excess of the ambient turbidity levels of the surrounding Outstanding Florida Waters. Methods shall include, but are not limited to the use of staked hay bales, staked tilter cloth, sodding, 8e'.en;ng, staged construction and the installation of turbidity screens around the immediate project site. Erosion control methods shall be implemented as depicted in Sheet DP- O~ ''Beach Walk Design Demolition Plans Index Sheet" and Sheets DD-I, 2, ''Demolition Plan Details" all dated September 20, 2006, of the attachments. - The permittee shall be responsible for ensuring erosion control-devices/procedures are inspected and maintained daily during all phases of construction authorized by this permit until areas disturbed during construction are sufficiently stabilized to prevent erosion, siltation, and turbid discharges. The following measures shall be taken ;mmAd;ate1y by the permittee when turbidity levels within waters of the State surrounding the project site, exceed the ambient water quality levels of the Outstanding Florida Waters: a. Immediately cease work contributing to the water quality violation. -~~. City of Cearwater Beachwalk Phases n & m FDEP Permit #52-0244761-002 'Dft__ 1ft _~ 1'" b. Stabilize exposed soils contributing to the violation. Modify the work procedures responsible for the violation, install additional turbidity containment devices and repair non-functioning turbidity con~nt devices. - . c. Notify the Department within 24 hours of the time the violation is first detected. 14. Gt'ass seed, or sod shall be installed and maintained on exposed slopes and disturbed soil areas within 48 hours of completing final grade, and at other times as necessary, to prevent erosion, sedimentation or turbid discharges into waters of the state and/or adjacent wetlands. A vegetative cover that stabilizes and prevents erosion of the fill material shall be established within 60 days of sodding or seeding. Turbidity barriers/erosion control devices shall be removed upon establishment of a substantial vegetative cover. 15. Wetland areas or water bodies, which are outside the specific limits of construction authorized by this permit, must be protected from erosion, siltation, scouring and/or dewatering. There shall be no discharge in violation of the water quality standards in Chapter 62-302, Florida. Administrative Code. Turbidity/erosion controls shall be installed priOr to clearing, excavation or placement of fill material, shall be maintained until construction is completed, disturbed areas are stabilized, and turbidity levels have fallen to less than ambient background. The turbidity and erosion control devices shall be removed within 14 days once these conditions are met. 16. Floating. turbidity curtains with weighted skirts that extend to within 1 ft. of the bottom shall be placed at all outfall locations as indicated on Sheet DP-O attached herewith and incorporated herein prior to the initiation of work authorized by this permit. The screens shall ,be maintained and remain in place for the duration of the construction to ensure turbidity levels outside the construction area do not degrade the ambient water quality of Outstanding Florida Waters. The permittee shall be responsible for inspecting and maintaining turbidity control. devices so no degradation of the ambient water quality of Outstanding Florida Waters outside of the turbidity screens occurs. Turbidity shall be monitored as described in. the monitoring portion of this. permit. . . 17. The two nutrient separating baffle boxes shall be operated, inspected and maintained in accordance with Exhibits "N" "0" & "Q", attached hereto and incorporated herein. A two year trial period shall commence from the day the SWMS is cleared by the Department for the operations phase, in which the storm boom hydrocarbon sorbent (oil and grease pads) material shall be .utilized, inspected maintained and. replaced (and properly disposed of) in accordance with Exhibit N. During this two year trial period, the storm boom sorbent material replacement events shall be duly recorded and on a semiannual basis the record provided to the Department's ERP section on FDEP Form # 62-343.900(6), Inspection Certification. for review. If the permittee after the two year period certifies that the maintenance of the storm booms presents a hardship, anc:I the Department concurs in writing, then the Department shall authorize an equivalent oil and grease BMP. . 18. Turtle Lighting. The conditions attached hereto and incorporated herein shall be required for the protection of marine turtles: a. No operation, transportation or storage of equipment or materials is authorized in marl!l:~. turtle nesting habitat during the marine turtle nesting season, May 1 through October 31. '''',;j . City of Clearwater Beachwalk Phases IT & ill FDEP Permit #52-0244761-002 Page 11 of 17 . . . b. All permanent exterior lighting shall be installed and maintained in perpetuity as depicted on apProved lighting schematic and cut sheets dated Dece~er 23, 2005. Approved lights are one hundred and seventy-seven (177) 1OO-watt high pressure sodium (HPS) fixtures with 90 cut-off fixtures and flat lens. These fixtures shall be mounted on poles along the roadway, with. the lens botto~at 17.712-feet above ground, tilted IS degr.ees upward and oriented eastward (away from the beach). A total of one hundred and thirty eight (138) 3.2-foot tall bollard fixtures with SO- watt BPS lamps and 180 beachside shields shall be installed along the walk path and oriented eastward (away from the beach). c. No additional exterior lighting is authorized; existing lights and poles on the roadway, on the beach, and in the parking lots shall be removed during project construction. d If any of the lights become visible from the beach or disorient nesting or hatchling sea turtles at any time, they must be modified such that they are no longer visible from the beach. e. No construction fences shall be erected within marine turtle nesting habitat. f. The permittee shall arrange for a site inspection by department and FWC staff within 30 days of completion of exterior light installation. Please ensure that a copy of the approved lighting plan is kept on-site during project construction . g. This recommendation fQl" approval appliei only. to the exterior lights that appear on the above referenced lighting. plan. If any additional lights are planned for this project, a permit modification must be applied for alcmg with an additional lighting review by the FWCC, Bureau of Imperiled Species Management (BISM). Please contact Mr. Dean GaiIagher at (850) 922-4330 if you have any questions or require additional information. 19. Manatee Protection Conditions a. At least one person shall be desigJIRted as a manatee .observer when in-water work is being perf01'DleCi. That person shall have experience in manatee observation, be approved by FWC two weeks before the beginning of construction, and be equipped with polarized sunglasses to aid in observation. The manatee observer must be on site during all in-water construction activities and will advise personnel to cease operation upon sighting a manatee within 50 feet of any in-water construction activity. Movement of a work barge, other associated vessels, or any in-water work shall not be performed after sunset, when the possibility of spotting manatees is negligible. . b. Grating shall nOrmally be installed to restrict manatee access to pipes and/or culverts to reduce the risk of entrapment of and drowning of manatees. Submerged or partially submerged pipes and/or culverts larger than 8 inches in diameter and less.than eight feet in diameter and accessible to manatees during any tidal phase shall have a grating with bars no more than eight inches apart constructed across the mouth of the pipes or culverts. However, since ti~e flex valving has been approved by the. BISM as an appropriate substitute for grates at outfall location Nos. 1 - 6, as referenced in Exhibit 'T' attached hereto, and incorporated herein, for purposes of manatee protection for this project, it is not a requirement of this permit to install manatee protection grates. -.~;:-:.c City of Clearwater Beacbwalk Phases II & ill FDEP Penuit #52-0244761-002 DA_ ,.., ^~ ,., c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, "shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers" must not impede manatee movement. In order to avoid manatee entrapment by turbidity barriers erected during construction, the permittee shall" check for the presence of manatees at least once in the morning and once in the evening if the baniers are to be left unattended at night or over a weekend. If a manatee becomes entangled, the Florida Fish and Wildlife Conservation Commission must be notified immediately at 1-800-404-3922. 20. The Spencer Pond project contributing area shall be specified by function (category) (eg., residential roadway, driveway, HWY, lawn, sidewalk, house, etc.), allocated acreage, and as pervio1JS or impervious on revised signed and sealed plans. The plans shall also clearly demonstrate "that drainage gradients from the contributing areas totaling 7.8 acres are unequivocally in "the direction of the pond, and to the pond by employing liberal topographical . spot elevations, grade breaks drainage arrows and indicating the receiving ~ets. In addition, the SHWT elevation and a drawdown analysis shall be provided as well indicative of complete detention volume drawdown capability within 72 hours of the terminus of the 2S year, 24 hour design storm. The Department will require the submittal of final construction plans within 90 days of issuance of this permit. All" other items referenced above shall be provided to the Department for review and approval with 90 days of permit issuance as well. The Spencer Pond Project itself shall be completed and approved by the Department (provide forms stipulated by permit and signed and sealed As-Builts for the Spencer Pond separately) prior to the Beach Walk Project completion and transfer to operations. Any future activity besides the construction of the pond in the 7.8 acre contributing area which potentially triggers a permit under Rule 4OD-4.041, F.A.C. shall not commence without previous notification to the Department and a permit determination by the Department. The permittee is normally not authorized to withdraw water from the Spencer Pond for any purpose without written approval from the Department and a consumptive use permit from the SWFWMD. 21. The Operation and Maintenance Entity shall submit inspection reports in the form required by the Department, FDEP Form # 62-343.900(6), Inspection Certification, in accordance with the following schedule unless specified otherwise herein or in Application Information. (X) For systems utilizing NSBB" units, inspections of the units shall be performed in conformance to. the recommendations of Exhibits "N" "0" & "Q" referenced in specific condition No. 17 above. The inspection reports shall be submitted every 6 months after operation is authorized. (XX) For systems utilizing swales or retention-and-percolation, (Spencer Pond) the inspections shall be performed 24 months after operation is authorized and every 18 months thereafter. 22. Some portions of the project roadways, right of ways and parking lots and associated easements by-pass the proposed water quality treatment infrastructure. However, this does not relieve the permittee from the need to comply with all applicable water quality standards during the construction and operation of the facility, or to secure the required municipal, state or federal permits. Activities in the portions of the project where it has been demonstrated that it is ng.t", practicable to provide water quality pre-treatment of runoff shall be constructed and operated using appropriate best management practices for erosion and sedimentation control during utility City of Clearwater Beachwalk Phases n & m FDEP Permit #52-0244761-002 Page 13 of 17 . . . . . . construction, roadway re-suIfacing and roadway geometric modifications, and in a manner, which does not cause water quality violations, pursuant to Rule 62-302, Florida Administrative Code (p. A. C.). 23. The applicant shall provide reasonable assurance that the proposed construction or alteration oj the system will not cause sedimentation in the OFW oiul that filtration of aU runoff will occur prior to discharge into the OFlv. Reasonable assurance is presumed if in addition to implementation of the requirements in BOR section 2.8.2, the requirements in BOR section 2.8.3 are also implemented. A copy of the NPOBS SWPPP and a signed and. sealed na,rrative addressing how the permittee intends on complying with the requirements of BOR section 2.8.3 shall be furnished to the Department for approval prior to the beginning of construction. Inlets and Manholes as referenced in Sheets SO-I, SO-5, as well as called out on the plan sheets attached hereto and incorporated herein shall be fitted with 2 ft. deep sumps and . operated and maintained in accordance with Exhibit "0" Operation and Maintenance Statements, attached hereto, and incorporated herein. 24. 25. If a tideflex valve "equivalent" is to be substituted for the approved tideflex valves at outfall locations 1 through 6, as referenced in Exhibit 'T' attached hereto, and incorporated herein, then prior BISM approval shall be required iri writing. 26. Dewatering during constructiQn activities that requires surface water discharges is not authorized under this permit. 27. The authorized stOrmwater ~t system shall be completed, and Department-approved signed and sealed as-builts approved and the entire system transferred to operation prior to Or simultaneously with associated upland development. Occupation of the site shall be in accordance with General Condition 13. 28. If during the progress of this project prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other ppysical rema;nll that could be associated with Native American cultures are encountered at any time. .within the project site area. work shall cease in the ;~ vicinity of such discoveries. The permittee, or other designee, shall contact the li'Ioricla Department of State, Division of Historical Resources, Review and Compliance Section at 8.5~5-6333, or 800/847-7278, as well at the Department at 813n44-6100. Project activities shall not resume without verbal andlQ:r written authorization from the Division of Historical Resources. In the event that any unmarked human :remain II are encountered anywhere on the subject property, all work shall stop ;mmP.diately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. The permittee, or other designee, should contact the authority cited in this Section. Thereafter, project activities should not resume without verbal anellor written authorization from the designated official. 29. The issuance of this Environme~ta1 Resource Permit does not constitute the review or approval of a NPOES Storm water permit or Pollution Prevention Plan. Construction activities ~.r<' disturb more than one (1) acres of land are required to obtain a NPDBS permit. Permittee is City of Clearwater Beachwalk Phases II & ill '. FDEP Permit #52-0244761-002 advised to contact the Department's NPDES storm water program at (850) 245-7522 prior to the . " commencement of any construction. RIGHTS OF AFFECTED PARTIES This permit is hereby granted. This action is final and effective on the date filed with the Clerk of the Department unless a sufficient petition for an administrative hearing is timely filed undeJ: sections 120.569 and 120.57 .of the Florida Statutes as provided below. If a sufficient petition for an administrative hearing is timely filed, this action automatically becomes only proposed agency action on the application, subject to the result of the administrative review process. Therefore, on the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because an Administrative hearing may result in the reversal or substantial modification of this action, the applicant is advised not to commence constrl.1Ctio~ or other' activities until the deadlines noted below for filing a petition for an administrative hearing or request for an' extension of time have expired. . Mediation is not available. A person whose substantial interests are affected by the Department's action may petition for an lIdminimrative proceeding (hearing) under' sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received by the clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Mediation may also be pursued as specified below. Under rule 62-110.106(4) of the Florida Administrative Code, a person whose substantial interests are affected by the Dep8rtment's action may also request an extension of time to file a petition for an a.d.mfuistrative hearing. The Department may, for good cause shown, grant the request for an . extension of t:ime. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulev8.rd., Mail Station 35, Tallahassee, Florida 32399-3000, , before the applicable deadline. A timely request for ex~nsion of time shall toll the running of the time period for filing a petition until the request is acted upon. If a request is filed late, the Department may still grant it upon a motion by the requesting party showing that the failure to file a request for an extension of time before the deadline was the result of excusable neglect. If a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the Administrative process have the right to petition to intervene in the proceeding. Intervention will be permitted only at the discretion of the . presiding officer upon the filing of a motion in compliance with rule 28-106.205 of ~e Florida Administrative Code. In accordance with rules 28-106.111(2) and 62~110.106(3)(a)(4), petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3) of the Florida Statutes, must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs flISt. Under section 120.60(3) of the Florida Statut~s, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The petitioner shall mail a copy of the petition to the applicant ~t the' address indicated above at the time of filing. The failure of any person to file a petition for an administrative hearing or pursue mediation as provided below within the appropriate time period shall constitute a waiver of those rights. A petition ~f disputes the material facts on which the Department's action is based must contain the following information: ~::t' (a) The name and address of each agency affected and each agency's file or identification . number, if known; City of Clearwater Beachwalk Phases IT & m FDEP Permit #52-0244761-002 Page 15 of 17 . . . .' (b) The name, address, and telephone number of the. petitioner; the name, address, and telephone n\Ul1ber of the petitioner's representative, if any, which shall be the address for service, purposes during the .course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that. the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the ~cy to take with respect to the agency's proposed action. A petition that does not dispute the DiateriaI facts on which the Department's action is based shall state that. no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by rule '28-106.301. , Under sections 120.569(2)(c) and (d) of the Florida Statutes, a petition for administrative hearing must 1?e dismissed by the agency if the petition does not substantially comply with the abOve requirements or is untimely filed. In addition to petitioning for an administrative hearing, any person who hu previously filed a petition for an administrative hearing may pursue mediation. If a written mediation agreement with all p~es to the proceeding (i.e., the applicant, the Department, and any per~on who hu filed a timely and sufficient Petition for a hearing) is filed with the Department within 10 days after the de.arlliue for filing a petition for an administrative hearing, the time limitations imposed by sections 120.569 and 120.57 shall be tolled to allow mediation to proceed. The agreement must contain an the information required by rule 28-106.404. The agreement must be received by the clerk in the Office. of 0eneraI Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tal1ahalilsee, Florida 32399-3000, before the deadline noted above. Pursuing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. Unless otherwise agreed by the parties, the lTIfI!Iiisttion must be concluded within sixty days of the execution of the agreement If mNliation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. As noted above, persons seeking to protect their substantial interests that would be affected by such a, final decision modified through mediation must file their petitions within 21 days of receipt or publication of this notice as provided above, or they shall be deemed to have waived their right to a proceeding under sections 120.569 and 120.57. If mediation terDnnAtes without settlement of the dispute, the Department shall notify all parties in writing that the administrative ~ processes under sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the de.atf1jnes that then will apply for challenging the agency action and electing remedies under those two statutes. This permit constitutes an order of the Department Subject to the provisions of paragraph 12O.68(7)(a) of the Florida Statutes, which may require a remand for an administrative hearing, the applicant has the right to seek judicial review of the order under section 120.68 of the Florida Statutes, by the filing of a notice of appeal under rule 9.f10 of the Florida Rules of Appellate Procedure with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida, 32399-3000; and by fiIing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be fil~." within 30 days from the date when the order is filed with the Clerk of the Department. The applicant, or"" any party within the meaning of section 373. 114(I)(a) or 373.4275 of the Florida Statutes. may also seek appellate review of the order before the Land and Water Adjudicatory Conmnssion under section a~ma~B"~w~~u~n&m FDEP Permit ~?_M.tI.A7" 1 nn"l 373.114(1) or 373.4275 of the Florida Statutes. Requests for review before the Land and Waw . Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when the order is filed with the Oerk of the Department. Executed in Hillsborough County, Florida. STATE OF FLORIDA DEPARnffiNT . ONMENTAL PROTEctION ~..~ . . Farle . 7- Interim . ct Director Southwest District . cc: Mr. William~. Kasale, P.E., Senior Project Manager, PBS&1, Inc., 5300 West Cypress St., Suite 200, Tampa, FL 33607 Ms.. Ann Richards, Bureau of Imperiled Species Management (Manatee Protection), FFWCC, Tallahassee. FL Ms. Robbin N. Trindell, Ph.D, clo Mr. Dean Gallagher, Bureau of Imperiled Species Management, FFWCC (Marine Turtle Protection), .Tallahassee, FL Attachments: Joint ERP Application, 6 pages Project Location Map, 1 page Project Drawings, 33 pages ConstrUCtion commencement noticeJ62-343.900(3) As-bullt certitication/62-343.9oo(5) Inspection certification/62-343.900(6) Transfer construction to operation phasel62-343.900(7) Marine Turtle Protection Conditions, 1 page CCCL tiDal Order, 2 pages Exhibit "B" Post Development Basin Map, 1 page Exhibit ''C'' Post Development Basin Map, 1 page Exhibit "No. V -N' Beachwalk Area Check Summary of Basin, 3 pages Exhibit "N" Nutrient Separating Baffle Box Storm Booin Suntree Technologies SPEC, 1 Page Exhibit "0" Operation and Maintenance Statement, 2 pages Exhibit "P" S.T. Technologies Model No. NSBB 6-12-84-R. 1 page Exhibit "Q" NSBB Recommended Service Procedure, 1 page . CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit, including all copies were mailed before the close of business on ~ 2 7. ' . , 2006, to the above listed persons. FlLING AND ACKNOWLEDGMENT FILED, on this date, pursuant to 120.52(9), Florida Statutes, with the designated Department Oerk, receipt of which is hereby aclm~w}\dged. ~.,Q~ SEP 2 7 aIOIi Oerk Date --";9 '$" .. City of Clearwater Beachwalk Phases n & ill FDEP Permit #52-0244761-002 1).."... 17 nf 17 . ".. .. SECTION A FOR AGENCY USE ONLY DEPIWMD Application # Date Application Received Fee Received $ Fee Recei # PART 1: . Are any of the activities described in this application proposed to occur in, OD, or over wetlands or other surface waters? Dyes~no Is this application being filed by or on behalf of a government entity or drainage district? /&1yes Ono PART 2: A. Type of Environmental Resource Permit Requested (check at least one). See Attachment 2 for thresholds and descriptions. . o Noticed General - include information requested in Section B. o Standard General (Single Family Dwelling) - include information requested in Sections C andD. ~. Standard General (all other Standard Geaeral projects) - include information requested in Sections C and E. o Individual (Single Family Dwelling) - include information requested in Sections C and D. o Individual (all other Individual projects) - include information requested in Sections C and . a. . o Conceptua1- include information requested in Sections C and E. o Mitiption Bank PenDit (CODB1rucdon) - include infonnation requested in Sectio.ns C and F. (If the proposed mitigation bank invo1\les the construction of a surface water management system requiring another permit definecl above. cheek the appropriate box and submit the informatio~ requested by.the applicable section.) . .' . . . . D. . .' Mitigation B~~ (CQnceptua1~.- incl~ inf~OD rcque~ ~ SectioQS::c. and f. B. Type of activity for which you are applying (check at least one) o o 181 o Construction or operation of a new system, other than. a solid waste facility, including. dredgiDg or filling in, on or over wetlands and other surface waters. CollStl'Udion, expansion or modification of. solid waste facility. Alteration or operation of an existing system which was not previously permitted by a WMD or DEP. Modification of a system previously permiUecI by a WMD or DEP. Provide previous permit numbers: o Alteration ofasystem 0 o Abandonment ofa system 0 o Removal of a system Extension of permit duration Construction of additional phases of ~ . system C. " Are'Yl?~ requesting authorization to use So~ign Sub~erged Lands? . . r-L...:_ 'JlOII'::0. ., '. . ." " " . " ~~ ~. .. . . (See.Section G aDd Attachment S for more information before ~g.this question.) '. For activities in, OD,or over wetlands or other surface waters, check type of federal dredge and fill permit requested: Olndividual []Nationwide D. [JProgrammatic General l81Not Applicable o APPROVED STAT OF FLORIDA E. Are you claiming to qualify for an exemption? []yes I8Ino If yes, .de ruIODUlOber iflcnown. '. DEPARTMENT OF ENVIRONMENTAL PROTECTION FORM #: 62-343.900 (1) , . FORM TITLE: JOINT ENVIRONMENTAL RESOURCE PERMIT APPUCATION DATE: March 26, 2004 PART 3: A. OWNER(S} OF LAN~ a. 'ENT:JTY TO REc;ElVE. PERMIT ,(~F OTHER TJ:IAN OWN ER) Nam.e ' , Name " City of Clearwater , TItle and Company Title and Company Address Address .. P.O. Box 4748 ,City, State, Zip City, State, Zip Clearwater, Floricla 33758-4748 Telephone and Fax Telephone and Fax . 1elephone (727) 562-4750 \ Fax 'l727'1 562-4755 E-mail Address: (optional) E-maU Address: (optional) \ C.AGENTAUTHORaEDTOSECUREPERMIT D. CONSULTANT (IF DIFFERENT FROM AGENT) Name Name , - ; : Michael D. Quillen P.E.', :' , .. , , ,:WllilalTi C. ~sak. p..e. ': ,', :: " " , , , , " ," , Title and Company: ' " " :'Tltle anlS Co~~ ' :' , , .. ' ' , City of Clearwater - City Engineer PBS&J " Senior Proied Manaaer Address Address , P.O. Box 4748 5300 West CVDress Street - Suite 200 City, State, Zip City, State, Zip Clearwater, Florida 33758-4748 Tamoa. Florida 33607 " Telephone and Fax Telephone and Fax Telephone (727) 562-4750 - Telephone (727) 282-7275 Fax 172n 562-4755 , Fax i1271282-1421 E-mail Address: (optional) E-mail Address: , (optional) mlchael.qulllen@myclearwat8r.com bdoan@pbsj.com . -' , ", APPROVED, : .. STATE OF FLORIDA SEP 2 7 2006 'DEPARTMENT OF ' ENVIRONMENTAL PROTECTION -:~,;1i' . i , , , , , , PART 4: (Please provide metric equivalent for federally funded projects): A. Name of Project, Including phase If applicable: Beachwalk B. Is 'this application for part of a multi-phase project? 181 Ves 0 No RSD Total applicant-owned area cont:isuous to the project? WA-. &C.; All right-of-way on the beach Island Total area served by the system: 43.92 ac.; c. O. E. F. G. ha. ha. Impervious area for which a pannlt Is sought: 10.79 ac.; Basins B, C, 0, & E - Harclscape, buildings and vehicular use areas. Volume of water that the system Is capable of Impounding: t:IlA..-ac. ft.; What Is the total area of work in, on, or over wetlands or other surface waters? N/A ac.; ~ ha.; sq. ft.; sq. m. H. Total volume of material to be dredged: N1A yct3; . m' ha. m3 I. Number of new boat slips proposed: N1A wet slips; N/A dry slips PART 5: Project location (use additional sheets if needed): ~ Q( County(i~l Pinellas Ji ~ Section(s) 7 & 8 Township 2~ ' Section!s) . Township Section(s) Township Land Grant name, if applicable: ,N/A Range 15 E Range Range Tax P~l Identification Number: Publiclv Owned Land - No Tax ID. Number , . Street '~~s Road or other location :Gulfview Blvd. from Coronado to South of Fifth Street.. : ';,~:.. ~"'!o' CitY,,'~ip::~de. jf applicable: Clearwater Beach. Florida 33759 . '~~~~'~'-;:~'...: .'... PAR)~':~~~be in general terms the proposed project. system, or activity. . . . . .~,; . "., J; . ~I.;""\""~~(~~g street and parking lot with a relocated street to make room for a new promenade servicing the '" ::',:1iPlan4 into modem resorts, including the reshaping of impacted sand chmes. . .:...,..". APPROVED STATE OF FLORIDA SEP 2 7 2U06 --'R'-i/ DEPARTMENT OF ENVIRONMENTAL PRQJ!f_lJ~"" , "':"'!-'...., , ) . PART?: RSD < ,i. A If there have been any pre-application meetings, including on-site meetings, with regulatory staff, please list the ~te(s), location(s), and names of key staff~d proj~ r~entatives. 6/3/04- Technical services Center.. Clearwa!~. Flonda-Richard Alt of SWFWMD 8/24/04-FDEP Tamoa. F1orida--Diana Pehlml! ofFDEP 10/19/05- FDEP TamDa. Florida-Ted MUITaV. Doul! Hvman and Cece Ai,JcKi9"1an of FDEP 8/8/06-FDEP Tamoa. Florida - DOUI! Hvman of!DEP 9iI3/06-FDEP TamDa. Florida-Ted MUITaV. Mike Parlev and Doul! Hvman ofFDEP B. Please identify by number any MSSWlWetlan~ ResourceIBRP/ACOE Permits pending, issued or denied for projects at the location, and any related enforcement actions. Agency Date No.\Type of . Action Taken Application ~ Pending FDEP Beaches and Coastal' ~ PI-594 ~ FDEP-TAMPA ~ Exenmtion Permit No. 52-0244761-001 C. Note: The folJowing information is required for projects proposed to occur in, on or over wetlands that need a federal dredge and fin pennit or an authorization to use state owned submerged lands. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding application) and/or (for proprietary authorizations) is located within a 500 ft. radius of the applicant's land. Please attach a plan view showing the owner's names and adjoining property lines. Attach additional sheets ifnecessary. 1. 2. N/A 3. 4. \ ., ,. s. . 6. 7. 8. " :: APPROVED STATE OF FlORIDA '.! , . SEP 2 7 200l.J o. r DEPARTMENT OF . ._ENVIRONMENTAL PROTECT!()~ :; ::1, '} I. -~~,. . . ... . PART 8: . A . By signing this application fonn, I am applying, or lam applying on behalf of the applicant, for the pennit and any proprietaIy authorizations iden~ified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application and represent that such information is tnle, complete and acCunlte. I undel1tand this is an application and not a permit, and that work prior to approval is a violation. . I undel1tand that this application and any permit issued or proprietaIy authorization issued PUl1uant thereto. . does not relive me of any obligation for obtaining any other required federal, state, water manasement district or local permit prior to commencement. Qf constniction. . I ap; or I agree o.n behalf of tbe-appficant, to oPe~ and il1aintain the perMitted system unleSs the penniMng'agency authorizes traDsfer oftbe'pemiit to'a responsible operAtion entity:'J" undel1tand that knowingly making any false stafemenfor representation in this application is'& violation 'of Section 373.430, F.S. and 18 tJ.S.C. Section 1001. . . Michael Q. Ouillen. P.E. 'l)pedIPrinted N~ of :3:' or.. .....~ used) or Agau (If ODe is .. ~..:~ Signature of App cant/Agent Date City En2i.neer . . (Corporate Title if applicable) AN AGENT MAY SIGN ABOVE ~ IF THE APPLICANT COMPLETES THE FOLLOWING: B. I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietaIy authorization indicated above; and to fuinish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform any requirements which may be necessaty to procure the permit or authorization indicated above. I undentand that knowingly making any false statement or representation in: this application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. ' . :.1.... ".'. '" '.> ". - ,':.' . . .:'.: : .,"..,:'. TypedIPrinted Name of Applicant: . '" Signature'of A)JpJicant '.N/A' .Date ' . N/A (Corporate Title if applicable) Pleale note: The aDDllcant'. art..... .....tore (Bet. eoDv'lI rea.lnd aIHwe. PERSON AUTHORIZING ACCESS TO 1lIE PROPERTY MUST COMPLETE THE FOLLOWING: C. I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or pel10nnel from the Department of Environmental Protection, the Water Management District and the U.S. Army Corps of EngineeI1 necessuy for the review and iDspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to melee such review and inspection. Further, I agree to . pro':ide entry ~ th~ ~roject site f~r such . II. or ~a' ~~r~tte4 work if.a ~t is gran~ : ." , .. .'. .. " .' ..... ./'/""""Q~ .' : ID '. ". " ........ '.-' .... ~(.- 7-rJ~. . ' 1 . en.. , , .... . .... . .'. . . ~ . . Typed/Printed Name of Applicant Signature of Applicant Date 'City En2i.neer (Corporate TItle if applicable) .- APPROVED STATE OF FLORIDA c:r:n 'J 7 ')iL. \",...!- r '- Lv..J -:+~<. DEPARTMENT OF ~N.YIRON~.I81..p.13!?1~r.T~0~.' i I SECTION C . Enyiromnental Resource P~t Notice of Receipt of App Project Name County Owner App1ic:ant Applicants AddreSs: Beacb Walk: Pine!1as City ofOearwater, Florida City of Clearwater, Florida P.O. Box 4748, Clearwater, Florida 33758-4748 1. Indicate the project boundaries on a USGS quadrangle map. Attach a location map showing the boundaly of the proposed activity. The map should also contain a north arrow and a graphic scale; sbowSection(s), Townsbip(s), and Range(s); and must be of sufficient detail to allow a person unfamiliar with the site to find it. See Attach~d Site Maps. 2. Provide the names of all wetlands, or other surface waters that would be dredged, filled, impounded, diverted, drained, or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: The ProJed is OD a barrier islaDd (Oearwater Beach) between the inter-coastal waterway 8& Gulf of Mnieo, Just north of Clearwater Pass. . 3. Attach a depiction (plan and section views), which clearly shows the wolks or other facilities proposed to be constructed. Use multiple sbeets, if necessary. Use a scale sufficient to show the location and type of wolks. See attached master Plan of proposed improvements. 4. Briefly describe the proposed project (such as ftconstruct dock with boat sbe1terft, "replace two existing culvertsft , "construct surface water Dl8Il88ement system to serve 150 8CR residential development"): Construet snrfaa water management system to serve 14.02 aeres of pubUe streets and parking along the beaebfront. s. Specify the acreage ofwet1ands or other surface waters, if any, that are proposed to be. filled, ~ or otherwise disturbed or impacted by the proposed activity: . A~pR.9'yE'p No wetlands impaetecL ProJed is ealarging nisting storm-water ontfaUs Into CI~ RIDA eODDeding to IDter-eoasta1 waterwaYs. IJilprovemeats stop at seawalL filled J:flA ac.; _ excavated ac.; SEP 2 7 2006 I other impacts N/A ac. DEPARTMENT OF 6. Provide a brief statement describing any proposed mitigation for impacts to w ....._~_ _ mbth'li~~JQ~.. . (attacb additional sheets ifnecessary): No mitigation is proposed. OutfaU pipes wiD bave Manatee ProteetioD Ban or better. FOR AGENCY USE ONLY ~.-, . Application Name: Application Number: Office where the application can be inspected: Note to Notice recipient: The information in this nouce has been submitted by the applicant, and has not been verifaed by the agency. It may be incorrect, incomplete or may be subject to change. . II _..4~ ,- ",', I -. I . '-' : '. ' , . . . VEO I S'TA~~~f~OR'DA, l ~. i02 ~~ .-' "' , I' ..."\ -'l.... "~'u' ,.. ' ., ,.IL, .~~...- -rr: ' n- 'I,'" '\ --, . I J:" J" .' ," I ~..;' -~ J. Petersburg , , . . '. . SH' . '2',7' 2006 , , .,' . r-',.-: ....; . ',. ~~.~ 'Fiaure r:-1 ~... ft. I ..." ^ ,,~ . I. Graul PipIlIo"'JlkIped"~le ..... .. ....... .. 3: I S.......C......t 11101",. or ..., Claa Cancrot.. IS UNlESS EXCWllED BY SPECIAl DETAlI. PIPE TYPES STRUCruRE INVERT ......, .... 1,...,.1...., . .. .' ~. c:...... a. ,_ of c.ncr.,. r ...~""" I . I. r~ ... ~ 00: wg 6U. a::LL. ~O ~UI ~ ~ U) AL 1ER FABRIC WRAP ON GROUTED PIPE TO. S1RUCIDR~ JOINT (OOT INDEX NO. 201) -.. r- Jiil .. ~ ~ --- t.':': ::."'..."'t.'"" r_.'rcn r..._ ... __s.....SJ IIIl lOlDUaDl ~'1.-:J:W::=I.~~~ ..... LClCA_ ...T.... PUl _AClUREII HEADWAll DETAIl... Sl'tmCAIlGlS AND _ lttlIfI ~ EHDWAU. IlIUENSlONS (EXa.u9VE OF lIUL1lI't.E PIPE SPAClNC) (DOT WDO NO. 250) .... i. .. . CITY OF ctEAitw"TEa; FLORID" PUBIJC WORKS ADMINISTRATION EllGINEI\lJffG 100 S. lIyn1e AVO:. .:i..,...~,:... :. r:_."__:.._..........,jf.. ....r-..'- ... ..... ',lA. I~ "V' ~.."l. , -~;:\){, " 1otIn. a_ce Belween ObsllUellon t- And Flaw Line Of Oullel Pipe. _ o Harmal Flow a........ I. Not To B. LL. W L... . J Can.lnleted ""... Obstruellon Is B.... Q~ Crown Dr Oullel Pip.. I- ~ No joinls llllaweel Insidto Ill. Candillen I .ltuel..... m ~ CONDITION l ~~ a: Z For Sltuetu", TIP. See PI.... c(w Q.~ Wz 00 0: ;; Z UI " IIIn. ao....... Be\w_ .Qbslnlellon - FIoo u.. 01 Oullel Pipe. Also Noimal Flow CIIOMsI Is NoI To Be Canslrueled lIIIJen ObstrueU... Is BoIow c.o.n Of Oullol Pipe. 51.... Cosl Iron or Ouclile Iron Half Sleaves J NOlE: . . '" . . ". . ,f. 0nI, water moIiIs .. b. aUowed to po.. .through ... CendlII... '11 olnleture. CONDITION II 2' min. DnII side of utlitr l' min. other side Utn it, P",. or S1.... ct' .~I "l\ ~ " \V ~,o ~J'\Jl SEcnQN A~ . . . STORM. 'CONFlICT MA~rb'b%' 'PLANS '" .'. . (DQT INDEX NO. 201) D '.. -:. -!L!:!.- ...... _... 8~.~\~;~~~ SUB;';;~lt::-:-~t"~ -, ....... ID-I Dare Appro i i 11 C:i~ d:f Z:I> nr ~,...' r.: -fZ ""-f. :;0 "0:1> ';j~ ,...,... ~rL.Jl :~ -J I li~l/ r ,j,.,1 . ---1--1--, ~ . /"1 -'~l]. ~ (Sn ~ .:..., F ! . j- !f ~~I ..... Vi ,~I :: _"'Ill i rr-" fir" r.fUll'ltf' !!i f II"! f,1 ,,: fJlljJ -'!LIf. i i'i"ll: m i ::1',,11 ';J i Jil I I r "- U a 1:"1 I : i-I .; '1" II 'i"l'" 1.1.1. ,!!. ! ~ f H" tllL;lJ ~r:; ,_ ill. iH1'lf ii · u. ! ~ ....-~ 11 r I.. III If 5Ii" . ~ . - I '"'.'nL.. ",1 !II! I.' !~ Ii Ifillr! I I i : I.!. . .!.: I, J I ~ ~- ~ lJ!! 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I - ~ r . - ~ "i r f - , ~';'AfG~':P,{~fk/OA - ." ., I SEP 2 7 2006 I . . ENV/. o~e,:~RfrlENT OF - PROTECTION , - .....n ~ . I ~~.~~~~ If . ' ~~fflf I n .. a' :...-__FIIOMaHrER 01 _ 0IS1ll1JCltllla, PA_ 5lIAIJ. BE IN AC1VAL lBlO1IllNITAU.ID. I'IPEI IlEcvrlORTI1IIlICIU8E ~ AND 11IE INSIIlIlOftIIE 5DlIIl:IUIIE IILIU. BEGlllllllDIMDOTH . '.' A1LSRlIIMIEWElliSlW.l;IlE_lDlCUTEl'II'Elll:Pl c:&ASlIUI____. . ALLNlI1EDlXlImUllJeN IVE(IIIP)SIW.l;MEE\'WA_ 1I'EClfICA1IlltlI. . .' Al.I.Klnj\l,OllGlIIIllIlo'\QIlMU.lII~\YI1J\^' RIOT IIU \ . ALL S1lllICrImU __AIINDUIIUIIBIIN CLClII! PIIDllIIolITYCANIlE PIIllAIrS11lUC:tWES ~~~~CLOIESIW.l;IIAVE/ A lZolNClllll'ENDlO11IAT.R.IIIIGIDlOl'IIOVIIll!_FUIIlllE IIOOF IlIlAIN CXIIlNEl:JIllNI. nmElIIIALLBE _ON ALL IItllP ~==="Al.U101IIE_IllALLBEFmID 'i) WI11I A l1IIEfLEX TYI'I! lJ-llIIl JS.l1I!IUEI VALVElIIl EQUAL AI AI'ftIOYED!lVIIIClI'IlaA_1IIECllNIKAl:11lllIllALLIIAU . ~AL~=='~~n:. \ 10. ~'=I;:=U4INCl1IDIIIA&U.1IIE~ \ ___VALVElUlU11fANlIIlEQUAL102A_1D \ SllA&L1III1IIElJ-11IiIIIElI. ..~., 1 .' . [ , J. ~ 'N.T.S. s. BEACH ~ WALK ", i~ I PIER 60 '.. ,. .. 9, , ~ lOCATION 16 mIISIOH '0- . CITY or. CLEARW~TBII. nolllDA' . PUBUC WORKS ADIIINISTRATION .. 'ENGIIlEEIlDIG 100 S. lI1rUo Aw. Clearwater. n S3'758 ftII:::--- --- -"-- - -- - ::-:..:::--- z ' LEGEND: 0 ~ SYMBOL LEGEND u.UJ IIIIIII'-ar-wr<< LIllI 0'0 -.aIL aD _-.u 0 'Z[ ~ ---- Rs ~i ----- m -..: - r-- ~'Z ...a.. .-. c-...I a -- C:(UJ SIRII:IWE _ 0- o..~ IRIiou 1ft LJ,.I UJz . en 00 IlIIDI _ INID a: eI FDGI' nPE 10 MD ~ eI _HD~SanH' 6 FDDr ME .. IIClUIl& _ IIU'I W IDOl nPE J SIHQI: IIUC HD EXHIBIT ."1" BEACH' WALK DESIGN --11IO -- .-_ :.III: _ ..U -- --II DRAINAGE SERIES _ ..u. --~ INDEX SHEET - 2. 1IllEREX 15" \..- S1R A-II 1. 1IllEREX 24- S1R A-14 1. 2. 3. 4. 5. 6. f' i" Ii -- "I-- I ' _ _WINGS ~ ; ) "P=-' I iON .. .. '\' ----it- · 10 .. ~ It, \ '.- ~I fC.. , , · -- ~ r: ~~ 11ft.' --~.->--'->---~-- -. \ :\ cJ !Ie ! I ~ - -- -- "\" C'\'\.-- ~ I~ ""A ~ L..-.... \ .) l' .., r 4.t~ I cPI mjfII'l ~- \" ~ . '.. X ~. .' i.n ~ '411'1 .~ ~- " ---I ; ... rM-1t-l. II ff1 ~~ --;........ C f"o,~,. _ ... c: ...c as . . \~ \ l,~ ~~ 8 ~ ~.... r I ~H /II-, ~~ _ 1"'..., ~ N _).... .- g ;; lorl I I!~ i'~~ I l -,-- -~~;-:\: -\!. '~J ill I!i .... B ... ':I ~ \~ ~ \ l\ r . 1l.Jl11~ r .." a_. I. .'~ I I \ . ,'crY ! i ... ilii ~'s I ,!I ~ ~/I"~~I:II!!@ \~ ~~'..\.. I ~_t~ ;: i 4.11 ~f I I 'II I,'''' I ,Pill \ .... r L---.-,,~ ", ~;n.l; - '\ ~. l ~ _ (I "!I ...., D T"- ..b: ,. I I I J .. ... i&;:l ~ 111 . 1 i_Ill I I~I -"!S I _ _ _ .. 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' \ I \ " ~ ----- "~:-~ GUlNIEW BoulEVARD "' tfE5Y ~ 1 \..~~;~" ,~;;;; ~~" A~ ~ . ~ I \\ ~. . ...~ II~ TI ~.~~~-~. * ~~~. ...".":~~.....\,, .- \1\-----t~ 1\: '";o,-;,...."Y I I I. :'-:-- ~ ",... ~......". ~" . \ \~, I ,I :\:IlIIIBo'"~' . · ...If ~ . J 1<3:> ~ IU1' T'tIIE S I <3) flllII'" SIIUr. 8G& S -'f 15" _ _ _~11II S1II "2_ ,. 1I...c~ ;a ..~ \ ~_.III. 221 -1I!l-.211 _ ElL IE. ur.. Ull. 10 _11 / ...l '" ... ,,~... ...... ' _+17.110. 2JIIr STA. 1_51.1111 27.S1.r _r f1F II1LI _ ~-'" - a.._~ 1lIPe..E~' "_111_ sur___ 0<( - ." a.. - ,L f"l... lIP a.. ~ ", 10 111+211_ A-I _"2_/ ",. '" ~.:..a. r>t,' " ~_Ir \ \ ~ _ :: ~ i1-~ ~,_ e.. . am Ir _ (&-.I) ~ ._ IIEnGI ..I "':" -a:: ;2 _ ~ ~ I "\ <E:> 1c:-:IIUT...;uS'\, ~ : ~.:,;:r~-=ul- <E> ::!~Qy tf' ~~ul.==f1F-1 1lI'tlll7:'t:~ ~ l '1~27.S'1IT I' =::I:~71_I4"_("'" =....::sf1F..... ..i=-':'---/ \ lIP . ~2l ":-'.J ~ ~ ~ ... EL II. . .... ..- 1M. C .. $WI A-4. A-.J. ...7: .... a .\-olD. ~ . 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RIED IE" _HDlIE , \- ,- ~ - '" L (- ~ - '- - FBUBIElI iW:1RIC", - -, '-r 5Al - '. - ,- I..'I;!- - - ,w;.m.- .-\ '" SAIl ~ RCW ~ ~CE ~ ~~* w:fl{ . . . ~ ..... ~.. LU~ ~ ~!:! '.~ C I ~I!:! C!! -;; _III ,I'; ;:...~ _.. ',_ ,~ .'~ ~. :... .. .. ., ... ... ... .; .. .. . , ,. I'Y ' no+oo...f I _ SEE 9tEET ST -0 FOR LEGEND AND NOTES 1"'_ .. -:........ .-- ..- --. .... 1.....- t-tD4t - 1_- .1UOl -lL2ZlI r& ~ r r SAIl 1/& SA rCiY ~~, ~ '- 15 SAD all! !:'4'..._ ~:a ~... .:: "I ~6 '8 !I 0_ <I ... q; 01 'Ill I~ 'S PI:; ....,;:; :;:; :.. ~:l ~.. :'" ~.. ;~ '" =, ~;:j ::; :.. :001 :01 -001 !.. ~;i I 108+00 _+lID 1_ ~ SEE SHEET UT-2 FOR unuTY DETAIL; SEE SHEET RP-2 FOR ROADWAY DETAIL: SEE SHEET DP-2 FOR DEMOU ~ I' . .. CITY or CWllWAftIl, MIIDA ___ - -":.". . PUBUC WORICS ADIOHISTRATION -:'_.:/0 IltGINIERDIC ..___ -- 100 8. Kyrt/8 Ave. :-:::.::.:::..r ___.__.... __ . 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BllGIIIBEIIINC FIRST STREET DRAINAGE PROPOSFn PI AN IIr PROF"II F" CB> :lr.-=--.&" -. BrA. ___ lULl 111' a. . lUI fir' IL . UI INV. a. s. . _ II" IlIA. (C-2II) <9> IIllITT'II'IIKn~".... _ .. 110 ITA. --... ZU'IIT 111' a. . lUI "" II. . UI 1IIV.a........III1"IIIA.!!1) IN. a. E. . -IoU Ii' IlIA. IN. L .. . -1.u W IlIA. 0- -,--- I 1 t. ~= 0;.. .. ::i.a;: I ~ I I ~ ~ l! ;- .~ = , 5~ =~ = . : _ao _ao \U ~~ a, cg '%,0- .~ ~ li}!~\ Ui~ r- . ~;~ ~ c:--l 7 ;z r\\ iI!!"-~~ 1......00-" -- . --- '/-~ \ I I I JI "",- 6 tou ..~ (J t . .. I I _SCAUIlfIZ I FOR CONTINUAl' ! SEE SHEET ST- . .- .~ cS- . . /'.. ' I: ' ~ ,It:. I;!j I 1; I~ il.. .' .. <B> -sit ~.. ~ :;:;,Z '-If'...1Dh ,ducw,,", I\-. ~. V' \\ ~-~ ..:::::::- :-.-. O_Nrrlll _. - I=: NEW If' Ie....... - ~ 1:;':" " _ .... :.:.,.,' '...'~I~IL... ~.,'..... ...._. .: ::::., . '~"-'"'''' / ..... ~ w .. .. ''-: ill "-~~;= bos1INO I WI V r--..: '.... 1D1I["'~8' '.... I a.r.tR ~IIR lIAi - - =:J --....: r.,.-.... 1 -=: _ . ,- ---~._. 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DrIll DRAINAGE CALCULATIONS 1 1 II. a. 1341 a. II. a. SPENCER AVENUE POND TOPOCRA~Al SURVEY 51;CTIONS .~. DRAlNAOE CAl~ULAT!ONS a EllN 1110 . ;'h~iJ!r: . 'l~~q. -:'J::J.:..... ... ---..-- ~a\\:lg~6~d~~ A~ J" ii -,1 . 3i " I '~~ 11 . I.~' " : 1r" = . i . . . , ......---::~<: - -.... ,,~' "" .........., ""'-.. " , " \ N .------ 1'11.N311N ~A NOU;>3;8~~:lV~1.'d"d3 c~ z> O! ...,. !!...2 z:<~ "'!lt~ ~X -..= llIl<- ~ff" zOo ....... "0 .,.... :=;=~.== .......... ;:~mm~ u'i~~~'ii'i~ Ii I .. 0..... .~4..C. I ) · II'I.! .JUt -....~ III II..IUIIH. ] n]] lUSH I.. ull~ ..........,.......... . .\ ..' I f I I I ~ B _ 1114_ J .', "'. :1 f SUN TREE TECHNOL.OG/ES MODEL. flOW. lREATWENT. II: BYPASS SPEClFlCAllONS FOR tHE BIOMASS SEPARAllNG BASKET SUNTAE'E'. TKCI-I .CAc:MW......1< "H"".,E ".111."'" P"O..JECT CONlRACTOR TO PROYIDE USf' ZJOAA RINGS ANa COVERS '.lnflow PIp. AnIo 2.Open Orlnc. AnIo In Biotn_ S~tIng Basht J. Treatable Flow Area With No Blockage _ 4. Treatable Flow Area With 50ll Blockllge _ 5. Treatable Flow Area \Wth 75. Blockage ._ 6./lIfnlmum B>PON AIIfIiIabIe (WIth Bask., '00. Full) BASNET SroRACC - 58 CU. FT. (2.' 'rOS,) SE1JWENr S1l1'fACC Lower F"",t ChotnJHr Lower MIdd. OIamb", _ Lo_ RtIGT ChotnJHr 7. '0 SO.FT. PA TENTED - "'- ~ .Jof.5 SQ.FT. .Jf.5 SQ.n. '7.2 SQ.FT. 46 SQ.FT. 7. 7 5O.FT. E ---..--- --.-..-- .....-...--.. _r..___ -..-.... AU._ -~-- --......... 72 CU. FT. 66 CU. FT. 66 aI. FT. 107M 20f C/J. FT. NOTES: _w;w I. CGNCIlETE 28 DAY CGMI'RESSIVE 5lRENG1l1 rc-s.aoa PSI. 2. REINFllRClNG: AS1U A-liS, GRADE 10. 3. SUPPORTS AN H20 LOAOlNC AS INDICATED 8Y MSHlO. 4. JIllNT 5EALNlT: BUTYl RUBBER ss-s-aaZIO . 5. ~ WAlLS, TOP + BOT1tlII ARE SO lHICl<. -.... - --:.. ... ,.:.- ,. ~ ,......... (7.5 'rOs.) GRADE flv. INFlOW INVERT 3.591 . -I:v~, ::t if ~ ~~J21 F84=1 '52 --";'-LOLE SIZE I UI RCP 44 ~J,. 144 158 FROtlT \OEW RlllHT _ IlIEW .. ........cn.r ID _r UDS __.u__ PEAK TREA TMENT DESIGN FLOW 24 ft.J /sec. ..........,.rROlltSIDAr&CASr__"" OF lDrAt _ ___ a_lD _II51lE_ONA_FID'II RAIl'OF' ~ FEET I'm _ -I'FE PEAK DESIGN how 46 ft. .J I. sec. " STRUCT"L.IAE .2 OF" .2 .a_ IIE"ACHlIIo&K _ _ - BD SET JIBSI--- -. --- ...- .. BEAOi WAU< DESIGN . , t I I I ." z 0 < f3 0 u;) 11.W oCE ~ O~ ~ I-~ wg z~ >11. r- w-, OIL ~~ 2':0 N ~Z ~W CL. <W <~ ~:E < w .... U) Wz en 00 . !._)t f~ I SUN TREE TECHNOL.OGIES MODEL. NO. NSSB 6_1:ZW B4-CVVS-1 FLOW, TREAlMENT, &I BYPASS SPECIFICATIONS FOR lHE BIOMASS SEPARATING BASKET UN rflllEIC TECH .~AC""WA&.I< ~""A.E ".'II...'V ,.,.OJECT PATENTED _ I'ItJENTS _ 7.10SQ.FT. 1.Inllow Pipe Area 2. Open Orifice keD In BlornaSfl Separating Basket 3.Treatable Aow Area With No BlockGCJe 4. Treatable Flow Area With 50" Blockage .- 5. Treatable Flow Area With 75" Blockage 6.Mlnlrnum Bypass AlIOIkIbIe (Wfth Basket 100:lf Full) BASKU STORAGE = 58 ro. FT. (2. I YD5.) SCOIMENT STORAGE Lower Front Chamber Lower Middle Chamber - Lower Rear Chamber Jf.5 SQ.FT. J4.5 SO.FT. 17.2 SO.FT. 8.6 SQ.FT. 7.7 SO.FT. 5mEENED BOTTOM5 HINGED --... - -.... -.,....- ... ..........- ,............... 72 ro. FT. 66 ro. FT. 66 ro. FT. TOTAL 204 ro. FT. (7.5 YDS.) - \.EfT END \lEW NOlES: -- 1. CONCRElE 28 DAY COMPRESSIIIE SlRENGlH fc-S.DOD PSI. 2. RElNFDRClNG: ASTIl A-615. CRADE 60. J. SUPPORTS AN H20 I.DADING AS tNDlCAlED BY MSHlO. 4. JOINT SEALANT: BUrn. RUBBER 55-5-00210 So AU. WAU.S. TOP + BOTTOIoI ARE 6" THICK. I. :r:.~ 1:':::; UDS CASTm'~ HATCHES (HAWOAY H1R2436) 1NE SIIIICIIIIIIl1llS __ IS -.y II1EIIIID 111 II[ __ It a:F IDlD LDCA..... 111M U!SS _Sl/FCIMIL_- 1IEADL"f' AVM.MU ,. ... GIHEII --y-- ........ _"'1M RIa 1lEl'M.!L E "TIC WAlER LEVEL RlGllT END 'AEW STAUCTIJAE , OF :z P~AK TREA TM~NT DESIGN FLOW 24 ft.J / sec. I/II:A_ _ 10 AT lEASr __VAL aF~ALw~':~~-=~1ll RA~ aF IIJI/EMI FEET _ _ _1'If'E . P~AK D~SIGN.FLOW 46 ft. J / sec. _'D"_ IIIII.C__ II AG:ll... ~ PUBLIC IORIlS..J!.~mll 8E"AQ/tMIK PIWiE ".II" - JIIR::- -- ....- BEAOi WA1J( DESIGN STORM DETAlS 11.'.5. ...... BID SET - -- .. ....... .. - - --.. I r I I I I I I . ! \ \ r .... '01 -^~ 0.23" -lIlIAW8lGI ~ SEE NSBB DETAIl SHEET SD-7 LOCATION SITE PlAN OR NSBB#2 --- II UT ONFUCT SEE OTE NO. 2 SHE 5T-3 E: ~ ~~ ~U) .... ?>> (II -" o + (II o z ~ Uo... qo l-a: Zo. ~i ~~ iUl o.~ ~5 ~ c( o Ofi. uJS '"Uo ~Uo 0.0 o..uJ otL';i t; to ~ l"- N 0- uJ en ~ , " 6!' --,.,.,. I \ I I I ... ,. . j- RCP :: NO.1 r-3 SHALLOW 40 Lf 16- DIP OVER 8- SAN ~ -J N ~!!\ !\ SEE NSB8 DETAIL SHEET 50-7 LOCAllON SITE PLAN OR NSBB#1 t it 21 II \I -J ~ BID SET ftISJ--- ... --- ...- -~~~.- HAMDfN DR. DRANAa PROPQSB) PlAN . I I I i i 1-- -~ l ~ .. ...... (1'.-1>_-> fl I.LI EIIlIC DO rO r-r ~ r I'.... ~ .. .' ,r' r<1 1-1(_ I1.I:l I RECOMMENDED MAlGlIUll PIPE SIZES lIfT ... 'lID1It PIP[ 5IZE t-o- 18' Y-I' 24' .... ....... IIIia .. III' -* .... -..-.........-.. _...~_...- No. 2IIL r.o.,r...-- -...--.... di'-==- Do .....-., '''' (. a(. ,'- ., a(' -..- , B -l 'to .. =",_211I) 4115.1 SEI:1IlII EE I c c ! L ... ... -l I t!. I ,. I ~ r ___..., tw...... .... . II) Lo l1[",,,.rr SEClllIII CC -- _... CDMB u ~ uJ-.t 1-1 . I I I L. J rill ..c ......"_ ] , Jhj ~ tAi ~ lI)IJ au ........ en. SEl:\lllIl M .. ~ · .t en. . IiEC1Dt . IlllUllE r SIlIIP IIEUIIINVBU PER P\M IllJlE 6 BEACH WAJJ< DESDl PUBUC 1O'!!!...!2.-IBNIlITRATION -- -~- . .\., h l r _""'__""'500_"'_ .. II IUl' lilt SRICIIlE IOI1lII 4lCWIIE t SIll' IIELOII IIMIIf . fER PIM NOlE 6' e.o. r Cll, Indlll - ..~ ~,=lred SEI:1IlII N c:o. ROlF .... IEIllII4ECIIllN IlETM. . EXlS11NG INlET GENERAl NOlES L """llIoI~..........__.___..."".... ..... ..... .. ....... - ...... .... ...... ... III . ..... ....."'"""'..._~..._- - ...-..... lor .. ~ __..,... I. _ .,.. Wqdo _ J. ~:~__CllI...............,.. 1 __ _....., r-'.l .. __'C' ....~_.._............. ... - ...-... .... - ~ =::.::,~ =-~,:::.:'~.... s.wn, to .. s. ,................ _ ..... ... 101. II1DIIIlmlIIIUl' nPE A (DOT INDEX NO. 2JO) --""11-"_ 1-:" ~~~ ,1= " BID Sfl I=.'~I~ , - ,.-- _ '--I' I I . . ...,.. - ~- I I ., . I I ff 1- 11" U HI i 1111 If ~~ ~ ~ u "If ~l "',5 Ii .e,' I ~t In ~ " w_ -- III J~ Iii ( r ~II ! ~~ i I II lilS l:f n --1 I~ .: ", J. 10 ! r'" . . No ~ ~~~ ia f II Ii ~ I ran ~m f "II ~~'6'?~C8R'DA Ir- 511' I I 17 AAAAR I I lAAAAA SEP 2. 7 2.006 , ~- I~ I DEPA~~~c~~8.fECT10N ~ I R AR I RRRRR N'J'IRONME :~ !~ 8BBBB II 4~r ~I :- e "8 I i! -~''; I lS; '" ~ CO C , V) .. It ~. .' B L .' <( o Oft. U19 6u- ctU- CLoO CLoUl <t~ ~ ") ') '> " r- N 0- W en flIeI [odI _ Camtr R..... _ R_ _ar_uII. r~....... fIl.S'.... e' 1- SjOIIlIlIIcaI .... D I. i (' u.. :" 0(. ....(;... Zc. uJ' 2<;' ....i-! ct-?~ <t tiJ ~ CL. '5 i uJZl 00\ cr~ 5i Z' " B -' LA I'l.AN orur nPE 4 SYIIIIElRICM. MlIlII' 0 S'-If' r '-If' '''-S' 11P \'D TohPald I UonbOl....._ I To....... . '....c.aa. '.Alc.aa. J;FF-" ~ tj ~ .4 .;.. - T..... ...... SECIIlIt . orur nPE 4 SYIIIIElRICM. MlIlII' D . . I I i 1WO PIECE lOP FOR aTY IIAIN1ENANCE ~- r,'77'!I; - IIIkn.ran. ZIl2' An". hn SInI n... IIlII Ion9lh ~~, -..... 4'-If'_ i 1 1=: . REINfORClNC SEClKlN 4'-0' OIA. STRUCtURE BOTTOhI (SECnON AA) TRANSVERSE SECTIONS rOR INLETS TYPES 3 '" 4 t.lODIFlm FOR CITY or ClEARWAlER (DOT INDEX NO. 210) -..- -....,.... T. P!.d,..... r.. I AI It GuI.. r.l.OI_ ~ r I fa t..... Far ... allot.. l.IlnIa 01 ... o.mn.au.. '-11" t-If' lluU._ t-l' Go,.. TnlIIIillau SB:IllIt . (On _ Tap T... ,~ ... UlII1a1l) (oJ~L~WO~ ~1) No. I . .5" (SIoII Cooor Ill_I SB:IllIt All .. A PVBUC 1I01UClI ADIIINIS1RATlDN ,__II!G~ S4' d'-" d'-r " " raw II a raw . ~;,,, " ( ,'-3' ,.' t-", t-.. I !! AI B ~ ,L B -1 A-.J PlAN __"""SIoc t-Il" .. - 24' 5IH ,'.-If' ... - ,.. 5iIo ... 8aatbt AI S-l on_ __m_ Sial c....... Soa 0. .:. hJ ~ .Il!S ~ ~J. j :: H~ sd Ia SEClKlN AA SECnON B9 GUT1ER ~LET TYPE V (DOT INOEll NO, 22\) IIlCWIlE 't lUIP IELOW 0UIl'1U. IIMRI' I'BlI'tR1l IIlJIE BID SEl MI --. --I BEAOi W/ldY. DESlGI ...... ~nDU neT....c: z. c ~\ i!l 1-1- a:z c:(l,C u.. :a i ~6 a: ==: ~l I ..~;: . ~ I . 'lr'l:~~,:"4 8 A ~8D'V1S'ON ~ · . ..:.. '~r ~~,:"~;. , t '., ~;.,:.(...... 14 .. ..~. . ~ ~.t )'(i.; . ~;~~l~~~~:~ ....;:: .;: c .~, IN~ '~,~;C,:,. : :::""""'; \~, L iP..: .. ., 1......:~J~..,:~~ '" .. ~,... L~17 $h:"'f~J . 'SHAD-ED'~~AREA'" l!ILI&..~ I '" I !~ ......::. oJ'" NOTINCLUDEDI~ .~ . f- ~r,::.."',.'1f - ~~~~~~:".- - . . -'~ ~ll ..e~' .. r-~~') lI,;J ~ 1 12 ! Ii 'i I . .. J ,~.~ ~ I~ lli .... SHADED AREA PHAse I v. ",?:,' , ~ ..." NOT INCLUDED IN THIS ~ '.:' , . .". :t '.:.~ .'\. BID SET ~ . " ., ..:;:;;; .. ..... .._ ...r:..,.,." ..:. ." I'\rj' -~;i;I:" ~'i; ~::?fQ.~.i, .. _ -r ~... 111 "/1i. ;"':, ,:~:!", i!P..!'..,,' iAiu, ,". :.li" ;..,. ~.' ~.... _ _ ' il ! :: ~.,'. ~ri' ..~.111.. ' . '.11'._ :' :." ';'::~j Z. ~~;y _ I ! " " . I ":' .:,. t. tr;.... .... ,'. :.:,.;.,' ~~-= 'I~~n'=--=i " : I I,,' . .f. . .r-;-',...., " .. ~__,_ ~ , ~ . ~a ~! ~5 = ! ~! 1 ~ ~ ~ ~ ! ~ ~ , ~ 00: LUg ~u. a:u. 0.0 ~~ ~ 1.0 _? ~ - ,. ,."... '" .. ,.;:10: ';:-i: .,~ '....., ~~4ol1&n_''''' .. -....... " IDl. -JI.Ill. lUIl1' 1IIPL__ :t:~&~w... 110 120 .. ".PLMI~'_ ________~...~. --... ------- - 1.flI~1 --""""'\:-- .. .." ." ..-- :n". ~ . ...,......._..lo"'": ":.' - F1frH sn':, ":". ~, ..ar".-~ ._._ . ~lnL"9,~~~~~-iiiW - Sf' . · .l-\j~ , ~ A. I r I IJi >> ~ a:'!!. ~ 2 I 21 SEE stfEET ST 180' I ~:I,I ~ 7 ~_~~~ '~. 7\ I~ I~~ Ii (!!!::!!> I~;; "!".. .- .' .. .~: ~,' .' ~,'J' 'oS:,_j .~. ~.~~ /e __ ... .~... . f.~. '.. . , r .... ::.' ... ,", ',.:. -,,':, "- - --- ~;:.F-~ :::1 ... -,.... . ." '~': I. . ~"~~..;:., - _. ==~. . > )4"", . .,. ,-,' ~ " .,t't " - ! J lEE 8Gl' i4 I ~5 Co ~! . ~~ i I I, I. - St,... '.'1+00 '1~. 11_ - -..- 1-- :1:''' an lIP CI.&AIl1I.' . PIIBUC IOIIlS IIIGIIIBIIIIIIl 1110 S. ~ &01; . _ CIoana..... n 317&1 -.....- -... fl. ftIj---;1 .. --- ...- --- . --- ..--- -- .~ {' ,...... N ~ w en .. . . .. .. . " _xou._ - -.1- ..' i'i:l "aD: l;.;..,!: p ; li'-i ~ ~ "" 5'~ ll- ~ , : . lI'mb SET' i: ~d. :::.-:: r SEE SHEET UT-18 FOR UlIUlY DETAIl fFI1i STREET DRANAa: PROPOSED PlAN II PROfU tt A CW\.&.tV\ Tn rtL...L'In "" . .........:l[../. . I I 1 .: I I 1- :-.. ..:__._~.:~j-:--~.L ..-" Eil .. , . , . I I I I I ~ cr::~ ;~;;;;; . . APPROVED STATE OF FLORIDA SEP 2 7 2Club ~ DEPARTMENT OF ENVIRONMENTAL PROTECl'IO -.".'" . I ' .', ~ - _- I- ~\ '::a rr h-~~to1~L ~ \ \ ] .S ~ I'i iii r. V I '~\~~ \ '~\\. ~~:~ - 0 Ii 'i _ _ = . i- 1\ ; ~ 'L- Q " m - - ~ I , r\" ~- ~": I I; I !t ~ I:S ~I · ~- · ::J · I ~ .', '" i ' 1...-/ I +____ / ~& r ~ I ~ l - ~ _ _I' z I " ~ zs ' ! 1 -il -:- r- - - - - I 1 L"I... HH-~.il it - HI 2. i ! I "I I . .,: .., t ll(fflffl" ~ " ." ~! , I. I 'i Ii . ~ 11 >. - - _\_i;-, -' " I- - - -@- h !~ lS I oSI I ~ 9~ ~ I ~ h i i : h=' 1 - I~::~II f I I I _I Ii \;6 ;' ....I.J . I I I P. ~! ~ lills, 1_ i . I ~ I =': . - - '! ~I ~V!'J 4, ~ - G .11_ ~ _I:._L_~-- _~ · . n c 1%' -'" . . ~ G V. """1 I ',II ." ."~ \" ~ I J J!Jt.I~ (). I u's U3H.1S, 1S1l. ~ ~ ~ J J I I J'" - "APPROVED 11 "" STAtE OF FLORIDA ~ ~ :/ If .. I ,,'i'--..W I f li,& ~ SEP 2 1 2t.Iu"-i -tI' -L._.. bj ~~ ~')JIMiJ' l"li J:l I I I I, ~ ,w~~ l'U ~ L ... t "" I ",Ii! I I I . t . ' ~ 11/ I fElf rTT7 HHH/~"'~ OEPARTMENTOF ;~ I LV: 9. \ S.: vv \, \11""-. ! .t1;~, /IAh i !~1!30NME~Wc),.!3.0!g91('" !~;t ~31'H~-~ ~ .11 ~~ t!1 I I- r' 1=:='11 10 ~ r Hf. ,~~tr)!-- -! ~ -'IIi I.~iel:! II Ij ~ I IIII~ Q" I ~ _~ ~__------~:7)~~/.~~ " ~ · Id 1:1. ~ 5cJo~ ~-, t II · j it I. ~' ~Q' "V.: ---)- ..':''"If . '~ 0"""" .fi' ~ ." ~ i~. '!;IT -$. ~ rr ili v " n I==:='P I . r /Z /;1.~ . ~ r/ I ....... ,'ill ! ,.'- _ -<7?' ..- ~=. -'- '- - . 1"1& .. I ~~:.~.- ~"' T~-;I,. r) ~r J ;-. ~ ~I ~. !. t d! i.1 I J 'jo. ,./~ ,~J. ~~1\~ I 1%% I. niif~' ~~ ~1J~~ll ~P,l~[J. R~lla If J I~II i' ..~~ @Z,I;-I-',l..,'{J...111 ~._~~l! ~ ~ .~ ::=!I!!!IWl_~-IIJ. 1/11' . " 'I I I I/NI Nh'1 ! I I r ! I -';::"'~- r-I . z~ . c' t\ c:( U- Uj\ 0 I..D e~\ .? Oft. ~ r~ ZQ. ~ LUg UJ.,.l I ~U- r- ~c:( a;.U- N ~~ 0.0 c:(w Q.uJ 0... Q.~ c:(~ U-J' UJz t; en 00 a: ~ Oc:E!> c8:> c::E:> I _~4I~._.._ I f" f If" ='n.1r :x _lID JUln i\5!..1U1'.!DOt 'MI A --!""f 111 rur IrA.n_......u 1lI'~ 1rA........ l-----.~--' =:: i: -_I.-1M...., lit' a:: i:ii a- "71 ~ ~ IIY. II.. .. - &41 r IlIA. ("1) *.... - ~ .. IIA. f:!!l - .. - -- r#' IIA. 10-" ,.;;-_ Ii...... I - .........-li::ii...IIA.~ ~__r__~ :.:u~Mr- ~~- <::8Lu__ I fIIIl I . I <!:!:> , ="l~ I'IIA. _~I =-~nr 0 :':_47\1' I _B:ii1:-_wllIA.Ei 11IPL-_ _L~H'llIA. INL......'r~.~ . _II.. _,",JII"llIA. , IN II.. IE. . -lUf I&" .., (0-1 - I' IlIA ~ I ~4.l.-1- ~""II. iP~~ ~.UI =: .. E. _ UJ II' lIA. ~-_.. I I I I <E::>__ I ;: ~ ~=.._.-no - _~I .&nr1Wl4l11.R -.: _ IrA. ......, _ 11M _l1li. .. I 1lII' II.. . _ I SIll. , 'lMU IrA. ,lUtlIIUII, 17.1\' ......-_ 11IPL-.... 'XL.U1 IN II.. .. _ ~H' lIA. (0-11) _ L~ - t.aI II" 1M. (0-11 II.. - ... _ II.. .. _ &17 IIA. (a'4l IN 11..1. - t.aI II" IIA. (0-7) .. Eo - _ ,.. IlIA. lll-It4l _LM._ . II'IM.(O-II ......~-_.... -,~-;:- c:Eb ' @:> I w:~' nNl I I --~ - _...._ SIll. , lIft., 51'" n.._ r lOP IL: _ ... 11IPL-_ _!i..-anll"lM.(O-II I - II.. . - '1 II" ... ..., - "1 .. - Ion II" ... (0-11 ~4.lIUt_u-l I _ 110 . IrA. lUL\ -' --- "- ----- -~_. fllII__ I I q-- -- " ~ ~ · II ~...... ,.- \ \ ..-- 1'-- -- ...-- I c::B> ~~lM _L Sa~3.ii- ::raUan_..... ...~~~_....J.lI) z. ._.l........-=='_ e:'~lU\T '(=B.~Ulir J. _1Il__~..._ ......:_ _La. .......,....... "1I!'1lIIII1'_~fIa~_ *.............--.u -..... .....,... ~<ID l/DGf1lP&............ ~., ~~.... -.l "_""T~_ --- ~--f- N =- :'~'=' G.ftr -..J ... "--- l7AT J :;:.... &all ~ -1WE"1Ut _;-. = :: : :: j')... :: ~ : ..:.: :::: 6t ::- =:.:... - '- _"I.. _M""~ ......1..-....,... . lIPL__ -p__..t_ ......... _.... ""..-:uo _1IP&.q......... ......p. ~~" '. ......fUalr..18-Q\ "--~_. - I JfIlll.IIa .-=....---..... ......1. - -....WA I,,", -... "~ ...... ~ - -11II. - .....,.11) N R ... ... -. - -L44 .. .. I'" \ OJ .....- -t1m:1IlIMI.741&7'tr ~~ t_, ~ . ~.t~~1m1l'..~ - ~::~~...... I ~.;t: I . -..J \ ... .. ,.. ..,:."up ... L No .,-1.40 .. .. .... . ~ I FOR u1lOrY DETAIL; SEE SHEET RP-3 WAY DEl SEE SHEET OP-3 F.OR . ~L ~SEE SH ST'" FOR PROFILE: ~ em or CI.UIIW&tIIl. II.OIIIU PUIU: lOllS ~" IOO~~... -..... II _ - . . -.l ~ - ..~ ~. - .... -- === -- . - ---.-- - . . ....~.. ." . PIER r 60 SILT FENCE(ERC) a'EACH. AT LIMITS OFWORK .--- .-. c5 C1T'1' OF QEARIlI'IIR 00: ~~ ,...... Ou.. g:o N a..w a.. <(I- ~ UJ en en I ! lilt NOT PART OF THIS PLAN SET PHASE I CORONADO DRIVE . UMITS OF CONSTRUCTION PHASE II NORlH GULFVIEW BLVD ~ - PHASE III SOUTH GULFVIEW BLVD . PHASE IV FINAL CLEANUP I I REC01III __ ........c... ...- - IlE'IISlCIN ,..i..1l' I'fIQPBlrr ! LilcATION ,. ~ I. . _AcnlR 111 _lE lItE RDlOVAl./REl.llCA1KIN Of AU. U1llI11E5 _ lItE AFRC1BI IIU9NEliS 0llNERS 2. NO IIIIPIN.m IIl1EJlRIIP1Ill Of NIT U1I.I1Y SER\'lCE to lHE DlS11IIG llUSIIlE5S 111 BE _ 3. AU. SUlWET DATA WAS 081_ _ 111 lHE 2lI04 -_. 4. AU. ElIIS1lNG SlORII __ II1HlN IlIIIW Of DEllDU1KIN 1IIE IlDIIMll BT CGll1IW:11lR 111) DlSPOSEII Of PER c:aN11IACT _ uruss _IE N01EII. 5. PflIDR 111 NIT CIlNS1lIUC1IlIN ClIl IIEMIIU1lDN. ClINlllACTDR IS 111 _lE lItE REIIOVAL -/OR FINAL _ Of N.I. RDMlWAT SIllNAGE _ PMKWa IlE1DIS I1IlH lHE aTT Of 1UMWAlER. &. AU. IINlIHILES NOT _ClEO ClIl _' 5ItAI.L 8E IIRIlUGHT 10 f1Hl5HEIl GIWlE 111) PAIl FIIR AS AIWS1EII IIAHHCIIL 7.. N.I. UGIIT PlUS NID _ PlUS 10 BE AD.IlSlED 111 FINI5HED GIWlE IT U1IU1Y COIlPMT. ClINlllACTDR 111 _lE _ PER t:lIItlRACf IllICIIIIEN15. I. AU. IIE1ER llDllES _ ALL 01HER U1UTT IIOlIES 5ItAI.L BE IIRIlUGHT 111 flNl5ltED GIWlE. g. AU. U1lJ1E5 NOT _lED FClIl _ 1IIE PRD1EI:1ED 111) __ FClIllHE 1lURA1IIlN Of DIE c:ort51RUlmON. 10. AU. S1IlEE1UGIIIS NID lI\UHDD UNE5 111 BE REIIIMD IT 01IlERS. 11. ALL 1REES 1I1HIN LIIlS (JI DEIIllUIIllN TO BE REIIDWD IN _ I1IlH ClINlllACT DQCDIEIl15 111) 10 BE _ 111 _lED _ 1HE DTT IF l:LEAR'&\lER. 12. NO IIEIlIlU1KIN II LlICA1KIN g IT 1HIS ClINlRAGT. __8 ~---- -- --- ....- --~._- ............... ::.:.~ -:- DEMOUTION PLANS NJEX StEEl PUBUC WORKS A\BlINISTIlA'llDlf DGIIlIBIlINC 100 s. IlJrUe A_ Clurwater. n 8371\1 ~ IIGiI!D - ---- ......... .........- _.._&1'___ _I"...-J '.... ",' fUIIlw._ _.__ .-. 1Uf__ T7 a - IIttRI: ... ...... .. _ _.IINCIIDN _ ~ ---- o. UDII' PCI.E +_PGlIIEIlPClll: ...._ cur_ 8-SIllIIII-': ID---.u . _ __.-alE 8-_SDEll--.a w-_ _- UGHlI'<IIE ..---- 0--- _. __ I&1IR -11II- . <<MIl HPD laD .. GAS - ......... 8M B.I!/. -.......... . - -- <Ii!!) ---- <Ii!!) -SIllIIII___ <Ii!!) -SIllIIII___ l.~ ~J BID ~ ~1P.>11 1.10- Ii ~'F IIlI III A-- ...~ _ N.T.s. --- --- -- ::.. --=--:.................vw.. r .110_-_ III '5 . .'.' i i Iii 'Ii ili S I~ . 8 rIa !.I ' I It 11~ III r-" 1 ,. '. ,J;; II -1.111. . I J. . " I · il'l I- I II ..I. ~ .' i '.' i -. B L roO" LA fIlM (IU1' 1lPE 4 S'/MIE1IICAL MllIUI' 0 TYPE P OR J INLET BOTTOMS SHALL HAVE A BOTTOM SLAB AT 2' BELOW THE LOWEST PIPE INVERT AT STRUCTURES B-1 TO B-9, B-ll, C-l TO C-4, C-11 AND TO C-15, 0-5, 0-6, 0-7 AND 0-12. CAST IN PLACE AT B-9Q, B-12 AND B-13. to 80 Paid - I LinIlo 01 Wet _ I r. 80 PaId ,~~~'t~ kj ,. ,., . lit ' GuI.... Trans. 'NIl. smDllH . (IIUl' 1lPE 4 S'/MIE1IICAL MllIUI' 0 .l:WO PIECE lOP ,FOR. em 'IIAINIDfANCE . ~=..~ r--rf!fLIJ;. 8.. 1 r tin. 2X2. Angl. Iran 51011 _lull Ienglh _/welclod 1/2. . I. .' -rf ........ Anchor diG. i .i . 'JI --- .l-!"" -,,' REINFORCING SECTION 4'-0. DIA. STRUCTURE BOTTOM (SECTION AA) TRANSVERSE. SECTIONS FOR INLETS TYPES 3 & 4 MODIFIED FOR CITY or CLEARWATER (DOT INDEX NO. 210) _D-. flel Cat.." a.... Ra.t-c eollom Or ROw uuc , Q r ,. oi-'A.c. 15 . s'..Co 6' r-'....' ("'1 rap Ill" 6 I SfM't:t.cal AINl;I 0 I .'-)" , 1'-". ,tJj I . A-t .- . . ~. I 'I I lLa ~~ B L B .J 5'~ lIP .. " I Cult. 1,_ SEJ:D . (twlllllltI lop rJPll 6 ~ .... Loll Half) INLET TYPE 5 (DOT INDEX NO. 21\) It' _1_100 Ios 5 On Plans _ Cost.1rcn Gro1 51'" Goo..... s.e I z :.. .' .'-Q" 11 J =,1' j II IJ! 'i' l" i!i ~ 'II" ~ii It td- ... ,,!. II il ra.. raar No. 411 It' tin. It' No..lrl:lll. ", SECTION AA SECTION SB GUT1ER INlET nPE Y (DOT INDEX NO. 221) Inlet 8.. Or RIott (SlttI eo.._l sa:DlII M EXHIBIT "I lOF2 e. " CITY OF c:waw~ MBID. .~' ...;.-- . ,PUBIJC WORKS ADIIINISTRATION ::::.... , laciT~...' . : ----.-- .....-: C.......ler. n 331GI ==:..-=::- -... -- ...-....... .- ... BEAOi WAU<' DESIGN . STORM crt AlS -=- ..,... _ ...... .... ...~ t -- SIlT FENCl (ERe) AT UMITS OF WORK I ~ OD: wg >u.; ........ Ou.. Ita "I o..w Cl.. ctl- t! W (/,) Cf.) I ,I , , I I 111 NOT PART OF THIS PLAN SET PHASE I CORONADO DRIW: . UMrrB OF CONSTRUCTION PHASE II NOR1H GlIlfVIEW BlVD ~ ~ PHASE III SOUTH GULFVIEW BLVD , , . PHASE rv FINAL CLEANUP --- _"lac .. --. - -----............- IIEVlSIOH . BEACH. .-'" aTlt1F~1Ill ~ .' . ~L___----- -l~~D~ DR__ '~I ICJI I~I I. ClIN1IlAC1llR 111 CIlCIRIIItAlE _ 1IEIalI\MtJIlEl1llll IF AU. II1aJ1IE5 l11li _ _ 8U5IHE5S __ 2. 110 ~ III1EJIUI1lIIlIF Mfr IRUlY 5EINCE 111 1HE DISIIIIIlIMllNESS 111 8E _ 1 AU. _ DATA lIAS Cl8TMlEII PRlIR 111 lItE 2lI04 lURCAIlE SEA5IIN. 4.. AU. DISIIIIIl S1UW __ _ LII1S IF IIEIIIlU1JClN 111 8E RIIICMIl 81' ClIN1IlAC1llR - __ IF I'EIlIXlNlllACT IIOQIEHT UNlfSS lI1ItEIlIISE _ 5. _lIIMfr~CIl~ ClIII1IW:1aIIIS 111 CIlCIRIIItAlE _ REIIOV.IL =::p==~~T alT IF ~1IR. e. AU. IINItCIID NOT IIfIlIINS1RUC1E CIlIlDllMD' SIIAU. 8[ IIRllUGHT 111 fN5HED GRAIl[ _ PAIl F'CIR AS HJ.IISlIIl IIMaE. 7. AU. UQtT I'CUJ _ POIIIl PCIUlIlII 8[ _ 111 fN5HED IIUIIE 81' II11IIIT _Mfr. _ 111 COIIRIIIIIo\. IaIK I'EIl _ DIIlUB1S. a AU. - ... _ AU. O1IlEIlll1lnT _ SIIAU. BE IIIIClUQIT 111 _ GIWIE. .. AU. uama NOT _1111 _ _ 111 BE -----__1IIIIIF lHE CXlIIS1RUc1IoN. 10. AU. S1IlEElUlIt1S _ ~ IHS 111 8[ _81'_ 11. AU. 1REES .1l1li LII1S IF IIBIlIU1JllN 111 BE IIDICMD IN M:ClIRIINlCE l11li _ CIIICIMJI1S _ 111 BE -lIIC1lC1R111tAlEDlI1IIlHEalTlFaEMlM1IR. 12. 110 IIEIIIlU1JClN IN LllCA1IIII . 81' 1ItIS CClII1IlACT. it PUBUC IORKS ADMINIlITIW'IoH INGIIIIBRDIC 100 s. ICJI'lIe A_ CJeuowater, n 387Ii8 ~---- .- --- ...- --- :==-~ . DEMa.fTION PlANS NJEX SIfiT JZ' ':~ ':;i I PIE 6( I JIIIID ---- -.- .....- --- --- - -.......... '....,,' -- T7 _.._ ,...., __I D . -...s -.K ....... _ _......_~ -- ... .... 0- I&Ilf "II .. . ..- .... ... cur -.! e--__ 4)--_ e---. e--___ ...-S! --- A-- ..-..... D--- ---- -- - _ .... lie UG CAS . ........... .. --~ IN. _..... Cl!fl) -___ Cl!fl) -____ Cl!fl) -..- _ MIJ _ ~~ ~, ! ~ BID ~ G."""~11 l,jo. Dl. ~'F. , - ... ...~ -- - -- _ au --......-- ~~ . . . . - -; 1- m~I'.~ 1= I~ liE' Ii P !: I ----If--- J unl ~ I'JJ$'Pli'i' .. ....;. ~ ""PPP~l~ 1 '. '~5.j j~5iJ" 0" I.~~& I~ :r Ill,~1r- r . I J" .." ~ l .jS I I 1111 J I . I-'l Inp.l~ InPl." ..fi'P.! .. P""Ii!~ """ ~. . ~iE J ~~, Ii ~ll . - ~q ! - " .. " II n - - -1K4PIt ""..- .....1111 \ 1~&'!lj . !, ~ I ~- - - g- · J . J In'll~ L r I ....pilll" I ~~';I DEPARTMENT OF . ::SJi i ENVIRONMENTAL PRQ..n;:qI0~L: "'''I~ lr:- ""I"i~'" n 0 iii Ii l'II~'pll'~ ~- · - """'m.~~ ll" ~ ......... Pj1 . ..J! ! · II I~ U-1rit r ! 1~"1l 5. I ,,'" 1m " IJI"'IP J "':3- jgU! ~ mi". .:,1:1 jll"" f" 16 I: I '" , 1Ie!f I m i' i ___L~ II II o '" . i'il. t! - . i . r I II . .. I , - .. APPROVED STATE OF FLORIDA SEP 2 7 LlJv6 --':;''r.,.::- . APPROV~RIDA SiA1E OF Fl! p- Ii I, 'S lie ,~ I 11\11 I It"~ T OF . ",.. OEPAFiit\/IEN ROTECT10~! '/#Hl-IMIHI _ VIRO~~'E~W;...L-~._' @E . .._ 1'$1'11 ......,.=' ..... p~ li5E Ii . . !: I. II I.. J J @ ~:~~~I'!: Is;&; lie 11\11 j I. "" 1 In J j . 111-/,'h'll/ vC; m a rc; I I I.... ._ Ir" I I I J & il ~II II , lid SEP i 7 2.uv~3 ...:.-.,:: I~: I =] \ ~' I I ~~1 ! II ~ j' ! I ~. . -- q-- 11-- m ~ .~.. ~ ~.._.;...:-:..~ ~l -~R" m? ~ ~ ~~-i ^ z -.........z fTI AI CJ) -e- m 52 z 0 ~ C3 ~UJ '.0 05 .-::> OOC ~ I-a:: " ZCL w9 LU-l ~"I i 6u- ...... ~~ u:~ N a:z 0..0 c:(UJ o..w 0- o..~ c:(~ UJ Wz en 00 ~ a: :> z \.U / III :!; A l.D o l.D ~ . .. 72 ~...:.. .}--......f. . .~-._..._.. .te-~ :4_.L...._ ...."!!!L.J.P:': 1II!I.1lI!t~ <Ei> -. <::Ei> _. ......3IIIn_r_ ___~.. -... lID _ SJA. _......:r&.4'lw --- -L-Ul. sa. -_ l7.1\.r lNY. II.. It - UI tr ..... .. "II .. L - &:II IN. EL L _ La. tr IU. _ lD-14) EX. 1/1'11..-_,,__, =:,,:a.-.u ~~;,:-:;,... _III SEE SHEET Sf-12 RlR PROFU: .. - L .......... SIR .... 1a ~'Q -a.........UL z. --.a.llI_1E_lS CFlIlUID __ a. ___11I__ m_lr_ \ . \ . \ ~\ ~ 5!0:7 . .. ""a 'w - - DRAt4AG-PROPOSED PlANS STA. 1134+50 TO 11l7i47l1i -- ~_IV "'-="_tw .. ND. __ , ..... N __110 , . ~ ... -7I.all.1U'If -...~ :t:::~~...lIIA.' .. ~ _..._~.- -_--...~~-~~ __' ___------- ------ ~~:~; '0 .."....-..-.. ...,... il:!.. y: .,.t:[. .51 ~. \\ ItIIMt1U1fm"; .:t:~~.i. ~ . .----- ~II.;'.- __ - i.1..~i7:"II.."_.""-'--:':--_;-;t:l !f' .~ \71 I ~ al II r I ~ . ...:l.~:r I . I ;j;,It. I: 7 2 J-!.?~J~= ~m ~" . I I I ~::~.: : ~ -,. · ...... SHADEDAREAPHASEI".r...;?"'" ~ " . .',' t ,l ~,.~: NOT INCLUDeD IN THIS J; ',:' " """, ,~ .-, .'\" .BID SET ~ .r' .... ....'--: . .....\~... ".' ','" ... ~.......... """f'S\Ii'. ....; .....-t. a .......~ ",' ~. .~. ~.': ~:~. ~:.~.~: 1r_"::~~i" ".. " .",:y.. . '. .~. ". ...... \" ".'P .~. ..I.A. .... I IE _lID ...~:>~;6 ': :..:.. :... ... _. ,: MIEII....:.. '.. ~...".,,~+:..:....... ';",<...: .,....; 0'0 ..... ".:' :'.iL ';'..;;'.. .- ,-J 1.__ _ .....111I_ I " 1. L ._,ry lI'_..' "1sr~. ,; ',': ,'.,:' 1 ..~'... I! i ., .-:~,..~~Jt...t..,....'. .... .... .::::i;,......J !-~.!!!!;-urJlIIll!~- I ".. .... ...r:-c..r..' . . . ...A ..__....I!!~.----r._-! I ~ ~ ~5 ~~ ~! 9 3 ~3 ~ ~ ~ ~ ~ ~ 9 ~ ~ I,. ..... ., ,.,. '0, ""," ..;:t: <fi: $d ~_._- -- .. l""- I- / I:- .~~ ~ - --- ==- \ I '-,rk - 8Gr '"4 tLr i ~ira r ! : I \r1 I I j , ... ~! + 55 ~ $ I ~ ! !! I .. I. e, In+GQ -....- -.......- . -- C' i=i. ~~I\ I-a: ZLl. UJ. ~<t 1-.... a:z fu~\ 00 I ~i ~j ..J.:~ .'.~~~.,:\~ I !MB'~o' lJ3BO/VlS/ON J' ..~' Ii ..rt:!':1-"~" 4 I '. : ;,t j;~~:;" 1 1 0 i II ..r.;~',~-i:~":.. .'!<A.";;~",~ ... ~.rr-........ t .. ... ...~. .. ". ~ .. ..' :\_~.. . :....d:...- I · '''. .,.,.. .~.. .,. ....,......,. . ~.." ,. "'. .~.. ;..::.., ~.. ""-,,,~,--;P:-":"'" . .~..".:.~ ..."",.~.... ..,.. t:("~....~"'\" II ~.~,....~'..- ~~~:.~~!:.",~ u .:! ;.;".:..,: ~SHADEDAREAPHASE I . . -'. NOT INCWDED IN THIS -€I; ~ ..' . BIDSET .:... .. ~'~~~L" ....h ',_ .~".. =.P-__...~~ .t.-~.,.-::;t .. ,.' ":~:f I < o Oft. UJg ~LL a:LL 0.0 ~W ~ a- U) - 120 .:" ~;~it ~~ ~ .' I . ~ . " .. .' . , ., . . I. . .0 , S f . ~~'""ii..' . l I ..... " .. I 1 '!"" ..~.,~. ~ .,., .J. ~~.~~. .. ..~.- . t"~'l". r.o .:~ ~.~~ :~.. ':. '~. I~ - : ," . ..:.... ,.. . '.'~ ,#. ..:, .:/ ','.. " .. - ".t . l'I~ ' I .i.... 1'~' ..lot ~ ;. ~.,. ~, ~.~ .... .,... --. ~! 5!1- 51_ 51_ .. "" e. ~or~N _ ~~DI' . _ CIoonaIe., n lI8'IIl ~---;1' -. --- ~:=-= -..- .- y r, Jifl I !/~ J ~rJt LlI=Wl ~ ~ ~!I 5'm:> SET' r_*_ ...~ - . ..-- ~ .... ~-...... -. "-tI I lO ..::;> ~ r- C"J 0- u.J cr.J f" ~ 12 .- .. ~ . '&.-z. ~ ~ I I 515+~ SEE SHEET UT-t6 FOR U1\UTY DETAIl. FFTH 5TREfT DRAtlAGE PROPOSED PlAN Ie PROFlf CT. c:tt'U.nn Tn 1!'Ir_L""ftI'\ .~i, }1 I , .~ tL ....wm ..... . ,.,. 0"-" .... ; I ~ ~ ~ ".:J~ "-F ....- -- __17 .1if .~ ~p I v~~ : , .~W_ l ~ Ii I ..--... , r5l.! @ ~S Ii !U~ !II. - -~ -f- - r- iT..: ..- ~ B L I'UllIIUr 1WI 4 ...... MIIlIr D T....... I LbhDl.....~ 1:-:'rU J;itJ~~ ~ "- "- SEClIlII . tlUI' 1WE 4 SftIIE1IIlW. MIIlIr D I . . I i 1WO PIECE 'RP fOR art UAIN1ENANCE REINf'ORClHG SECnON 4'-0' D1A. S1RUClURE BOTTOM (SECnON AA) TRANSVERSE SEClIONS FOR INLETS TYPES J & 4 IlOIlIFIED FOR CITY OF ClEARWA 1ER (DOT INDEx NO. 210) -- .. . -- f-:- ~ ~ . <( U- -,. .., O' Cl C 0" .J .......u- Zc.. wg uJ. I"'- a:€i 6U- 1-1-1 a:U- N a:Z' ~O <( u.: i ~w Cl.- ~:?:i <(!;i UJ 02.\ en 01 ~ cr: >, Z 'i B .J ---- ..... -- _ll'__ r Q,. ..- ... l5 . S' ... .. I_ ---.. ..., . ~. ~4 1It..- 1lP\'IW r-' I I tt.'1~ ..... II ...... a..ar.u... 10" r -- ..(J" EIIlIt . (OIdI.....,..'...~ -lIlIlIoII) INLET TYPE 5 (DOT INDEX NO. 211) s.... ~-.. ~-r .. .- rao. J rao. ..t :':. j '--r' t-Ji' I r-Ji' A-, B ~L B .J A-I I'I.M --""- r-II' ... - 24" SIlo 0'4... -." .. ... _ AI Sl DI ..... _toolho_ _ GroD\t. Sol D .:. IJj ~ .if ~ .IJ! IIi 10 (5lIII_~ !ICD M SEcnON AA SEcnON BB QmER INLET nPE V . (DOT INDEX NO. 221) INCLIIIE r SlIIP IIlDW 0UIFM1. Il\'EIII' fIOl BID SET " 8151---- PUIIUC 110 :noN :::.... ...- 100 L ..... .1._ _____ BEAOi WAUC ~ ~l"''''''''A.'' .. - . -. I I . . I ., . I If Iu: 1111 n :rl" III J! ~b ~ 1i u ; f~l .E " I ~t . . ...- 1211"_ III . Iii ~ ", :i!~Uhl Ii liki II, . -1 1- r "r r. !::! e rJ> J ~~~} II I II Ii ~ I gft gel f arE T7 AAAAA I iAFlFlFlA !~~ !~ I ~ I RRRRR !:e RRRRR ;~ BBBEJEI :1 !~ '~~i ~I :- ~ s I sal tt !f;I I ~; .... ~ ~ rr II . (,I) lit I' m ~o APPOR?~8R'OA STATE . OEPARTME~~giEC110N tNIRONMEN1' P.L -....;.-:~ I rn ., h 7-1" I ~-r I I '" I r r -, I A l:l r ! l:l B I -.. It: -. .![ Ln -".............- r . f . J '" A I ill 1'1'1 ! I J I"..' 'il"" I lht "\q Ifift 'I ,1 ... . J' 'I' III I:U I ! t~i\lftf:l -.. ~ t e ~ ~ ~ il I i! ; Ii I; ," ,," "II; ~ ~!:I t ""', .. 1", ii !f1.1:",il,fr > I r: -: t .( Id j :H! lil~!lj ~ , ~r tl.. J ~JJ ~ II J: ,r Hd. ~ ~.. f [fllt UI f 1 (1'.11 I ~ ~ :!I ~ ~ .I rJB' r .. I J co II c; · tn i !:!:]. .....,..-...... . I I I ~ I~~. ~ , JS t .r I II ! lot I i =1 J II j , I n . if --'i.#":.r;. I , I I f I I I . I SEE NSB8 DETAIL SHEET SO-7 LOCATION. SITE PlAN. OR NSBBI2 UT ONFUCT SEE OTE NO. 2 SHE T ST-3 c ~ ~~ ~(' :-I~ ~ (II -. o + ~ 6 g U-W :'t, 4.. ~ qO ~:. 0 l-CI: I if ZQ. gg r- ~i bU- N ~~ t~ ~Ul a- D.:i caW Wz ~ uJ en 00 .~ ~ ~ . I. .. I I . _au.rur I \ I I I 0- j" RCP :: NO.1 r-3 SHAlLOW 40 LF 16" DIP OVER 8D SAN -J N o \~ \~'/~ \g i ~\ \~~ fJI \ 0>. \ Q~ \ ! \ \ SEE NS88 DETAIL SHEET SD-7 LOCATION SITE PlAN OR NSB8#1 21 v --J ~ BID SET -- ., crrr or . PUBUC lORD 100 a:: IlnUe ,... HAMOEN DR. DRAtolACC PRa>>C>SED PLAN -.. I ( I I I z 0 C5 to LLfrl ocr C) 01- ~ ...0 wg Za::: >u. ...... WQ. OLL ..J b:0 N ~~ Q.W a::Z q;~ a... ~W ~ w W:E CI) OZ U) 0 .'1 ~I.. i SUN TREE TECHNOL.OG/ES MODEL. NO. NSee e_12W e....- cvve- 1 UN T"'IE~ TEC,.., .CACMWAI..IC' ~""A.~ ".,"...,V ",.,OJICC T' flOW, lREAlWENT, .. B'l'PASS SPEClFICAllONS FOR THE BIOMASS SEPARA1lNG BASKET I.lnflow PIp. ArH 2.ap.. 0rlRc. ArH In B/omon s.pototlng 8o..t 3. Treatable Flaw Area With No Blackage - 4, Treatable Flaw Area With 50ll Blockage .- 5. Treatable Flaw Area WIth 75lli Blackage Uilnlmum B"",.. AIIfIIIGbIe , (Wfth ....t 100 % FuR) BASKrr SroRAGE' . 58 CU. n: (2. I yos.) SEDlliENT STORAGE La__ Frant Chmnw La__ Mlddl. Chamber - Lower Rear Chamber 72 CU. n: 66 CU. n: 66 CU. n: roTAL 2CU CU. n: NOlES: REAR lI1EW ..~~=tU/JS .TRUCTURE 'J OF 2 1. COHCRElE 211 DAY COIIPRESSI1IE S1RENG1H fc-5,DDO PSI. 2. REINFllRCINC: AS1U A-III5. GRADE 60. 3. SUPPORts AN H20 LDADINC AS INDICA lED BY AASHlO. .. JOIHT SEALANT: BUm RUIIIIER SS-5-00210 5. ALL WAUS, TOP + BOTTOll ARE r 1HICK. CAST IN 'ALIJM HATCHES (HAWDAY H1R2Q1) STrJRIi BOOM SKJIiIJER PA TENTED _,..IEIIIIJ_ 7.10 so.n: ------ .-wa.Y __ ... IIIIllIIUIt . ., JIMO UIU.... ... ~ _.,,--- _y..-... AU._ --y-- ---...- Jof.' so.n: ~,so.n: 17.2 so.n: 8.6 so.n: 7. 7 so.n: E SCRUNm BOTTOMS H1NGm --- ---- ..........- -~ ,.~ (7. 5 yos.) ~ AllC WAD I.EVEL RIGHT EIlO .. 158 FRllNT _ P~AK TREA TM~NT D~SIGN FLOW 24 ft.:J / sec. lRE'A_ _ 10 AT IEASr _1I9lOVAl OF JOTA&. 5II5PENXIJ PARDIU:S FROM CLlaMI lD _ .. SI& Me 011 A _ now RAE /IF . &.wE'Aft FEET PfR _ !/fiGIIGH I'I"E P~AK DESIGN. FLOW 46 ft. J /sec, SUN TREE 'TECHNOLoalES....J,NC. 798 ~cf~RkA . "fUI ... /112 NUTRICNT SEPARA TINa SAF'F'LE SON ODEL NO.NS.S 5-72-11" C_-7 DATE:oe/1e/oe SCAL.E:SF - 72 N.R.S c,JNlrs _INCHES BID SET -.-- -.... -- A 5ACHIIlUK _ ""'_ .. - . BEAOi W AU< IJESI(]\J STORM DETAlS -- ! . --- .~I ;q SUN'TFfE:E 'TECHNOL.OG/ES MODEL. UN TR~E TECH .E....CI-IWA'-I< "I-IA.~ II.'''...,,, ~"'O.JCC'" flOW, lREATMENT, Ill: BYPASS SPEaFlCAnONS f"~ THE BIOMASS SEPARA1ING BASKET CONTRACTOR TO PROWlE USF 230M RINGS AHO CCMRS I./nllow PIp. Areo 2.()pM Orlb Areo In Sk1mon ScipGroIlng 8oM,t 3. T....tobl. Flow Areo With No Blockog. 4. T....tobl. Flow Areo With 5Ol( Blockog. _ 5. T.eotabl. Flow ArlO With 75:1 Blockog. .- U/lnlmum S>JHIU AllfllobIe (WIth BftIr., 100. FilII) BASKCT Sn7RAGC - 511 CU. n: (2.1 WJs.) SEDllrlCNT STORAGE Lo_ F'ron t Chtltnb" Lortel' MIddI" Chtltnb" _ Lowtlt' R_ Chtltnb" PATENTED --- 7./0 SO.n: ~4.5 SO.n: ~4.5 SO.n: '7.2 SO.n: 8.6 SO.n: 7. 7 SO.n: E ...----. -.-"'.- ---.---&-. _r.___ ...." --...: .. .tU. ~ --'-- ---... .,..., 72 CU. n: 66 CU. n: 66 CU. n: roTAL 204 CU. n: NOTES: _ \1EW .. _",..en. 1ll_.UlIS _RlflJlRS..s_ STAUC'T'lJAE a gfr .2 1. CONCRE1E 21 DAY COMPRESSIVE 51RENG11l ra-5,OOO PSI. 2. REINF1IRCINGo AS1U A-als, GRADE 80. 3. SUPPlIllS AN H2O lOADINC AS INOICAlED BY AASH1O. 4. oIOINT SEAlANT: sum RUBBER 55-5-00210 S. AU. WAU.S, TIlP + 80TTIIII ARE 6. lHICK. . - II A --- - --.... .........- ,. ....-.- ,........... (7. 5 YDs.) GRADE ELV. INflOW INVERT 3.91 . -1:;, ~Lf~~f==311 RIGHT END IlIEW 1,. -- PEAK TREA TMENT DESIGN FLOW 24 ft.~ /5<<. IIII"A__ IllATIEAST___ OF IllIlU _ PARlIIU5 _ AI25IAI III _ /II SUE _l1li A _'RDIII RAn;. tJF. _ItEr HI/'_ _ N'E _CHIMUl' _ ut_ BID SET - .-- BEAOt WALK DESOl ~nna... ~... r . .~ ," ~ . I I I . .. I !I ... I.... .,.. .... ... ;IUrI','IISHrr II II II t IIf. "1111 II 111(' j" ,II r ( I ..:t....~..... _0_. "IU'llrPflP I f I ~~f'8?~8f\\O~ ~I! ;;l~> ." < ,.. '" ~ ~ ii 0< Ef'Af\'TME~~8~E~ON Nt.llEN'T AL , en --o_.r- _..~. itl~ N t u ! i. 62.00 .. " 61.00 60.00 59.00 58.00 57.00 MA TCH Dflsr El.EV MATCH EJfJSr i1.EV SECTION B-B Soale: '".'D' _1aI '..1' VwtIcaI -- . -- I .1 20'- I ,-i- - -: 58.2 SECTION A-A _ '"-ID'-..anllll 1-.1' Ycr1Icaf 58.2 SECTION C-C Seal", ,"-'0'"",,-1aI ,--,. v.tled < o 00: ~~ OLL ~o o..w c{1- , .- ... ... ... ..... . I o i1.EV 5112 (.0 o ?;a ..... N z fl LL~ 00 I-C( Zo.. W..J ~:! a:Z ~~ o a: ~ w 3 '" ~t I DRAINAGE CALCULATIONS " ~.EIft 1118 ~ SPENCER AVENUE POND TOPOCRAPHlCAL SURVEY 5~CTJONS Ir DRAINAGE CALCULATIONS ) . Pol... ffCi2-343.9OO(3) PAC Form Title: Construction Commeacement Notice Effective Date: October 3.1995 ENVIRONMENTAL RESOURCE PERMIT Construction Commencement Notice Project: Phase: I hereby notify the Department of Environmental Protection that the construction of the surface.water management system authorized by Environmental Resource Permit Number has commenced I is expected to commence on and will require a duration of approximately months weeks days to complete. It is understood that should the construction term extend beyond one year. I am obligated to submit the Annual Status Report for surface Water Management System Construction. , PLEASE NOTE: If the actual construction commencement date is not known. Department staff should be . so notified in writing in order to, satisfy permit conditions. Permittee or Authorized Agent Title and Company Date Phone Address '. -...-E.o :...~ 62-343.900(3) On-Line Document Formatted 1210l1971raP . Environmental Resource Permit Annual Status Report Florida Department of Environmental Protection PERMIT NUMBER.: PROmCT NAME: COUNTY: PHASE: . The following activity has occurred at the above referenced porojCct during the past year, between June I, and May 30, Permit Condition/Activitv % ofComDletion Date of ADticiuated Comolelion Dale of COD1Dlelion (Use Additional Sheets As Necessary) Benchmark Description (one per major CODUOJ.structurc): Print Name Phone Permittee's or Aurthorized Agent's Signature Title and Company Date . This f~ shall be submitted to the above referenced Department Office during June of each year for activities whose duration of construction exceeds one year. -""'-~ 62-343.900(4) On-Line Document Formatted 12/01/97 kag FLORIDA FISH A' ) WILDLIFE CONSEF ~TION COMMISSION ~ \ ,.\ H t, rJ [) r;;;:;!l..... :\ ~ j.~.. ,1 ~~,-, ~D ".~(~.~;; ;L~-~~,;t."l. fl(J fJ (' Ms. Diana Fehling Southwest District Office Florida Department of Environmental Protection 3804 Coconut Palm . Tampa, Flori ~19:oe p DEC:'S,O iOOS ~---- -- SOU1KWESl D\S1R\Cl ICATBYBAllCO Jacksonville RECEiVED DEP DEe 3 0 'Z005 . 'SWD lW PROGRAM SANDRA T. KAUPE BoA. "HEBKY" HUFFMAN DAVID K. MEEHAN Palm Beach Enterprise St. Petersburg R1CHABD A. COllBE'IT BRIAN S. YABLONSKI D : -tJ / Tampa TaDahusee /f'- RODNEYBAlUtETO Miami December 23, 2005 R. IClPP FROHUCH. Section Lea D4PERILED SPECIES MANAGEMENT SBCn' DMSlON OF HABITAT AND SPECIES CONSERVATI' . ..' (850) 922-4~ FAX (Iso) 922-4: KENNEl'H D. HADDAD. Executive Director VICJ'OR J. HELLER. Assistant ExeclJtive Direc:tOr Dr. Muthuswamy Subbuswamy Bureau of Beaches and Coastal Systems Florida Deparbnent of Environmental Protection 3900 COmmC?nwealth Blvd.; MS#300 Tallahassee, FL 32399 RE: Marine Turtle Protection Conditions File No. 52-0244761-001 and PI-594. Beach Walk, City of Clearwater, Pinellas County . Dear Ms. Fe~g.and Dr. Subbuswamy: Sta#'in. ~~ Floriaa Fis~ &. Wildlife Conservation Commission (FWC) bas reviewed this application . to ConStnict a'beacb w@c ~ong'~e' City o~CI~ater B~h~., The.p~pos~ ~ject ia ~ediately . adjacent to a marine turtle nesthlg beach and is not tidal. The b_hwatk will be- 'compriS~ of . concrete pav~rs; lighting shall be installed along the walkway and the road. FWC'staffhas worked . with the City of Clearwater and their consultants to develop a project ~t should reduc;:e the potential for lighting associated with this project to impact sea tUrtles, their nests, and hatchlings on adjacent beaches. DEP in the Bureau of Beaches and Coastal Systems bas indicated that no cement pavers or hardened structures will be authorized for installation on the sandy beach. Please contact us if this restriction necessitates ~ modification oftlle proposed walkway path. In accordance with s, 370.12 (1) (d), Florida Statutes, Please include the following conditions in the final permit for this project. . 1. No .operation, ~rtation or ,to~ge of ~uipDlent or materi~s is authorized in marine turtle ~~~. ~i~t d~g .the. ~e turtle n~tiri.g s~n, May 1 throu~ Oc~ber 31', .:" 2. All permanent exterior lighting shall be installed and maintained in perpetuity as depicted on approved lighting schematic and cut sheets dated December 23, 2005. Approved lights are one hundred and seventy-seven (177) 1oo-watt high pressure sodi~ (lIPS) fixtures with 90 cut-off fixtures and flat lens. These fixtures shall be mounted on poles along the roadway, with the lens bottom at 17.712-feet above ground, tilted 15 upward and oriented eastward (away from the beach). A total of one hundred and thirty eight (138) 3.2-foot tall boUard fixtures with 50-watt HPS lamps and 180 beachside shields shall be installed along ih~ wane path and oriented eastward (away from the beach). ) File No. 52-0244761-0\ .1Ild PI-594 December 23, 2005 Page 2 . 3. No additional exterior lighting is authorized; existing lights and poles on the roadway, on the beach, and in the parking lots shall be removed during project construction. 4. Ifany ofth,e lights become visi~le fr9m th~ beach or disorient.nes~ing or hatchling sea turtles at any time~ they must be modified such that they are no longer visible from the beach., . 5. No construction fences shall be erected within marine turtle nesting habitat. 6. The permittee shall arrange for a site inspection by Department and FWC staffwithin 30 days of completion of all exterior light installation. Please ensure that a copy of the approved lighting plan is kept on-site during proje~t construction. Thank you for your assistance in this matter. Please contact me at (850) 922-4330 or via e-mail at robbin.trindell@MvFWC.com if you have questions or require additional information. Sincerely, Uda.R&~ . Robbin N. Trindell, Ph.D. Biological Administrator A IT AC~NT~ J\~proy~d~igh$1g flan. , ..mt '". .....: .'. '. .: .,. . .., .' U:\DBta\Beaches\PinellasUOOS\clearwater beacli walk 0244761 final.doc cc: Ms. Nicole EIko, Pinellas County Dr. Subbuswamy, DEP Ms. Mahshid Arasteh, P .E., City of Clearwater Mr. Ben Doan, PBS&J ," .' REcelVED DEP DEe 3 0 2005 SWD lW PROGRAM --,,=;r:-":c~: . . NOTE: THIS At1TIIOIllZATlO~ A~ DII'lDINT I'ltOM THE WORlGINAL RBQlJEST. sa " . '~IAL PDMlT CONDmONS. \ITA TE \0. fLOIIDA DEPARTM .oF ENYIRONMRtTAL PROTlCTION ~~nofW",Ruo~.~m.m lur.au .f ..... anti CO..... ',.m. 3800 CommonWMIth IIvd. - "-II It.don 300 T........... FIerIda 3231..3000 'Bsot .....770. PERMIT NUMBER: PI-'S94 , PERMI1TEE City of Clearwater c/o Michael Quillen. Ci1;y En.ineer 100 South Myrtle Ave~ Suite 220 Clearwater, Florida 33756 PBRMIT POR CONSTlWcnON OR OTHER AC'I1VITIES PURSUANT TO SECDON 161.053, FLORIDA STATUTES FINAL om. fINDINGS OF PACT: AD application for authorization to Ccmduct the activities ~ or,the ceastaJ CODltNetioll COIltrolliac which.. indicatecl fD the pIOject..~ wu filed by the applicmt/penDiftelll.D1ed' herem OIl PcbNll)' 10,2005,184 WIS ~eclto be~ pulSUlDt to rule on1u1y 12. 2005.. However. CD Ocrob8J' 6, 2005~ die 9O-day processioJ time limit fbr prctIectI which _ dotonDinod to be oompIet, putsuant: to Subsodtion 120.60(1), Plorida Statut-. 1hO propOsed project II to be loca1Cd llllclwlrd of the 30-)'CII' orosion projection. . "CO~CLVSlO*OrLAw: After~"~~f"~lftdlll)'~~~lhmafr~ " ~. ~ ~~.daat*ia ~~witJa"".~-cl(ii~""" ~~ ~ in ~ , "prOject ClescriptiOJfare ofauch a aaturc tIiat thej wDJ 1'OIWt. DO ...ifWnt'l4vcno i..,.. to the b08cbf_e arcas or to lllUaceDt propcrtios~ that tile work is DOt expootod CO a4ven0ly impact ft.. lOa 1UI11oI. their hatchlinp, or their habi. that the work is expadablt ia IIIIUn lIlcIIor is appn>>priatoly dosipcd ia aoCordlllOO with Rulo 628-33.oo5t Plorida ,t.dw-;ft1ltrative Code; aDd diM it is III activity.cw type of CODaInlCtioa" whi. the desipec ollbe Chiet ollbe Buzau of'Bcac1acs 1114 CoutaJ SJIfaDS has .ubority to IpJIIOft or dca.1 purSuaDt to . Deleption or~, DEP J;>ircctive 137, e&Gdve May 14,2001. TIle directaud ~"e ~ ~ the beaeb and duDe system that will be caused by both the lea'" Iomioa of'tbe pIOJ)OIOd CODIIrUCtion repreatnt the mlXbnwu such impaclS that U'O acceptable 10 the Dep.rtmmt. TIwa", fbtuIe CODStrUCtioD on the site seaward of the coaslll coaSlnlCtioa control Uae abaU not extcad fbnher scawacl of.... pmpoaecl S1rUGturca aPProved pursuant to this permit. BuecI OR the tbreJoiDI ~.1tiadI, the....- approves tho appUcaticm; authoiizes CODSIrUCtioa liadIor activities at tile '-tW.1IJi~ below b"lIrk:t~with tbepoJocIdesmip_ 1110 epprovecl pJaaa (if lIlY) 8DcI the o...J PmDIt ea.tidoIII wbida ue ~ .. me by this n"iaanC8 incorporated herein, and aay additioaal CODdidoas .howD below, parsuaat to Sub&eClioD 161.053(5), Florida " Statutes., ' " " " " EXPlRAnON DATE: JaDUllli26.2007 . . LocATION; Betwea approxiIMIcly 300 teet DDItb of"" Dcputmem of ~taI ProtectioD (DEP) reference lDOftumel1t R-451Dc112S feetlOUtb otDepu1meDto~Proteetiont........lDODumauR.- . 46, in Pinellas County. Project addraI: South OaIfview Boulevard. Cleawatw.. . . -'.~~~...( ) J PERMnTEE: Ciry of Cleuwater PBRMIT NUMBER: PI.594 PAGE 2 . ., , . PR.OJECT DBSClUP'nON: 1. R.ebUild 24.fool wide roa4way and pitkin, lot within the limits of the existing roadway and pukina101. See SpecIm Permit Coadltloa 2.1. 2. Co.Ds1nlctioa ofpedestriaD .wallcway seaward of tile rebuilt roadway IIWl parldDa1ot. See Speda' Permit Condltlou 2.1. .ad 2.2. 3. Dune f!nhllllcemel1CS to include SIDd p~lIlCIlnep1ation. See SpecIal Permit CODdIUoD' 2.5., 206., ...2.7. SPECIAl. PERMIT CONDmONS: 1. No work Iball be COD4ucted'UD4er this peDDit until the permittee bu reocivcd a writteD DOtiC'. to proceed hID tile DeplztmeDt. . , 2. Prlor'lI) islUace of lb. nodee to pzooeed, the permittee sball submit two copies of detailed final,ite.lDd padlna pllnl mcI speoi&oatiODl for all authorized ItNCtUreI or excavation. mcludlna aU appurteDalll S1rUCIInS IDd utilitiet. Thesedocumentl-.u be .iped andnaleel by lhedtsip eqineer.ormbltect(u . lWIo~te). wbo~be.NPten:d~1heS1aleotP1oridL. ~~."lJM:Cifi~~..-.ubembject .... . . '. .to appiQvaI hill d2e .td'otlhe.lNreau o'~ .. eo..J $.ys1iaI, 8iad lhaD ~1ude.Or reflect'$IIe .... fbllo1riDJ: .... . '. . '. . '. . .. . . . . ., . . 2.1. A sire plan depictiDJ those items required by R.ule 62B-33.0081(1). Florida AdmJni.1radv, Code. 2.1.nr.1WIihvlIyI.hall NlocIJtedlJmtlwMdfJ/tM c1stbtJ duM,...., tDUl 1M utstm, bu4d1"60" ",. ,1'.. 2.3. Cross seetional drawiDp for the proposed walkway. 2.4. P1Ins ladicatina that the .-nap IJow diverte410 a Jmdward ~ctioll. 2.S. BmrIng.... lluIll MI 1M orr. . . . .2.6. .': LaacJscape plani. to 41cJucle d.. r.yeptation. 2.7. Quantity of Oil. 3. -;' Prior to ilSUlllCO ol~e DOtice to plQceed, the pennittee shaJlprovide wriUCD evidence that a public noUce of the Departmeanldion bas been pab1fsbeclforoDe day In tile larpscaewspaperofpaaa.l cimlladoD ill the county wher,e the proposed project. located. A ceni&cation ftonl tbe newspaper showfna compJiancc .h.U1M proviclecl to tM .tatr. n. sna1t1io notioe mu.. b. pubUeW witIU..IO cI__ olill. cladl ofia.u~. of ~~ - "'io'. ...~ . . . . , ... , '8. PERMmD: City of Cearwatcr PERMrr NUMBER: P1.594 PAGS 3 5. Prior~ ~t ofCODltlUCtioD',lCtivilJ auIborimd ~y Ibis pIIIDIt,. ~OD comerace -- &hill J1c held II die site imoDa the ,contractor, tbe'owaer: tII,luIborIMd ipat, mc1.'ItIff~pnselUltiVe of the Bureau ofBeaches an4 Coastal SystemS to establish. UlldcntandiDlIIIIODI th. parties .s to the itemS specified in the ~ial8Dd leneral conditloDs ofdlepamit 1be propoItCllocatioDl of the structures shall be ICIked put tor Ibe conference. ConstmcIion acdVlt,.IIlthodZI4 by ibis ....-..1IClt co.....+1O'l1lDlil dertbe dme pcriocl provided in the public aotice for the public to exercise lIlY daJds they may have -- a.p.IZO, Florida Stamtcs. has cxpbd. or ifa heariq is requested. dispaIidoa orabe he8riq laI_hu beeIl made. ' AllftU materiallbaIl be ob_eeI hill a JCJIIfCC IIIMhrIrd ofdle C01dIOIIiDe _IlIaD CODIist ot land wblob is similar to that aIreI4y OD tho lite iD boda pain tIze... oolandoD. TbilI1I material tbaU be he of COUIrUCtlOD dobdI.1OCb. or other rc.ip _. A.....Je oftbe lUll s1IaIl be provided to the Ita&' represenrativc dudq tbo prccoDItrUeIiOD cCJDAl~. Prior to cOmll'lcacaneDtofCODS1NctioD ICdvit1 aut1aarizod b)' this pamit. a tempoar7 CODSInlctiOIl fence shall be eROte4 alOIII tho pcrimetlrr of die .,..auw 1Ctfrity. ,.,. fanoe ahall....... in place UDliI the- coDStNctioD ~zod by Ibis permit is compIcIe. n.optiaaDn aitiDa oftbeCODltrUCti~ teDce Uall be deterrDined dada, the precoDStl'UCdoa CODInDce by Ibe stdrepreseD1lti.. . .10 pro\llde maximum protecdOD, to.~ ~V.._dOD ~0Il"." ....propellY.. , P~io~~*otcOria~:~~by:",'~~~~~i~~i"~9ia miIJmum. of 1bno Dative Alt-tolaD, .,.. wiCbbl ay cDlIDIbed ... ItaWII'd 01 tile aUlhorized atrIaOtunI. PlIIlIiDp shall 00ftI1at oftllHD....,.. ~ 10 the aalive plat COIIIInUDities, existing OIl or.-tIle lite or with okllllive.... ~owd by die DI~"" Sod ClOIIIJIDIId ofDOll-aati". grusea Is aot authoriztd seaWll'dof. ._1tI'UODC ordecb. PllndDp in other... oft1ae project site sbaI1 Dot IDcIUcIe i1mItn 1IUiIIDce... ........ a IiItod III the PIoricIa kodo'IIt'" Couiaoil'. May 2003 Lilt ot Invasive Speoitl CateaorY 1_ D. , 6. 7. ,. No operadoJt, tranIpOItatiOll .......... of.........t ar ma..w. is autIu:trizecI ill mariM tmtle DUtma bebi~ dadDa the IDIIIiDe tarde ~ ......14aJ J tIIIOuaJl October 31. All penDIDCDt cr.terior UP" sW be IDstaIW ad -~ ill pllPMDit;y a cIepM:tacI on appmved liptina tchemadc _cut.... dated~23, 200$. Appamdtipts..ODe buadred andleYlDt)'- Ie\'1Il n77) l~w~ hi8h~ ,aodium (BPS) ~... with" ~fixtureI_ fJat IIDL ~ , , ~tQreI sba1l be~,~PO-""'.~.,. ~1aiI'bo1tom'at 17.1i~-r.tabovepound, " tiltecl'I5 UpwIId .. odeIded .......ul (away 8aID tbI....). A IDIII of ODe ImadreclIDdIhirtY eipt ' " ,.' (J38) 3.2-110 taD bol... ........... BPS ..._ 180 beIch,ide .hieWs IbalI be iastaUed alGal the walk pada.. orieDII4l111WlICI (aw&1 from die beida). 10. 11. No adclitioaal extericw Ii..... is 1\1tbOlDed. Idstlna IiJtiis IDd poles OD the roadway, on the beach, ad in .. pld'Jdq 10" .a...n It. I J rred ..... poJeet . ............. ---~.-.. ". .~ '. --- pERMITI'EE: City of Clearwater . PERMIT NUMBER: Pl.SM. PAGE 4 12. ''t(enY oCtile Ushts become visible.from ~ beacbor disorient ~tinI oi ~h1iDg sea tf.1Itles' at any time, . they uniltbcmocJiftcd such that they arc no lcmpr visible from the bcadL . .' . . . 13. No eODSlnlCtioa fences sbaD be credcd within marine turtle DCStiq habitat. 14. The pennlaee sbIIllll1lDP for I .. iaspecdoD by DepanmeDt IIl4 PWC stefl witbID 30 days. of comp1ed- 01111 exter10rupt iDstIlla1ioL Ple_ ensure tbat. copy otthe approved IipdDI plan ..kept OD-Ute <<luriD. project CODttruedoD. 15. AU Jiaht:iDa shaU be iastaIle4.... --~ed as depicted ie 1bc appovecllilh1inllChcmalio. No eddidoDal, pennlllfJDt exterior liptbl. Is authorized. CAVEAT: . Due to potcatial adverJC impactlto 1he beach aad duDe systmD tba1may result from additional development em 1be pavratY, the _..paraIl.I...... ~ or tho permitto4 straotureS sbaI1 DOt be increI8ed, nor Will Ill)' eddldaaal audorstnactures be pemIitIiecl which wouklmu:eed the limits CSIabJiIW by the penDitted c:~~. seawlJ'Cl of. couta1 construedoa concrolliae. . .' . 'Appwf04p1iDo"'~~"" . . . .' ~o::~=-., u.,~~~~ FILING AND ACXNOWLEDGEMBNT PD..ED, Oft Ibis date, pursuud to $120.52 Florida SIalUtel. with. tbe.4efiar..... ~,a~ nceiptolwblCh bY.: " -"~.'L ...,..::.. . . ....-.- . j~ f,.. ! . .~ ~.o=o~ . ~u . ~"" ~ . I . . i" f" ~g 8 .!t "'lie ;,11!;g gs Jil I' , I !. , 'JII I... h I ,I ,,~,' ~", 1 1: . ,I , ~' ' . ... ,... ,.. _..... II :;R In ~ ~ i~ (j) J;l ~ li'lZ m -' ..... III Z o 0 =~ c ~ ;g 1lP~ ~ ~ E~ n ;;t m X ::I: ~,~-~ . S!"!(.t;- o ...._ ~ :ft - . ~ _ 0.... \ \ \ \ \ .......) ~ )>. r ~ " , -- _ Iii . .~I':\ ,) -0 : 0')- \ 0 ~.. ~- -- --=- PBSJ Tampa CIvH . -- -- ..... -.. -.- -.; ~ CIty of CIeaIwate. - -.J . .....: !!I... ~ Page 7 of'-- ~ -.J .~ Beachwalk EXHIBIT NO. V-A., Area Check for Treatment SUMMARY RSD Basin A Basin Ai 0.780 1.850 2.810 0.- 0._ 0.- 1.142 1.532 Basin A2 1.410 3.340 4.750 1.111 0.000 .1.911 3.594 5.553 BasIn A3 0.000 0.000 0.000 1.321 '. 0._ 0.321 0.277 0.598 B88In At 2.170 5.190 7.380 2.870 0.110 2.870 5.013 7.883 BasIn B Baaln Bu 3.200 3.070 8.270 0.- 1.311 1.311 3.075 8.435 Basin Bel 2.800 5.980 8.780 2.842 0.. 2.842 5.831 8.473 Basin Bt 8.000 9.030 15.030 2.842 1.311 1.201 8.707 14.908 Basin C BasIn Cu 5.543 0.697 8.240 O.IID 1.410 IAII 0.897 8.108 BasIn Cd 1.125 5.779 8.904 1.124 0.- 1.124 5.724 8.849 Besfn Ct 8.888 8.478 13.1.... 1.124 1.410 I.U4 8.421 12.955 . BasIn 0 Baaln De 0.830 1.750 2.580 1.114 O.IID 0.114 0.837 1.521 ~ 8Hln On 3.810 0.150 4.080 0.- 3.111 3.111 0.813 4.701 -' , BaaIn Dt 4.740 1.800 8.840 0.114 3.111 4.473 1.748 8.222 Phi 8.825 18.878 25.804 7.321 0.- 7.321 17.205 24.525 Ph 111111 12.853 3.917 18.570 0.- 12.11I 1U17 4.888 17.243 ToIlII Pmhd 19.578 22._ 42.174 7.321 12.... 1...77 '21.891 41.788 BMed on a meeting with FDEP Tampa held with Doug Hyman on 8IBI08, the folloWIng adjuatmenta were made. ToI8I PnIject Arealhat the CIty Is seeking Appmv8I or an ERP pennIl PublIc lands BaaIn A, B, C, I 0 Balin E . Total Basin A to E 11.877 As; 2.114 AI; 22.031 Ac Pr1v8te Landa BasIn A, B, C, 10 BasIn E Total Basin A to E BoIh Landa Public end PrIv8te BasIn A, B, C, 10 BasIn E Total BasIn A to E 21.111 AI; 0.- AI; 21.111 Ac 41.768 AI; 2.114 AI; 4UZZ Ac Net Project ~ ntqulntd to be tN.ad ~~ C=>SI...... ~~~-~<:r ~ c:b_ c:::'~ By:W.C.Kasak,PE. 0<::, ~ IdI Ac Public lands wilhIn pnIject, subject to lame form of treatment. Agreed No treatment requInId 00-51te Areas to requinllreatment hen redeveloped through SWFWMD. SUllllMIJ or..... to be tru1Itd: BaIn A BnInB BaIne;: Basin D BaaInE Total 0.00 Ac 2.3& Ac 3.31 Ac 0.7& Ac 0.10 Ac UI Ac Ageed Area between CIty and FDEP 1LIIR CF of treatment volume required at 1/2" runoff. Area Check 9-13-08 post FDEP.x1s Date: 9/1912006: TIme: 3:48 PM PBSJ'Tampa Civil CIly of Clearwater ---~...........~--........-- Page 8 on Beachwalk EXHIBIT NO. V-A Area Check for Treabnent L:\COMMON\Clearwater\Besch Walk Ph II and IIl\Flnal FDEP Pennll\(Area Check 9-13-0& post FDEP.x1s}Baslns to Harbor FDEP Application Areas Total A.... of Project and by P...... Total Area of Project 43.922 As; Harbor and Gulf of Mexico Dlsc"rges: Public Area bv Phases Acres Phase I Phase 1111 Phase nI Total Phases Basin A 2.67 0.00 0.00 2.67 Basin B 2.84 3.36 0.00 6.20 Basin C 1.12 5.41 0.00 8.53 Basin 0 0.68 3.79 0.00 4.47 Basin E 0.00 0.00 1.59 1.59 Total 7.32 12.58 1.59 21.48 Total PubUc Am P.... II, 01 Total Public Am P.... IV Total Public AruPrajecl .002 12.58 Ac U8 Ac 14.14 Ac in Dev Conditio P a88 II, & III ImDelVious Area Post 00 n h Hardscaae BuDclinDl Vehicular Basin A 0.00 0.00 0.00 Basin B 1.45 0.00 1.20 BasIn C 1.95 0.00 1.74 Basin 0 0.68 0.02 2.47 Basin E 0.54 0.09 0.65 Total 4.82 0.12 6.06 T..lmpervlous to Harbor 10.78 Ac L:\COMMON\Clearwater\Beach Walk Ph II and III\FlnaI FDEP Pennit\[Area ChiIck 9-13-0& post FDEP.x1sJBa8ins to Harbor ~~<- ~J~ ~ '"')1 c::-- ~~...O ~'- ,~ "' ay,w.c.-.eE . .yea Check 9-13-08 ~P.xls RSD '- Date: 9/1912006; Tline: 3:... .. JIIIJ.... ... PBSJ Tampa CIvD. .......- CIty of CIeatwater . JII JII ....... Page 1 of 1 Beachwalk --...--..-.----.- .-----. ----..-..---..- ..----EitflBITNO:-V-A . .-. '--'--"-'" ... ...- "-" _..~~..- ~~~~~~~~~~.~.~~.~~h~~~~~~~ _~-.~~_.~~~~..~ ~:~-.'_~~.~.~ ~.~~'. ~~....___~~'V._....!~!!'~!!cL..J:!!&L....ExIaIIng .~; 9!sL.tfar!:I.!.c;.&JI.!:~' ~_..!~I!!s!-Y~. ._T~...... ..... Loc:aIIDn SF SF' SF AI:. , AI:. : At; At; AI:. At;. At; AI:. At; ~~.~:'~'~:~2~~."'-'34~43---~~==~J88. OJ~ ~ oJiiit!.~....qJ~~.__ O:01~5 _~~-=-~=.==.O~.~"~:.~:~-O.7~-:"~ .,-~. ..~~~-M....n- -~..- ~~&~t ..._.... _!~. ._3..!..720..:._~,~~_O-,~.!?._O.~L-....!I.:.~_O.O~.~_.l!:.013.__iO~~:~~.. __ .._....!l:Cm .. _._ ... ._.... .. '_' =_=~~'~~::-__._1~~~-.=~~t_:~;L t=. ~~=: ~;i...J~~-=--==-=-_-1t;L ~-:-:-~._-_'."~~~.'~=~;:~-;~..":.~..~~'.'."-:' =':..~ .. ~~&~.L__._..9.~~~__.!:M.1.t__..3.~_._Jt~__.__~.~!l~_....!:.1~_._._..!I.023.:..-1~.~LuJ!~..__._.._u._._.O.~_.._ ._..... ......... '.... ... ~..._ .___...._ ....___..~~.l!1~._._~~_ _._~.9~._..~~51.:...-_.~:.O~~~L_O:~~.._. ___ O.~_...._.__.__..__.._. ..... 0..2.~~................ "_' _ ...._. __ ==:=~-~~:'..~~':~:'~ '~.-)~~~~ '-~~~:':'::;.:. -~.;;~- t~---:::: . (~~_~~~.~~~-==:_~:1~~=~=-..-=-..--~-~~'..~;:~'::':.:..._'_ '~'.:_ .. ... .:~~. .... .. ~- ....-...... .- ---..- ~._......~~.. __~__9:..~~:....9:.~~~_~:.~..______.j!!:~L....._..:..._.. ..._.__._0..0CI9__.._._.._.~....... .___. ... ~---.. ... ._.. _.. ...._....J.1..~...___~__..~~~~:0S3~_~!ct22..:....-J9:.~__O.:~____.____..O..9.32_._.__ __.... ....._ O..~_.__._..._.. . _. __. ..... .. BM10 0 0 0 0.000 0.000 0.000 0.000 0.000 0.000 T~-=~=~:..~:. .:::._....88.~43._ P.988-:1..t!!~.L. 1.II8L 1.331' (0.257) O.~ . 0.051 0.24!.-.-0.094 J~:..~9. . RSD ----- -.- - .-.....--.--.--......--------.--.-.----.-....--.-----....~-T--:--.--.- ...... ......-...... ~~-'..~~ .... -- .._...._._~~:..... :.:.:-:-~:==~--~.~.~=--=-~.:=-=-=.==-===.- :.=..~~;~.--~~.~-:=::~.~-=.._~..._-=-::. .....-.. -.-_.. There Is men .... In BuIn E that I8ya ........ of the Send&et waD In the Pra-Dev CoI~.!-n !!!~.~~~~~!.~~noT~~._.~._~_. _....____.__ .__ ..._.. ..._...... ___..... . .....--. - .,...-. ....-.0.. .. _. . ...... - - ..-- .--~---_.--._-~:ciiirj_.._----., ------.. -.---.....--. ....-.-.-..... ...-. .-.. ... -_...-.- ... '. _..... "-- ..... ~ent-~~.~.B~..~_:_~~....:-~=____:__.~_ _-=-=:~~.=. ..(O~.~=~_-=~~.- ;-::~=_~_==~~=-=-._:~.~;.......:~ :. .'~'= _~:: ....-_ .~':_~.'_~ ..~. ~~ ~.~!!!i~-tD ~~ 1ft '~==-~.---- ~-'ii.i~:~~==._.=_.-=~~.-==_=_~_=_=__=_:'_~=~~:=.___.. __':. -~~_"~ ___._~:=:-:.~. .. .'--'..'.: ~.:.~.=.-'" _ . . B8sii.E-Po....:oev~-..---....i~5iii-AC.- _..-~.-B8Iin-E.-- --..7~04ik-~-..-:-------- ---_00-0'_" -., --.. _.0._., .... ....~ .......- ~-by-=~.u88.~=:~:_:~:-=~~-..:::-_..~_~::T~~=~-:- _._.....__~__~:.__.__._-=_==:==::::-=. ':-.__.~~:~"'=.~: ~=-_".~._".' . .'__-:~' '.='''-'-' ~~___.___.. .... __o:~ .~___._8!!!!!'!;.~_~_...:... 5.482 :~~_...___....:....... ._.__.-.:____.~__.__.____ ___:_ .__.. __...._. ..... ._._ __. ......._ ._ ~~_._..._.__._.._.!I..05.1._Al;, ..._.._.n.._..__...--'-.__~_____~ ___..._______._______._...._.___..__ __. _... .... " ....._ ._...... .-=:~.~~.~_...~:-=~..-g:m~~~~~...-.~~:=.- ~..'- ~_'-: ..:~:-.-.---..--__=_-=-=--~--~~=_~--- .~~~~~.=.:_~.~... ..~.._~:~._... ':." .. . '" ~~._..............__!:.~--~..._.._.._-_.......;... ..._.~-_...- --.-.. ._~......_.... .......-.--. -..-.---.- -.-.. -_. ......-. -_.....-...... ..... ...... . Based on a meeting with FOEP Tampa h8td with Doug Hyman on 81810&, the . .. _ _..... ....._ ...... ____..:__......_..._._._!~ng~juBbnentaW81'8_m~~_______._____..~._.._...... _ ... ~~.._ _.. ._ _ ._.~~8!.. ...... _... _ ......._.__ . _ ._. .. .__ "n .__.. ..__.._ ..... _ _. . ___... .. __.._... _.. ._ ._.._._.. .. . '._... _ _ _~~.!~_ 0.688 ._ ..._ ~ _...___~~E~~.~!.!@!I'HtAluwllh_c..............,........nd~~III!.-.. _..._. .. .. .____~.__.._1.__85.!_..._.. .._..__. ._: .1.~_Ac...__ ......._..._... __. u. _..._._... .... ......_._"-____..... .... ...._ ..... . .... ~~4.9j~~=..~..=..~-=...:...=-..:-~~:..t~~~=~In-~~~~.~.~. _'_.._. ~_....~~~...~ ..... .__..~:~ ..' :-. ~".. ........ :-. . _. .... __ _H' __ ._=~.. _ . _. _ . _ . .. __ .!~.~.I...~~ that. 1sJ!es'lI1IIn ~ArH."" no~ I.!.~U~"~'" .. no_ _.. _.. _ . . _...~._ _ _.......... ___. .__J.2I!._~_.._ : __._.._...________ __.. .____. .._ .. ..... _....... ... ___ . ...._... -' W8ik'PIi'iianiriii\Anii'-i=oEP -Penn . ~ .ChtiCk-e:1':.oi.... -iFtiEP:xJi .- . 'E.o _00-. -.----- -.-- .. >::~ 00. . . c; BY: W.C.K8sak. PE AI8a Check 9-13-08 pest FDEP" Date: 9/1912008; TIme: 3:49 PM 9< +r. 'Fr ,\ AlII \\ c\ ~~ Hydrocarbon Absorption Booms Specifically Designed For Stormwater Applications Suntree Technologies as developed 4 types of Storm Booms that. have specialized applications to achieve optimum results. 'J :J, ' _ :1 -.;;11 . --:lI:e. ~I~~.,.' Jl'. Storm Boom Type 1 is filled with only ~fi,;i. Absorbent Wand has a large sieve size g:, covering for better stormwater penetration. ~'t"'" . ii\-, Absorbent W IS a cellulose filler made from -'!!V --~!Ii\: reclaimed paper mill by-products, and it is :; t.certified by Green Cross as 100% recycled ~ :). material. Absorbed liquid is drawn into the ~ t;,c~lIulose fibers through capillary.action and ~ 'J'ocked into the boom by encapsulation. .".Absorbent W is a wide spectrum absorbent ~.<?~'pable of absorbing chemicals other than :'Ydrocarbons. It is recommended that this :;.~om be replaced every 3 to 4 months, and. ,~.. t exceed 6 months of service. :(prm Boom Type 2 is filled with 'tedded melt blown polypropylene and $ a . large sieve size covering. The melt ...Wn. polypropylene will not biodegrade dhas an indefinite lifespan in in the field. -=- ".;:.-spectrum of absorption is limited to -~ ,ijrocarbons. It is recommended that this )ll be replaced when it starts to darken .. contaminated. Ps:lIna ?n Storm Boom Type 3 is filled with a 50- 50 blend of Absorbent Wand melt blown polypropylene with a large sieve size covering. This boom offers wide spectrum absorption with an extra emphasis on hydrocarbon abs'orption. It is recommended that this boom be replaced every 3 to 4 months and not exceed 6 months of service. It is especially effective in high pollutant load areas such as maintenance facilities and gas stations. Storm Boom Type 4 is filled with a polymer crumb filler and has a fine sieve size covering. It's spectrum of absorption is . limited to hydrocarbons which it. absorbs on contact by chemically bonding with the hydrocarbon molecules. The polymer crumb filler will not absorb water and can float indefinitely, and it will not biodegrade. It is recommended that this boom be replace as needed, based on visual observations (when it starts to darken & look contaminated). This Storm Boom is recommended for use in the Nutrient ~eparating Baffle Box near the 'outflow. ~ We Have The Correct BooIn For Your Needs I. . . . . I I I -- f . I I II I I l:3<itrB%:, " () -, . . RSD CITY OF CLEARWATER BEACH BY DESIGN - BEACHW ALK GULFVIEW BOULEVARD PRASE nAND m FDEPIERP PERMIT APPLICATION EXHIBIT NO. VI - A OPERATION AND MAINTENANCE STATEMENT Introduction This is a general guideline for the operation and maintenance of the Beachwalk storm water treatments and .conveyance system. Normal Operation and Maintenance performed by the City of Clearwater Public Works DqJartment should be in addition to these guidelines. General The Beachwalk storm water collection, conveyance, and treatment system isa ~-' passive operating system with no operating machinery. However, once a year prior to the rainy season in the month of June the system should be inspected for collection of debris, amount of sand collected in the system, and need of any repairs to the system. The findings of any build up in the system -should be removed and disposed of in a proper manor. After major storms where blowing sand has occmred, The system should be inspected for buildup of debris and sand. Wh~ the debris and sand substantially impacts the system operation, it should be removed. At the end of the Hunicane season in November, the storm system should be inspected and any debris and sand removed that substantially impacts the operation oftbe system should be removed. The individual structures of the storm water system should be maintained in the following manor. Surface Conveyance Systems The Beachwalk project site should be kept clean of debris and sand buildup where the debris and sand can get into thestonn water system on a regular basis. Inlets Those inlets without sumps, should be inspected once a year for structural damage, collection of debris, and operating condition. They should be cleaned and repaired in accordance with the general statement above. In addition, those inlets with sumps should be inspected, and maintained with the additional removal of any sand or grit buildup. Any damage should be repaired. ,......- ., I ) Storm Sewer Pipes The storm sewer piping system should be inspected once a year for structural damage, and collection of debris and sands. Any debris or sand that would substantially impact the System should be removed. Any damage should be repaired. . NSBB Units I I I I The NSBB Units should be inspected and maintained in accordance with the manufacture recommendations. Tideflex Valves The Tideflex Valves should be inspected and maintained in accordance with the manufacture recommendanons. . Off-Site Treatment Facility The off-site treatment facility, Spencer Pond, should be inspected and maintained is a similar manor as the Sump Inlets. .." Conclusion Any unusual storm water system damage found during the annual inspection or normal maintenance should be reported to the City Engineering Department for evaluation. . _\~_. _,""'....ft,..,_____"'--'ft___L ",_". nL IY __..I nn":_..1 'CT'\e1lI 'D---:Mn....1 "...~_. n "In ~ .1._.. . . -:;,."'.;,;:. . Ie I I, . t I ;A.j ~ . :1 I . ~i: Jj I. I I Ie ,! I i . . . . . . ..... '. .il,: ,,;~;fij . "."" . ...: '. ': . ';'-".-' . .. .~:.~. !I ' ..".. . : ......~: ! :",,' '~~j . .......,... . ...... . .... . ~. -:.:\):-. . . ',-'. '. :-.', , .~ I t, I6(S L a ,i f . . I , i i ,:Ill ~ , "Iill , 1~liR" ,,,,,..;t . EXH..,--ea:-r "(SL ., ~- . I I I. I I I I I I I I' I . Suntree Technologies Inc. 798 Cleartake Road, Suite 2, Cocoa, FL 32922 Tel: 321-637-7552 Fax: 321-637-7554 www.suntreetech.com Nutrient Separating Baffle Box " (PATENTED) Recommended Service Procedure Description The frequency of serVice should be 1 - 4 times per year determined by the accumulation of sediment and debris in the Nutrient Separating Baffle Box. The service will include cleaning the screen system, removing collected sediment from the baffle chambers and inspecting the Storm Boom for replacement in th~ skimmer system. ~. The primary method used to service the Nutrient Separating Baffle Box is by vacuuming with a Vactor type unit. V#,cuum Servicinq 1. Open the hatches ~r manholes on top of the Baffle Box. 2. Close off the inflow and outflow with dampers, ;r provided, for a "wet" box. 3. Vacuum the debris and se~iment accumulated on the screen system. . == 4. Swing open the'screen system to expose the sediment collection chambers. 5. Vacuum the sediment collected in each of the chambers. e. Inspect the oil skimmer system Storm Boom for oil accumulation. Change Storm Boom if significantly contaminated. 7. Swing down the screen system, remove the dampers ( if used ). and close the hatches or replace the manhole covers. . . . ~.'" . . ) . Form #: 62-353.!lOO(7)F.A.C. Form Tide: Request for Tr8IIllfer to Operation Phase E1I'cctive Date: 25. 1995 o Copy of recorded restrictive covenants, articles of incorporation, and certificate of incorporation. . . -'-~._~' 62-343.900(7) On-LiDe DocllllleDt Formatted 121011.27 kag . Form#: 62-3S3.900(7)F.A.C. Form TIde: Request for TJBDSfer to Operation Phase Efl"ective Date: S 2S .1995 Request for Transfer of Environmental Resource Permit Construction Phase to Operation Phase (To be completed and submitted by the operating entity) Florida D t of Environmental Protection It is requested that Department Permit Number _authorizing the construction and operation of a surface water management syste~ for the below mention project be transferred from the construction phase permittee to the operation phase operating entity. Project: From: Name: . Address: City: State: To: Name: Address: City: State: Zip: Zip: The surface water management facilities ~ hereby accepted for operation and maintenance in accordance with the el\g;n-rs certification and as outlined in the restrictive covenants and articles of incorporation for the operating entity. Enclosed is a copy of the document tnmsferring title of the operating entity for the common areas on which the surface water JDaD.ageJDeIlt system is located. Note that if the operating entity has not been previously approved, the applicant should contact the Department staff prior to filing for a permit transfer. . The undersigned hereby agrees that aU terms and conditions of the permit and subsequent modifications, if any, have been reviewed, are understood and are heIeby accepted. Any proposed modifications shall be applied for and obtained prior to such modification. . Operating Entity: Title: Name Telephone: . Enclosure : .;:: o copy of recorded transfer of title surface water management system o Coy ofplat(s) 62-343.900(7) On-Line Document Formatted 12/01127 leag . . . Form #62-343.900(5), F.A.C. Form TJtle: As-BuDt Certification by a Regis1ered Profeasioaal Effective Date: October 3, 1995 ENVIRONMENTAL RESOURCE PERMIT AS-BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL Permit Number: Project Name: I hereby certify tha~ all components of this surf8ce water management system have been built substantially in accordance with the approved plans and specifications and are ready for inspection. Any substantial deviations (noted below) from the approved plans and specifications will not prevent the system from functioning as designed when properly maintained and operated. These determinations are based upon on-site observation of the system conducted by me or by my designee under my direct supervision and/or my review of as-built plans certified by a registered professional or Land Surveyor licensed in the State of Florida. Name (please print) Signature of Professional Company Name Florida Registration Number Company Address Date City, State, Zip Code Telephone Number (Affix Seal) Substantial deviations from the approved plans and specifications: (Note: attach two copies ofas-built plans when there are substantial deviations) Within 30 days of completion of the system, submit two copies of the form to: 62-343.900(5) On-Line Document Formatted 12101/97 kag ---_f :.i;' . 6/,""II',~ ,"\' ~ \ 1)- , ., (' !~,' ,f 1iIF_~ .' ''___ \/1 .L ~ / ) / _ tt -\ .J l.-<>'~ ~t,,-- ,.! '/"-, Ic~ ,\ /; 0 \ ~"--'..... "'-'1 S - S I C-:> - ""C I \0-\ ~, "4 ~~~ ~Jf;1T[O \,~~~.f ~ /'f \\ \ f" ~""I""" CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS FOR BEACH WALK PHASES 2, 3& 4 CONTRACT NO. . FDOT FINANCIAL PROJECT NO. 416652.1 FEDERAL AID PROJECT NO. S087001 R SEPTEMBER 2006 . ,.,- ,'." '.', ~ .. '. Table of Contents: SECTION I ADVERTISEMENT OF BIDS AND NOTICE TO CONTRACTORS SECTION II INSTRUCTIONS TO BIDDERS 1 COPIES OF BIDDING DOCUMENTS...................................................... 1 2 QUALIFICATION OF BIDDERS........................................................... 1 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE........................ 1 4 INTERPRETATIONS AND ADDENDA................................................... 3 5 BID SECURI~ OR BID BOND............................................................ 3 6 CONTRACT TIME............................................................................. 3 7 LIQUIDATED DAMAGES..... .............................................................. 3 8 SUBSTITUTE MATERIAL AND EQUIPMENT.......................................... 3 9 SUBCONTRACTORS.......................................................................... 4 10 BID/PROPOSAL FORM....................................................................... 4 11 SUBMISSION OF BIDS....................................................................... 5 12 MODIFICATION AND WITHDRAWAL OF BIDS...................... ................ 5 13 REJECTION OF BIDS......................................................................... 5 14 DISQUALIFICATION OF BIDDER........................................................ 6 15 OPENING OF BIDS........................................................................... 6 16 LICENSES, PERMITS, ROY AL~ FEES AND TAXES.............. ................. 6 17 IDENTICAL TIEBIDSNENDORDRUG FREE WORKPLACE...................... 6 18 AWARD OF CONTRACT................................................................. ... 7 19 BID PROTEST. . . . . . . . . . . .. . .. .. . . . . ... . .. . .. . .. ... . .. . . . . . . . . . . .. . . . . .. . .. . .. . .. . . . . .. . .. . .. . .. 7 20 TRENCH SAFETY ACT...................................................................... 8 21 MANDATORY PRE-BID CONFERENCE................................................ 9 22 PERCENT OF CONSTRUCTION PERFORMED BY THE CONTRACTOR....... 9 23 ALTERNATE BID ITEMS...................... ............ ......... .... ... ........ .......... 9 24 CONTRACTOR'S GUIDE TO DAVIS-BACON ACT................................... 9 25 SPECIAL FEDERAL INSTRUCTIONS TO BIDDERS............................................ 35 \. . > . BEACH WALK PHASES 2. 3 & 4 CONTRACT # TABLE OF CONTENTS SECTION III CONTRACT DOCUMENTS CONTRACT BOND. . .. . . . . .. . .. . .. . .. . .. . . . . .. . .. . .. . .. .. . . .. . .. . .. . . .. .. . .. . .. . .. . . . . .. . .. . . . . .. . .... ... 1 CONTRACT................................................................................................. 3 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORM)..... .... 6 PROPOSAL BOND................................................................................... ..... 8 AFFIDAVIT................................................................................................ 9 NON-COLLUSION AFFIDAVIT...................................................................... 10 PROPOSAL. . .. . . .. . . . .. . . . . . . . . . . . .. .. . .. . .. . .. . .. . .. . .. . ... .. . . . . .. . .. . .. . .. . .. . .. . .. . .. . . . . . . . .. . .. . .. .. 11 ADDENDUM SHEET................................................................................... .14 BIDDER'S PROPOSAL.... . .. . .. .. . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . ... . . . . .. . .. . . . .. 15 1. 2. SECTION IV GENERAL CONDITIONS ))~IrI~I1rI()~~.............................................................................. 1 ~~~I~~~l{ ~1r1r~~............................................................ 6 6 6 7 CONTRACT DOCUMENTS, INTENT....... ...... ... ........ .... ..... .... ............ 7 3.1 INTENT............................................................................... 7 3.2 REPORTING AND RESOLVING DISCREPANCIES......................... 8 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS............................................... 8 4.1 AVAILABILITY OF LANDS................. .................................... 8 4.2 INVESTIGATIONS AND REPORTS... ........................................ 8 4.3 PHYSICAL CONDITIONS; UNDERGROUND FACILITIES.............. 9 4.4 REFERENCE POINTS............................................................. 9 BONDS AND INSURANCE.... ..... ..... .... ............ ... ... ............... ...... .... ... 9 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND......... 9 5.2 INSURANCE........................................................................ 10 2.1 2.2 2.3 2.4 2.5 2.6 3. 4. s. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONRE<2U1RE~NTS........................................ DELIVERY OF BONDS AND CERTIFICATE OF INSURANCE......... COPIES OF DOC~NTS. .............................................. ........ COMMENCE~NT OF CONTRACT TIME/NOTICE TO PROCEED STARTING OF PROJECT........................................................ BEFORE STARTING CONSTRUCTION....................................... PRE-CONSTRUCTION CO~RENCE........................................ 6 6 6 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-1:~h Specs\CONTRACT DOCUMENTS- TABLE OF CONTENTS.doc 11 9/20/06 '...'...l...'......... . . '. BEACH WALK PHASES 2. 3 & 4 CONTRACT # TABLE OF CONTENTS 5.2.1 WORKERS COMPENSATION INSURANCE........................ 11 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE. 11 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITy................... 11 5.3 WANER OF RIGHTS............................................................. 12 CONTRACTOR'S RESPONSmILITIES............................................. 13 13 14 14 6. 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 6.10 6.11 6.12 6.13 6.14 7. SUPERVISION AND SUPERINTENDENCE................................. LABOR, MATERIALS AND EQUIPMENT.................................. SUBSTITUTES AND "OR EQUAL" ITEMS................................. RESPONSffiILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS....... .. . . .. . .. . .. . .. . .. . .. . .. . .. . . . . .. . .. . .. . .. . .. . .. . .. . . 15 USE OF PREMISES............................................................... 16 LICENSE AND Pf..TENT FEES, ROYALTIES ...'\ND T...A~S............. 16 LAWS AND REGULATIONS................................................... 17 PERMITS. . .. . .. . .. . .. . .. . .. .. .. .. . .. . .. . .. . .. . . . . . . . . . ... . .. . .. . . . . .. ... . .. . . . . .. . .. 17 SAFETY AND PROTECTION................................................... 17 EMERGENCIES..................................................................... 18 DRAWINGS.............. ........................................................... 19 6.11.1 SHOP DRAWINGS AND SAMPLES.............. .. .... ... .. .... ... .. 19 6.11.2 AS-BUILT DRAWINGS................................................. 20 6.11.2.1 GENERAL.................................................... 20 6.11.2.2 SANITARY AND STORM SEWER PIPING SYSTEMS.. . .. .. . .. .. . . .. . .. . .. . .. . . . . .. . .. . . . . .. . .. . . . . .. . .. 21 6.11.2.3 PRESSURE PIPE CONSTRUCTION (WATER, RECLAIMED WATER, FORCEMAIN)................. 21 6.11.2.4 ELECTRICAL AND CONTROL WIRING.............. 21 6.11.2.5 HORIZONTAL AND VERTICAL CONTROL......... 21 6.11.2.6 STANDARDS................................................ 22 6.11.2.7 OTHER.. . .. .. . .. . .. .. . . .,'. .. . .. . ... " . . . . .. . .. . .. . ... . .. . .. . .. 22 6.11.3 CAD STANDARDS...................................................... 22 6.11.3.1 LAYER NAMING......................... .................. 22 6.11.3.1.1 PREFIXES AND SUFFIXES. . . . . .. . .. . . . . .. . .. . .. . .. . .. . . 22 6.11.3.1.2 LAYER NAMING DEFINITIONS....................... 22 6.11.3.2 LAYER PROPERTIES.................... ................. 23 6.11.3.3 TEXT STYLES.............................................. 23 6.11.4 DELIVERABLES......................................................... 23 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE...... 24 CONTINUING THE WORK................ . .. . . . . .. . .. . .. . .. . . . . . . . . . . .. . .. . ... 25 INDEMNIFICATION.................................................. .......... 25 26 26 26 27 27 27 28 28 7.1 7.2 ()1rIl~Fl W()~........................................................................... 8. 9. RELATED WORK AT SITE.................................................... COORDINATION.............................................................. .. OWNER'S RESPONSIBILITY... ... ........ .... ... ..................... .......... .... ENGINEER'S STATUS DURING CONSTRUCTION........................... 9.1. OWNER'S REPRESENTATIVE................................................ 9.2 CLARIFICATIONS AND INTERPRETATIONS............................ 9.3 REJECTING OF DEFECTIVE WORK........................................ L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs- Tr,ch Specs\CONTRACT DOCUMENTS- TABLE OF CONTENTS.doc JI\ 9/20/06 ,;\ . ,/") . \ \. BEACH WALK PHASES 2. 3 & 4 CONTRACT # TABLE OF CONTENTS 9.4 SHOP DRA WINGSt CHANGE ORDERS AND PAYMENTS............ 28 9.5 DECISIONS ON DISPUTES.................................................. 28 9.6 LIMITATIONS ON ENGINEER'S RESPONSffiILITIES.................. 29 10. CHANGES IN THE WORK.............................. .............. .......... ...... 30 11. CHANGES IN THE CONTRACT PRICE.......................................... 31 11.1 CHANGES IN THE CONTRACT PRICE.................................... 31 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT... 31 11.3 UNIT PRICE WORK............................................................. 32 12. CHANGES IN THE CONTRACT TIME-............................................ 32 13. TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK.......................................... 33 13.1 TESTS AND INSPECTION..................................................... 33 13.2 UNCOVERING THE WORK................................................... 34 13.3 ENGINEER MAY STOP THE WORK........................................ 34 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK................ 35 13.5 'NARRA.NTYlCORRBCTIQN PERIOD....................................... 35 13.6 ACCEPTANCE OF DEFECTIVE WORK..................................... 35 13.7 OWNER MAY CORRECT DEFECTIVE WORK............................ 36 14. PAYMENTS TO CONTRACTOR AND COMPLETION..................... 36 14.1 APPLICATION FOR PROGRESS PAYMENT............................ 36 14.2 CONTRACTOR'S WARRANTY OF TITLE................................ 37 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS..... ... 37 14.4 PARTIAL UTILIZATION..................................................... 38 14.5 FINAL INSPECTION........................................................... 39 14.6 FINAL APPLICATION FOR PAYMENT................................... 39 14.7 FINAL PAYMENT AND ACCEPTANCE.................................. 39 14.8 WAIVER OF CLAIMS.......... ............................................... 40 15. SUSPENSION OF WORK AND TERMINATION.............................. 40 15.1 OWNER MAY SUSPEND THE WORK.................................... 40 15.2 OWNER MAY TERMINATE..... ........................................... 41 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE................ 42 16. DISPUTE RESOLUTION... ... ... ... ......... ............ ........ ........ ....... .... 42 17. MISCELLANEOUS...... ...... ... ...... ............... ......... ... ................ ... 43 17.1 SUBMITTAL AND DOCUMENT FORMS............................... 43 17.2 GIVING NOTICE.............................................................. 43 17.3 NOTICE OF CLAIM.......................................................... 43 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED.......... 43 17.5 ASSIGNMENT OF CONTRACT........................................... 43 17.6 RENEWAL OPTION.......................................................... 44 SECTION V SPECIAL CONDITIONS 1. 2. CONSTRUCTION PHASING........................................................ PROJECT SIGNS........ .. . .. . .. . ... .. . .. . .. . .. . ... .. . . . . .. . .. . .. . . . . .. .. . . '" . .. . .. . .. 1 2 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-TABLE OF CONTENTS.doc IV 9/20/06 ) . . ie BEACH WALK PHASES 2. 3 & 4 CONTRACT # TABLE OF CONTENTS 3. PROJECT CONTROL FENCING.................................................... 2 4. PUBLIC ACCESS TO BEACH....................................................... 2 5. SPECIAL EVENTS AT THE BEACH............................................... 3 6. CONTROLLING ACCESS TO THE SITE............................................... 3 7. TIMELINESS OF CITY APPROVALS................................................... 3 8. PROJECT OFFICE AND SITE.............................................................. 3 8.1 CONTRACTOR'S FIELD OFFICE.......... ....................................... 3 8.2 O~~NGINEER'S OFFICE.................................................... 3 8.3 WORKING DRAWINGS............................................................. 5 8.4 COMPUTER........................................................................... 5 8.5 TELEPHONE SERVICE............................... ............................... 6 8.6 MOCKUP AREA...................................................................... 6 8.7 PAYMENT FOR FIELD OFFICES SETUPS.... .......... ....................... 6 9. ON-SITE STAGING AREA. . .. ... . .. . ..... . ... .. . .. . .. . .. . . . . ... . .. . . . . .. . .... . .. . .. . .. . .. . . 7 10. OFF-SITE STAGING AREA................................................................. 7 11. COOPERATION WITH DEVELOPERS CONTRACTORS............................ 7 12. O~RSHIP OF MILLING MATERIAL................................................. 7 13. LOCAL BUSINESS ACCESS AND SIGNS............................................... 7 14. W AYFINDING SIGNAGE.................................................................. 8 15. COORDINATION WITH CITY STAFF................................................... 8 16. CONTRACTOR LOGISTIC PLAN..................................................... ... 8 17. EMERGENCY ACCESS..................................................................... 8 18. HURRICANE EVACUATION.............. ................................................ 9 19. ACCESSmLE FIRE HYDRANTS.......................................................... 9 EXHmIT NO.1 Project Sign ................................................................... 10 EXHffiIT NO.2 Typical Fence Panel.......................................................... 11 EXHmIT NO.3 Wayfinding Signing.......................................................... 12 SECTION VI PROJECT SPECIFICATIONS PART A BID ITEM AND SPECIFICATIONS CHECKLIST.................................... 1-12 PARTB 1. REMOVING EXISTING STORM MANHOLES, INLETS AND PIPES.......... 1 2. SPECIAL EXCAVATION................................................................. 2 3. ROUGH GRADING......................................................................... 3 .4. REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS............... 4 5. REMOVE EXISTING SHOWER, DRINKING FOUNTAIN, METAL BENCH AND WATER SERVICES....................................................... 4 6. REMOVE EXISTING STREET LIGHTS...................................... ........... 5 7. REMOVE EXISTING SIGNS.. ........ .................................................... 6 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4'Contr Docs-Tech Specs\CONTRACT DOCUMENTS-TABLE OF CONTENTS.doc V 9/20/06 ') . 13. 14. 15. 16. 17. 18. 19. \ 20. . 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. I. 35. 36. BEACH WALK PHASES 2. 3 & 4 CONTRACT # TABLE OF CONTENTS 8. MATERIAL TESTING...................................................................... 7 9. ~1VI0~ Li\J'f.[)SC)\]>ING T~ES...................................................... 7 1 O. ~1VI0~ EXISTING PARKING 1VIETERS............................................ 8 11. ~MO~ i\J'f.[) REPLACEMENT ENTRY i\J'f.[) EXIT AUTOMATIC GATE AND TICKET BOOTH TO SOUTH BEACH PARKING LOT............. 9 12. ~MOVE i\J'f.[) DELIVER ENTRY AND EXIT AUTOMATIC GATE AND TICKET BOOTH FROM THE BEACH PARKING LOT.... 10 ~MOVE CANOPy........................................................................ 11 INSTALL YARD DRAIN TYPE 1..... .................................................. 12 CONFLICT JUNCTION BOX............................................................ 12 ROOF DRAIN PIPE AND CLEANOUT................................................ 13 INSTALL STORM SEWER PVC AND DIP........................................... 14 CONNECT TO EXISTING STORM STRUCTURE.. .. .... .. .... .. .... .. .. .. .. ....... 15 CONNECT TO EXISTING SEAWALL...................................... ........... 16 SEAWALL C)\]>.............................................................................. 17 FINISHED GRADING.... . . . . .. . ... .. ... ...... . .. . .. . .. . .. . .. . .. . .. . .. . .. . . . . . . . .. . .. . . . . .. 18 4' BARRIER 1VIEDIAN...................................................................... 18 SAW CUT FOR CROSSWALK........................................................ ... 19 BEACH ACCESS FOOTING........................................................... ... 20 MATCH EXISTING P A ~MENT WITH T)\]>ER.................... .............. ... 20 BACKFILL Si\J'f.[)/SEA T WALL TO 30" . . . . ... . .. . .. . .. . .. . .. . .. . " . .. . ... . .. . .. . .. . .. 21 INSTALL TEMPORARY INLET - FOOT TYPE 10 (DELETED).................. 21 ADA RA1V1P COMPLETE FULL WIDTH - 10'........................................ 22 DUNE EXCAVATION OR BORROW................................................. 22 DUNE RECONSTRUCTION............................................................. 23 REMOVING UTILITY SYSTEM, WATER MAINS AND WASTEWATER 1VIAINS. . .. . .. . .. . .. . . . . · . . .. .. . .. . .. . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . ... . .. . ... 24 CONCRETE CAP OF SHALLOW RECLAIMED WATER MAIN..... ........... 25 RECONNECT EXISTING UTILITY SERVICES..................................... 26 OFF-SITE BORROW...................................................................... 27 EROSION AND SILTATION CONTROL.. ............................................ 28 ASPHALT P A ~MENT................................................................... 29 L:\COMMON\Clearwaler\Beach Walk Consl Docs Ph 2-4\Conb' Docs- TllCh Specs\CONTRACT DOCUMENTS- TABLE OF CONTENTS.doc VI. 9/20/06 . '. BEACH WALK PHASES 2.3 & 4 CONTRACT # TABLE OF CONTENTS 37. ON-SITE FILL............................................................................. 29 38. NUTRIENT SEPARATING BAFFLE BOX (NSBB).......... ................ ..... 30 PARTC 1. COLORED TEXTURED CONCRETE.............................................. 34 2. FREE-STANDING LANDSCAPE PLANTERS BY TYPE & LOCATION.. 34 3. BIKE RACKS.............................................................................. 35 4. BOLLARDS BY TYPE. . .. . .. . .. . .. . ... .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . . . . .. 36 5. DRINKING FOUN"TAINS............. ....... .......................................... 36 6. WASTE RECEPTACLES..............................;................................ 37 7. BENCHES BY TYPE AND LOCATION............................................. 37 8. TREE GRATES............................................................................ 38 9. SHADE STRUCTURES.................................................................. 38 10. BEACH SHOWERS AND TURTLE SCULPTURES.............................. 39 11. SUNDIAL PLAZA FOUNTAINS AND GNOMON................................ 39 12. SAND/SEAT WALL...................................................................... 40 13. SAND WALL (DELETED)................................................................. ..41 14. ACCENT PIERS. . .. . . . . .. ...... . .. . .. . .. . .. . ... . . ... . .. . . . . .. . .. .. . . .. . . . . .. ... . .. . .. . .. . . 41 15. GAME BOARD PLAZA SCULPTURE.............................................. 41 16. CHESS/CHECKER/BACKGAMMON BOARD................................ '" 42 17. NORTH GATEWAY SIGN WALL AND SIGN WITH LIGHTING.......... 42 18. SOUTH GATEWAY SIGN WALL AND SIGN WITH LIGHTING.......... 43 SECTION VII TECHNICAL SPECIFICATIONS 1 SCOPE OF WORK........................................................................... 1 2 LINE, GRADE AND RECORD DRAWINGS........................................... 3 3 DEFINITION OF TERMS.................................................................. 4 4 ORDER AND LOCATION OF THE WORK.............. .. ... .. .. .. ... .... .. .... '" ... 5 5 EXCAVATION FOR UNDERGROUND WORK...................................... 5 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-T~h Specs\CONTRACT DOCUMENTS-TABLE OF CONTENTS.doc VII 9/20/06 "\~ " 17 " \ 18 ,. . 19 20 21 22 23 24 25 26 27 28 29 30 '. 31 32 BEACH WALK PHASES 2. 3 & 4 CONTRACT # TABLE OF CONTENTS 6 CONCRETE.................................................................................. 7 EXCA VA TION AND FORMS FOR CONCRETE WORK............. .... .. .... .. .. 8 REINFORCEMENT........................................................................ 9 OBSTRUCTIONS.......................................................................... 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS SIDEWALKS AND STREET PAVEMENT........................................... 6 7 7 7 8 11 WORK IN EASEMENTS OR PARKWAyS..... ................. ...... .......... ..... 8 12 DEWATERING............................................................................. 9 13 SANITARY MANHOLES................................................................ 9 14 BACKFILL.................................................................................. 12 15 STREET CROSSINGS, ETC............................................................. 12 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES........... .................................................................... 12 UNSUITABLE MATERIAL REMOVAL................................................ 12 UNDERDRAINS (DELTED).............................................................. 13 STORM SEWERS........................................................................... 13 SANITARY SEWERS AND FORCE MAINS.......................................... 14 DRAINAGE.................................................................................. 16 ROADWAY BASE AND SUBGRADE................................................. 17 ASPHALTIC CONCRETE MATERIALS.............................................. 19 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT (DELETED)....... 25 GENERAL PLANTING SPECIFICATIONS.......................................... 25 HDPE DEFORMED - REFORMED PIPE LINING (NOT IN CONTRACT).................................................................................. 50 PLANT MIX DRIVEWAYS (DELETED).............................................. 50 REPORTING OF TONNAGE OF RECYCLED MATERIALS .................... 50 CONCRETE CURBS ...................................................................... 50 CONCRETE SIDEWALKS AND DRIVEWAyS..................................... 51 SODDING.................................................................................... 52 SEEDING. . .. . .. . ... .. . .. . .. . .. . .. . . . . .. . .. . .. . .. . .. . . . . .. . . . . . . . .. . . . . .. . . . . . . . .. . .. . .. . .. . .. 52 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-l)x:h Specs\CONTRACT DOCUMENTS- TABLE OF CONTENTS.doc Vllt 9/20/06 \, . I. 50 51 52 53 54 55 56 57 , " I ) 58 '-. 59 BEACH WALK PHASES 2.3 & 4 TABLE OF CONTENTS CONTRACT # 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES ............................................................................... 53 34 MATERIAL USED....................................................................... ... 54 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS.......................... 54 36 STREET SIGNS (NOT IN CONTRACT).... ........................................ ..... 54 37 AUDIONIDEO TAPE OF WORK AREAS ............................................. 54 38 EROSION AND SILTATION CONTROL ............................................... 56 39 UTILITY TIE IN LOCATION MARKING .............................................. 61 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE............ 61 41 WATER MAINS AND APPURTENANCES ............................................ 62 42 GAS SYSTEM SPECIFICATIONS (NOT IN CONTRACT).......................... 73 43 TENNIS COURTS (NOT IN CONTRACT).............................................. 74 44 WORK ZONE TRAFFIC CONTROL..................................................... 74 45 CURED-IN-PLACE PIPE LINING........................................................ 77 46 SPECIFICATIONS FOR POLYETHYLENE SLIP LINING (DELETED).............. 79 47 SPECIFICATIONS OF POLYVINYL CHLORIDE RIBBED PIPE (NOT IN CONTRACT)............................................................................... 79 48 GUNITE SPECIFICATIONS (NOT IN CONTRACT)..................................... 79 49 SANITARY AND STORM MANHOLE LINE RESTORATION (NOT IN CONTRACT)................................................................................... 79 PROJECT INFORMATION SIGNS ........................................................ 79 IN-LINE SKATING SURFACING SYSTEM (NOT IN CONTRACT)................ 81 RESIDENT NOTIFICATION OF START OF CONSTRUCTION..................... 81 GABIONS AND MATTRESSES (NOT IN CONTRACT)................................ 82 LAWN MAINTENANCE SPECIFICATIONS............................................ 82 MILLING OPERATIONS .................................................................... 87 CLEARING AND GRUBBING............................................................. 89 RIPRAP (NOT IN CONTRACT)............................................................. 89 TREATMENT PLANT SAFETY (NOT IN CONTRACT).. .. ..... ... .. ... ... .... .. ..... 89 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS ................................. 89 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS- TABLE OF CONTENTS,doc IX 9/20/06 . ,. -"'~ . (. BEACH WALK PHASES 2. 3 & 4 CONTRACT # TABLE OF CONTENTS 60 SIGNrnG AND MARKING .................................................................. 90 61 ROADWAY LIGHTrnG ...................................................................... 90 62 TREE PROTECTION (NOT rn CONTRACT)............................................. 91 63 PROJECT WEB PAGES (NOT IN CONTRACT)......................................... 91 SECTION VIII SUPPORT DOCUMENTS PART A Report on Geotechnical Exploration (Nodarse)... ...... ............ .............................. 1 PARTB Subsurface Utility Engineering (TBE Group)..................................................... 1 PARTC Pinellas County Minimum Testing Frequency Requirements................................. 1 PARTD FDEP CCCL Permit #1-594................ ..... ... ............ ... ... ............... ... ...... ... ... ... 1 SECTION IX CONSTRUCTION DRAWINGS Beach by Design; Beach Walk; South Gulfview Boulevard and Coronado Drive Improvement (PBS&J)... ... .................. ... ... ... ............ ... .... ..... .... .............. .... .... 1 Beach by Design; Beach Walk; South Gulfview Boulevard and Coronado Drive Improvement Signalization Plans (DKS)..... ... ......... ...... ....... ........... ............ .... .... 1 Beach by Design; Beach Walk; South Gulfview Boulevard and Coronado Drive Improvement Traffic Control Plans (DKS) ........................................................ 1 SECTION X CONSTRUCTION STANDARDS City of Clearwater Standard DetaUs ......... ... ... .......... ..... ............................ ..1 to 4 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS- TABLE OF CONTENTS.doc x 9/20/06 " " :, ,i .....'!i':I.;ffti ":"~!~~'i~ll~l~~~~N!..'"" ..L-WI.1I1.ilqn.!I4:f.iI!~l.~.. 'I 'I ' !' "': I:':: f :::: ,. J"~ "~::::: 'i' ; . "'I ': ' ':" : " . . " I " '1 ., 1..:E"i. f.i..,i. 1 iB' ":"'1"" .... ,l! ;,',JliB ! : :' , "',: I:'" ' ': ,'," : :' ~ -'~- ., !:i , ", ,p , ' ,. I ~ :'1 ;.-1 ''1:: SECTION I . ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS BEACH WALK PHASES 2, 3, & 4 PROJECT # 03-0079-ED CLEARWATER, FLORIDA Copies of the Contract Documents and Plans for this project are available for inspection and/or purchase by prospective bidders at the Municipal Services Bldg., Public Works Administration Office, 2nd Floor, Room 220, 100 So. Myrtle Ave., Clearwater, Florida, between the hours of 8:30 a.m. and 4:30 p.m. Monday thru Friday, Friday, October 13, 2006, until no later than close of business three days preceding the bid opening. A charge of $100, none of which will be refunded, will be made for each set. The work for which proposals are invited consists of: DECORATIVE CONCRETE HARDSCAPE, LANDSCAPE, WATER TRANSMISSION MAIN, ROADWAY, DRAINAGE, AND UTILITY RELOCATIONS; TOGETHER WITH NECESSARY APPURTENANCES. A MANDATORY Pre-Bid Conference for all prospective bidders will be held on WEDNESDAY, OCTOBER 25, 2006 at 10:00 a.m. at CITY HALL, 112 South Osceola Avenue, Second Floor, Room #222, Clearwater, Florida. Representatives of the Owner and Consulting Engineer will be present to discuss this Project. . Sealed proposals will be received by the Purchasin!! Manaser, at the Purchasin!! Office, located at the MuniciDal Services BId!!.. 100 So. Mvrtle Ave.. 3r Floor. Clearwater. Florida 33756- 5520, until 1:30 P.M. on TUESDAY,THURSDt-,.Y, NOVEMBER M-, 28, 2006, and publicly opened and read at that hour and place for BEACH WALK, PHASES 2, 3 & 4 (CONTRACT #: 03-0079-ED). A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal form is available only to City pre-qualified contractors in the construction category of CONCRETE FLATWORK, ROADWAY AND PARKING LOT CONSTRUCTION, SANITARY AND STORM SEWERS AND WATER AND FORCE MAINS with a unlimited pre-qualification amount Contractors, suppliers, or others who are not pre-qualified but who may be interested as a possible subcontractor, supplier, etc., may purchase a "Subcontractor" package consisting of plans, specifications, and pay items worksheet. A 10% bid bond is required for all City of Clearwater projects. The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids. . The City of Clearwater, Florida William B. Home, II, City Manager iN)1 It'. . "....:'......'1. ..T.i ....1. ,.~......".... "N' r[. ;;i 'Ji.', ill..l' . ' ."':!:JrH*::~~~ .. . '. BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS 1 COPIES OF BIDDING DOCUMENTS 1.1 Complete sets of the Bidding Documents are available for the sum stated in the Advertisement for Bid from the Office of the Purchasing Manager. This amount represents reproduction costs and is non-refundable. A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and bid/proposal form is available only to pre-qualified bidders. Contractors, suppliers, or others who are not pre-qualified but who may be a possible subcontractor, supplier, or other interested person may purchase a "Subcontractor" package consisting of plans, specifications, and list of pay items. 1.2 Complete sets of Bidding Documents must be used in preparing bids. Neither the City nor the Engineer shall be liable for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, by Bidders, sub-bidders or others. 1.3 The City, in making copies of Bidding Documents available on the above, terms, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant any other permission to use the documents for any other purpose. 2 QUALIFICATION OF BIDDERS 2.1 Each prospective Bidder must pre-qualify to demonstrate, to the complete satisfaction of the City of Clearwater, that the Bidder has the necessary facilities, equipment, ability, financial resources and experience to perform the work in a satisfactory manner before obtaining drawings, specifications and contract documents. An application package for pre- qualification may be obtained by contacting the City of Clearwater, Engineering Department, Engineering Services Division at P.O. Box 4748, Clearwater, Florida 33758- 4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756-5520 (street address only) or by phone at (727) 562-4750. All qualification data must be completed and delivered to the Director of Engineering at the above address not later than fourteen (14) days prior to the time set for the receipt of bids. Bidders currently pre-qualified by the City do not have to make reapplication. 2.2. Each prospective Bidder must certify that it and its principals are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency and that they have not been convicted or had devil judgment rendered within the past three years for certain types of offenses. 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3.1 It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with local conditions that may in any manner affect cost, progress, performance or furnishing of the work; ( c) consider and abide by all applicable federal, state and local laws, ordinances, rules and regulations; and (d) study and carefully correlate Bidder's observations with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. In reference to the Technical Specifications and/or the Scope of the Work for identification of those reports of explorations and tests of subsurface conditions at the site which have 3.2 F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lI.doc 4/28/06 .'....~..'........'..............\............... . . . 3.6 3.7 3.8 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS been utilized by the Engineer in the preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such reports but not upon non-technical data, interpretations or opinions contained therein or for the completeness thereof for the purposes of bidding or construction. In reference to those drawings relating to physical conditions of existing surface and subsurface conditions (except Underground Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. 3.3 Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site are based upon information and data furnished to the City and Engineer by owners of such Underground Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expressly provided in the Contract Documents. 3.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General Conditions. Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations and tests. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents. The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work. 3.5 F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lI.doc 2 4/28/06 "'''''.'''..... (,' "-'-,\ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda, either by mail or facsimile transmission, to all parties recorded by the Purchasing Manager as having received the Bidding Documents. Questions received less than ten (10) days prior to the date for opening of Bids may not be answered. Only infonnation provided by fonnal written Addenda will be binding. Oral and other interpretations of clarifications will be without legal effect. 4.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or Engineer. 5 BID SECURITY OR BID BOND 5.1 Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10%) of the Bidder's maximum Bid price and in the fonn of a certified or cashiers check or a Bid Bond (on fonn attached) issued by a surety meeting the requirements of the General Conditions. A cash bid bond will not be accepted. 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Perfonnance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) days after the award of contract by the City Commission, the City may annul the bid and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid opening. 5.3 The Bid Bond shall be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. 6 CONTRACT TIME 6.1 The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications Article 40. 7 LIQUIDATED DAMAGES 7.1 Provisions for liquidated damages are set forth in the Contract Agreement. 8 SUBSTITUTE MATERIAL AND EQUIPMENT 8.1 "The contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item may be furnished or used, application for its acceptance F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lI.doc 3 4/28/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. 9 SUBCONTRACTORS 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the Contractor in the completion of the Work. The amount of subcontract work shall not exceed fifty percent (50%) of the Work except as maybe specifically approved by the Engineer. If the Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, supplier, other person or organization, he may, before recommending award of the Contract Agreement to the City Commission, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Successful Bidder declines to make any such substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security to the City of any Bidder. Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer does not make written objection prior to the recommendation of award to the City Commission will be deemed acceptable to the City subject to revocation of such acceptance after the Effective Date of the Contract Agreement as provided in the General Conditions. 9.2 No Contractor shall be required to employ any Subcontractor, supplier, person or organization against whom he has reasonable objection. 10 BID/PROPOSAL FORM 10.1 The Bid/Proposal Form is included with the Contract Documents and shall be completed in ink or by typewriter. All blanks on the Bid/Proposal Forms must be completed. The Bidder must state in the Bid/Proposal Form in words and numerals without delineation's, alterations or erasures, the price for which he will perform the work as required by the Contract Documents. Bidders are required to bid on all items in the Bid/Proposal form. The lump sum for each section or item shall be for furnishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications. Should it be found that quantities or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the listed individual items. 10.2 Bids by corporations shall be executed in the corporate name by the president or a vice- president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC II.doc 4 4/28/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership. 10.3 Bids by partnerships shall be executed in the partnership name and signed by a general partner, whose title shall appear under the signature and the official address of the partnership shall be shown below the signature. 10.4 All names shall be typed or printed below the signature. . 11 SUBMISSION OF BIDS 11.1 Sealed Bids shall be submitted at or before the time and at the place indicated in the Advertisement for Bids and shall be submitted in the bid envelope provided with the bid documents. If fOIWarded by mail, the Bid shall be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and addressed to the City of CleaIWater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified. Telegraphic or facsimile bids received by the Purchasing Manager will not be accepted. 12 12.1 '\ . 12.2 MODIFICATION AND WITHDRAWAL OF BIDS Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered as described in the Advertisement of Bids. A request for withdrawal or a modification shall be in writing and signed by a person duly authorized to do so. Withdrawal of a Bid will not prejudice the rights of a Bidder to submit a new Bid prior to the Bid Date and Time. After expiration of the period for receiving Bids, no Bid may be withdrawn or modified. After a bid is received by the City, the bidder may request to modify the bid for typographical or scrivener's errors only. The bidder must state in writing to the City that a typographical or scrivener's error has been made by the bidder, the nature of the error, the requested correction of the error, and what the adjusted bid amount will be if the correction is accepted by the City. The City reserves the right at its sole discretion to accept, reject, or modify any bid. 13 REJECTION OF BIDS 13.1 To the extent permitted by applicable State and Federal laws and regulations, the City reserves the right to reject any and all Bids, and to waive any and all informalities. Grounds for the rejection of a bid include but are not limited to a material omission, unauthorized alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or irregularities of any kind. Also, the City reserves the right to reject any Bid if the City believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the City. The City reserves the right to decide which bid is deemed to be the lowest and best in . the interest of the public. . F:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lI.doc 5 4/28/06 .-.-':\ . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION IT - INSTRUCTIONS TO BIDDERS 14 DISQUALIFICATION OF BIDDER 14.1 Any or all bids will be rejected if there is any reason for believing that collusion exists among the bidders, the participants in such collusion will not be considered in future propbsals for the same work. Each bidder shall execute the Non-Collusion Affidavit contained in the Contract Documents. 15 OPENING OF BIDS 15.1 Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the opening of bids. 16 liCENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor shall secure all licenses and permits (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all Federal and State Laws, County and Municipal Ordinances and regulations, which in any manner effect the prosecution of the work. City of Clearwater building permit fees and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 16.2 The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction or operation process, which is protected by patent rights except as specifically stated otherwise in the Technical Specifications. The amount of royalty fee, if any, shall be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptions and complying with all requirements. 17 IDENTICAL TIE BIDSNENDOR DRUG FREE WORKPLACE 17.1 In accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders with drug-free workplace programs. Whenever two or more bids which are equal with respect to price, quality, and service are received by the City for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none or all of the tied bidders have a drug-free workplace program. In order to have a drug-free workplace program, a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. (2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe lI.doc 6 4/28/06 .. . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION IT - INSTRUCTIONS TO BIDDERS employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. (3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). (4) In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or co~tractua1 services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled substance law, of the United States, or of any state, for a violation occurring in the workplace no later than five (5) days after such conviction. (5) Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. (6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section I certify that this firm does/does not (select only one) fully comply with the above requirements. 18 AWARD OF CONTRACT 18.1 Discrepancies between words and figures will be resolved in favor of words. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 18.2 In evaluating the Bids, the City will consider the qualifications ofthe Bidders, whether or not the Bids comply with the prescribed requirements, unit prices, and other data as may be requested in the Bid/Proposal form. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons, and organizations to perform and furnish the Work in accordance with the Contract Documents to the City's satisfaction within the prescribed time. 18.3 If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the award will be in the best interest of the City. 18.4 Award of contract will be made for that combination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. 19 BID PROTEST 19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in connection with the solicitation or award of a contract may seek resolution of his/her complaints initially with F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe lI.doc 7 4/28/06 ""\ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: A. A protest with respect to the specifications of an invitation for bid or request for proposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due date of the request for proposal. Opening dates for bids or due dates for requests for proposal will be printed on the bid/request document itself. B. Protests in respect to award of contract shall be submitted in writing a maximum of five (5) work days after notice of intent to award is posted, or is mailed to each bidder, which ever is earlier. Notice of intent to award will be forwarded to bidders upon telephonic or written request. Protests of recommended award should cite specific portions of the City of Clearwater Code of Ordinances that have allegedly been violated. C. Exceptions to the five (5) day requirements noted in both A and B above may be granted if the aggrieved person could have not been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening, posting of intent to award, or due date for requests for proposals. Request for exceptions should be made in writing, stating reasons for the exception. D. The Purchasing Manager shall respond to the formal written protest within five business days of receipt. The Purchasing Manager's response will be fully coordinated with the appropriate Department Director and the Assistant City Manager. ' E. If the protestor is not satisfied with the response from the Purchasing Manager, he/she may then submit in writing within five business days of receipt of that response his/her reason for dissatisfaction, along with copies of his/her original formal protest letter and the response from the Purchasing Manager, to the City Manager. F. The City Manager as Purchasing Agent for the City has the final authority in the matter of protests. The City Manager will respond to the protestor within ten work days of receipt of the appeal. 19 .3 STAY OF PROCUREMENT DURING PROTEST: In the event of a timely protest, the Purchasing Manager shall not proceed with the solicitation or award of contract until all administrative remedies have been exhausted or until the City Manager makes written determination that the award of contract without delay is necessary to protect the best interest of the City. 20 TRENCH SAFETY ACT 20.1 The Bidder shall comply with the provisions of the Florida Trench Safety Act (Sections 553.60-553.64, Florida Statutes) and the provisions of the Occupational Safety and F:\COMMON\Clearwaler\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC I1.doc 8 4/28/06 .~" . '-....." . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s 1926.650 Subparagraph P, or current revisions of these laws. 21 MANDATORY PRE-BID CONFERENCE A mandatory pre-bid conference will be held at the time, date and location as noted in the advertisement. All contractors to be considered for this contract shall have an official representative attending the Pre-bid conference, and the representative of the contractor shall be on the sign-in sheet for the conference and match the name noted on the bid form. Contractors not attending the Pre-bid conference will be disqualified from bidding. 22 PERCENT OF CONSTRUCTION PREFORMED BY THE CONTRACTOR The 50 % of the work identified in the contract documents shall be preformed by the bidding contractor's own forces. Those items of the bid proposal to be preformed by the bidding contractor shall be indicated on the proposal form in the method provided. 23 ALTERNATE BID ITEMS Alternate Bid pricing shall be the same price as the base bid price for the same work. The contract Alternative bids shall be made a part of the contract upon written authorization from the City. The Base Bid price will be used to determine the qualified low bidders. 24 CONTRACTOR'S GUIDE TO DAVIS-BACON ACT This project is funded by federal funds and requires that the federal guidelines be followed during construction. The contractor may be subject to an audit to assure compliance with the funding requirements. Attached to this section is the U.S. Department of Housing Urban Development Guidelines entitled "Contractor's Guide to Davis-Bacon Act" for use by the contractor. It is the contractor's responsibility to adhere to these requirements and any update of requirements published by the U.S. Department of Housing and Urban Development during the life ofthis construction project. F:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lI.doc 9 4/28/06 """,~ .'... ~ u.s. Deparbnent of Housing and Urban Development .......~ Office of Labor Relations , r LR01.DG CONTRACTOR'S GUIDE TO DAVIS-BACON Prevailing Wage RequirelTIents for Federally-Assisted . Construction Projects . May 1998 e?'.)......... , . . " . A Message From The Secretary This first-ever HUD Contractor's Guide to Davis-Bacon is a product of HUD's partnership with the Department of Labor. It is designed to improve our performance as public trust agents protect- ing the statutory rights of construction workers to earn prevailing wage rates on HUD-assisted projects. We have explained exactly what is needed to comply with Davis-Bacon prevailing wage requirements - what will be required of contractors and what contractors can expect from us. A parallel goal of the HUD/Labor partnership is to eliminate excessive paperwork, bureaucratic red tape and unnecessary delays. By launching a Davis-Bacon" streamlining" initiative, we have focused on results and stripped away unproductive processes and requirements that had accumulated over the years. This Guide offers the most up-to-date information on our streamlining efforts. I am pleased to offer the Contractor's Guide to David-Bacon and hope you find it helpful and informative. We welcome any comments or suggestions you may have. Please contact the HUD Labor Relations Staff for your area if we can assist you in any way. Working together, we can help our country meet the affordable housing needs of low-income families, the elderly, and persons with disabilities. ^'::::':':":':':~' . .. . INTRODCCTION This Guide is directed primarily to contractors performing work on construction projects that are assisted by HUD and subject to Davis-Bacon prevailing wage requirements. This Guide does not address contractor requirements involved in direct Federal contracting where HUD or another Federal agency enters into a procurement contract directly under the Fed- eral Acquisition Regulations (FAR) found at TItle 48 of the Code of Federal Regulations. While the guidance contained in this Guide is generally appli- cable to any Davis-Bacon covered project, specific questions pertaining to such direct contracts should be addressed to the Contracting Officer who signed the contract for the Federal agency. The purpose of this Guide is to explain in simple and non-bureau- cratic terms exactly what is required of contractors and subcontractors working on construction projects covered by Federal Davis-Bacon prevailing wage and reporting requirements. HUD'-s Office of Labor Relations is providing this Guide as a service to assist you in better understanding your labor standards and compliance responsibilities. This Guide has been developed in consultation with the Department of Labor's Wage and Hour Division. There are three chapters in this Guide. The first chapter provides a - brief description of the laws and regulations associated with Federal labor standards administration and enforcement and discusses both what's in your contract that requires Davis-Bacon compliance as well as your respon- sibilities. The second chapter deals with labor standards and payroll report- ing requirements. The third chapter discusses what can happen in the event there is a dispute about the wage rates that should be (or have been) paid and any back wages that may be due. Not all HUD construction projects are covered by Davis-Bacon wage rates. For the purpose of this Guide, we shall assume that a determination has already been made that Davis-Bacon wage rates are applicable. If you would like assistance in determining whether Davis-Bacon wage rates apply to a particular project or if you need other related technical assistance, please consult with the HUD Labor Relations Field staff for your area. If you don't know which staff to contact, a list of Labor Relations field offices and their geographic areas and telephone numbers, as well as other useful information can be found on HUD's Home Page at the address below. VISit the Office of Labor Relations on the World Wide Web HUD Home Page at: http://www.hud.gov/olr/olr.html it . .. TABLE Of CONTENcI S INTRODUCTION .................................................................................................... i CHAPTER 1. LAWS, REGULATIONS, CONTRACTS AND RESPONSffiILmES 1-1 Davis-Bacon and Other Labor Laws .........................................................1-1 a. The Davis-Bacon Act (DBA) .................................................................1-1 b. The Contract Work Hours and Safety Standards Act (CWHSSA) .........................................................1-1 c. The Copeland Act (Anti-Kickback Act) ............................................... 1-1 d. The Fair Labor Standards Act (FLSA) .................................................1-1 1-2 Davis-Bacon Regulations ............................................................................. 1-1 1-3 Construction Contract Provisions .............................................................. 1-2 1-4 Responsibility of the Principal Contractor ...............................................1-2 1-5 Responsibility of the Contract Administrator ..........................................1-2 CHAPTER 2. HOW TO COMPLY WITH LABOR STANDARDS AND PAYROLL REPORTING REQUIREMENTS SECTION I - THE BASICS 2- ~ The Wage Decision ...................................................................................... 2-1 a. The work classifications and wage rates. ........................................... 2-1 b. Posting the wage decision. ................................................................... 2-1 2-2 Additional "Trade" Classifications and Wage Rates ................................2-1 a. Additional classification rules. .............................................................2-1 b. Making the request. ............................................................................... 2-2 c. HUD review. ... ................. ........................... ............................. ............... 2-2 d. DOL decision. .. ........... ....... .............. ........................................... ............ 2-2 2-3 Certified Payroll Reports ...... .................. ................. .............................. ...... 2-2 a. Payroll formats. ........... ..... ..... ..... ......................... .......................... .......... 2-2 b. Payroll certifications. .. ....... ..... .............. .......................................... ........ 2-3 c. "No work" payrolls. ............................................................................... 2-3 d. Payroll review and submission. ........................................................... 2-3 e. Payroll retention. ..... ..... ................ ..... ...................... ..................... .......... 2-3 f. Payroll inspection. ... .................. ........................ ...... ............................... 2-3 2-4 Davis-Bacon Definitions .. ....... ..... ......... ....................................................... 2-3 a. Laborer or mechanic. ............................................................................. 2-3 b. Employee. ....... ............ ..... ................ ....... ............................. .......... .......... 2-4 c. Apprentices and trainees. ..................................................................... 2-4 d. Prevailing wages or wage rates. .......................................................... 2-4 e. Fringe benefits. ... ....................... ............................ ................................. 2-5 f. Site of work. ..................... .............. .......................... ...... ..... .................... 2-5 g. Overtime. ......... ............................ ....................................................... ..... 2-5 h. Deductions. ......... ..... ....... ................ ......... ......... .... .................................. 2-5 i. Proper designation of trade. ................................................................. 2-5 SECTION IT - REPORTING REQUIREMENTS 2-5 Completing a Payroll Report ......................................................................2-6 a. Project and contractor/subcontractor information. .......................... 2-6 b. Employee information. ......................................................................... 2-6 it . \ . c. Work classification. ................................................ ............ ..................... 2-6 d. Hours worked. ................ ..... ................................................................... 2-6 e. Rate of pay. ........................... ..:................................................................ 2-6 f. Gross wages earned. ............................................................................. 2-7 g. Deductions. ..................... ................ .......................................... .............. 2-7 h. Net pay. ......................................... ............................................... ............ 2-7 i. Statement of compliance. .....................................................................2-7 j. Signature. ...... ................... .......... ........ ........ ...................................... ........ 2-7 SEcnON III - PAYROLL REvIEWS AND CORREcnONS 2-6 Compliance Reviews ... ......................... ....... ...................................... ........... 2-8 a. On-site interviews. ......................................................... ............... ......... 2-8 b. Project payroll reviews. ......................................................................... 2-8 2-7 Typical Payroll Errors and Required Corrections. ................................... 2-8 a. Inadequate payroll information. ......................................................... 2-8 b. Missing addresses and Social Security Numbers. ........................... 2-8 c. Incomplete payrolls. ...... ............................... ............ ................... .......... 2-8 d. Classifications.............. .......................... ....................... ....... ................... 2-8 e. Wage rates. .... ........; ................... ......... ..................... .................... ........... 2-8 f. Apprentices and trainees. ..................................................................... 2-9 g. Overtime. ................ ................. ........ ..... ............. ...................................... 2-9 h. Computations.... ........ .......... ........ .................................................... ....... 2-9 i. Deductions. ................ .......... ........... .................................... ......... ..... ...... 2-9 j. Fringe benefits. ...... .............. ........ ........ ............ ............................. .......... 2-9 k. Signature. ......... ....... ................. ....... .................. ........ ................................. 2-x 1. On-site interview comparisons. ..........................................................2-9 2-8 Restitution for Underpayment of Wages .................................................. 2-9 a. Notification to the prime contractor. .................................................. 2-9 b. Computing wage restitution. ............................................................. 2-10 c. Correction payrolls. ................................................ ..... ........................ 2-10 d. Employee signature. ............................................................................ 2-10 e. Review of correction CPR. .................................................................. 2-10 f. Unfound workers. ............ ...... ..... ............................ ..... ............... ......... 2-10 CHAPTER 3. LABOR STANDARDS DISPUTES, ADMINISTRATIVE REVIEWS, WITHHOLDING AND DEPOSITS AND ESCROW ACCOUNTS 3-1 Introduction ........... ....... ............ ............. .................... ..... ............................... 3-1 3-2 Administrative Review on Labor Standards Disputes ...........................3-1 a. Additional classifications and wage rates. .........................................3-1 b. Findings of underpayment. ................................................................. 3-1 3-3 Withholding. .... ......... ...... ....... ............. ................... ....... ............ .......... ....... .... 3-1 3-4 Deposits and Escrow Accounts .................................................................. 3-1 3-5 Debarment. .... ..... ............ ................. .................................... .................. ........ 3-1 INDEX.................................................................................................................... A-I TABLE OF ACRONYMS AND SYMBOLS .................................................... A-2 EXHIBITS ....... .......... ......... ............................................. ....................................... A-3 WH-347, Payroll Form ................................................................................. A-3 WH-348, Statement of Compliance .......................................................... A-4 HI :::J......d'.. . ..... . . .. (I-L\PTER l. LAWS, IU.ClILATIONS, CON [RACTS AND HESPONSIBILITIES The following paragraphs describe what the labor standards laws and regulations actually say and what they mean to you on HUD projects: 1-1 DAVIS-BACON AND OTHER LABOR LAWS. a. The Davis-Bacon Act (pBA.). The Davis- Bacon Act requires the payment of prevailing wage rates (which are deter- mined by the U.S. Department of Labor) to all laborers and mechanics on Federal government construction projects in excess of $2,000. Construction includes alteration and/or repair, including painting and decorating, of public buildings or public works. b. The Contract Work Hours and Safety Standards Act (CWHSSA). CWHSSA requires time and one-half pay for overtime (Olf) hours (over 40 in any workweek) worked on the covered project. The CWHSSA applies to both direct Federal contracts and to indirect Federally-assisted contracts except where the assistance is solely in the nature of a loan guarantee or insurance. CWHSSA violations carry a liquidated damages penalty ($10/day per violation). Inten- tional violations of CWHSSA standards are considered a Federal criminal mis- demeanor. c. The Copeland Act (Anti-Kickback Act). The Copeland Act makes it a crime for anyone to require any la~orer or mechanic (employed on a Federal or Federally-assisted project) to kickback any part of their wages. The Copeland Act also requires every employer (con- tractors and subcontractors) to submit weekly payroll reports (CPRs). d. The Fair Labor Standards Act (FLSA). The FLSA contains Federal minimum wage rates and overtime (all) require- ments. These requirements generally apply to any labor performed and may be pre-empted by other Federal stan- dards such as the DBRA prevailing wage requirements and CWHSSA Olf provi- sions. Only the DOL has the authority to administer and enforce FLSA. HUD will refer to the DOL any possible FLSA violations that are found 'on HUD projects. 1-2 DAVIS-BACON REGULATIONS. The Department of Labor has published rules and instructions concerning Davis- Bacon and other labor laws in the Code of Federal Regulations (CFR). These regula- tions can be found in Title 29 CFR Parts 1, 3, 5, 6 and 7. Part 1 explains how the DOL establishes and publishes DBA wage deter- /h"~ . . .. minations and provides instructions on how to use the determinations. Part 3 describes Copeland Act requirements for payroll deductions and the submission of weekly certified payroll reports. Part 5 covers the labor standards provisions that are in your contract relating to Davis-Bacon Act wage rates and the responsibilities of contractors and contracting agencies to administer and enforce the provisions. Part 6 provides for administrative proceed- ings enforcing Federal labor standards on construction and service contracts. Last, Part 7 sets parameters for practice before the Wage Appeals Board (renamed Administra- tive Review Board). These regulations are used as the basis for administering and enforcing the laws. 1-3 CONSTRUCTION CONTRACT PROVISIONS. Each contract subject to Davis-Bacon labor standards requirements must contain labor standards clauses and a Davis-Bacon wage decision. These documents are normally bound into the contract specifications. a. The labor standards clauses. The labor standards clauses describe the responsi- bilities of the contractor concerning Davis-Bacon wages and obligate the contractor to comply with the labor requirements. The labor standards clauses also provide for remedies in the event of violations, including with- holding from payments due to the contractor to ensure the payment of wages or liquidated damages which may be found due. These contract clauses enable the contract administrator to enforce the Federa1labor standards applicable to the project HUD has standard forms that contain contract clauses. For example, the HUD-2554, Supplementary Conditions to the Contract for Construction, which is issued primarily for FHA multifamily housing and other construction projects administered by HUD; the HUD-4010, Federal Labor Standards Provisions, which is used for CDBG and HOME projects, and the HUD-5370, General Conditions of the Contract for Construc- tion - Public and Indian Housing Pro- gram. b. Davis-Bacon Wa~ Decisions. The Davis-Bacon wage decision is a listing of various construction work classifica- tions, such as Carpente1; Plumbe1; and Electrician, and the minimum wage rates (and fringe benefits, where prevail- ing) that people performing work in those classifications must be paid. 1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR. The principal contractor (also referred to as the prime or general contractor) is respon- sible for the full compliance of all employers (the contractor, subcontractotB and any lower-tier subcontractors) with the labor standards provisions applicable to the project. Because of the contractual relation- ship between a prime contractor and his/her subcontractors, questions to, or from, or about subcontractors should always be channeled through the prime contractor. 1-5 RESPONSIBILITY OF THE CONTRACT ADMINISTRATOR. The contract administrator is responsible for the proper administration and enforcement of the Federal labor standards provisions on contracts covered by Davis-Bacon require- ments. We use this term to represent the person (or persons) who will provide labor standards preconstruction advice and support to you and other project principals (e.g., the owner, sponsor, architect), including 1-2 Q..............."........................ " '. . .. providing the proper Davis-Bacon wage decision (see U-l, The Wage Decision) and ensuring that the wage decision and con- tract clauses are incorporated into the contract for construction. The contract administrator also monitors labor standards compliance (see U-6, Compliance Reviews) by conducting interviews with construction workers at the job site and reviewing pay- roll reports, and oversees any enforcement actions that may be required. The contract administrator could be an employee of HUD, or of a city or county, or public or Indian housing authority. For HUD projects administered directly by HUD staff, usually FHA-insured multifamily projects, the contract administrator will be the HUD Labor Relations field staff. But many HUD-assisted projects are adminis- tered by local contracting agencies such as Public and Indian Housing Authorities (PHAs and !HAs), Indian tribes and tribally- designated housing entities (TDHEs), and cities and counties under HUD's Commu- nity Development Block Grant (CDBG) and HOME programs. In these cases, the contract administrator will likely be local agency staff. In either case, the guidance for you remains essentially the same. The DOL also has a role in monitoring Davis-Bacon administration and enforce- ment. A DOL investigator or other DOL representative may visit Davis-Bacon con- struction sites to interview construction workers or review payroll information. . . . CHAPTER 2. HOW TO COI\IPI Y WI TH I ABOR STANDARDS AND I'AYROLL REPORTlNl. REQUmEMENrS WHERE TO START? Now that you know you're on a Davis-Bacon project and you know some of the legal and practical implications, what's next? SECTION I - THE BASICS 2-1 THE WAGE DECISION. Davis-Bacon labor standards stipulate the wage payment requirements for Carpenters, Electricians, Plumbers, RDofers, Laborers, and other construction work classifications that may be needed for the project. The Davis-Bacon wage decision that applies to the project contains a schedule of work classifi- cations and wage rates that must be followed. If you don't have it already (and by now you should), you'll want to get a copy of the applicable Davis-Bacon wage decision. a. The work classifications and wage rates. A Davis-Bacon wage decision is simply a listing of different work classifications and the minimum wage rates that must be paid to anyone performing work in those classifications. You'll want to make sure that the work classification(s) you need are contained in the wage decision and make certain you know exactly what wage rate(s) you will need to pay. Some wage decisions cover several counties and/or types of construction work (for example, residential and commercial work) and can be lengthy and difficult to read. Contact the contract administrator (HUD Labor Relations field staff or local agency staff) if you have any trouble reading the wage decision or finding the work classification(s) you need. b. Posting the wage decision. If you are the prime contractor, you will be responsible for posting a copy of the wage decision (or the Project Wage Rate Sheet) and a copy of a DOL poster called Notice to Employees at the job site in a place that is easily accessible to all of the construc- tion workers employed at the project and where the wage decision and poster won't be destroyed by wind or rain, etc. The Notice to Employees poster is also available with Spanish text. 2-2 ADDmoNAL "TRADE" CLASSIFICATIONS AND WAGE RATES. What if the work classification you need isn't on the wage decision? If the work classification(s) that you need doesn't appear on the wage decision, you will need to request an additional classification and wage rate. This process is usually very simple and you'll want to start the request right away. Basically, you identify the classification you need and recommend a wage rate for DOL to approve for the project. There are a few rules about addi- tional classifications; you'll find these rules in the DOL regulations, Part 5, and in the labor clauses in your contract. The rules are summarized for you here: a. Additional classification l'ules. Addi- tional classifications and wage rates can be approved if: 1) The requested classification is used by construction contractors in the area of the project. (The area is usually defined as the county where the project is located). 2) The work that will be performed by the requested classification is not already performed by another classification that is already on the wage decision. (In other words, if there already is an Electrician classi- fication and wage rate on the wage decision you can't request another Electrician classification and rate.) ,/"~ . . . 3) The proposed wage rate for the requested classification "fits" with the other wage rates already on the wage decision. (For example, the wage rate proposed for a trade classification such as Electrician must be at least as much as the lowest wage rate for other trade classifica- tions already contained in the wage decision.) And, 4) The workers that will be employed in the added classification (if it is known who the workers are/will be), or the workers' representatives, must agree with the proposed wage rate. b. Makin& the request. A request for additional classification and wage rate must be made in writing through the contract administrator. (If the contract administrator is a local agency, the agency will send the request to the HUD Labor Relations staff.) If you are a subcontr~cto~ your request should also go through the prime contractor. All you need to do is identify the work classi- fication that is missing and recommend a wage rate (usually the rate that employer is already paying to the employees performing the work) for that classification. You may also need to describe the work that the new classifi- cation will perform. c. MUD review. The HUD Labor Relations field staff will review the requested classification and wage rate to deter- mine whether the request meets the DOL rules outlined in paragraph 2-2(a), above. If additional information or clarification is needed, the staff will contact the prime contractor (or contract administrator for local agency projects) for more information, etc. If the Labor Relations review finds that the request meets the rules, the staff will give preliminary approval on the request and refer it to the DOL for final approval. The staff will send to you a copy of the preliminary approvaVreferralletter to the DOL. If the HUD Labor Relations staff doesn't think the request meets the rules and if agreement can't be reached on the proper classification or wage rate for the work described, the HUD Labor Rela- tions staff will not approve the request. In this case, the staff will send your request to the DOL with an explanation why HUD believes that the request shouldn't be approved. The DOL still has final decision authority. You will receive a copy of the disapprovaV referral letter to the DOL. d. DOL decision. The DOL will respond to HUD Labor Relations in writing about the additional classification and wage rate request. HUD Labor Relations will notify you of the DOL decision in writing. If the DOL approves the re- quest, the prime contractor must post the approval notice on the job site with the wage decision. If the DOL does not approve the request, you will be notified about what classifi- cation and wage rate should be used for the work in question. You yvi1l also receive instructions about how to ask for DOL reconsideration if you still want to try to get your recommendation approved. 2-3 CERTIFIED PAYROLL REPORTS. You'll need to submit a weekly certified payroll report beginning with the first week that your company works on the project and for every week afterward until your firm has completed its work. It's always a good idea to number the payroll reports beginning with #1 and to clearly mark your last payroll for the project "Final." a. ~oll formats. The easiest form to use is DOCs WH-347, Payroll. A sample copy of the WH-347 is included in the back of this Guide. Also, the contract administrator can provide a few copies of the WH-347 that you can reproduce. 2-2 "",,,') . responsible for the full compliance of all subcontractors on the contract and will be held accountable for any wage resti- tution that may be found due to any laborer or mechanic that is underpaid and for any liquidated damages that may be assessed for overtime violations. b. Payroll certifications. The weekly All of the payroll reports for any project must be submitted to the contract admin- payrolls are called certified because each istrator through the prime contractor: payroll is signed and contains language certifying that the information is true and correct. The payroll certification language is on the reverse side of the WH-347. If you are using another type of payroll format you may attach the certification from the back of the WH-347, or you can use the WH-348, Statement of Compliance (same certification language Payroll retention. Every contractor as on WH-347), or any other format e. which contains the same certification (including every subcontractor) must language on the WH-347 (reverse) keep a complete set of their own pay- or WH-348. A copy of the WH-348 is rolls and other basic records such as included in the back of this Guide. time cards, for a Davis-Ba.con project for Copies of the WH-348 are also available at least 3 years after the project is com- from the contract administrator: pleted. The prime contractor must keep . c. "No work" payrolls. "No work" payrolls a complete set of all of the payrolls for every contractor (including subcontrac- may be submitted whenever there is a tors) for at least 3 years after completion temporary break in your work on the of the project. project, for example, if your firm is not needed on the project right now but you f. Payroll inspection. In addition to sub- will be returning to the job in a couple mitting payrolls to the contract admin- of weeks. (See Tip Box, below, for "no istrator, every contractor (including work" payroll exemption!) Howeve~ if subcontractors) must make their own you know that your firm will not be copy of the payrolls available for review working on the project for an extended or copying to any authorized represen- period of time, you may wish to send a tative from HUD or from DOL. short note to the contract administrator 2-4 DAVIS-BACON DEFlNmONS. to let them know about the break in work and to give an approximate date Before we discuss how to complete the when your firm will return to the weekly payroll forms, we need to review a project. If you send a note, you do not couple of definitions. These definitions can need to send "no work" payrolls. help you understand what will be required of you: a. Laborer or mechanic. "Laborers" and "mechanics" mean anyone who is performing construction work on the project, including trade journeymen (carpenters, plumbers, sheet metal d. ~oll review and submission. The workers, etc.), apprentices, trainees prime contractor should review each and, for CWHSSA purposes, watchmen '\ subcontractor's payroll reports for and guards. "Laborers" and "mechanics" . compliance prior to submitting the are the two groups of workers that reports to the contract administrator. must be paid not less than Davis-Bacon Remember, the prime contractor is wage rates. ......'.',.".......... , , '.> " , . . 1) Workinl foremen. Foremen or supervisors that regularly spend more than 20% of their time per- forming construction work and do not meet the exclusions in paragraph 2) below are covered "laborers" and "mechanics" for labor standards purposes for the time spent per- forming construction work. 2) Exclusions. People whose duties are primarily administrative, executive or clerical are not laborers or me- chanics. Examples include superin- tendents, office staff, timekeepers, messengers, etc. (Contact the con- tract administrator if you have any questions about whether a particular employee is excluded.) b. Employee. Every person who performs the work of a laborer or mechanic is "employedH regardless of any contrac- tual relationship which may be alleged to exist b~tween a contractor or sub- contractor and such person. This means that even if there is a contract between a contractor and a worker, the contractor must make sure that the worker is paid at least as much as the wage rate on the wage decision for the classification of work they perform. c. Apprentices and trainees. The only workers who can be paid less than the wage rate on the wage decision for their work classification are "apprentices" and "trainees" registered in approved apprenticeship or training programs, including Step-Up apprenticeship programs designed for Davis-Bacon construction work. Approved programs are those which have been registered with the DOL, Bureau of Apprentice- ship and li'aining (BAT) or with a BAT- recognized State Apprenticeship Agency (SAC). Apprentices and trainees are paid wage rates in accordance with the wage schedule in the approved program. 1) ProbationllQ' ilPprentice. A "proba- tionary apprentice" can be paid as an apprentice (less than the rate on the wage decision) if the BAT or SAC has certified that the person is eligible for probationary employ- ment as an apprentic~. 2) Pre-ilPprentice. A "pre-apprentice", that is, someone who is not regis- tered in a program and who hasn't been BAT- or SAC-certified for probationary apprenticeship is not considered to be an "apprentice" and must be paid the full journey- man's rate on the wage decision for the classification of work they perform. 3) Ratio of ilPprentices and trainees to journ~en. The maximum number of apprentices or trainees that you can use on the job site can not exceed the ratio of apprentices or trainees to journeymen allowed in the approved program. d. Prevaili"l wales or wase rates. Prevail- ing wage rates are the wage rates listed on the wage decision for the project. The wage decision will list a minimum basic hourly rate of pay for each work classification. Some wage decisions include fringe benefits which are usually listed as an hourly fringe rate. If the wage decision includes a fringe benefit rate for a classification, you will need to add the fringe benefit rate to the basic hourly rate unless you provide bona fide fringe benefits for your employees. ("'<") . . . 1) Piece-work. Some employees are hired on a piece-work basis, that is, the employee's earnings are deter- mined by a factor of work produced. For example, a Drywall Hanger's earnings may be calculated based upon the square feet of sheetrock actually hung, a Painter's earnings may be based upon the number of units painted. Employers may calculate weekly earnings based upon piece rates provided the weekly earnings are sufficient to satisfy the wage rate requirement based upon actual hours, including any overtime, worked. Accurate time records must be maintained for any piece-work employees. If the weekly piece rate earnings are not sufficient, the employer must recompute weekly earnings based upon the actual hours worked and the rate on the wage decision for the work classification(s) involved. e. Frin~e benefits include health insur- ance, retirement, life insurance, vacation and some contributions to training funds. Fringe benefits do not include employer payments or contributions required by other Federal, State or local laws, such as the employer's contribu- ~on to Social Security or some disability msurance payments. f. Site of work. The "site of work" is where the Davis-Bacon wage rates apply. Usually, this means the boundaries of the project. "Site of work" can also include other adjacent or virtually adjacent property used by a contractor or subcontractor in the construction of the project, like a fabrication site. g. Overtime. Overtime hours are defined as all hours worked on the site of the work in excess of 40 hours in any work week. Overtime hours must be paid at no less than one and one-half times the regular rate of basic pay plus the straight- time rate of any required fringe benefits. h. Deductions. You may make payroll de~uctions as permitted by DOL Regu- latiO~ ,29 CFR Part 3. These regulations prohibIt the employer from requiring employees to "kick-back" any of their earnings. Allowable deductions include employee obligations for income taxes, Social Security payments, insurance premiums, retirement, savings accounts, and any other legally-permissible deduction authorized by the employee. Deductions may also be made for payments on judgements and other financial obligations legally imposed against the employee. i. Proper desi3Xlation of trade. You must select a work classification on the wage decision for each worker based on the actual type of work he/she performed and you must pay each worker no less than the wage rate on the wage decision for that classification regardless of their level of skill. In other words, if someone is performing carpentry work on the project, they must be paid no less than the wage rate on the wage decision for Carpenters even if they aren't consid- ered by you to be fully trained as a Carpenter. Remember, the only people who can be paid less than the rate for their craft are apprentices and trainees registered in approved programs. 1) Split-classification. If you have employees that perform work in more than one classification, you can pay the wage rates specified for each classification only if you maintain accurate time records showing the amount of time spent in each classi- fication of work. If you do not maintain accurate time records, you must pay these employees the highest wage rate of all of the classifi- cations of work performed. 2-'> ~-'<"_:"-':-'--':\i' . . . SECTION II - REPORTING REQUIREMENTS 2-5 COMPLETING A PAYROLL REPORT. What information has to be reported on the payroll form? The weekly payroll form doesn't ask for any information that you don't already need to keep for wage pay- ment and tax purposes. For example, you need to know each employee's name, address and social security number; his or her work classification (who is working for you and what do they do?), the hours worked during the week, his or her rate of pay, the gross amount earned (how much did they earn?), the amounts of any deductions for taxes, etc., and the net amount paid (how much should the paycheck be made out for?). No more information than you need to know in order to manage your work crew and make certain they are paid properly. And, certainly, no more information than you need to keep for IRS, Social Security and other tax and employment purposes. tered or approved program. A copy of the portions of the registered or approved program pertaining to the wage rates and ratios shall also accompany the first CPR on which the first apprentice or trainee appears. 2) Split classifications. For employees in split classifications, list the em- ployees once for each classification, distributing the hours of work accordingly, and reflecting the rate of pay and gross earnings for each classification. Deductions and net pay may be based upon the total gross amount earned for all classifications. d. Hours Worked. The payroll should show ONLY the regular and overtime hours worked on this project. Show both the daily and total weekly hours for each employee. If an employee performs work at job sites other than the project for which the payroll is prepared, those "other job" hours should not be reported on the payroll. In these cases, you should list the employee's name, classifiCc:ltion, hours for this project only, the rate of pay and gross earnings for this project, and the gross earned for all projects. Deductions and net pay may be based upon the employee's total earnings (for all projects) for the week. e. Rate of P~. Show the basic hourly rate of pay for each employee for this project. If the wage decision includes a fringe benefit and you do not participate in approved fringe benefit programs, add the fringe benefit rate to the basic hourly rate of pay. Also list the overtime rate if overtime hours were worked. 1) Piece-work. For any piece-work employees, the employer must compute an effective hourly rate for each employee each week based upon the employee's piece-work earnings for that week. To compute the effec- tive hourly rate, divide the piece- work earnings by the total number of hours worked, including consider- ation for any overtime hours. a. Project and contractor/subcontractor information. Each payroll should show the contractor or subcontractor's name and address, the project name and number, and the week ending date. Indicate the dates in the spaces pro- vided. Numbering payrolls is optional but strongly recommended. b. Emplo.yee information. The first payroll on which each employee appears must contain the employee's name, address and Social Security Numbet: Mterward, the address and Social Security Number only need to be reported if there is a change in this information. c. Work Oassification. Each employee must be classified in accordance with the wage decision based on the type of work they actually perform. 1) Apprentices or Trainees. The first payroll on which any apprentice or trainee appears must be accompa- nied by a copy of that apprentice's or trainee's registration in a regis- 2-6 . . .. The effective hourly rate must be reflected on the certified payroll and the hourly rate may be no less than the wage rate (including fringe benefits, if any) on the wage deci- sion for the classification of work performed. It does not matter that the effective hourly rate changes from week-to-week, only that the effective rate is no less than the rate on the wage decision for the classifi- cation of work performed. f. Gross WC\ies Earned. Show the gross amount of wages earned for work perform~d on this project. Note: For employees with work hours and earnings on other projects, you may show gross wages for this project over gross earn- ings all projects (for example, $425.40/ $764.85) and base deductions and net pay on the "all projects" earnings. g. Deductions. Show the amounts of any deductions from the gross earnings. "Other" deductions should be identified (for example, Savings Account or Loan Repayment). Any voluntary deduction (that is, not required by law or by an order of a proper authority) must be authorized in writing by the employee. A short note signed by the employee is all that is needed and should accom- pany the first payroll on which the other deduction appears. h. Net Pay. Show the net amount of wages paid. i. Statement of Compliance. The State- ment of Compliance is the certification. It is located on the reverse side of a standard payroll form (WH-347) or on form WH-348. Be sure to complete the identifying information at the top, particularly if you are attaching the Statement of Compliance to an alternate payroll form such as a computer payroll. Also, you must check either 4(a) or 4(b) if the wage decision contains a fringe benefit. Checking 4(a) indicates that you are paying required fringe benefits to approved plans or programs; and 4(b) indicates that you are paying any re- quired fringe benefit amounts directly to the employee by adding the fringe benefit rate to the basic hourly rate of pay. If you are paying a portion of the required fringe benefit to programs and the balance directly to the employee, explain those differences in box 4(c). j. SifPlature. Make sure the payroll is signed with an original signature. The payroll must be signed by a principal of the firm (owner or officer such as the president, 1i'easurer or Payroll Adminis- trator) or by an authorized agent (a person authorized by a principal in writing to sign the payroll reports). Signature authorization (for persons other than a principal) should be sub- mitted with the first payroll signed by such an agent. -- . . SECTION ITI - PAYROLL REVIEWS AND CORRECTIONS 2-6 COMPLIANCE REvIEWS. The contract administrator or other inspec- tor may visit the project site and interview some of the workers concerning their employment on the project. In addition, the. contract administrator will periodically reVIew payrolls and related submissions, comparing the interview information to the payrolls, to ensure that the labor standards requirements have been met. You will be notified by the contract administrator if these reviews find any discrepancies or errors. You will be given instructions about what steps must be taken to correct any problems. a. On-site Interviews. Every employer (contractor, subcontractor, etc.) must make their employees available for interview at the job site with the con- tract administrator or other agency representative, or HUD or DOL repre- sentative, The interviews are confiden- tial and the employee will be asked about the kind of work they perform and their rate of pay. Every effort will be made to ensure that these interviews cause as little disruption as possible to the on-going work. The interviewer will record the interview information, usually on a form HUD-ll, Record of Employee Interview, and forward the interviews to the contract administrator. b. Project P"YI'oll reviews. The contract administrator will compare the informa- tion on the interview forms to the corresponding payrolls to ensure that the workers are properly listed on the payrolls for the days, work classification and rate of pay. The contract administra- tor will also review the payroll submis- sions to make certain that the payrolls are complete and signed; that employ- ees are paid no less than the wage rate for the work classification shown; apprentice and trainee certifications are submitted (where needed); employee authorizations for other deductions are submitted (where needed); etc. 2-7 TYPICAL PAYROLL ERRORS AND REOUIRED CORRECTIONS. The following paragraphs describe common payroll errors and the corrective steps you must take. a. Inadequate pa.yroll information. H the alternate payroll (such as a computer payroll) does not contain all of the information that would be on the optional form WH-347, the employer will be asked to resubmit the payrolls on an acceptable form. b. Missinl addresses and Social Security Numbers. H the first payroll on which an employee appears does not contain the employee's address and Social Security Number, the employer will be asked to supply the missing infor- mation. A short note providing the information is all that is I!eeded. c. IncolI\Plete p~yrolls. H the information on the payroll is not complete, for example, if work classifications or rates of pay are missing, the employer will be asked to send a corrected payroll. d. Qassifications. If the payrolls show work classifications that do not appear on the wage decision, the employer will be asked to reclassify the employees in accordance with the wage decision or the employer may request an additional classification and wage rate (See 2-2). H reclassification results in underpayment (i.e., the wage rate paid on the payroll is less than the rate required for the new classification), the employer will be asked to pay wage restitution to all affected reclassified employees. (See 2-8 for instructions about wage restitution.) e. Wale Rates. If the wage rates on the payroll are less than the wage rates on the wage decision for the work classifi- cation reported, the employer will be asked to pay wage restitution to all affected employees. 2-S i f. A..pprentices and trainees. H a copy of i. Deductions. H there are any "Other" the employee(s) registration or approved deductions that are not identified, or if program ratio and wage schedule is not employee authorization isn't provided, submitted with the first payroll on or if there is any unusual (very high, or which an apprentice or trainee appears, large number) deduction activity, the the employer will be asked to submit a. employer will be asked to identify the copy of each apprentice's or trainee's deductions, provide employee authori- registration and/or the approved pro- zation or explain unusual deductions, as gram ratio and wage schedule. H the necessary. ratio of apprentices or trainees to j. Frin~e benefits. H the wage decision journeymen on the payroll is greater than the ratio in the approved program, contains fringe benefits but the payroll the employer will be asked to pay wage does not indicate how fringe benefits restitution to any excess apprentices or were paid [neither 4(a) nor 4(b) is trainees. Also, any apprentice or trainee marked on the payroll form], the em- that is not registered in an approved ployer may be asked to submit corrected program must receive the journeyman's payrolls and will be required to pay wage rate for the classification of work wage restitution if underpayments they performed. occurred. However, if the basic hourly rates for the employees are at least as g. Overtime. H the employees did not much as the total wage rate on the receive at least time and one-half for any wage decision (basic hourly rate plus overtime hours worked on the project, the fringe benefit rate), no correction the following will occur: is necessary. 1) H the project is subject to CWHSSA 1<. Slgnature. H the payroll Statement of . overtime requirements, the employer Compliance is not signed or is missing, will be asked to pay wage restitution the employer will be asked to submit a for all overtime hours worked on the signed Statement of Compliance for project (overtime hours worked at each payroll affected. other projects are not subject to 1. On-site interview cOl1\Parisons. H the CWHSSA). The employer may also be liable to the United States for comparison of on-site interviews to the liquidated damages computed at payrolls indicates any discrepancies (for $10 per day per violation. Or, example, the employee does not appear on the payroll for the date of the inter- 2) H the project is not subject to view), the employer will be asked to CWHSSA, the employer will be submit a corrected payroll report. notified of the possible FLSA over- 2-8 RESTITUTION FOR UNDERPAYMENT OF WAGES. time violations. Also, the Labor Relations staff may refer the viola- Where underpayments of wages have tions to the DOL for further review. occurred, the employer will be required to h. COl1\Putations. H the payroll computa- pay wage restitution to the affected employ- ees. Wage restitution must be paid promptly tions (hours worked times rate of pay) in the full amounts due, less permissible or extensions (deductions, net pay) and authorized deductions. show frequent errors, the employer Notification to the prime contractor. will be asked to take greater care. Wage a. restitution may be required if underpay- The contract administrator will notify ments resulted from the errors. the prime contractor in writing of any underpayments that are found during payroll or other reviews. The notice will , . 2-9 {T'> " . .. describe the underpayments and pro- vide instructions for computing .and documenting the restitution to be paid. The prime contractor is allowed 30 days to correct the underpayments. Note that the prime contractor is responsible to the contract administrator for ensuring that restitution is paid. H the employer is a subcontractor, the subcontractor will usually make the computations and restitution payments and furnish the required documentation through the prime contractor. b. COlI\Putin,g w",ge restitution. Wage restitution is simply the difference between the wage rate paid to each affected employee and the wage rate required on the wage decision for all hours worked where underpayments occurred. The difference in the wage rates is called the adjustment rate. The adjustment rate times the number of hours involved equals the gross amount of restitution due. c. Correction pctyrolls. The employer will be required to report the restitution paid on a correction certified payroll. The correction payroll will reflect the period of time for which restitution is due (for example, Payrolls #1 through #6; or a beginning date and ending date). The correction payroll will list each employee to whom restitution is due and their work classification; the total number of work hours involved (daily hours are usually not applicable for restitution); the adjustment wage rate (the difference between the required wage rate and the wage rate paid); the gross amount of restitution due; deduc- tions and the net amount to be paid. A signed Statement of Compliance must be attached to the correction CPR. d. El1\Ployee signature. Each employee who has received restitution signs the correction payroll as evidence of their receipt of the payment. e. Review of correction CPR. The con- tractor administrator will review the correction payroll to ensure that full restitution was paid. The prime con- tractor shall be notified in writing of any discrepancies and will be required to make additional payments, if n~eded, documented on a supplemental correc- tion payroll within 30 days. f. Unfound workers. Sometimes, wage restitution cannot be paid to an affected employee because, for example, the employee has moved and can't be located. In these cases, at the end of the project the prime contractor will be required to place in a deposit or escrow account an amount equal to the total amount of restitution that could not be paid because the employee(s) could not be located. The contract administrator will continue to attempt to locate the unfound workers for 3 years after the completion of the project. After 3 years, any amount remaining in the account for unfound workers will be credited and/or forwarded by the contract administrator to HUD. 2-10 /""''''*1 . . . Cl-L\PTER '3. LABOR STANDARDS DISPLTTES ADMINISTRATIVE REVIEWS, \\'n HHOLDING, AND DEPOSn S '\ND ESCROW ACCOlP.JTS WHAT HAPPENS WHEN THINGS Go WRONG? 3-1 INTRODucnON. Even in the best of circumstances, things can go wrong. In a Davis-Bacon context, "things going wrong" usually means there's a difference of opinion - a dispute - about whether and to what extent underpayments have occurred. These disputes are usually between the contract administrator and one or more employers (the prime contractor and/or a subcontractor). The dispute may involve something simple such as an addi- tional classification request that is pending before the DOL; or something as significant as investigative findings following a com- plaint of underpayment. This chapter discusses some of what you may expect and what you can do to make your views known and to lessen any delays in resolving the problem or issue. 3-2 ADMINISTRl\TIVE REVIEW ON LABOR STANDARDS DISPUTES. As mentioned in the Introduction above, a dispute about labor standards and com- pliance can arise for a number of reasons. The labor standards clauses in your contract and DOL regulations provide for adminis- trative review of issues where there is a difference of views between the contract administrator and any employer. The most common circumstances include: a. Additional classifications and wage ~ Additional classification and wage rate requests are sometimes denied by the DOL. An employer that is dis- satisfied with the denial can request reconsideration by the DOL Wage and Hour Administrator. The employer may continue to pay the wage rate, as requested, until a final decision is rendered on the matter. When the final decision is known, the employer will be required to pay any additional wages that may be necessary to satisfy the wage rate that is established. 1) Reconsideration. The DOL normally identifies the reasons for denial in its response to the request. Any inter- ested person (for example, the contract administrator, employer, representatives of the employees) may request reconsideration of the decision on the additional classifica- tion request. The request for recon- sideration should be made in writing and should thoroughly address the denial reasons identified by the DOL. Requests for reconsideration should be made through the con- tract administrator. (See 2-2(d), and also DOL Regulations 29 CFR 1.8.) 2) Administrative Review Board. Any interested party may request a review of the Administrator's decision on reconsideration by the Administra- tive Review Board (formerly, Wage Appeals Board). DOL regulations 29 CFR Part 7 explain the procedures for such reviews. (See also 29 CPR 1.9.) b. Findil\p of unde(payment. Compliance reviews and other investigations may result in findings of underpayment. The primary goal in every case and at every step in this process is to reach agree- ments about who may have been under- paid and how much wage restitution may be due and, of course, to deliver restitution to any underpaid workers. The contract administrator will usually work informally with you to reach such agreements. You will ha~e an opportu- nity to provide additional information to the contract administrator that may explain apparent inconsistencies and/or resolve the discrepancies. If informal exchanges do not result in agreement, the final determination and schedule of wages due will be presented 3-L ->\ . . '. to you in writing and you will be per- mitted 30 days in which to correct the underpayment(s) or to request a hearing on the matter before the DOL. The request for hearing should be made in writing and should explain what findings are in dispute and the reasons. The request should be made through the contract administrato!: The contract administra- tor will submit a report of the findings and the hearing request to the DOL for review and further consideration. 3-3 1) DOL review. The DOL will review the contract administrator's report and the arguments against the findings presented in the hearing request. The DOL may affirm or modify the findings based upon the materials presented; You will be notified in writing by the DOL of the results of its review; you will be given an opportunity to correct any underpayments or to continue with the hearing request. (See DOL Regulations 29 CFR 5.11 (b) and 29 CFR Part 6, Rules of Practice for Administrative Proceedings....) 2) Administrative Review Board. Contractors and/or subcontractors may request a review by the Admin- istrative Review Board of the decision(s) rendered by the DOL in the administrative hearing pro- cess. See DOL regulations 29 CFR Part 7 for more information about this proceeding. WITHHOLDING. The contract administrator may cause withholding from payments due to the prime contractor to ensure the payment of wages which are believed to be due and unpaid, for example, if wage underpay- ments or other violations are not corrected within 30 days after notification to the prime contractor. Withholding is considered to be serious and is not taken unless warranted. Very often, the amount kept in retention is sufficient to cover any back wage liability so withholding from pay- ments is not considered necessary. How- ever, if withholding is deemed necessary, you will be notified in writing. Only the amounts necessary to meet the contractor's (and/or subcontractor's) liability shall be withheld. 3-4 DEPOSITS AND ESCROWS. In every case, we attempt to complete compliance actions and resolve any disputes before the project is completed and final payments are made. Sometimes, corrective actions or disputes continue after comple- tion and provisions must be made to ensure that funds are available to pay any wage restitution that is ultimately found due. In these cases, we allow the project to proceed to final closings and payments provided the prime contractor deposits an amount equal to the potential liability for wage restitution and liquidated damages, if necessary, in a special account. The deposit or escrow account is controlled by the contract administrator. When a final decision in rendered, the contract administrator makes disburse- ments from the account in accordance with the decision. Deposit/escrow accounts are established for one or more of the following reasons: a. Where the parties have agreed to amounts of wage restitution that are due but the employer hasn't furnished evidence yet that all of the underpaid workers have received their back wages. The deposit is equal to the amount of restitution due to workers lacking payment evidence. As proper documen- tation is received, amounts correspond- ing to the documentation are returned to the deposito!: Amounts for any workers who can not be located are held in the escrow account for three years and disbursed as described in 2-8(f) of this Guide. b. Where underpayments are suspected or alleged and an investigation has not yet been completed. The deposit is equal to the amount of wage restitution and any liquidated damages, if applicable, that is estimated to be due. If the final determi- nation of wages due is less than the amount estimated and placed in the 3-2 (.~~.:~'~'h\~ . . . escrow account, the escrow will be reduced to the final amount and the difference will be returned to the de- positor. H the parties agree to the inves- tigative findings, the amounts due to the workers will be disbursed from the escrow account in accordance with the schedule of wages due. Amounts for unfound workers will be retained as described above (See 2-8(j) and 3-4(a)). H the parties do not agree and an admin- istrative hearing is requested, the escrow will be maintained as explained in 3-4(c), below. c. Where the parties are waiting for the outcome of an administrative hearing that has been or will be filed contesting a final determination of wages due. The deposit shall be equal to the amount of wage restitution and liquidated dam- ages, if applicable, that have been determined due. Once a final decision is rendereq, disbursements from the escrow account are made in accordance with the decision. 3-5 DEBARMENT. Contractors and/or subcontractors that are found by the Secretary of Labor to be in aggravated or willful violation of the labor standards provisions of the Davis-Bacon and Related Acts (DBRA) will be ineligible (debarred) to participate in any DBRA or Davis-Bacon Act contracts for up to 3 years. Debarment includes the contractor or subcontractor and any firm, corporation, partnership or association in which the contractor or subcontractor has a substantial interest. Debarment proceedings can be recommended by the contract administrator or can be initiated by the DOL on its mo- tion. Debarment proceedings are described in DOL regulations 29 CFR 5.12. ({~'~,::~<~, . . . INDEX Acronyms ....................................................................... iv, A-2 Additional classification .................................................... 2-1 Additional classification rules ............................. 2-1 Additional classifications ...................................... iv, 2-1, 3-1 Administrative Review Board ................................... 1-2,3-1 Administrative Review on Labor Standards Disputes ........................................... 3-1 Apprentices ....................................... iii, 2-3, 2-4, 2-5, 2-6, 2-9 Apprentices and trainees .................................................. 2-4 Pre-apprentice ....................................................... 2-4 Probationary apprentice ...................................... 2-4 Ratio of apprentices and trainees to journeymen .................................................. 2-4 Basic Hourly Rate .........................................2-4,2-6, 2-7, 2-9 Certified Payroll reports ........................... iii, 1-1,2-3 Payroll certifications .............................................. 2-3 Payroll formats ...................................................... 2-2 Payroll inspection .................................................. 2-3 Payroll retention .................................................... 2-3 Payroll review and submission ........................... 2-3 "No work" payrolls ............................................... 2-3 Compliance Reviews ......................................................... 2-8 Construction contract provisions .................................... 1-2 HUD-2554 .............................................................. 1-2 HUD-4010 .............................................................. 1-2 Labor standards clauses ....................................... 1-2 Contract Administrator ........................ iii, 1-2,2-1,2-2 - 2-4, 2-8,2-9,2-10,3-1,3-3 Contract Provisioris ............................................... iii, 1-2, 2-1 Contract Work Hours and Safety Standards Act ...............................iii, 1-1-1-3, A-2 Copeland Act ................................................................. iii, 1-1 Correction payrolls ......................................................iv, 2-10 CPR ................................................................ iv, 2-6, 2-10, A-2 CWHSSA ............................................................................. 1-1 Davis-Bacon Act .......................................................... 1-1, 1-2 Davis-Bacon Definitions ................................................... 2-3 Apprentices and trainees ..................................... 2-4 Fringe benefits ....................................................... 2-5 Laborer or mechanic ............................................. 2-3 Working foremen .................................................. 2-4 Davis-Bacon Regulations .................................................. 1-1 Davis-Bacon Wage Decisions ........................................... 1-2 Davis-Bacon Act ...................................... iii, 1-1, 1-2,3-3, A-2 DBA ......................................................................... iii, 1-1, A-2 DBRA .................................................................... 1-1,3-3, A-2 Debarment ...................................................................... iv, 3-3 Deductions .................................................... ill, 1-2, 2-5 - 2-7, 2-8,2-9,2-10 Deposits and Escrow Accounts.................................... iv, 3-1 Deposits and Escrows ....................................................... 3-2 DOL .......................................... iii - 1-3,2-1,2-2,2-3,2-4,2-5, 2-8,2-9,3-1,3-3, A-2 DOL investigator ............................................................... 1-3 DOL Regulations .................................. 1-2,2-1,2-5,3-1,3-3 Employee ................................iii -1-3, 2-4, 2-5, 2-7,2-8,2-10 Fair Labor Standards Act ..................................... iii, 1-1, A-2 Findings of underpayment .......................................... iv, 3-1 FLSA ................................................................ iii, 1-1,2-9, A-2 Fringe Benefits ............................... iii - 1-2, 2-4 - 2-5, 2-7, 2-9 Gross wages ....................................................................iv, 2-7 HUD ........................................2,3,1-1,1-3,2-1,2-2,2-3,2-4, 2-8,2-10,3-3, A-2 HUD Home Page .................................................................... i HUD Labor Relations field staff ...................................... 1-3 HUD-11 ............................................................................... 2-8 Labor Relations Staff ........................................... 2-2, 2-8, 3-3 Uquidated damages ................................................... 1-1,3-2 Local contracting agencies ............................................... 1-3 Net pay.................................................................... iv, 2-7, 2-9 Notice to Employees ......................................................... 2-1 On-site Interviews ............................................................. 2-8 Overtime ................................... iv, 1-1,2-3,2-5,2-7,2-9, A-2 Payroll certification ............................................................ 2-3 Payroll errors .................................................................. iv, 2-8 Payroll format ..................................................................... 2-2 Payroll retention ........................................................... iii, 2-3 Payroll submissions ........................................................... 2-8 Piece-work .................................................,................. 2-5, 2-6 Posting the wage decision ........................................... iii, 2-1 Prevailing wages or wage rates ....................................... 2-4 Prime Contractor ........................................... iv, 1-2, 2-1, 2-2, 2-3,2-9,2-10,3-1,3-2 Principal Contractor ....................................... iii, 1-2, 1-3,3-2 General Contractor ............................................... 1-2 Project Wage Rate Sheet ................................................... 2-1 Proper designation of trade ............................................. 2-5 Split-c1assification .................................................. 2-5 Rate of Pay........................................ iv, 2-4, 2-6, 2-7, 2-8,2-9 Site of work ..........................................................:......... iii, 2-5 Split-c1assification .............................................................. 2-5 Statement of Compliance ................... iv - 2-3, 2-7, 2-9, 2-10 Step-Up apprenticeship programs ........................................................................ 2-4 Subcontractor ................................. iii - 1-2,2-2,2-3,2-4,2-5, 2-6,2-8,2-10,3-1,3-3 Lower-tier subcontractors .................................... 1-2 liainees .................................................... ill, 2-4, 2-5,2-6, 2-9 Typical Payroll Errors ........................................................ 2-8 Unfound workers ................................................ iv, 2-10, 3-3 Wage Appeals Board ......................................................... 1-2 Wage Decision ................................................ iii, 1-3,2-1,2-2, 2-4,2-7,2-8,2-10 Wage restitution ............................. iv, 2-3, 2-8, 2-10, 3-1, 3-3 Computing wage restitution ............................. 2-10 Correction payrolls ............................................. 2-10 Unfound workers ................................................ 2-10 Withholding..................................................... iv, 1-2, 3-1, 3-2 Work Oassification ................. iv, 2-1, 2-2, 2-4, 2-6, 2-8, 2-10 Working foremen ............................................................... 2-4 World Wide Web ..................................................................... i - \-] /i~, . TABLE OF ACRONY;\lS ,\ND S\:\lBOLS BAT - Bureau of Apprenticeship and Training CDBG - Community Development Block Grant CPR - Certified Payroll Report CWHSSA - Contract Work Hours and Safety Standards Act - Davis-Bacon Act - Davis-Bacon and Related Acts - DepanrnnentofLabor - Federal Housing Administration - Fair Labor Standards Act - Housing and Urban Development (Department of) _ - Indian Housing Authority - Local Contracting Agency - Overtime - Public Housing Agency - Straight-time - State Apprenticeship CounciJ/ Agency - Section - Paragraph DBA DBRA DOL FHA FLSA HUD iliA . LCA Off PHA Sff SAC S ~ \ . . \-2 e-/ e-- ... f#J! U.S DEPARTMENT OF LABOR WAGE AND HOUR DIVISION PAYROLL (For Contractor's Optional Use; See Instruction, Fonn WH-347 Inst.) Fonn Approved Budget Bureau No. 44-RI093 NAME OF CONTRACTOR - OR SUBCONTRACTOR - ADDRESS PAYROLL NO. FOR WEEK ENDING PROJIlCT AND LOCATION PROJECT OR CONTRACT NO. III 121 , Il) /41 DAY AND DATE (.5) (6) C1l 'II DEDIICl10NS (9) Of RATE GlOSS NAME. ADDRESS AND SOCIAL EXEM!' WORK or lOTAL Of AMOUN!" wml NET SECURITY NUMBER Of EMPLOYEE nONS CLA5SlfICAnOH OR flOURS PAY EARNED fICA HOLDING antER lOTAL WAGES ST TAX DEDUCTIONS PAID fOR WEEK HOURS WORKED EACH DAY 0 S 0 S 0 S 0 S 0 S 0 S 0 S 0 S 0 S . 0 5 0 5 FORM WII-347 111611 . . . U.S. Department of Labor Wage and Hour Division Fonn Approved Budget Bureau No. 44-RI093 STATEMENT OF COMPLIANCE Date I. , do hereby SCllte: (Name of signatory party) (Tide) (1) That I payor supervise the payment oflbe persons employed by on the (Contractor or Subcoatm:tor) that during the payroll period commencing on the _ day of _ 19_ and eadiDg tbe _ day of , 19_. all persons employed on said project have been paid the fuU weekly wages earned that 110 rebates have been or will be made either directly or indirectly to or on behalf on said from the fuU weekly wages earned by any person and that 110 deductions have been made either (Contractor or Subcontractor) directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations. Part 3 (29 CPR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as Ameoded (48 Slat. 948, 63 Stat. 108, 72 Slat. 967; 76 Slat. 357; 40 U.S.C. 276c), and described below: (2) That any payrolls otherwise under Ibis CODtract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein &Ie DOt less than the applicable wage rates contained in any wage detSermination incorporated into the contract; that the classifications set forth therin for each laborer or mechanic COlIform iwbt the work he performed. (3) That any ipprentices employed in Ibe above period &Ie duly registered in a bona fide apprenticeship program registered with a Slate apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a Slate, are registered with the Bureau of Apprenticeship and Training, United Slate Department of Labor. (4) That: (a) WHERE FRINGE BENEFlTS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS O In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll payments of fringe benefits as listed in the contract have been or will be made to appropriated programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH O Each Laborer or mechanic listed in the above refereacecl payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as ooted in section 4(c) below. (c) EXCEPTIONS EXCEPTIONS (CRAm Remarlcs Name mI TIlle Si- The wiUUI falaiflcalioa of my of die above - -y 1UbjlN::t die _ or ~ to ciYiI or criminal prorccution. See section 1001 of lille 18:and section 231 or lille 31 of dte Uniled Slalcs code. Fonn WH-348 (1/68) Purchase litis form direclly fnIIIIlbe SupI. of Duel-.. ;\--1 >~ " . " (e General Decision Number FL030039 Superseded General Decision No. FL020039 State: Florida Construction Type: HIGHWAY County(ies) : BREV~ COLLIER HERNANDO HILLSBOROUGH LEE MANATEE MARTIN ORANGE OSCEOLA PASCO PINELLAS POLK SARASOTA SEMINOLE ST LUCIE EXCLUDING CAPE CANAVERAL AIR FORCE STATION, PATRICK AIR FORCE BASE, KENNEDY SPLACE FLIGHT CENTER AND MELABAR RADAR SITE HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects, & railroad construction; bascule, suspension & spandrel arch bridges; bridges designed for commercial navigation; bridges involving marine construction; & other major bridges. Modification Number o Publication Date 06/13/2003 COUNTY (ies) : BREVARD COLLIER HERNANDO HILLS BOROUGH LEE MANATEE MARTIN ORANGE OSCEOLA PASCO PINELLAS POLK SARASOTA SEMINOLE ST LUCIE SUFL3005A 08/01/1993 BRICKLAYER, Manhole CARPENTERS CONCRETE FINISHER ELECTRICIAN FENCE ERECTOR FORM SETTER GRADEMAN GUARDRAIL ERECTOR KETTLEMAN LABORERS: Asphalt Raker Pipelayer Unskilled IRONWORKERS: Reinforcing Structural PAINTERS/BLASTER POWER EQUIPMENT OPERATORS: Asphalt Distributor Rates 9."02 9.71 8.91 13.42 7.75 7.76 6.60 7.95 7.34 Fringes 7.23 8.01 6.60 12.37 6.60 10.72 7.39 ""++...../1""""".,, A,...+ n+n+a .(:1 """I"'''"""+..-"".+;"",,,I'n'nl''Y~~''+A/,)(\(\''J Ao^;n~n_,..It:'T ".1(\ AOft:'T '10 h+~ 1;. /"1 "I /"1 (\(\~ . . . Asphalt Paving. Machine Asphalt Plant Operator Asphalt Screed Backhoe Boom-Auger Bulldozer Concrete Curb Machine Concrete Groover/Grinder Concrete Joint Saw Concrete Paving Finish Machine Concrete Pump Op. Concrete Mixer Operator Crane, Derrick, or Dragline Earthmover Fork Lift Front End Loader Gradall Guardrail Post Driver Mechanic Milling Machine Milling Machine Grade Checker Motor Grader Mulching Machine Oiler, Greaseman Pavement Striping Machine Pavement Striping Machine Nozzleman Power Subgrade Mixer Piledriver Operator Piledriver Leadsman Rollers: Finish Rough Self-Prop., Rubber Tire Scraper Sign Erector Small tool Tractors: Light 80 HP or less Over 80 HP Trenching Machine Widening Spreader Machine TRAFFIC CONTROL SPECIALIST TRAFFIC SIGNALIZATION Installer Mechanic TRUCK DRIVERS: Lowboy Single Rear Axle Multi-Rear Axle 8.23 6.83 7.68 9.00 9.40 8.42 8.50 9.00 9.97 8.50 13.00 6.63 11.53 7.78 7.63 8.00 8.76 10.78 9.52 8.76 7.03 9.54. 6.70 7.21 11. 04 7.50 7.63 10.82 9.75 7.24 6.70 7.01 7.33 13.27 7.33 6.76 6.60 10.62 8 ..00 7.52 7.15 9.70 13.25 8.02 6.70 6.97 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after )...++""./1""",,",,, "',...,+ "'+,.,,+0 +1 n",I"'n"~"'...,,,,+:,,,,,,,,I"""''''''ro......+o/.,nf\'J Ao";,..;,,...,..It:'T ''If\ AO!1:'T '10 k+7""lo'\ <: I")") I"l""~ l"'">!::' . , . .. award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (ii)) . ---------------------------------------------------------------- In the listing above, the "sun designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board h++9"'\oll"n""'"" ri,,+ "'+1'1+0. +I "''''/,..".....'''+....,,,,+:,,...I,,,,'l:'Irro...''+o'1(\(\'] Ao".;";,,...,..!l:'T '11'\ AOft"T "J:O J...+...... " '''''ll''lf\f\~ I, ... J . '. 't '. U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION ).,-1+...../1..,..".. A....+ ,,+...+.. +1 "...I,.........."....",..+;.......I.u........~...+..I'1f'1f'1'2 A..,.,;";........,,It:'T '2f'1 AOIt:'T '20).,_ ~ I"} '11'1 f'I(lr:. .. '. . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION II - INSTRUCTIONS TO BIDDERS 25 SPECIAL FEDERAL INSTRUCTIONS TO BIDDERS SEE ATTACHED L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs- Tech Specs\CONTRACT DOCUMENTS-SEe n.doc 35 AI'lO/~ ?,--...,.a,..,'l;,\ . . \ ". .~ '" ,,",,, , , 'f~ "'-"1"""1 '1' ')' 1"'1' '>'''1''1 rll "J"'Jr' ~ .........""...... I ~ I' 1..... ~,'-' -..J ~ I -- Search FHWA: IKeyword{S) GoI J ~ > Infra~ > Proaram Administration > ~ FHWA-1273 Electronic version - March 10. 1994 Program Administration Required Contract Provisions Federal-Aid Construction Contracts I. General II. Nondiscrimination III. Nonseareaated Facilities IV. Payment of Predetermined Minimum Wage V.' Statements and Pavrolls VI. Record of Materials. Suoolies. and labor VII. Sublettina or Assianina the Contract VIII. Safety: Accident Prevention IX. False Statements Concemina Hiahwav Proiects X. Imo/ementation of Clean Air Act and Federal Water Pollution Control Act XI. Certification Reaardina Debarment. Susoension Ineliaibi/ity. and Voluntary Exclusion XII. C.ertification Regardina US~Q.t.contract Funds for LobbYing Attachments A Emoloyment Preference for AP-p-alachian ContractUjncluded in ~Q~la!;:....bl~!:t contracts on Iv) I. GENERAL 1 . These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required (,ol1tract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section 1. paragraph 2: Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g. 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general 1,,+..._.//....,..,....., +1....,,,,, ....nt ,...n..,/_...r\,.....n'1"\"',,,~~;_/r"\n._f..,,,,f,../l 'li"l 1",+......" '7 1'7/,)()() r::. "'1 . disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractors employees or their representatives. 6. Selection of Labor: During the performance of this contract, the contractor shall not: a. discriminate against labor from any other State, possession, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervis~d release, or probation. II. NONDISCRIMINA TION (Applicable to all Federal-aid construction contracts and to all related subcontracts of $10,000 or more.) . 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, 'executive orders, rules, regulations (28 CFR 35,29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractors project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Ad of 1990 (42 U.S.C. 12101 et HQ.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contrad. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway agency (SHA) and the Federal Government in carrying out EEO obligations and in their review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training. H . 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to l.,++_.lin~'''" .fh..,.t"\ ,..11"'\+ rrr",I.......",..........---n~.~~_i,...^_t..n,..t,../l.,'7'] hf.- 7/7/''''', ("\ . hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. . e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Executive Order 11246, as amended.) :'",\ . C. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 1"'....._. /", r..."" ~, ",... ~,.d h"""',I_..._,....n.......,",f......";_I_,,_*..,,.,.....,..ll.,;1 I",+~ 7/7 /"'inn 1;. ( "1 . 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered. and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to detennine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed. such corrective action shall include all affected persons. . d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs. i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special.provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. . 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use hislher best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor I.,.t-t-..,./J...."."... lh..,r" ....1_. ,.."",I.........^n..,..~"'"'_.,,;.....I^,..._..."',..t,../l ~"'''l J",,+~ 717/"lf\f\t: either directly or through a contractor's association acting as agent will include the procedures set forth below: (...."'j . a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to fumish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. . d. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors. Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful miMrity group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcontractor compliance with their EEO obligations. .. 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at 1-.+-I_.I/,,~u~n' +h"." ,I"f ,.._.,I........",......n.~n,.t...-;_,'n^_tp",...f,../l.,..,1 k........ 7 17 I' f\f\c; reasonable times and places for inspection by authorized representatives of the SHA and the FHWA. ") . a. The records kept by the contractor shall document the following: 1 . The number of minority and non-minority group members and women employed in each work classification on the project; 2. The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; 3. The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and 4. The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women,' and non-minority group employees currently engaged in each work classification required by the contract work. This infonnation is to be reported on Form FHWA-1391. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. '\ . III. NONSEGREGATED FACILtnES (Applicable to all Federal-aid construction contracts and to all related subcontracts of $10,000 or more.) . a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agreement or purchase order, as appropriate, the bidder, Federal-aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the finn does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services,at any location, under its control, where segregated facilities are maintained. The finn agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the tenn "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). . c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain 1......._./,'.............,. tl.....,'" ,..I_I "_.,I_..."I"T....._...n...:l~;....I,..,,_......,,"'..'"'Jl.,"'l J.....---. 717/')(\(\, such certifications in its files. f';',\ .. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal-aid construction contracts exceeding $2.000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt.) 1. General: . a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account [except such payroll deductions as are pennitted by regulations (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter ''the wage detennination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA- 1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1 (b )(2) of the Davis-Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period. are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics perfonning work i.. more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis-Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. 2. Classification: .. a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. 1"1++....//.,...,,,,. /h.,.,., ..-1_+ """',J_,."',..........-."'~-...;...I^^_.p.....,..fro/l ''''''2 J."......... ., n I') (\f\ c: . b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: 1. the work to be performed by the additional classification requested is not performed by a classification in the wage determination; 2. the additional classification is utilized in the area by the construction industry; 3. the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and 4. with respect to helpers, when such a classification prevails in the area in which the work is performed. r. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Standards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. d. In the event the contractor or subcontractors, as appropriate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. Said Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary e. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: \ \ '. a. Whenever the minimu~ wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a k++~./I""H"" 4=h",,,,, ,..1,,+ ""n."!-"~',..,....n.--t'\,.J,"",;_I".^_+_"""",./1"71 J,...,..""'" 7/7/')(\(\< . trustee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: 1. Apprentices will be pennitted to work at less than the predetermined rate for the work they perfonned when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in hislher first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. .. 2. The allowable ratio of apprentices to journeyman-level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contrador as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio pennitted under the registered program shall be paid not less than the applicable wage rate on the wage detennination for the work actually performed. Where a contractor or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the joumeyman-Ievel hourly rate) specified in the contractofs or subcontraCtor's registered program shall be observed. . 3. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman-level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. l-"f+_.II~.......",. I1-.n,,,,, ,-I...d ,......,..,I--",......."...,..,n,.l____;...I""....+..,H".,../l'1"7"1 kt~ 7/7/.,(\(\/;. '\ . 4. In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an acceptable program is approved. b. Trainees: 1. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the DOL, Employment and Training Administration. 2. The ratio of trainees to journeyman-level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. . 3. Every trainee must be paid at not less than the rate specified in the approved program for hislher level of progress, expressed as a percentage of the journeyman-level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman-level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. 4. In the event the Employment and Training Administration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers: :. Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section rV.2. Any worker listed on a payroll at a helper wage rate. who is not a helper under a approved definition, ht-I_.//u,..,,,'1' (1.......,^ ....Int ,,,,,,..,I_.._n'~..,---n"'.......;_/,,..,,....f...^,..t,../l1"7"1 'hf-____ 7/71"lf\f\t; .. shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. 5. Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: . The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing 'wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shaH require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not Jess than one-and-one-half times hislher basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: . Liability for Unpaid Wages; Liquidated Damages; In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for hislher unpaid wages. In addition, such contractor and subcontcactor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer. mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in 1...,..,......111,~,~,. il--HU'" ~^.. rr"".I-._n,..,..,.,.........."",.t........;9"\'''''_t..n,.....l'''/l'1i'l 1...+--. 7171"1""::; paragraph 7. ~l . 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. V. STATEMENTS AND PAYROLLS (Applicable to all Federal-aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: . a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of comptetion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. ;. b. The payroll records shall contain the name, social security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1 (b )(2)(B) of the Davis Bacon Ad); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1 (b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected. and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. hH_./I""'n",,. .f1.""..". ,..1,,+ ,......"..""-...-,,...,..........n,.l--.;....'''''^_*..''',..+'''/1'''')''7') ~.~ 7111"1f\f\~ ."\ c. Each contractor and subcontractor shall fumish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029-005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. . d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or hislher agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: 1. that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; . 2. that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly. and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; 3. that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C 1001 and 31 U.S.C. 231. \. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspection, copying, or transcription by authorized representatives of the SHA, the FHWA. or the DOL, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA. the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. J."H_.li.,,,.,...~ n....,,,,, "~"f ,....".,/_....-rr............""n,..l.......;_'^,,,_...."',..,,f,../l "')7'1 ""h_ '7/7/') (\(H: "'\ . . .~ l , VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal-aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47. c. umish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph 1 b relativFumishaterials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price. excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contrad price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or prodUCed by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless 1",..+...... /I"".~.,.. 41",,.,.,,, ,.1_+ ,..._.r/.........n"...n--.nrl."""~.., '_^_t.."...--t"./l'l"'1 ht~ '7 ''7 /')f\()c; .. '. i. of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. VIII. SAFETY: ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to hislher health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal-aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and sirnilar acts, the following notice shall be posted on each Federal-aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL-AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: t.,fo't_.'" l~l'" p", ./1"", ,," ,.1_+ ,....H ./_...-.,......."'........,...,.1.....,;" /,..-_,..",,,,,,,,/1 '17"J hf__ 7/71'1 (\(\" .."\\ .. ''Whoever, being an officer. agent, or employee of the United States, or of any State or T emtory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false reporl as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transporlation; or \lVhoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be fumished, in connection with the construction of any highway or related project approved by the Secretary of Transporlation; or \lVhoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or reporl submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined not more that $10,000 or imprisoned not more than 5 years or both." X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal-aid construction contracts and to all related subcontracts of $100,000 or more.) I . By submission of this bid or the execution of this contract, or subcontract. as appropriate, the bidder, Federal-aid construction contractor. or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1 . That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 m gg., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et HQ., as amended by Pub.L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such requirements. ,It XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION l"'lH_. il,..."",,! fl..,,,,,,., rf",. _"..I_..^_...,,-,..,rI~;_I,...,..,_t..n,...+ro/l ...,.,~ J............ 7/7/"l(\(\1;; 1. Instructions for Certification - Primary Covered Transactions: . (Applicable to all Federal-aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certifICation set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered'transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. . d. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from partiCipation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. . h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless 1,......_.II'I,~'I~'I''t. fh....1"'I ,..I,."f n"'I','_-,....""...""'...--n,.,_'"';_I,..^_t..l"\~t,../l 'l71 hf___ , 1I1""(\(\~ r }'\ . it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f of these instructions, if a partiCipant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. ****. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Primary Covered Transactions . 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certification; and d. Have not within a 3-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. " '1 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective partiCipant shall attach an explanation to this proposal. :. 1"'H-..".II......'1...,. +ht1H"t ,-I_t '.."'rl_.._rr'.."""...........,..,~~.....',..^....f...",..t,../l.,..,'l 1-.+,""" 717/"'(\(\~ ..... \ , . 2. Instructions for Certification - Lower Tier Covered Transactions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency witli which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. . d. The tenns "covered transaction," "debarred," "suspended," "ineligible," "primary covered transaction," "participant," .person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exck:sion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may. but is not required to. check the Nonprocurement Ust. ",- , !. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed J",+-+_./in,..,.". fl..-",,, ,.I,....., ,....^"I_..^,....".-...,,..1.--;_/~^_.......,^..,.../l.,i"l 1.,+......., '7/'7 nnne: that which is normally possessed by a prudent person in the ordinary course of business dealings. \ I . i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. ****. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its prinCipals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. ****. . XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. i. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-lll. "Disclosure Form to Report lobbying," in accordance with its instructions. ""H._.II..""....... n...."n ....,....,+ ,...^,.I_-,....,........ra~"'..I_...;_!,...."'_t..^"t"/l ,..,']: 1",+_... '7 f'7/'l(\(\ I:; 1 :. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file.the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective partic;ipant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $1 00,000 and that all such recipients shall certify and disclose accordingly. ATTACHMENT A - EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion. or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contrador to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. , . c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful colledive bargaining contrad, provided that the number of nonresident persons employed under this subparagraph 1 c shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers. mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which he estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contrador is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. ., , i. 4. If, within 1 week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project 1.............//"...,,,... (.1...,,,..., A"f n^..~/_..""n..,.,'''''"'n~P'Y\;_I,.,.,,_....n''.'''!t .,7"2 1-........" -,nnf\f\1; """~"":'~~ ') . ; . .- records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph 1c above. 5. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. This page last modified on March 11, 2005 o FHWA FHWA I Infrastructure I Proaram Administration I Feedback United Slates Department of Transportation - Federal Highway Administration _ InfrastJUcture 1"'++.....1/,,,",,,,,. fI,.u",,,,, ~"t ,...".,I.......,....,,......n_"''''rl---.;..../,...,,....f...''''''''...,../l 'l71 J...+"""" 7/7/')(\(\ ::. - - --." ---. - -_...&U~.. ....."., '_,V1\;; \',UJ U\,;UIWD ra..'11Clpant's Manual and Reference Guide 200... Page 1 of 1 a. Publicly Owned Equipment . References: 23 CFR 635.106 Aoplicability: Applies to all Federal-aid construction projects. Guidance: The policy definition of publicly owned equipment is ". . . equipment previously purchased or otherwise acquired by the public agency involved for use in its own operations. " the policy goes on to state that ". . . publicly owned equipment should not normally compete with privately owned equipment on a project to be let to contract. n However, in exceptional cases, a showing that it would clearly be cost effective to use publicly owned equipment may be justified. When supported by a public interest finding, the Division Administrator may approve the ST A's proposal to use publicly owned equipment. Federal funds may participate in the costs associated with the use of publicly owned equipment provided that: · the PS&E submittal clearly sets forth the proposed use; . · the specifications indicate the items of equipment that are available, the rates to be charged, and the point(s) of availability or delivery; and · the specifications include the express condition that the contractor has the ootion to rent all or part of the available equipment, or to provide the equipment. The public agency cannot benefit from the rental of its own equipment by virtue of a Federal-aid contract. Accordingly, the rental rates must reasonably represent the cost of providing the equipment or there shall be a lump sum credit to Federal reimbursement on the project equal to the amount of profit on rental that the agency receives. In unforeseen circumstances, publicly owned equipment may be used after award of contract. based on rental rates agreed to between the public agency and the contractor. However, these rates shall not fonn the basis for an increase in Federal participation. In force account work the rates on publicly owned equipment eligible for Federal participation may be the agreed unit price or actual cost. For agreed unit price, the equipment need not be itemized on the estimate. If the project is to be performed on the basis of actual cost, the estimate should include a schedule of rates. exclusive of profit, to be charged for the use of publicly owned equipment. ') . http://www.fhwa.dot.gov/programadminlcontractslcor_IIC.htm o 1"I"I/'lt\t\~ . . i . --....--.. .~mum".u4UUU ......un.. ......U1ll\"l.,UWll numapanrs NlanUaJ ana Reterence Guide 200... Page 1 of 1 State Preference ?j References: 23 U.S.C. 112 23 CFR 635.409 Apolicability: Applies to all Federal-aid construction projects. Guidance: The ST A shall not impose any requirement or enforce any procedure which operates to require the use of, or provides a price differential in favor of, articles or materials produced within the State. This includes requirements that prohibit, restrict, or discriminate against the use of articles or materials shipped from or prepared, made, or produced in any State, territory, or possession of the U.S. Basically, materials produced within a State shall not be favored to the exclusion of comparable materials produced outside of the State. State preference clauses give particular advantage to the designated source and thus restrict competition. Therefore, State preference provisions shall not be used on any Federal-aid construction projects. This policy also applies to State preference actions against materials of foreign origin, except as otherwise permitted by Federal law. Thus, States cannot give preference to in-State material sources over foreign material sources. Under the Buy America provisions, the States are permitted to expand the Buy America restrictions provided that the STA is legally authorized under State law to impose more stringent requirements. http://www.fhwa.dot.gov/programadmin/contracts/cor_IIC.htm 8/22/2006 '" '\ . '. . [ Table of Contents] a. Use of Local Hiring Preferences Reference: 23 CFR 635.117(b) 23 USC 112 Mr. McConnell's Aoril 20. 1994 memo titled: Local Hirina Preferences Mr. Mineta's Julv 27.2005 letter to Governor Blaaoievich Aoolicabilitv: Applies to all Federal-aid construction projects Guidance: The ST As may not include a provision that require a contractor to give any preference in hiring on a Federal-aid project. Furthermore when an STA or local public agency has a policy that requires or creates a preference for local hiring, the contracting agency may not require or encourage a contractor to comply with this policy on Federal-aid projects (even if the hiring requirement is not included in the contract itself). While the STAs (or local governments) are precluded from enacting such preference requirements on Federal-aid projects, this requirement does not apply to the Federal Government. Therefore, Federal hiring preference requirements, such as, EEO/Affinnative Action, Appalachian Preference, and Indian Preference are not in conflict with this policy. Some states and local public agencies have implemented pOliCies which encourage or mandate the use of local employment or local contracting. In such cases, Federal-aid contracts (including invitations for bids or request-for-proposal documents) should contain specific provisions which state that such prefer~nces are not applicable to contracts funded by FHWA. Compliance with local preference provisions will not be a condition of responsiveness in the consideration of bids or a condition of responsibility prior to the award of contract. [ Table of Contents] b. Use of Convict Labor References: 23 U.S.C. 114(b) 23 CFR 635.117 Aoolicabilitv: FHWA's prohibition for the use of convict labor only applies to Federal-aid highways. It does not apply to projects on roadways functionally classified as local roads or rural minor collectors (reference Mr. Schimmoller's May 9,1996 memorandum and Mr. Baccus's May 14, 1997 legal opinion). Guidance: .\ j . . \ . FHWA's regulation in 23 CFR 635.117(a) states: "No construction work shall be performed by convict labor at the site or within the limits of any Federal-aid highway construction project from the time of award of the contract or the start of work on force account until final acceptance of the work by the ST A unless it is labor perfonned by convicts who are on parole, supervised release, or probation. .. The principle behind the prohibition of convict labor is that use of convict labor restricts competition, because convict labor can be fumished at rates well below market labor costs or force account rates. The tenns "parole, supervised release, or probation "refer to the status of a person who has completed the condition of imprisonment. "Supervised release "does not include inmates currently serving their imprisonment tenns while perfonning supervised work either inside or outside the walls of the incarcerating facility. Thus it is not acceptable to have inmates who are currently serving the terms of their incarceration, perfonning work on a project where convict labor is prohibited. Use of materials produced by convict labor is discussed hi more detail in Section II.C.5.a. [Table of Contents] 2. Nondiscrimination References: 23 U.S.C. 140 23 U.S.C. 324 23 CFR 200 23 CFR 230A and D 28 CFR 35 29 CFR 1630 41 CFR 60 49 CFR 21 49 CFR 23 The Civil Rights Act of 1964, Title VI The Age Discrimination and Employment Act of 1967 The Age Discrimination Act of 1975 The Americans with Disabilities Act of 1990 Aoolicabilitv: Applies to all Federal-aid construction contracts and to all related subcontracts of $10,000 or more. Backaround: The basic statutory authority for a nondiscrimination provision is Title VI of the Civil Rights Act of 1964, which is implemented by 23 CFR 200. Title VI mandates that Federal assistance not be used to discriminate. Through expansion of this mandate and the issuance of parallel legislation, the prescribed basis for discrimination now includes race, color, religion, sex, national origin, age, and disability. Title VI assures that the ST As guarantee that no person is subjected to discrimination in connection with any activity, including any contract, for which the State receives Federal assistance. In the event of noncompliance by a contractor and/or subcontractor, payment may be withheld or the contract may be canceled in whole or in part. ".'".".'.'-, ) . ,."" . . This section of the Form FHWA-1273 is essentially the Standard EEO Construction Contract Specifications, as included in 23 CFR 230, Subpart A, Appendix A. The goal of EEO is increased participation of minorities and women in the work force, and extends to contractor practices in recruitment, hiring, pay, training, promotion, and retention. Guidance: No person is to be subjected to discrimination because of race, color, religion, sex, national origin, age, or disability. The nondiscrimination provisions extend to the contractor's employment practices, solicitations for employment, selection of subcontractors and suppliers, and procurement of materials. Section 11.1. The contractor is required to have an EEO policy that prohibits discrimination and provides for affirmative action in employment practices. The contract shall adopt the following statement as his operating policy: "it is the policy of this company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age, or disability. such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship, pre-apprenticeship, anellor on-tha-job training." Affirmative action is defined as a good faith effort to eliminate past and present discrimination and to ensure that future discriminatory practices do not occur. Actions aimed at addressing under- representation of minorities and women are outlined in the "Sixteen Steps "in 41 CFR 60. Section 11.2. The contractor is required to have a designated EEO Officer who has the responsibility and authority to administer the contractor's EEO program. Section 11.3. All of the contractor's employees who have an active role in the hiring, supervision, or advancement of employees are required to be aware of and to implement the contractor's EEO policy. In addition, it is required that employees, including applicants and potential employees, be informed of the contractor's EEO policy through posted notices, posters, handbooks, and employee meetings. Section 11.4. The contractor shall not discriminate in his recruitment practices and should make an effort to identify sources of potential minority and women employees. Section 11.5. The contractor is required to periodically review project sites, wages, personnel actions, etc., for evidence of discriminatory treatment. The contractor is to promptly investigate all alleged discrimination complaints. Section 11.6. The contractor is required to advise employees and applicants of training programs available and to assist in the improvement of the skills of minorities, women, and applicants, through such programs. Section 11.7. The contractor is not, and cannot be, required to hire union employees; however, if the contractor relies on unions as a source of employees, the contractor is encouraged to obtain cooperation with the unions to increase opportunities for minorities and women. The contractor should use his best efforts to incorporate an EEO clause into union agreements. . . . Section 11.8. The contractor's EEO policy also pertains to his selection of subcontractors. including material suppliers and equipment leasing companies. Contractors are encouraged to use Disadvantaged Business Enterprises (DBEs) or other subcontractors that employ minorities and women. Furthermore. contractors are required to exercise their best efforts to ensure that subcontractors comply with the EEO requirements. Section 11.9. Records that document compliance with the EEO policy are to be prepared and retained by the contractor for a period of three years after project completion. These records should include the numbers of minority, women, and non-minority employees in, each work classification on the project; and the progress and effort being made to increase the employment opportunities for minorities and women. The contractor is required to submit an annual EEO report to the ST A each July, for the duration of the project. If the project contains on-the-job training (OJT), this information is also required to be collected and reported. Comoliance: Enforcement responsibilities have been vested with the contracting agency--ultimately the STA project engineer. The project engineer should be cognizant of the contractual requirements and obs~rve the contractor for compliance. Specifically, the project engineer's concern should center on whether discriminatory practices take place, particularly in the hiring, firing, training, promotion, and utilization of employees. Non-compliance with the EEO specifications may be considered a breach of contract for which payment may be withheld or the contract canceled. However, see FHWA Order 4710.8 for enforcement guidance. The US DOL Office of Federal Contract Compliance Programs (OFCCP), is the only agency which has authority for enforcing Executive Order 11246 and its implementing regulations (USDOL regulations _ 41 CFR 60). The State compliance staff may conduct reviews to ensure compliance with FHWA policy (23 USC 140 and Title 23 CFR). [ Table of Contents] 3. Nonsegregated Facilities References: 23 CFR 633A Aoolicability: Applies to contractors, subcontractors, and material suppliers on all Federal-aid contracts and related subcontracts of $10,000 or more. Backaround: The intent of this provision, also derived from Title VI. is to ensure that past discriminatory practices of providing separate facilities or prohibiting minorities access to facilities are eliminated. Guidance: "\ " . . By entering into the contract, the organizations and firms certify that they maintain nonsegregated facilities that conform to requirements of 41 CFR 60.1.8. The prime contractor is required to obtain a similar certification from each subcontractor and supplier, as applicable. One exception to the nonsegregated facilities provision is for the disabled when the demands for accessibility override (e.g., disabled parking). In addition, single-user or separate bathrooms or dressing facilities are also allowable for privacy purposes. [Table of Contents] 4. Payment of Predetermined Minimum Wage References: 23 U.S.C. 113 - as amended by ISTEA, Section 1006(g)(2) 40 U.S.C. 276(a) - Davis-Bacon Act 40 U.S.C. 276(c) - Copeland Act 23 CFR 633 Subpart A 23 CFR 635.309 29CFR1,3,5 Aoolicabilitv: Applies to all Federal-aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are not covered. Prior to the 1991 ISTEA, Davis-Bacon was applicable to Federal-aid contracts exceeding $2,000 that were on the Federal-aid system. Section 1006 of the 19911STEA amended Title 23 U.S.C. 113(a) to make Davis-Bacon wage rates applicable to Federal-aid highways. The ISTEA defined the term "Federal- aid highways "as roadways ". . . other than highways classified as local roads or rural minor collectors." Therefore, FHWA's statutes limit the applicability of Davis-Bacon prevailing wage rates to FHWA funded construction projects on Federal-aid highways. This includes roadways functionally classified as freeways, arterials and collectors but exempts projects located on highways functionally classified as local roads or rural minor collectors. Note that Davis-Bacon coverage applies to any "contract ". (not to be confused with the term "project"). Thus any FHWA-funded construction contract, regardless of the level of Federal-participation, will be a covered contract if it meets the functional classification criteria described above. Backaround: The payment of predetermined minimum wages on Federal-aid contracts is derived from the Davis-Bacon Act of 1931 and is prescribed by 23 U.S.C. 113. The Davis-Bacon Act requires the payment of locally prevailing wages and fringe benefits to laborers and mechanics employed on Federal contracts in excess of $2,000 for construction, alteration, or repair (including painting and decorating) of public buildings or public works. Davis-Bacon was enacted as a means to prevent contractors from importing cheap labor from outside the area, thereby, keeping capital at home with the local labor force where it would do the most good. See the US DOL's Wage and Hour Division Web site for additional information regarding the DOL's labor pOlicies (htto:/lwww.dol.aov/esalcontracts/dbra.htm). FHWA-1273 Provisions Reaardina Davis-Bacon ..,~ . . . Section IV.1. This section sets forth the general requirements for the contractor, and subcontractors, to pay employees working at the site at least the minimum wage rate and fringe benefits specified for the classification of work performed. The ST A is responsible for incorporating the applicable wage rate decision into each Federal-aid contract. The DOL requires that an amendment for a general wage rate determination be incorporated into a Federal-aid contract if notification of the change is publiShed in the Federal Reaister 10 days or more prior to the opening of bids. During the periOd between August 30,1990 and May 24, 1995, the FHW A modified the effective date for applying the 10-day rule as the date the rates are actually received by the STA rather than the date of publication in the Federal Reaister. The FHWA's current policy is that the DOL's "10-day rule "as contained in 29 CFR 1.6(c)(3) applies to Federal-aid highway projects (refer to Mr. William A. Weseman's Mav 24.1995 memorandum). Section IV.2. All employees covered by Section IV are to be classified in conformance with the wage rate determination. If an additional classification is deemed appropriate, either DOL approval or a DOL determination for the classification is required. In this case, the contracting officer should submit.Standard Form SF-30B - "Request For Wage Determination And Response To Request. "Detailed procedures for submitting this form to the US DOL are provided on their web oaoe. Section IV.3. This section sets forth requirements for the paying of fringe benefits. Section IVA. The provisions of this section set forth the requirements for paying less than the full specified wage rate for employees who are registered in DOL apprenticeship and trainee programs or for those who are classified as helpers. Section IV.5. This section clarifies that the DOT apprenticeship and trainee programs are not subject to the DOL program provisions stated in Section IV.4. Section IV.S. The STA has authority to withhold funds from the contractor, as may be determined necessary, to pay employees of the contractor the full amount of wages required by the contract. With holdings are maintained by the contracting agency until restitution is evidenced. These withholding provisions also apply to wage underpayment by a subcontractor; however, the actual withholding is taken from progress payments to the prime contractor. Section IV. 7. The contractor is required to pay overtime at the rate of one-and-one-half times the employee's basic pay rate for all hours worked in excess of 40 hours per week. . Section IV.B. This section provides for the assessment and withholding of liquidated damages for days on which the contractor did not pay overtime in accordance with Section IV.7. \ This withholding is a liability assessment against the contractor or subcontractor of $10 per day for each employee that was underpaid. Liquidated damages should be forwarded to FHWA Headquarters (Office of Budget and Finance (HOBF), Finance Division, Washington, D.C. 20590) for deposit into the United States Treasury. Section IV.9. The STA has authority to withhold funds from the contractor, as may be determined necessary, to pay the liquidated damages and to pay employees of the contractor the overtime wages required by Section IV.B. Additional Guidance: ^' 'I . " . . The DOL has responsibility for enforcing these statutes and determining the prevailing wage rates. The DOL establishes the prevailing wage rates by either a determination I based on an in-house review of payroll data, or by a survev based on wage data from active projects. The affected ST As are consulted during the formulation of the wage rate decision. Notices of wage rate decisions are published in the Federal Reoister. After many years of operating a subscription service for the publication of prevailing wage rates, the US DOL is now posting this information on the internet. As of March 2, 2001, Davis-Bacon wage rates are available electronically at htto:/lwww.access.ooo.oov/davisbacon. Refer also to the US DOL, Employment Standards Administration, Wage and Hour Division website at: htto:/Iwww.dol.oov/esalwhd/. Aoolicabilitv of Davis-Bacon - Site of Work The Davis-Bacon Act limits coverage to laborers and mechanics" . . . employed directly upon the site of the work. "Since 1972, the US DOL and the courts have been addressing various aspects of the applicability of Davis-Bacon requirements to site-of-work facilities. The US DOL's implementing regulation, 29CFR 5.2(1}(2}, extends coverage to off-site facilities that are dedicated exclusively and in proximity to the actual construction site. In the 1990's, DOL's regulation was phallenged in the court system and two U.S. District Courts issued decisions against the US DOL. On December 20, 2000, the US DOL issued a final rule making for the "site of the work "issue in light of the US District Court Decisions. The proposed rule uses the court terms "significant portion "and "adjacent or virtually adjacent "in describing sites that are covered, however, the rule does not define these terms. Revised Title 29 CFR 5.2 (1}(1) now states "The site of the work is the physical place or places where the buildin~ or work called for in the contract will remain; and any other site where a significant portion of the building or work is constructed, provided that such site is established specifically for the performance of the contract or project. . . "One example would be a casting or fabrication yard for a segmental concrete bridge which is specifically established for a project after the award of contract. State DOTs should contact the US DOL Regional Offices regarding a determination of what percentage of the w.ork would constitute a "significant portion "and the potential coverage of such sites. If a significant portion of the work is to be constructed offsite, the contracting agency should attempt to include the wage determinations covering potential offsite location in the bid proposal. Reference is made to comments on page 80275 in the December 20, 2000 Federal Register. Revised Title 29 CFR 5.2 (I}(2) also indicates other work areas not located on the site of permanent construction Oob headquarters, tool yards, batch plants, borrow pits, etc.}, may be part of the site of the work" . . . provided they are dedicated exclusively. or nearly so, to performance of the contract or project, and provided they are adjacent or virtually adjacent to the site of the work. "Permanent, previously established facilities are not covered, even where the operations for a periOd of time may be dedicated exclusively, or nearly so, to the performance of the contract. Revised Title 29 CFR 5.2 0}((1 }(iv) provides that transportation between locations which are included in the "site of the work "are covered. This includes transportation between the permanent location of construction and covered sites where a "significant portion "(1}(1) of the work will be accomplished or , '\ . . . . . ~\ . . . covered sites which are dedicated exclusively and adjacent or virtually adjacent to the site of the work (1)(2). The US DOL has made the determination that when transportation will take place in more than one wage determination area, the applicable wage determination will be the wage determination for the area in which the construction will remain when completed. This determination will apply to all bidders, regardless of where they propose to construct significant portions of the project (refer to FR 12/20/00, page 80276). FHWA has taken the position that while this is the US DOL's program, it is inappropriate for FHWA to provide guidance in this area. FHW A encourages ST As to work jointly with their division office and the US DOL regional offices to resolve "site of work "issues. AoDlicabilitv of Davis-Bacon - To SDecific Work Tvoes Additional discussion on the following can be found in the US DOL's Field Operations Handbook (FOH). In November 2002, the US DOL replaced the Field Operations Handbook with the Prevailino Waoe Resources Book. (.pdf, 1 mb) However, the Resource Book does not include all previous US DOL guidance and in some cases, the Field Operations Handbook provides the best available guidance on specific work types. The following summary is FHW A's interpretation of the applicability of Davis-Bacon provisions to Federal- aid construction projects based both FHW A policy and the USDOL's requirements: · Force Account Work by Public Agencies - In some circumstances, the ST A or local publiC agency may perform the construction work using their own forces. Davis-Bacon provisions do not apply to governmental agencies and states. Public agencies are not considered "contractors "or "subcontractors "within the meaning of the Davis-Bacon Act. See DOL FOH 15b05(a). · Exploratory drilling services - Subsurface utility engineering or utility location services are considered to be exploratory drilling services. These contracts provide the location of utilities for engineering or planning purposes. They are not covered by Davis-Bacon. See DOL FOH 15d03(b ). · Railroad and Utility Adjustments - Davis-Bacon provisions are not applicable to: 1) the relocation work done by a public utility or railroad forces, or 2) the relocation done by a CfOntractor engaged by the utility or railroad. This has been a long-standing FHWA policy and has a basis in a May 15, 1985 legal opinion from FHW A's Chief Counsel. However, Davis-Bacon provisions apply when utility relocation work is part of a highway construction project to be performed by the highway construction contractor and/or subcontractor. Summer Youth - The US DOL has strict requirements for the employment and payment of summer youth. See DOL FOH 15e03. Helpers - Helpers are permitted on covered contracts if the helper classifications are specified in the applicable wage rate determinations. See DOL FOH 15804. Project Engineers - The contractor's project engineers are generally not considered to be laborers or mechanics and therefore are not covered. See DOL FOH 15e06. Flaggers - The US DOL has determined that the duties of f1aggers are manual or physical in nature and therefore are covered by the Davis-Bacon Act. See DOL FOH 15809(a). Em ployees of traffic service companies which rent equipment and perform only incidental functions at the work site in conjunction with the delivery of equipment are not covered. See DOL FOH 15e09(b). Inspectors - The contractor's employees who make inspections for quality and contract compliance (including quality control or quality assurance) are not usually considered to be laborers or mechanics, and therefore, are not covered. See DOL FOH 15e13. ') . . '. · Survey Crews - The actual duties of the survey crew members must be considered. Generally speaking, instrument persons, party chiefs and rod persons are not considered laborers or mechanics, and therefore are not covered. However, a crew member who primarily does manual work (clearing brush) is covered for the time so spent. See DOL FOH 15e19. · Materialmen and Suppliers - The manufacturing and delivery of supply items such as sand, gravel and ready-mixed concrete at the work site, when performed by companies serving the general public, are generally not activities covered by Davis-Bacon. See DOL FOH 15e15. · Owner-operators of Trucks and Other Hauling Equipment - As a matter of policy, the US DOL exempts truck owner-operators from Davis-Bacon coverage. The contractor's certified payrolls shoulQ show the names of the truck owner-operator with the notation "Owner-operator "but need not list hours worked or rates paid. This policy does not pertain to owner-operators of other equipment such as bulldozers, scrapers, backhoes, etc. See DOL FOH 15e16. · Truck Drivers (not truck owner operators) - After 10 years in the courts, in May 1991, the Court of Appeals for the District of Columbia reached a final decision in the case of the Buildinc and Construction Trades Deoartment vs. Midway The regulation in question, 29 CFR 5.2(/), included the "transporting of materials and Supplies to or from the building or work by the employees of the construction contractor or construction subcontractor "in the definition of work covered by the Davis-Bacon Act. The Court ruled that this regulation is inconsistent with the Act and that it conflicts with the statutory objective of the Act. In the Court's view, the Act covers only mechanics and laborers who work on the site of the Federally-funded projects and does not cover those employed off-site, such a suppliers and material delivery truck drivers. In its review of the legislative history of the Act, the Court concluded that Congress clearly intended the Act to apply only to on-site workers. Thus, the Court ruled that truck drivers who come onto the site of the work to drop off construction materials are not covered by the Act, even if they are employed by the contractor. For additional guidance concerning truck drivers, see the US DOL's Prevailinc Wace Resource Book. (.peIf, 1 mb) . Transportation Enhancement Projects - Davis-Bacon only applies to projects located on highways ' functionally classified as Federal-aid highways (not local roads, rural minor collectors or projects not located on a highway system). Therefore, Davis-Bacon does not apply to TE projects which are not on Federal-aid highways unless they are tied to a Federal-aid highway project ( See Aooendix A-145). WaffBnty Worle - Davis-Bacon coverage applies to warranty or repair work If it is prOVided for in the original construction contract. This is true regardless of whether there is a pay item for the work. If an employee spends more than 20% of hislher time in a workweek engaged in such activities on the site of the original work, he/she is covered for all time spent on the site. The contract minimum wage rates apply regardless of whether the work is done 5, 10 or even 20 years after the contract execution. . Comoliance: Enforcement of the provisions in Section IV of the Form FHW A-1273 is the ST A's responsibility. In addition to withholdings and liquidated damages, as provided for by Sections IV.7. and IV.a., the following actions may be considered for continued violations: - termination of the contract, or - for more serious violations, legal prosecution and debarment (however, only the US DOL has the statutory authority to pursue a debarment for Davis-Bacon violations). . . '. '--,,\ -:; FHWA's Apri/13, 1998 memorandum outlines the revised procedures for submitting Form FHWA-1494, "Semiannual Labor Compliance Enforcement Report". The FHWA Division Offices have the option of: 1) sending the report directly to the US DOL or 2) allowing the ST A to forward the report directly to the US DOL. Electronic submittals may be sent to Helm.Timothv((j)dol.aov. Hard copies may be faxed to: (202) 693-1425, US DOL Wage and Hour Division, Office of Enforcement Policy, Government Contracts Team, Room S-3018, 200 Constitution Avenue, N.W., Washington, D.C. 20210 (faxed copies to (202) 693- 1425). Additional Guidance: State Wace Rates. Approximately two-thirds of the States have laws establishing minimum wage rates. These laws are commonly referred to as "Little "Davis-Bacon Acts. The wage rates for about 15 of these States are predominately higher than the DOL rates. The FHW A has generally accepted the States' right to establish their own prevailing wage statutes, and rates higher than the Federal rates are implicitly approved for Federal-aid contracts. ADDlication of Davis-Bacon Act to Ferrvboat Projects. The FHW A participates in projects for the construction and reconstruction of ferryboats. An inquiry asked whether or not Davis-Bacon applies to ferryboat projects. At question was whether or not Davis-Bacon requirements had to be inclU~ed in the contract provisions. While the US DOL's current guidance, the "Prevailing Wage Resource Book", does not address the ~nstruction of ferryboats, the former guidance in the Field Operations Handbook is still applicable: "the building, alteration, and repair of ships under government contracts is work performed upon 'public works' within the meaning of the davis-bacon act. wage determinations are issued only if the location of contract performance is known when bids are solicited. "(section 15d08 - shipbuilding, alteration, repair, and maintenance) If Davis-Bacon is not Included In a ferryboat project, the DOL requires that the contract provisions include: - a statement clause that explains why the wage rate determinations are not included, - a reminder that the contractor must pay at the very least the Federal minimum wage rate, - a reminder that the contractor must submit weekly certified payroll statements, and - a reminder that the contractor must comply with all other DOL labor standards. r Table of Contents] 5. Statements and Payrolls References: ''>\ 40 U.S.C. 276(a) - Davis-Bacon Act 40 U.S.C. 276(c) - Copeland Act 23 CFR 635.118 29 CFR 3, 5 Aoolicability: ) . i. . Applies to all Federal-aid highway construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are not covered. Backaround: This section is prompted by the Copeland Act. Under the Copeland Act, workers are protected from paying "kickbacks "to employers for the "privilege "of being employed. FHWA-1273 Provisions Reoardina Pavrolls: Section V.1. The DOL regulations which implement the Copeland Act are incorporated by reference in the Form FHWA-1273. Section V.2. These regulations require that the contractor. and subcontractors. furnish weekly certified payroll statements to the ST A. The weekly payroll statement is to include information on employees and wages in order that compliance with the Davis-Bacon requirement of Section IV can be verified. Guidance: FHWA's August 7.1996 memo titled. "Electronic Submission of Weekly Payroll Records "provides guidance on the use of electronic documentation of payroll records. When such methods are used. the .records must be acceptable from an engineering. audit and legal perspective. While the US DOL has agreed that electronic weekly payroll records are acceptable under their regulations, the US DOL still insists on an original signed hard copy "Statement of Compliance". The US DOL's form WH-347. "Payroll". is available at the following website: httD:llwww.do/.oov/esalformslwhd/wh347.0df. (.pdf, 0.5 mb) Comoliance: The ST A should review the payroll statements for completeness and certification, and then "spot-check "items. such as: classification, hourly rate. authorized deduction. fringe benefits. overtime hours and rate. and net wages paid. Through employee interviews, good cross-reference checks can be made on classifications and hourly rates. The STA should refer any discrepancies to the USDOT/OIG. Although out of date in the policy area. the "FHWA Labor Compliance Manual "contains pertinent information on responsibilities and procedures. The US DOL Davis-Bacon and Related Acts COBRA} requirement for payment of prevailing wages may be found in 29 CFR Part 5. Enforcement provisions are addressed in found in Section 5.6. It states in part that, "The Federal agency shall cause such investigations to be made as may be necessary to assure compliance with the labor standards clauses required by 5.5..... ". Also. "Investigations shall be made...with such frequency as may be necessary to assure compliance. "It further states that "Such investigations shall include interviews with employees.... examination of payroll data... ". The FHWA's Implementation of the US DOL requirement Is found in Title 23. U.S. C.. section 113. Section 113 states in part that. "Ca} The Secretary {Dept. Of Transportation} shall take such action as may be necessary to insure that all laborers and mechanics employed by contractors and subcontractors on the construction work performed on highway projects on the Federal-aid highways...be paid wages at rates not less than those...as determined by the Secretary of Labor... ". The FHWA "Labor Compliance Manual "was developed to provide guidance in carrying out the above requirement. Although the manual is out of date in the compliance policy area. the information on responsibilities and procedures is still applicable. '"\ . .' . \ :. The Labor Compliance Manual defines Contracting Agency as the governmental unit in charge of the construction of a project. In the case of Federal-aid projects. it will usually be the STA but may be a subdivision of the State which acts as the agent of a State. The contracting agency is required to ensure that: (a) a representative sampling of employees is intervieWed...to verify contractors' compliance; (b) on a sampling basis, contractors' and subcontractors' payroll records.. .are reviewed. The regulation does not require 100% coverage, it requires coverage frequency boo. as may be necessary to assure compliance.. It is recommended that the division office and STA agree on what that coverage is appropriate. It is also recommended that all contractors and subcontractors on the project be included in the spot-check, and that contractors or subcontractors with violations be reviewed in more detail. [ Table of Contents] 6. Record of Materials, Supplies, and Labor References: 23 CFR 635.126 Aoolicabilitv: Applies to all Federal-aid projects in excess of $1 million that are on the National Highway System (NHS), ,excluding force account, beautification, and railroad protective device projects. Backaround: The purpose of the Form FHWA-47 is to supply information to support a data base on usage factors for various construction materials. A series of four reports are publiShed that cover aggregates, cement and bitumens, lumber, and steel construction materials. This infonnation is compiled by the Office of Program Administration, Federal-aid Programs (HIPA-10). Guidance: Section VI.1. The contractor is required to complete and submit a "Statement of Materials and Labor Used by Contractors on Highway Construction Involving Federal Funds., Form FHWA-47. _ Section V1.2. The contractor may either submit a single Fonn FHWA-47 covering all contract work or may submit individual Form FHWA-47's covering himself and each subcontractor. Comoliance: The contractor is required to submit the Fonn FHWA-47 to the STA to be verified for reasonable accuracy. If the contractor submits individual forms for the subcontractors, all the information is to be combined onto one Form FHWA-47, covering the entire project. The Form FHWA-47 is forwarded to the Office of Program Administration, Federal-aid Programs (HIPA-10) where the data is checked, coded, and computerized. Both inch-pound and metric versions of Fonn FHWA-47 are available on FHWA's web site at the following address: htto:/lwww.fhwa.dot.aov/oroaramadmin/contractslfhwa47.htm Common errors made on the Form FHWA-47 include: .'h It . . - failure to complete all the items that have been pre-marked on the Form FHWA-47 with an asterisk, - unreasonable gross labor earnings, - unrealistic data entries (Le., rebar data where there is no corresponding cement or concrete data), - lumber reported in board feet instead of thousand board feet, - the cost of materials and labor is greater than the final construction cost (with no indication that the contractor lost money), - culvert sizes reported which do not exist, etc. A review of Form FHWA-47 should detect these and similar errors and appropriate corrections should be made before the information is transmitted to Headquarters. [ Table of Contents ] 7. Subletting or Assigning the Contract References: 23 CFR 633 23 CFR 635.116 Aoolicabi/ity: Applies to all Federal-aid construction projects except non-NHS projects. Backaround: The intent of this long standing FHW A policy was to prohibit the "brokering "of a contract by a prime contractor (subletting all contract work). The FHWA policy on subcontracting was eased in 1982, in part as a result of the red tape reduction effort. The former requirement that at least 50 percent of the contract work be performed by the prime contractor was reduced to 30 percent. Current FHW A policy requires that the prime contractor perform at least 30 percent of contract work with it's own organization. This percentage shall be of the original contract price, exclusive of specialty items, but include the cost of materials and manufactured products purchased or produced by the prime contractor. The STA's may be more restrictive and specify a higher percentage if they so desire. Conversely, with adequate justification, the Division Administrator may approve a reduction or a waiver of the 30 percent self-performance requirement on a project-by-project basis. Specialty items are defined as work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organization qualified and expected to bid on the contract. In general these items are to be limited to minor components of the overall contract. As noted earlier, the amount of identified specialty work is deducted from the original contract amount before determining the total amount that may be subcontracted. The definition of specialty items is included in 23 CFR 635.102. Guidance: . ................................'h........... '1 . ..;:."""-'-'\, . , . i,. Section V11.1. The contractor is required to perform work amounting to not less than 30 percent of the original contract amount, excluding specialty items, with his own organization. Specialty items are to be designated by the STA and include items that require highly specialized knowledge, abilities, or equipment. Section VI/.2. This section clarifies that the contract amount indicated in Section VIJ.1. includes the cost of materials and manufactured products that are purchased or produced by the contractor. Section VI/.3. The provisions of this section require the contractor to provide competent supervision of the project. The contractor must employ a superintendent or foreman who will have full authority to direct the work, and be in charge of the operation. In addition, the contractor shall furnish other resources (Le., supervision, management, and engineering services), as required by the STA. Section VI/A. No portion of the work may be sublet, assigned, or otherwise subcontracted without the written consent of the ST A. Subcontract approval shall be based on satisfactory evidence that each subcontract is in writing and contains all the pertinent provisions. The approval of a subcontract does not relieve the contractor of responsibility for fulfillment of the contract. When is it necessarv to have a formal written subcontract? FHW A does not have a regulatory definition of a "subcontract". Instead we rely on the State DOTs specifications or policies for subcontracting requirements. While It is generally understood that a subcontract is appropriate where a firm other than the prime contractors is responsible for the satisfactory completion of a specific element of the contract, the actual need for a written subcontract will depend upon State DOT requirements. EmDlovee lease acreements When a contractor enters an agreement with a firm to lease employees, does this constitute a subcontract and, thus, be subject to the 30% subcontract limitation? In response to an inquiry from Texas DOT, Mr. Home's July 5, 2000 memorandum states that employee lease arrangements are acceptable for Federal-aid projects if the leased employees are under the direct supervision and control of the contractor's superintendent and/or supervisor. Leased employees may be considered to be part of the prime's "own organization "if: (1) the prime contractor maintains control over the supervision of the day-to-day activities of. the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. The key issue is supervision and control of any leased personnel. If the leased personnel are treated as employees of the prime contractor, and would be considered as such but for their actual employment by a leasing agency, then for purposes of 23 CFR Section 635.116(a) they should be considered employees of the prime contractor's organization. For the purpose of Davis-Baconcompliance, the prime's agreement with the employee leasing firm must ensure compliance with minimum wage requirements. The prime is also responsible for providing the appropriate payroll information for all leased employees. " } . . :. Subcontract aooroval The FHWA requires each subcontract to be approved in writing by the SHA. This allows some control to screen subcontractors that are not qualified or that may be ineligible (e.g., debarred). It also assures that all Federal and State requirements will be included in the subcontract. In order to reduce the amount of paper flow, the FHWA Division Administrator may permit the SHA to satisfy the subcontract approval requirement by instituting a certification process. This process must require the contractor to certify that each subcontract arrangement will be in the form of a written agreement containing all the pertinent provisions and requirements of the prime contract. The SHA must demonstrate that it has an acceptable plan for monitoring such a certification. [Table of Contents] 8. Safety: Accident Prevention (Compliance with OSHA Regulations) References: 40 U.S.C. 333 23 CFR 635.108 29 CFR 1926 Aoolicabilitv: Applies to all Federal-aid construction projects. Backoround: The administration of the national program for occupational safety and health rests with the Occupational Safety and Health Administration (OSHA) of the DOL. Many States have their own comparable programs administered by one or more State agencies. An excellent summary of safety concerns and responsibilities is presented in the 1972 AASHTO -An Informational Guide on Occupational Safety. n In response to problems experienced by DOL representatives regarding access to project sites, Section VIII.3. was added to specifically grant DOL representatives right of entry. Guidance: The FHW A is required by law to ensure compliance with construction safety standards. Section VIII.1. The provisions of this section require the contractor to comply with all applicable Federal, State, and loeallaws governing safety, health, and sanitation. The contractor is required to provide all safeguards, safety devices and protective equipment and is required to take such actions, as deemed necessary, to protect the life and health of employees and the safety of the pUblic and property. Section VIII.2. Furthermore, the contractor or subcontractor may not require or permit a laborer or mechanic to perform work under conditions which are unsanitary, hazardous, or dangerous to health or safety as determined by construction safety standards. Section VIII.3. This section specifically sets forth the right of entry of DOL representatives to any site of contract performance for the inspection or investigation of compliance with OSHA standards. ,..1..".,", .. . . Comoliance. The STA has enforcement responsibilities of State standards. In addition, the STA agency should cooperate with and alert other responsible agencies in regard to serious violations and provide full cooperation and assistance as required. [Table of Contents J 9. False Statements Concerning Highway Projects References: 18 U.S.C. 1020 23 CFR 633 23 CFR 635.119 AODlicability: Applies to all Federal-aid construction projects. Backaround: This provision is an anti-fraud statute originating from the Federal-aid Road Act of 1916. .Guidance: The making or use of false statements is a felony, punishable by fine of not more than $10,000, or imprisonment of not more than five years, or both. Making or using false claims for the pUrpose of obtaining payment against Federal funds subjects violators to forfeiture of $2,000 for each violation. Section IX. This section specifically provides that "willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. and requires that the "false staterT1entsR poster, Form FHWA-1022, shall be posted on the project. A list of reauired iob site oosters and Droiect forms is provided in Appendix A-15. A reproduction of Form FHWA-1022 is included in Appendix A-26). Comoliance: The ST A is to conduct investigations on complaints and to review records that are potentially vulnerable to fraud. It is also the STA's responsibility to furnish the prime contractor with the required poster (Form FHWA-1022) and to ensure that it is posted accordingly. The ST A should conduct a preliminary inquiry and review of records concerning any allegations of fraud. If the preliminary inquiry and review validates any of the allegations, the ST A should retain any real or potential evidence, such as documents, interview notes, etc., and contact the USDOTIOIG. [ Table of Contents J 10. Implementation of the Clean Air Act and Federal Water PollutIon Control Act References: .. (. . '\ . 33 U.S.C. 1251 42 U.S.C. 1857 23 CFR 633 23 CFR 635.107 40 CFR 15 Aoolicabilitv: Applies to all Federal-aid construction contracts and related subcontracts of $100,000 or more. Backaround: There may be facilities (e.g., asphalt or concrete plants) which are proposed for use in construction operations that do not meet air or water quality standards of the Clean Air Act or Federal Water Pollution Control Act. The Environmental Protection Agency (EPA) regulations, 40 CFR 15, require that these facilities be listed and not be used on government contracts. These facilities are included on the.GSA "Excluded Parties List Systemn (GSA List). Guidance: The Form FHWA-1273 implements EPA regulations that prohibit the use of violating facilities on government contracts. The Form FHWA-1273 provision constitutes a certification by the contractor that facilities to be used by the contractor or subcontractor in the execution of the contract are not -Violating facilities "(or potential violating facilities) by EPA. The contractor is also required to inform the STA of any notification from EPA indicating that a facility to be used for the contract is under consideration by EPA as a violating facility. [Table of Contents] 11. Certification Regarding Debarment. Suspension. Ineligibility. and Voluntary Exclusion References: 49 CFR 29 AoDlicability: Applies to all Federal-aid contracts, and related subcontracts, purChase orders, and other lower tier transactions of $25,000 or more. Backaround: Government-wide suspension and debarment regulations became effective on October 1, 1988 (49 CFR 29). As part of the Administration's initiatives to curb fraud, waste, and abuse, the President's Council for Integrity and Efficiency created an interagency task force to study the feasibility and desirability of a comprehensive suspension and debarment system encompassing the full range of Federal activities. Guidance: ;/""\ . ;' -'-." . \ . The prime contractor and lower tier participants are required to certify as to their current eligibility status. Certification is also required of all prospective participants in lower tier transactions. This includes subcontractors, material suppliers, vendors, etc. Each participant in the Federal-aid highway program must certify "that it and its principals are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency. . . and that they have not been convicted or had civil judgement rendered within the past three years for certain types of offenses. " The General Service Administration maintains a government-wide list of excluded parties. This web- based system titled, "Excluded Parties List System" (GSA List) is located at www.eols.cov. More discussion of the suspension and debarment process is contained in Chapter IV. [Table of Contents] 12. Certification Regarding the Use of Contract Funds for Lobbying References: 23 CFR 635.112(g) 49 CFR 20 Aoolicabilitv: Applies to all Federal-aid construction contracts and subcontracts exceeding $100,000. Sackaround: Lobbying limitations were established by Section 319 of Public Law 101-121 (Department of the Interior and Related Agencies Appropriations Act for fiscal year 1990). The law prohibits Federal funds from . being expended to influence, or attempt to influence, a Federal agency or Congress in connection with the awarding of any Federal contract or grant. This prohibition applies to all recipients; including lower tier subrecipients of a Federal contract or grant. Interim guidance on implementation of the lobbying certification requirements was issued by.OMS as an Interim Final Rule and published in the Federal Recister on February 26,1990. The FHWA field offices were advised of the interim guidance by memorandum dated February 7,1990. Guidance: . Prior to receiving funds in excess of $100,000 per grant, the STA must submit to the FHWA a certification that it has not and will not make any prohibited payments for lobbying. By signing the project agreement form, the STA certifies to FHWA that it will agree to comply with the lobbying restrictions in 49 CFR Part 20 (see 23 CFR 630.307(c)(5). Local agencies subrecipients, contractors, subcontractors and consultants on .contracts and subcontracts that exceed $100,000 are also required to make a lobbying certification. By signing a contract or subcontract, a prime contractor or subcontract is certifying that it will comply with lobbying restrictions. . , , . . The ST A certification is to be retained by the FHWA Division Office. Likewise, lower tier certifications are to be retained by the next higher tier (i.e., prime contractors retain their subcontractors' certifications, etc.). Any participant that has made, or agreed to make, payments for lobbying activities using non-Federal funds, is required to disclose such activities. Payments of non-Federal funds to regularly employed officers or employees of the agency or firm are exempt from the disclosure requirement. All disclosure forms. includina those bv lower tier recioients. are to be forwarded to the Division Administrator bv the STA (.pdf, 50 kb). Formerly, the disclosure forms were forwarded to the FHWA Office of Program Administration (HIPA-30) for further processing in accordance with OM8 guidance. However, the Lobbying Disclosure Act of 1995 eliminated the requirement for agencies to forward this information to Congress. Thus the lobbying disclosure forms should be maintained at the Division Office. Note: The fiscal year 2002 appropriations bill (Public Law 107-87 Section 325) included an anti-lobbying provision that also prohibits the use of Federal funds for lobbying State legislatures. It is noted that the US DOT anti-lobbying certification requirements in 49 C.F.R. Part 20 do not address ~ legislatures. The temporary nature of an appropriations bill does not warrant a change in the US DOT regulation, however, contracting agencies may elect to include a clause in their project agreements to reference this law and ensure compliance with the intent of Congress. It is also noted that the FHWA's regulations conceming the Federal-aid project agreement (23 C.F.R. 630.112(a)} require compliance with all Federal laws and regulations. tTable of Contents] 13. Employment Preference for Appalachian Contracts (Attachment A) References: 40 U.S.C. Appendix 201 23 CFR 6338 Aoolicability: Applies to projects funded under the Appalachian Regional Commission (ARC). These provisions only apply to ARC funded projects and not all projects in the Appalachia region (even if they are on the Appalachia Development Highway System). Backaround: Appalachian Development Highway projects are comparable to Federal-aid projects. The "Appalachian "projects are administered by the ST A under the auspices of the Appalachian Regional Commission (prior to the 1993 revisions to the Form FHWA-1273, the required contract provisions for Appalachian projects were contained in the Form PR-1316). The Commission, established by the Appalachian Regional Development Act of 1965, is comprised of the Governors of the thirteen States of the Appalachian Region. The Commission is empowered to formulate rules for the use of funds earmarked for the Appalachian Region. These funds are appropriated from the general fund and have been used, in addition to highways, for schools, libraries, water and sewer treatment plants, medical treatment facilities etc. The 13 States of the Appalachian Region are Alabama, Georgia, Kentucky, Maryland, Mississippi, New York, North Carolina, Ohio, Pennsylvania, South Carolina, Tennessee, Virginia, and West Virginia. !.t.,W'~':"'~\.,. t- '1 . . '. However, since the text of the Form PR-1316 is physically incorporated into the regulations (23 CFR 633), updating of the form must be done through the rule making process. The only significant difference between the Form PR-1316 and the Form FHWA-1273 is the Appalachian local labor hiring preference requirements of the Form PR-1316. The additional requirements for Appalachian projects have been included in Attachment A, Form FHW A-1273A. By replacing the Form PR-1316 with the Form FHW A- 1273 and Form FHWA-1273A, consistent contract requirements are applied to Federally funded highway projects. Guidance: This provision requires that 80 percent of the employees, excluding supervisory personnel, be from the local labor market. Certain craft classifications that require specific experience or expertise may be also be excluded. Rates of less than 80 percent may be permitted upon certification by the State Employment Board that sufficient employees from the specified area are not available. To verify compliance with this requirement, the contractor is required to indicate on the payroll records whether or not each employee normally resides in the specified labor area (refer to Section V.2.b. of the Form FHWA-1273). . The material preference provisions of 23 CFR 633.207(e} where inadvertently omitted when Form FHWA- 1273 - Attachment A was revised in 1994. This provision allows ST As to give a special preference for the use of mineral resources native to the Appalachian region. Future revisions of Attachment A -will include this provision. - - --.-. . . - -------___.__u "'""..u... "'"',.UU..."UW.l1 r i1l U\,;JpWll S IVlanUaJ ana Keterence Uuide 200... Page 1 of 17 '} . 1. Buy America References: B. Other Contract Provisions 23 CFR 635.410 19&2 STAA"Section 165 ISTEA Section 1041(a) and 1048(a) Applicability: Applicable to all Federal-aid construction projects Background: Federal domestic procurement requirements have been around since 1933. The original requirements, commonly referred to as the "Buy American" requirements, are found In 41 CFR 10a-10d, and apply only to direct Federal procurement activities. A direct Federal procurement occurs when a Federal government agency makes the purchase or awards a contract Construction contracts done under the Federal Lands Highways program are e)(~mples of Federal direct procurements. ~_J' -_'...., The STAA of 1978 (Pub. L. 95-599), f401 expanded domestic procurement coverage to the Federal-aid highway program by establishing "Buy America "requirements. Current Buy America polley is based on g165 of the STAA of 1982 (Pub. L. 97-424), as amended by ISTEA, and applies to all Federal-aid construction projects. Projects located on highways classified as local roads and rural minor collectors and transportation enhancement projects are also covered by these requirements. . g165 initially covered cement, steel and manufactured products. However, in developing the implementing regulations, FHW A determined that Congress had not intended to cover all manufactured products and therefore, FHWA's regulations cover only manufactured products containing iron and steel. Due to concerns about an inadequate domestic supply of cement, 1165 was amended In 1983 to limit the coverage to steel materials and products only. Subsequently, ISTEA, 11048(a) amended g165 to include iron. Further, ISTEA, 11041(a) defined the action of applying a coating to a covered material and products (I.e., steel or iron) as a manufacturing process subject to Buy America requirements. In 1994, FHWA issued two nationwide waivers: the first in February covered a list of specific ferryboat parts; the second in August, covered pig iron, scrap, raw alloy materials, and processed, pelletized or reduced iron ore. These waivers are still in effect. Guidance: Simply stated, the current regulations require the use of dome~tlc staal and iron in Federally-funded construction projects. All foreign steel and iron materials and products are covered by Buy America regardless of the percentage they comprise in a manufactured product or the form they may take. The regulations allow bidders and the contracting agency some latitude through minimum use, waivers, and alternate bids. . All manufacturing processes must take place domestically. Manufacturing begins with the initial melting and mixing, a:-:d continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. These processes include rolling, extruding, machining, bending, grinding, drilling and coating. "Coating "includes epoxy coating, httn ~ / /www.fhwa.dot.Q.ov/nrOlzramadmin/contractslcorIIB.htm ~/? AJ? ()()I\ ,/""'''''''::"., . :., '. .---r -.... - ....--..--. -..- ...,,""".........-.,a.a.""'... uu..IU,,", ~vv... .c4~C ~ ur J. I .. ". ..." '/"' galvanizing, painting, or any other coating that protects or enhances the value of the material. Buy America does not apply to raw materials (iron ore and alloys), scrap, pig iron or processed, pelletized, and reduced iron ore. Insufficient domestic supplies of raw materials caused FHWA to Issue a nationwide waiver allowing foreign source supplies of these items. The waiver may be found in the August 23, 1994 Federal Reaister on page 59 FR 43376. If domestically produced steel billets or iron ingots are shipped overseas for any manufacturing process, and then returned to the U.S., the resulting product does not conform with the Buy America requirements. Mr. Weseman's memorandum of Julv 6. 1989 (Appendix A-32) provides further guidance. The manufacturing process for a steelllron product is considered complete when the product is ready for use as an item (e.g., fencing, posts, girders, pipe, manhole cover, etc.) or could be incorporated as a component of a more complex product through a further manufacturing process (e.g., the case for a traffic signal head). The final assembly process does not need' to be accomplished domestically so long as the steelllron component is only installed and no manufacturing process Is performed on the steelllron component. Example: shapes produced domestically from foreign source steel billets are not acceptable under Buy America since the Initial melting and mixing of alloys to create the steel oCcurred In a foreign country; Example: all welding must take place domestically since the welding rod itself Is typically an iron/steel product and the welding process substantially alters the rod. Buy America does not apply to minimal use of iron/steel materials provided that the total cost of all foreign source items used in the project, as delivered to the project site, Is less than $2500 or one-tenth-of-one- percent of the contract amount, whichever is greater. If a supplier or fabricator wishes to use a partial fabrication process where domestic and foreign source components are assembled at a domestic location, the "as delivered cost "of the foreign components should include any transportation, assembly and testing costs required to install them in the final product For the Buy America requirements to apply, the steel or iron product must be permanently incorporated into the project. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework, Ate. Further, Buy America does not apply to materials which remain in place at the contractor's convenience. The practice of making otherwise eligible items non-participating for the purpose of circumventing the Buy America requirements is unacceptable and should not be approved in Federal-aid projects. There is no clear-cut rule for resolving an after-the-fact discovery of an inadvertent Incorporation of an excess amount of foreign materials into a project. Each situation should be resolved on a case-by-case basis. Buy America provisions apply to all material Incorporated In a Federal-aid project, even if an item is rendered as a "donated material "in accordance with 23 U.S.C. 323 - Donations and Credits. While States and local governments may receive a credit for donated material, this material must generally comply with Buy America requirements. There have been instances, where FHWA Divisions have approved Buy America waivers for the donation of material from existing stockpiles of locally owned material. The use of existing material was determined to be in the public interest, however, the procurement of new material for a donation would not generally be considered for a waiver. Waivers. With prior concurrence from Headquarters, the FHWA Division Administrator may grant a waiver of the Buy America requirements for specific projects if it can be shown that: h Un:/ /www.fhwa.dot.eov/orogramadmin/contracts/corIIB.htm 5/24/2006 i . . - ------ ___u ~ - ......y....u ., .1UCU1U41 cw.U .1'\.CICrCnCe \.iUlae lUU... Page 3 of 17 a. following the requirements is inconsistent with the public interest; or b. insufficient quantities of satisfactory quality domestic products are available. Only under very limited circumstances will materials delivery delay be considered as grounds for a waiver. The cost differential between domestic and foreign products is generally not grounds for a waiver. Approval authority for waivers of Buy America requirements ~ be delegated to the STA for any FHWA-funded contract When domestic steel products are available, we should not be granting a Buy America waiver to assist in meeting the contractor's schedule. The contracting agency should be aware of our Buy America requirements and consider these issues in the design and specification development process. Contractors must be aware of the Buy America contract provisions and take this into account in developing their anticipated schedules and bids for a construction project. Only the Federal Highway Administrator may grant nationwide waivers, which are done through the public rulemaklng process. To date, two nationwide waivers have been approved. One dealt with the issue of raw materials; and Includes scrap; pig Iron; processed, pelletized, and reduced iron ore; and raw alloys. The second waiver deals with specific equipment and machinery Items required for ferryboats. The items included In the waiver are marine diesel engines, electrical switchboards and switchgear, electric motors, pumps, ventilation fans, boilers, electrical controls, and electronic equipment. Items not specifically Included in these waivers remain subject to the Buy America requirements. A State may apply for a waiver of the Buy America provisions If it believes that a waiver is warranted. The ST A should submit the waiver request with supporting information to the FHWA Division Administrator sufficiently in advance of need (preferably during the preliminary engineering stage,in order to allow time for proper review and act/on). For Headquarters's prior concurrence review of the waiver request, the supporting Information must Include: 1. Project number/description, project cost, waiver item, item cost, country of origin for the product and reason for the waiver; and, 2. .~alysis of re-design of the project using alternate or approved equal domestic product. FHWA Division Offices should correspond directly with Mr. Edwin Okonkwo, HIPA-30, Phone 202-366-1558; Fax: 202-366-3988. NAFTA On March 17, 1994, the Federal Highway Administrator wrote to the American Road and Transportation Builders Association to indicate that the North American Free Trade Agreement (NAFTA) does not affect the Buy America requirements for the Federal-ald highway program. Article 1001 of NAFTA expressly exempts grants, loans, cooperative agreements, and other forms of Federal financial assistance from its coverage. Unless, future negotiations among the US, Canada and Mexico create additional requirements, or additional statutory requirements are Implemented, the NAFTA does not affect Buy America requirements. Alternative Blddina Procedures. An alternative bidding procedure may be used to justify the use of foreign steel or iron. Under this procedure, the total project Is bid using two alternatives: one which Is based on foreign source products, and the second, using domestic products. The use of foreign products may be justified if the lowest total bid based on domestic steel or iron products is 25 percent more than the lowest bid using corresponding foreign steel or iron products. The 25 percent differential applies to the total bid for the entire project, not just the bids for the steel or Iron products. httn:llwww.fhwa.dot.lZov/orogramadminlcontractslcorIIB.htm 5/241200il '\ . . ......,~ '. ~ate Restrictions. States may have "Buy America "provisions that are more restrictive than the Federal requli6iTlI:m~ (for example: products such as crumb rubber, glass, plastic, aluminum that are not covered by the FHWA Buy America provisions). However, the more restrictive provisions must be required by State law. If more restrictive requirements are Imposed as a matter of State policy, directive or regulation, the FHWA requires a State legal opinion that the requirements are authorized under State law and do not conflict with the competitive bidding statutes of the State. The State law or policy may not establish an In-State materials preference. Enforcement. The State is responsible for enforcing the Buy America provisions. Generally, the materials certification process has been adequate for determining compliance; however, there are some products for which origin is difficult to ascertain. The contract provisions should require the contractor to provide a definitive statement about the origin of all products covered under the Buy America provisions. Another option is to use step certification for products. Under step certification, each handler of the product (supplier, fabricator, manufacturer, processor, etc.) certifies that their step in the process was domestically performed. Both AASHTO and FHWA encourage the use of step certification. Refer to AASHTO guidance on step certifications. Cargo Preference The Cargo Preference Act: P.L. 83-644 (August 26,1954), as amended, contains permanent legislation concerning the transportation of waterborne cargoes In U.S.-flag vessels. The Act requires that certain productS be shipped on privately owned U.S.-reglstered vessels. .' Mr. Farris's February 19, 1988 memorandum clarified that the Cargo Preference Act requirements are not to be imposed on any materials, supplies or equipment used on or In Federal-aid projects. [Table of Contents] [Glossary] 2. Disadvantaged Business Enterprise References: 49 CFR Part 26 (DBE Regulations) 49 CFR Part 21 (Title VI Regulations) 23 USC 140(c) 23 CFR 200 & 230 US DOT. Office of Small and Disadvantaaed Business Utilization. Disadvantaaed Business Enterorise home ~ FHWA. Disadvantaged Business Enterorise. Community of Practice for contract administration issues Applicability: Applies to all Federal-aid highway construction projects. Background: Title VI of the Civil Rights Act of 1964 is the legislation that forms the foundation for the creation of the DBE Program. Other efforts that followed include: httD:/ /www.thwa.dot.gov/orogramadminlcontractslcorIIB.htm 5/24/2006 ___n___ - - - -----------..-- --.- ...._............U... ...U...&}I..U.... u.a.uuucu CU.lU .l.'\.l;;i.ll;;i.ll;;i.l.l"~ UUIU~ ~vv... rage;) or 11 · Executive Order 11625 (October 13, 1971) .. · DOT Regulations (1980); These regulations required the States to develop and implement Affirmative Action Programs to promote Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) participation in Federal-aid contracts. As a result, the States achieved 3.0% MBE and 0.6% WBE participation rates on Federal-aid contracts during tl'!.e year the regulations became effective. · STAA of 1982; This legislation established a national minimum annual goal of 10% MBE participation across the board in all the States. . STURAA of 1987; This act included the following key provisions: a. continuation of the annual 10% national goal, b. inclusion of women business enterprises (WBE) as DBE's, c. establishment of DBE maximum business size standards, and d. establishment of DOT uniform certification criteria. · ISTEA 1991; This act continued the basic program elements as established or modified by the STURAA of 1987. The program changes included a modification to the business size standard, increasing its threshold to $16,600,000 average gross receipts over three years, and a change in the reporting requirements to Congress on DBE program participation. . · February 2, 1999 Final DBE Rule. These regulations provided sweeping changes in the DBE program to implement the "narrow tailoring "requirements of the Adarand v. .Pena Supreme Court Decision (see narrative below). Guidance: By regulatory definition, a DBE is " . . . a for-profit small business concem" - (1) That is at least 51 percent owned by one or more individuals who are both socially and economically disadvantaged or, in the case of a corporation, In which 51 percent of the stock is owned by one or more such individuals; and (2) Whose management and daily business operations are controlled by one or more of the socially and economically disadvantaged individuals who own it ". All Federal-aid projects, regardless or system or "state-approval "status are subject to the legislative and regulatory DBE requirements. FHWA must continue to approve each State's DBE program and its annual goals to ensure compliance with all DBE Program requirements. The main objective of the DBE Program is to ensure that DBE firms have an opportunity to participate in DOT funded contracts. Effective administration of the DBE program requires full understanding of the program, including its goals and objectives. It Is not the intent of this manual to provide detailed information on the DBE Program. An excellent reference source, in addition to the cited Federal regulations, is the "DBE Program Administration Manual. "This manual was developed from a collaborative effort between the Contract Administration Group (HIPA-30) and the Office of Civil Rights and is used as a participanfs manual in a training course with the same title. \. It is desirable from a contract administration perspective to highlight the following points: · The DBE participation requirements in Federal-aid highway contracts are contract provisions like any htto://www.fhwa.dot.lZov/oro2famadmin/contractslcorlffi.htm 5/24/2006 " . . '. ......"uu__.. --..~~---.."... ......VA.... ""'W&AA,",Wn,UU'" OUu.....,cun" J.YUUU,lAl A11U ~~l~l~U"'~ UWU~ ""uu... rage 0 or 11 other contract provisions (I.e., predetermined minimum wage, Buy America provisions, and statements and payrolls, etc.), and should be administered as such. : DeE ::dminlstratlve issues that will require review and attention may arise during a project. These issues will require the reviewer to have an adequate background of the DBE Program and may include such items as: DBE Specifications and contract provisions should include the following: o DBE Program Policy o Definitions o DBE Contract Goal o Eligibility Criteria o Good Faith Effort Provisions o DBE Obligations o Sanctions on Failure to Comply with DBE Requirements o Determination Procedures on Counting DBE participation towards the DBE Goal o Award Documentation and Procedures o Post Award Compliance Provisions o Records and Reporting Requirements The two most prevalent forms of fraud and abuse that occur In the DBE Program are: o an ineligible firm is certified . 0 a legitimate DBE firm falls to perform a commercially useful function. Certification decisions address the nature of a firms ownership and structure, and serve as the first safeguard for preventing fraud and abuse. While commercially useful function Is primarily concerned with the role a certified firm has played In a partiCUlar transaction, and serves as the second line of defense against fraud and abuse. Commercially useful function determinations occur during the administration of the project. Items to review in these determinations Include: . the DBE's management of the work . whether the DBE is utilizing hislher work force . whether the DBE owns/rents hislher equipment · whether the DBE Is utilizing hlslher own materials Other contract administration items include: · replacement or substitution of DBE's during the contract · Good Faith Effort determinations on the part of the prime contractor to comply with DBE program requirements · crediting DBE participation in a contract · record keeping/reporting requirements of the State and contractor . program monitoring by the ST A . sanctions for non-compliance Difficulties with any matter regarding the DBE Program should be brought to the attention of the STA's Office of Civil Rights, or equivalent. This office contains the expertise needed to deal with contract matters that may arise involving the DBE Program. FHWA ResDonsibllities. The FHWA field engineers should be familiar with the general provisions of the DBE htto:/ /www.fhwadot.gov/programadminlcontracts/corIIB.htm 5/24/2006 . . . - ____n_ - - - ------______._u ""'-.... ""'....................u. .I. CUU\ll}l4UL ~ lV.lWlUW anu KelerenCe UUl<1e ~UU... Page 7 of 17 Program and have responsibility to: · encourage the utilization of DBE contractors and subcontractors · encourage the utilization of DBE consulting firms · include DBE considerations In such functions as: o PS&E reviews o authorization actions o contract solicitation and award processes o project inspections o process reviews, etc. · provide technical advice, assistance, and services to the STAin regard to the administration of the DBE program · coordinate with the FHWA Resource Center Office of Civil Rights and other program office activities · maintain liaisons with DBE organizations · provide required or requested reports to FHWA headquarters. DBE SUPDort Services DBE supportive services funding was first authorized under the Surface Transportation Assistance Act of 1982. It is FHWA's policy to promote Increased participation of DBEs In Federal-ald highway contracts, In part, through the development and Implementation of cost effective supportive services programs through the ST As. Subject to the availability of funds under 23 U.S.C. 140(c), a State highway agency may establish procedures to develop and conduct training and provide technical assistance specifically for the benefit of disadvantaged firms. The assistance may Include training In estimating, plan reading, basic accounting skills, record keeping and many other skills associated with operating a construction business. Supportive services funds cannot be used to finance the training of State DOT employees, to provide services In support of such training or to provide bonus payments to supportive services contractors. [ Table of Contents] [ Glossary ] 3. Indian Preference on Federal-ald Projects Refai6i"icas: 23 U.S.C. 140 23 CFR 635.117 Aoplicability: Applies to any Federal-aid highway construction project meeting the criteria described under "Guidance" Backaround: In 1985, the FHWA determined, based on the opinion of the Chief Counsel, that Title 23 precluded States from requiring contractors on Federal-aid contracts to give Indians preference in employment. Subsequently, Congress, in Section 122 of the STURAA of 1987. amended .Sectlon 140 of Title 23 to permit States to show such preference on Federal-aid projects located on "Indian reservation roads, "as defined in Section 101 of Title 23. The preference Is not mandatory. httn:/ /www.fhwa.dot.eov/nroe:ramadmin/contracts/corllB.htm 51241200li i""'''.....", '. '. . --- ____u & -......t'oo.&U" m.CU1UCll WIU Kererence Uwde 200... Page 8 of 17 Therefore, by memorandum dated May 8, 1987, the FHWA established its policy based on the legislative change. The FHWA advised Its field offices that the revised 23 U.S.C. 140 allowed, but did not require, Indian employment preference on qualified Federal-aid projects. SUbsequently, the FHWA received correspondence from the Chairman of the EEO Commission and the leade~~ of the Senate Committee on Environment and Public Wortcs. Both expressed concerns that the ... FHWA had not gone far enough In its implementation of Section 122 of the 1987 STURAA. In response, the FHWA issued a memorandum to the field offices dated October 6,1987, which further clarified of the Agency's Indian preference polley. This memorandum supplemented the May 8,1987 memorandum and addressed the significant issues contained In the Senate Committee Report which accompanied the 1987 STURAA. The passage of the ISTEA continued the basic program elements as established in the 1987 STURAA. The only noted change was that States may now Implement an Indian employment preference provision on projects near Indian reservations. The FHWA Notice N 4720.7, dated March 15, 1993 addresses this legislative change to Section 140(d) of 23 U.S.C. and consolidates all previous guidance to the field on Indian employment preference. This Notice sets forth the FHWA's current policy on this subject. Guidance: An ST A may implement procedures or requirements which extend preferential employment to all Indians. Recruiting efforts may be targeted toward those living on or near a reservation or Indian lands. Indian preference shall be applied without regard to tribal affiliation or place of enrollment. Indians previously hired by a contractor shall be Included as part of the contractor's core-crew. In no Instance should a contractor be compelled to layoff or terminate a core-crew employee (regardless of Indian or hon-indianstatus) to meet a preference goal. Projects eligible for Indian employment preference are those located on roads within, or providing access to an Indian reservation or other Indian lands (as defined under the term "Indian reservation roads 'n Section 101 of Title 23), and projects located on roads that are "near "the boundaries of reservations. Roads "near "an Indian reservation are defined as those within a reasonable commuting distance from the reservation. Accordingly, States are encouraged to wortc together with Indian tribes and their Tribal Employment Rights Offices (TERO's) to develop contract provisfons which will promote employment opportunities for Indians on eligible Federal-aid highway projects. Reasonable overall employment goals for Indians, and the requirements which can be used to achieve such goals, should be agreed upon in advance and made part of the contract documents. In setting the employment goals, consideration should be given to the scope of the contract and the potential employment requirements of the contractor beyond its core-crew. Once established, the goals should only be changed by the State following consultation with the Indian tribal representative and the contractor and only after good faith efforts to achieve the original goals. Sanctions for failure to meet the employment goals should be determined in advance and be made a part of the contract to facilitate enforcement. TERO Tax: Many tribes have established a TERO tax, which Is applied to contracts for projects performed on the reservation. TERO tax receipts are used to support the TERO. The tax may only be imposed on a project within the reservation's boundaries, as Indian tribes do not have any tax authority off the reservations. However, in off reservation situations, the TERO may biJ/ the contractor at an agreed upon rate for services rendered, e.g., recruitment, employee referral and related supportive services. TERO service fees are not httn:llwww.fhwa.dot.2ov/orogramadminlcontractslcorllB.htm ti/'M.nf'lf'lF. 'Vvu.... ..."'. ~ L\,'UUU...uauvu ......V.... "-"UIU\,,UIUUI r i:LI. U\:api:1llL IS IVlanUi:1I ana Kererence liUIQe ~uu... .Page 9 of 17 .. eligible for Federal participation. If a portion of a proposed project Is not within the reservation boundaries, that portion which will be subject to the TERO tax should be clearly indicated. FHWA will participate In any State or local tax provided the tax does not discriminate or single out Federal- aid highway construction contracts. Therefore, if the TERO tax rate on highway construction contracts Is the same as that imposed on other contracts on the reservation, such costs are eligible for Federal-aid reimbursement. Tribal Construction of Federal-aid Prolects In general, Federal-aid projects are subject to 23 U.S.C. S 112. and therefore, competitive bidding requirements. However, there may be instances where it Is appropriate to allow the tribe to perform the work with its own forces. Title 23 U.S.C. Section 112(b) provides for another method of contracting, where it can be demonstrated that It is more cost effective or an emergency exists. The authority to determine cost effectiveness has been delegated to the FHWA Division Administrator In each State. If the ST A desires, the Stewardship Agreement could delegate the cost effectiveness determination to the STA for non-NHS projects. FHWA does have experience where Transportation Enhancement projects have. been funded on Indian lands. In some instances, a determination was made by the STA that it was more cost effective to have the tribe construct the project The ST A entered into a formal agreement with the tribe (similar to a local agency project agreement) which allowed the tribe to both administer and construct the project. On Federal-aid projects, the STA determines whether the tribe Is equipped to administer the work, including accounting procedures. prior to the agreement being signed. Because the project Is not administered by the Bureau of Indian Affairs, P.L. 93-638 procedures do not apply. Instead, State contracting procedures apply. . [ Table of Contents] [ Glossary ] 4. NoncoJluslon Statement References: 23 U.S.C. 112 23 CFR 635.112(f) Aoplicability: ApfJliei (u aii Federal-aid highway construction projects. Backaround: The submission of a noncollusion statement protects the integrity of the Federal-aid highway program by serving as a deterrent to bid rigging activities. The certification also becomes evidence in prosecuting cases involving construction contract bid rigging. . Prior to 1986, noncol/uslon affidavits were required only from the successful low bidders although the AASHTO encouraged States to require a signed certification from all bidders. A copy of the 1981 AASHTO publication Suagested Guidelines for Strengthening Biddina and Contract Procedures Is included in the Appendix (see Appendix A-34 to A-45). Also, the U.S. Department of Justice lDOJ) Antitrust Division strongly encouraged that noncollusion affidavits be required from all bidders (Appendix A-46 to A-61). In response, the FHWA changed the regulations and now aI/ bidders are required to submit a noncollusion statement. httD:/ /www.fhwa.dot.gov/orogramadmin/contractslcorIIB.htm 5/2412006 <;,.,'\ J . . .. --.... --' - .-......w.u.......,u '-'...,~... '-'UJ.U,","'lUJ.U r c:u U"'.Pi:UU IS .lVli:UlUal anu KeIerenCe uUIGe I.... Page 1 U of 17 Guidance: A noncollusion statement is required from all bidders and is to be submitted as part of the bid proposal package. Failure to submit the required certification will result in the bid being considered as non-responsive and ineligible for award consideration. The STAs are required to include provisions in the bidding proposals that require all bidders to include a noncol!u!ior. statement with their bid. The FHWA, in consultation with the DOJ, has concluded that the noncollusion statement may be either an unsworn declaration made under penalty of peljury under the laws of the U.S., or a sworn affidavit executed and sworn before a person who is authorized to administer oaths by the laws of the State. All noncollusion certifications shall be retained by the STA in accordance with the retention polley of 49 CFR 18.42. These certifications could serve as important evidence in the event that collusion or bid rigging is discovered at a later date. If for any reason, a person feels that fraud has occurred, they should contact the nearest USDOT/OIG office. This may be based on a suspicion or actual evidence of fraud, waste, and abuse in any project funded by FHWA. See See Accendlx A-1 to A-4 for details. [Table of Contents) [Glossary ] 5. On-the-Job Training References: 23 CFR 230 Subpart A 23 U.S.C. 140(a) - Federal-aid Highway Act of 1968 (OJT Program) 23 u.$.e. 140(b) - Federal-Aid Highway Act of 1970 (OJT Supportive Services Program) Apolicability: Applies to all Federal-aid highway construction projects. Background: During the late 1960's and early 1970's it was recognized that a need existed to train minority employees in the highway construction trades. Though minorities had been employed in highway construction for a number of years, they were usually assigned the more labor-intensive jobs or the lower paying jobs In the semi-skilled or unskilled labor classifications. Discrimination based on SdX has alway& been prohibited in Ul& highway construction industry; however, the role of women in the industry was not specifically addressed until 1975. Since 1975, a conscientious effort has been made to train and employ women in nontraditional jobs (i.e., highway construction skilled trades). Section 1208(a) of the Transportation Equity Act for the 21st Century (TEA-21) allows STAs to reserve training positions for welfare recipients. This section requires that such positions shall not cause current employees to be dispiaced or current positions to be supplanted. Guidance: htto:/ /www.fhwa.dot.gov/proJUamadminlcontractslcorIIB.htm 5/24/2006 '\ . . . __....___.... --...-.----..--- --..- --.....--..-.... -"........1'....... WI ................. ............. .&....""'.&."".....,.&.1.,.,,., ~w.4~'" 4#... .I. "5'"' J..1. V.l .11 The objectives of the OJT Program are to: . provide training and improve the skills of women and minorities so that they have the opportunity and access to the higher paying skilled trade jobs and journeyman positions, and . broaden the labor pool to meet the projected future labor needs In the construction industry. FHWA does not require that 100 percent of the trainees and apprentices on a project be minority or women. However, for trades in which minorities or women are under-represented, a malorlty of the training positions on that project must be filled by minorities or women. The contractor must demonstrate a systematic and direct recruitment effort to comply with the contracfs training special provisions. The OJT program involves several major components and involves shared responsibilities between the FHWA, the STA. and the contractor. These components Include: . Develooment of Statewide Training Goals - According to the regulations, the STA's overall statewide training goals are to be developed by the FHWA based on Federal-aid apportioned amounts and minority populations. However, In actual practice the FHWA requests the STA's to submit recommended calendar year goals for approval, which are to be based on the following factors: o the type and duration of projects, o the estimated number of projects to be awarded during the year, o letting referrals, o the changing character of projects. and o the interrelationship of the above factors and any other relevant factors. . Assignment of Contract Training Goals - The STA assigns the training goals for each contract. The contracts selected for a training goal and the goal set for each contract should be based on: o availability of minorities and women in the project vicinity, o potential for effective training, o duration of the contract(s), o dollar value (Slots should not be assigned based on do!lar value of contracts alone), o total anticipated work force, o geographical location, o type of work o need for journeyman in the area and by type of trade, o statewide goal, and o satisfactory ratio of journeyman to trainee expected during normal operation of the construction project (ordinarily in the range of 10:1 to 4:1). The contract training goal is the actual number of training positions or slots required on the project. The OJT Program requires that a special provision to be placed in the contract which specifies the number of trainees that are to be assigned to various appropriate highway construction skilled crafts for actual hands-on experience. If a trainee quits or Is terminated, the slot is to be refilled until a trainee completes the program. If a contractor does not attain the contract training goal for the project, the contractor could be subject to monetary penalties. The Alaska Department of Transportation and Public Facilities establishes a monetary penalty equal to the number of training hours remaining multiplied by the prevailing wage. . Development and Acceotance of the OJT Program at the Proiect Level Prior to Commencing Construction - The contractor shall submit to the STA, for approval, the commitment in terms of the httn:/ /www.fhwa.dot.gov/orogramadminlcontractslcorIIB.htm 5/24/2006 -- ... --.-. -- -...-... - -....-.-... .. --W&.t'~"'" .....&.............. w.&.&.... ...~'"".I.""...""......'"''-'' '-'UJ.Uw ~... .c d,l!>ti 1~ UJ. .1/ , . number of trainees to be trained for each selected classification and the training programs to be utilized. Note: In unionized States, apprenticeship programs have been developed by the various trade unions and are registered with the DOL, Bureau of Apprenticeship and Training (BAT). These training . programs are acceptable for use on Federal-ald projects but may not require employees to be or become union members. The STA must review, analyze, accept or reject training programs proposed by the contractor. The ST A should ensure that: o proposed training programs are reasonable and realistic based on the job skill classification, and o the number of training hours specified In the training program Is consistent with the projecfs duration and sufficiently long enough for the trainee to obtain journeyman level status. The contractor recruits and selects the trainees. However, the contractor may receive assistance from outside sources to accomplish this task. For example, in unionized States, local unions may refer trainees or apprentices to the contractor. . · Provide Training - Once the contractor's training program has been finalized and approved by the ST A, the trainees in each training slot begin hands-on training at the project site. Normally, the trainees are paid a percentage of the journeyman's wages (Oavis-8acon rates). The following payment plan is required in the FHWA Training Special Provisions (23 CFR 230 A - Appendix B). o 60 percent of the journeyman's wages for the first half of the training period, o 75 percent of the journeyman's wages for the third quarter of the training period, and o 90 percent of the journeyman's wages for the last quarter of the training period. · Determination on the Adeauacy of Training - the contractor must periodically evaluate the training provided, and the trainee's progress. · ReDortina Requirements - Since 1983, the FHWA has required information to be submitted on the number of trainees and the job dassifications In which training Is occurring. The FHWA requires this information to be submitted on Forms FHWA-1391 and FHWA-1392 which are to be prepared by the STA and the contractor and submitted to the OffIce of Civil Rights (HCR-10). · ResDonsibilities - The ST A has the primary responsibility to monitor and determine the effectiveness of on-tha-job training. The FHWA has oversight responsibility to provide guidance and assistance, and to concur in proposed project training provisions, project goals, and proposed training programs. The STA and the FHWA share the responsibility of determining: , . o the number of trainees that complete training, o the number of trainees upgraded to journeyman-level status, o the level of skills attained, and o whether the statewide training program Is meeting the needs of the construction industry ffigarding work force requirements and level of skills. http://www.thwa.dot.~ov/programadminlcontractslcorIIB.htm 5/24/2006 " \ . . . '"'v.......-.. .....u~..........v.. '"'v..., ",............',U,,"U.L cuu"'.pcun;:t .VUU.I.Ul.l GUU ~l;iJ.l;ill;ill"l;i UUIUe;:: .J.... rage 1-' ot 1" . OJT Reimbursement Provisions - Payment for training is made by the FHWA to the STA on a reimbursement basis. The training special provisions provide for a monetary incentive to the contractor to establish a project training program either at the rate of $0.80 per hour (generally felt to be inadequate to fully cover the costs incurred by the contractor), or . The STA has the option of permitting the contractor to bid on the training program provisions as a bid. item. The ST A will be reimbursed with Federal-aid construction funds at the same pro rata basis as the construction cost of the project. Additionally, some STA's have chosen to make training incidental to the cost of construction. OJT Pilot Programs Michigan, Ohio and Colorado have Implemented pilot programs to meet the objectives of the OJT program. During fiscal year 1996, Michigan DOT assigned 185 training slots to construction projects but only 25 trainees completed their programs. Of these trainees, 24% were minority males, 52% females, and 24% Caucasian males. MOOT noted the following barriers in the implementation of a successful OJT program: . retention of the trainees by contractors once the training on the project Is completed; . inconsistencies in the content and quality of the training provided; and, . lack of flexibility for contractors in assigning trainees In response to this problem, MOOT Implemented a pilot OJT program to give the contracting industry more responsibility for planning, assigning, training, and retaining trainees In consideration of their long-rage workforce needs. MOOT allocates training assignments to prequallfled contractors annually based on a contractor's three-year average gross receipts. The contractor must plan, schedule and implement an OJT program to meet the program objectives. To date, the industry has been supportive of this prog.ram and preliminary results Indicate an improvement In program effectiveness. Sanctions: The STA, the contractor, and FHWA ~ take appropriate corrective actions to ensure the adequacy and effectiveness of the training provided. Unfortunately there are no strong Federally regulated sanctions for non-compliance. However, the STA's are encouraged to develop and adopt sanctions that provide incentives for the contracting industry to pursue "good faith efforts "to comply with the OJT Program's intent. Such sanctions could include withholding progress payments or removal of prequaliflcatlon status. OJT Supportive Services: The purpose of OJT Supportive Services is to increase the effectiveness of the STA's approved training programs and to increase the training opportunities for minorities and women. The types of services that are deemed appropriate for this purpose Include services related to recruiting, counseling, remedial training, and OJT Pro;ram administration conducted by concerns outside the STA. The OJT Supportive Services funds were originally provided as a separate funding allocation at 100 percent participation and with a budget ceiling not to exceed $10 million as established by Congress. However, over the years, 23 CFR 140(b) funding for the OJT Supportive Services program was reduced to a level of $2.5 million for FY 1987 and FY 1988 and has not been budgeted since. In lieu of the 100 percent Federal funding, which had been provided through 23 CFR 140(b), Congress provided for an alternative funding source by enactment of Section 337 of the 1990 Appropriations Act. This Section provided that one-fourth of one percent of regular Federal-aid funds, authorized and allocated to each State for FY 1990 and FY 1991, could be utilized forOJT Supportive Service activities. This funding 11 Un:/ /www.fhwa.dot.lZov/orom-amadmi.1lcontracts/corIIB.htm 5/24/2006 . ') . . & - -..------- --- -..---..-....-- ---- -... ... ..~..., ...-r U.L .I., utilization is optional and requires a match of State funds. The above concept was continued with the enactment of the 1991 ISTEA. However, the base source for the one-fourth of one-per cent formula has been limited to the State's allocations for the STP and the Bridge Replacement and Rehabilitation prograOl. Effective FY1994. ~he percentage is increased to one-half of one. percent (Section 412 of the 1993 Appropriations Act). [Table of Contents] [Glossary] 6. Standardized Changed Condition. Contract Clause. Ref~renr.~s: 23 U.S.C. 112(e) 23 CFR 635.109 Applicability: Applies to all Federal-aid construction projects (except for deslgn-bulld projects where applicability will be determined on a project by project basis) Background: Due to the nature of highway construction and the conditions under which work is performed, designers cannot always accurately determine and describe the conditions existing at project sites. Consequently, actual conditions encountered during construction may differ from those indicated in the contract documents, resulting in a change in construction costs. Also, situations may develop during construction that require the contracting agency to order the contractor to slow down or to stop construction through no fault of the contractor. These slow downs or stoppages In the work may cause a change in construction costs. There also may be situations encountered during construction that require the contracting agency to make alterations to the design. In addition to changing the amount of contract work, such alterations could significantly affect the contractor's production costs. Prior to 1987, the FHWA did not mandate contract provisions that address these situations. However, the FHWA encouraged the STAs to adopt contract language, such as that of Sections 104.02 and 108.07 of the 1984 AASHTO Guide Specifications for Highwav Construct/on. The STURAA of 1987 required that standardized changed condition clauses be included in all Federal-aid construction contracts unless prohibited or otherwise provided for by State law. In theory, the use of the standardized changed condition clause takes the risk of differing subsurface conditions out of the bidding process. Bidders need not consider the cost and difficulty of taking their own borings and compare that with the risk of a differing site condition. They need not consider the amount of a contingency to be included in the bid. Theoretically, with a standardized changed condition clause, contractors will receive no windfalls nor suffer 8 dl88stl!r from a chl:'"Oerl C".ondition. The owner will benefit from more competitive bidding as the bidders will not inflate costs for risks that may not happen. And finally, the use of the standardized changed condition clause was meant to provide uniformity across state lines. Guidance: h ttD:/ /www.fbwa.dot.gov/proJil;ramadminlcontractslcorlIB.htm 5/24/2006 ._,.."., -\ It '. '. - -.g- - - -.. .&. , The standardized changed condition clauses In 23 U.S.C. 112(e) must be Included verbatim in all contracts, unless State statute prohibits their inclusion. Or, an alternate clause developed by the ST A may be used, upon ap~rov91 of the FHWA Division Administrator, when the alternate clause has been developed and implemented in accordance with State statute. The regulation requires the use of three different clauses: · Differin" Site Conditions Clause - This clause provides for the adjustment of the contract terms If the contractor encounters: o Type I Condition - subsurface or latent physical conditions that differ materially from those indicated In the contract, or o Type" Condition - unknown physical conditions of an unusual nature that differ materially from those ordinarily encountered and generally recognized as Inherent to the work. Some examples of potential Type I conditions include encountering the following: more rock than indicated in the contract, larger rock, rock that Is harder to drill, permafrost when the boring had given no Indication of Its general extent, or unexpected quantities of underground water not Indicated on the boring logs. While these are potential Type I conditions, in order to receive compensation, the contractor must prove the following by a preponderance of evidence: 'ro( 1 ) the contract documents must have affirmatively Indicated or represented the subsurface or latent physical conditions which form the basis of plaintiffs claim; (2) the contractor must have acted as a reasonably prudent contractor in Interpreting the contract documents; (3) the contractor must have reasonably relied on the Indications of subsurface or latent physical conditions In the contract; (4) the subsurface or latent physical conditions actually encountered within the contract area must have differed materially from the conditions indicated In the same contract area; (5) the actual subsurface conditions or latent physical conditions encountered must have been reasonably unforeseeable; and (6) the contractor's claimed excess costs must be shown to be solely attributable to the materially different subsurface or latent physical conditions within the contract site. To prove these six elements, the contractor Is only required to use a simple logical process In evaluating the information In the contract documents to determine the expected subsurface or latent physical conditions...." (Source: NCHRP, .Selected Studies in Transportation Law, Construction Contract Law", p. 5-16) Some examples of a potential Type" conditions include unanticipated hazardous waste deposits or unanticipated archaeological sites. To recover costs under a Type" condition, the contractor must prove: "(1) that it did not know about the condition; (2) that it could not have reasonably anticipated the condition after a review of the contract documents, a site inspection, and the contractor's general experience in that area; and (3) that the condition was unusual because it varied from the norm in similar construction work.. (Source: NCHRP "Selected Studies in Transportation Law, Construction Contract Law", p. 5-16) Further guidance for design and construction engineers on Differing Site Conditions can be found in FHWA's Geotechnical Engineering Notebook, Geotechnical Guidelines No. 15, dated April 30, 1996. htto:1 iwww.fhwa.dot.gov/pro~amadmin/contracts/corlffi.htm 5/24/2006 '\ . . . - -0- - - -.. ... , (See http://www.fhwa.dot.gov/bridge/geopub.hb'n#geonote). · Susoensions of Work Ordered bv the Engineer - This clause provides for the adjustment of the contract terms if the performance of all or a portion of the work Is suspended or delayed by the Engineer, In writing, for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry). The contractor Is required to submit a request for adjustment, In writing, to the Engineer within 7 calendar days of receipt of the notice to resume work. Recovery of profit on costs resulting from suspensions of work Is not allowed. This clause does not preclude the recognition of constructive suspensions or delays resulting from the contracting agency's actions, without written notification. These are delays caused by the owner's instructions that are not In writing. The contractor may receive verbal orders from the engineer, or be delayed by the owners lengthy review of submittals. Some states recognized constructive delays In their specifications prior to the FHWA regulation. The pre-amble to the regulation Indicates that states may continue to recognize construction delays If this Is provided in their standard specifications and contract administration procedures. To qualify for an adjustment, suspensions must be for unreasonable periods and do not Include brief, customary suspensions for reasons Inherent to highway construction (I.e., material sampling and testing; approval of shop drawings, material sources, etc.; and other reasonabte and customary suspensions necessary for the supervision of construction by the contracting agency). In addition, an adjustment under this clause is not allowed If the work is suspended for other reasons or if an adjustment is provided for, or excluded, under other terms or conditions of the ccmtract. · Material Chances in the ScoDe of the Work - This clause provides for the adjustment of the contract terms if the Engineer orders, in writing, an alteration In the work or In the quantities that significantly change the character of work. The term "significant change "shall be construed to apply only to the following circumstances: o the altered character of the work differs materially from that of the original contract, or o a major item of work, as defined in the contract, Is Increased or decreased by more than 25 percent of the original contract quantity (adjustments shall apply only to that portion In excess of 125 percent of original contract quantity, or In case of a decrease, to the actual quantity performed. This clause provides for adjustments resulting from formal change orders by the Engineer, in writing, to the extent that the Impacted work is part of the contract. Either party may Initiate an adjustment and both must be In agreement before the work Is performed. As with the suspenSion of work provision, this clause does not preclude the recognition of constructive suspensions or delays. Recent Developments conceminc Standardized Chanced Condition Clauses Active Voice Several states are re-writing their standard specifications in the active voice. While the standardized changed condition regulation requires the verbatim adoption of the final rule, FHWA has provided flexibility in this area. FHWA encourages clear, precise specifications. We encourage the use of the active voice. In response to a request from the State of Utah, FHWA counsel provided the following opinion on February 1,1999: htto:/ !..\",','W . fuwa. dot. lZovlorogramadminlcontractslcor llB.htm 5/24/2006 ....."\. . . .. - -.0- -. -.. 6. , ". . . However, to require Utah to adopt its own clause through a State statute just to make a simple linguistic change In voice (active instead of passive) would be technically correct, but highly questionable from a practical perspective. (there should be) substantive compliance with the clause and contractors (should not be) adversely affected by the state's active voice .. Ilngul~tlo change. II Desian-Build Proiects Many states are evaluating design-build contracts under FHWA's Special Experimental Project No. 14- Innovative Contracting. In Section 1307 of the TEA-21 , Congress Included a provision requiring FHWA to develop design-build regulations for the highway program. Congress specifically said that FHWA's standardized changed condition clauses are not necessary for design-build contracts. Does this mean that such clauses should not be used on design-build contracts? Most owners would probably say that modified changed condition clauses are necessary for design-build. Depending on the amount of risk and responsibility transferred to the owner, contracting agencies should consider using modified versions of standardized clauses which are appropriate for their circumstances. [ Section 1IA] [Table of Contents] [ Glossary] [ Section IIC] This page last modlfled on May 24, 2008 OFHWA B:::IWA I Infrastructure I Program Administration I Feedback htto://www.thwa.dot.gov/orogramadminlcontracts/corllB.htm 5/24/2006 - ------- - - - ------------.. .....v...., ,-,,,"&&"'''.,"U J. CUU\,;lPCUU l:i .LVlaDUa1 ana KeIerence UUlde 200... Page 1 of 14 t"O>') . 1. Drug-Free Workplace References: C. Other Program Requirements 49 CFR 29 23 CFR 630.307(c)(3) Applicability: Applies only to grantees and recipients who receive assistance directly from a Federal agency (I.e., STA's and Federal Lands Highway contractors). These requirements do not apply to subgrantees or subrecipients (I.e., local agencies) nor do they apply to Federal-aid contractors. Backaround: The Drug-Free Workplace Act of 1988 requires that all grantees receiving grants from any Federal agency certify that they will maintain a drug-free workplace. Furthermore. gran lees are required to take steps to provide a drug-free workplace and Impose sanctions against employees that violate the drug-free workplace requirements. . The final rule, amending the existing Govemment-wlde nonprocurement suspension and debarment regulations (49 CFR 29) to Include the drug-free workplace requirements, became effective on July 24, 1990. Guidance: Prior to apportioning or allocating Federal-aid funds, the STA's must annually certify that they will maintain a drug-free workplace. If the STA chooses, the certification may be included in the project agreement. In addition, the STA is required to publish a policy statement and Implement a drug-awareness program. Failure to comply with the requirements of the drug-free workplace requirement may result in: · suspension of payment under the grant, · suspension or termination of the grant, or · suspension and debarment of the grantee, up to a maximum of five years, in accordance with the Government-wide suspension and debarment regulations. The State's certification for maintaining a drug-free workplace is made when it signs the Federal-aid project agreement. By doing so, It certifies that it will maintain a drug-free workplace as required In 49 CFR Part 29 Appendix C. [ Table of Contents] [ Glossary ] 2. Public Agencies In Competition with the Private Sector , . References: 23 U.S.C. 112 23 CFR 635.112(e) htto:/lwww.fhwa.dot.gov/oroJn"amadminlcontracts/corIIC.htm 5/24/2006 ... . ......\ . . .. - - ------ ---.. ~ - .......t'..u. ~ .l.UUUI.&CU AUY ~'\.wU;;1wU\.iC UWUc: ",UU... .t'age J. ot 14 Applicability: Applies to all Federal-aid highway construction projects. Backaround: Open competitive bidding by private enterprises is a basic tenet of the Federal-aid program since it provides equal economic opportunity for private enterprises and permits projects to be completed at the lowest possible cost A public agency does not need to make a profit (in many states, public agencies are prohibited from making a profit). In addition, their employee wages, benefits and equipment costs are subsidized by the taxpayer. Therefore. a public agency would have a competitive advantage over private companies If allowed to compete for contracts. Guidance: As Indicated In 23 CFR 635.112(e): "No public agency shall be permitted to bid in competition or to enter Into subcontracts with private contractors." A public agency Is defined as any organization with administrative or functional responsibilities that are either directly or Indirectly affiliated with a governmental body of any nation, State, or local jurisdiction. There are no exceptions to this competitive bidding policy. However, under limited circumstances a pUblic agency may be permitted to undertake efforts nonnally reserved for the private sector. These circumstances are discussed In detail in other sections in this manual: · Publicly Owned Equipment (Section II.C.4.a ), · Convict Produced Materials (Section II.C.5.a ), and · State Owned/Furnished/Designated Materials (Section II.C.5.d). In addition, under limited circumstances a STA or local pUblic agency may perform highway construction work on a force account basis by providing the labor, equipment, materials, and supplies needed to complete the work. Refer to 23 CFR 635 Subpart B for more information. [Table of Contents] [ Glossary ] 3. Public Interest / Cost Effectiveness Findings Related References: 23 U.S.C. 112 23 CFR 635.106(a), 635.204, 635.205, 635.407(a), 635.411(c) ADDllcability: Applies to all Federal-aid highway construction projects. httn:/ /www.fhwa.dot.e:ov/Drogramadmin/contractslcorIIC.htm 5/24/2006 c ---- - -------- -.- &'-"'.."'......u........ .....~n~\Oi ~vv... rage,j ot 14 d)r~::01\ . In the subsequent sections, several requirements (e.g., use of a proprietary product, use of public equipment, or contract award based on other than competitive bidding may be waived under specific conditions if It is found to be in the pUblic interest or cost effective. These findings should be used sparingly since such a determination Is an acknowledgment that the needs of the public will be better met by not following the general rules. Since the general requirement addresses a specific issue or concern, waiving that requirement should be done only after careful consideration of the effect or precedent that will be set. The actual cost effectiveness I pUblic interest finding will consist of a written document outlining the basis for the request and any supporting documentation such as a cost/benefit analysis; discussion of product compatibility; logistical concerns; etc. The cost effectiveness I public interest finding is generally approved by the Division Administrator for Interstate and NHS projects; and the appropriate STA official for all other projects, however, the specific conditions of approval authority should be described In the oversight agreement between the FHWA Division Office and the STA. This agreement should address the appropriate approval levels for public interest findings related to different oversight levels. Note that some Issues may require the DA's concurrence regardless of oversight levels; among these Issues are DBE requirements, and method of construction. Guidance concerning the content of stewardship agreements can be found in Mr.Ptak's August 20, 1998 memo titled, "Implementing Guidance - Project Oversight under Section 1305 of the Transportation Equity Act for the 21st Century (TEA-21) of 1998" (see hUp:lIwww.fhwa.dot.aov/tea21/0versite.htm). [ Table of Contents] [ Glossary ] 4. Equipment . a. Publicly Owned Equipment References: 23 CFR 635.106 ApDlicability: Applies to all Federal-aid construction projects. Guidance: The policy definition of publicly owned equipment Is ". . . equipment previously purchased or otherwise acquired by the public agency Involved for use In its own operations." the policy goes on to state that ". . . publicly owned equipment should not normally compete with privately owned equipment on a project to be let to contract. " However, in exceptional cases, a showing that it would clearly be cost effective to use publicly owned equipment may be justified. When supported by a public interest finding, the Division Administrator may approve the STA's proposal to use publicly owned equipment. Federal funds may participate in the costs associated with the use of publicly owned eqUipment provided that: . · the PS&E submittal clearly sets forth the proposed use; htto:llwww.fhwa.dot.gov/DrogramadminlcontractslcorlIe.htm 5124/2006 -. - - - - ... - -0'" .. "'~ 4"'T /""',\ . · the specifications indicate the items of equipment that are available, the rates to be charged, and the point(s) of availability or delivery; and . · the specifications include the express condition that the contractor has the ootion to rent ail or part of . the available equipment, or to provide the equipment. The public agency cannot benefit from the rental of Its own equipment by virtue of a Federal-aid contract. Accordingly, the rental rates must reasonably represent the cost of providing the equipment Q[ there shail be a lump sum credit to Federal reimbursement on the project equal to the amount of profit on rental that the ( agency receives. In unforeseen circumstances, publicly owned equipment may be used after award of contract, based on rental rates agreed to between the public agency and the contractor. However, these rates shall not form the basis for an increase in Federal participation. In force account work the rates on publicly owned equipment eligible for Federal participation may be the agreed unit price or actual cost For agreed unit price, the equipment need not be Itemized on the estimate. If the project is to be performed on the basis of actual cost, the estimate should Include a schedule of rates, . exclu~lve of profit, to be charged for the use of publicly owned equipment. [ Table of Contents] [ Glossary ] b. Contractor Purchased Equipment for State Ownership . References: 23 U.S.C. 302 23 CFR 140 Aoplicabllity: Applies to all Federal-aid construction projects. Backaround: In the mid 1980's, several inquiries were received regarding participation in equipment purchased by the construction contractor, as a condition of the contract. with ownership transferred to the STA at the end of the project. Guidance was subsequently issued by Headquarters memorandum dated September 11, 1986. It provided that when a ST A proposed that eqUipment be purchased by a contractor, under the terms of a Federal-aid contract, for ultimate ownership by the State, a lease versus purchase analysis must first be conducted. If the STA was able to justify pUrchase as being the most economical approach, approval would be given by the FHWA. However, once the equipment was removed from the Federal-ald project, the State was to provide an appropriate credit to the project for its remaining value. . Following the establishment of this policy, a number of significant events occurred which made this procedure difficult to effectively manage. In 1988, the DOT Issued the Federalism regulation, 49 CFR Part 18, which eliminated the FHWA's ability to require a credit for remaining value when the equipment was removed fiom the project. hUi ., . ww. fhwa.dot.eov/oroeramadminlcontracts/cor IIC.htm 5/24/2006 w...../.."....".'..... .. . . .""~, " · ----- - -.--.--. ........ .I.",",U';Ua1\,;C;; \.JUlue ~uu... Page 5 of 14 Credit, was thereafter to be based on the State's own established practices for salvaging equipment, if any. Then, provisions of the 1991 ISTEA provided that States could exercise approval authority In-lIeu-of FHWA's approval. As a result of these actions, the FHWA re-evaluated its position on this issue and by Headquarters memorandum dated May 5. 1993, (Appendix A-62) established the current polley. Guidance: Equipment, as defined in 49 CFR section 18.3, means "tangible, nonexpendable, personal property having a useful life of more than one year and an acquisition cost of $5,000 or more per unit." A State may use its own definition of equipment provided that such definition would at least include all equipment as defined above. All other tangible personal property is considered to be "supply". When a State must purchase equipment to adequately meet the construction engineering (CE) requirements of a Federal-aid project, how the equipment Is purchased (e.g., by the State directly or by a construction contractor with ownership transferred to the State) Is Irrelevant to Federal-aid participation. State Transportation Agencies now have two options for requesting Federal-aid participation In eligible program costs. As noted in Mr. Wrlghfs September 24, 1998 memorandum titled, "Indirect Costs Eligibility and Other TEA-21 Revisions to Title 23 U.S.C. Section 302" (see www.fhwa.dot.aov/tea2111ndcosts.htm). most costs incurred by STAs are now eligible for Federal-ald reimbursement either as a direct cost or an indirect cost. STAs may request FHWA partiCipation for Indirect costs fOllowing the procedures In the above memo. STAs requesting FHWA participation in direct costs should follow the procedures In FHWA's May 5,1993 memo. The ST A must amortize the initial purchase cost over the useful life of the equipment. Federal-aid funds will participate only in the portion of the amortized cost directly attributable to the time the equipment Is used on a specific Federal-aid project(s). Participation will be accounted for as a CE expenditure. This procedurt.. may also be used for non-Ce equipment Items, acquired by the State, for use on construction projects by either the State or contractor. Examples include: variable message signs, temporary bridges (e.g., Bailey Bridge), construction barrier systems, etc. Ms. Weisman's May 5, 2004 memorandum titled " Clarification of Polley on Indirect Costs of State and Local Governments" provided additional guidance on this subject. A separate Federal-ald project cannot be established for the sole purpose of claiming Indirect costs. Since Indirect costs are not specified as a purpose of any Federal-aid program, it is not appropriate for the FHWA to authorize a specific project for indirect costs. Furthennore, when indirect costs are claimed, the FHWA is required to distribute the costs to each Federal award (i.e., project) that benefits from the indirect costs. ( Table of CQ!lij:lnt~ ) ( Glossary ) c. Equipment Rental Rates References: 48 CFR Part 31 OMS CIrr.uIRr A-87 FAPG NS 23 CFR 635.120 httll:/ /www.fhwa.dot.lZov/orolZramadminlcontractslcorIlC.htm 5/24/2006 i""C',,\ . . I. - -'--.----- -.- .~...............u...... '-'..UU~ ~vv... rage 0 or 14 Ag;..Ii"ahill~' ~..w _.... . Applies to all Federal-aid construction projects. Backaround: In 1988, an Office of the Inspector General (OIG) audit of rental rates used by STAs found that a significant number of contractors were being reimbursed for equipment usage based on predetermined rates which included ineligible costs. Ineligible costs. included use of contingencies and replacement cost escalator factors, and premium rental rates for rental periods less than one month. The FHWA subsequently advised all field offices on August 22,1988, that STAs which use predetermined rate guides must modify the equipment rental rates to eliminate the Identified ineligible costs. PRIMEDIA Information Inc.,San Jose, CA, the publisher of the Rental Rate Blue Book (Blue Book), responded by developing rate adjustment tables which corrected the discovered shortcomings. The adjustment tables were subsequently found acceptable by the OIG. The FHWA field offices were advised of this determination on December 23, 1988. Further rental rate guidance was Issued by Headauarters' memorandum dated November 7.1988 (See Appendix A-84 to A-68). Guidance: Federal policy requires that actual costs be used to determine extra work payments; however, typically actual equipment costs are not readily available. Therefore, the FHWA permits the STAs to specify in their construction contracts the predetermined rate guides as well as equipment rate schedules developed by STAs which are in conformance with the Federal cost principles and the FHWA's policy contained herein. The Federal cost prinCiples applicable to rental rates for contractor furnished equipment are contained in 48 CFR, Part 31. The provisions in OMB Circular 87 apply when State-owned equipment Is used. Rental Rate Guides: A State may, subject to the FHWA's concurrence, adopt the Blue Book or another industry rate guide, or it may develop its own guide. The State must make the determination that the equipment rental rates developed or adopted fairly estimate a contractor's actual cost to own and operate the equipment within its State. The Division must review their State's rates for compliance with the policy. Adiustment Factors: Equipment is not expected to operate for 12 consecutive months. Maps at the beginning of each Blue Book equipment section indicate adjustment factors based on climate and regional costs. Rate adjustment tables indicate adjustment factors based on equipment age. The adjustment factors in the maps and tables are to be applied when determining the eligible rate. M~ximum Rate: The Blue Book adjusted rates cover all eligible equipment related costs. Therefore, they are considered to be the maximum eligible rates for Federal-aid participation purposes. Hourly Rates: The developer of the Blue Book accumulates all contractor costs for owning a piece of equipment on an hourly basis. The monthly rate displayed In the rental guide is determined by multiplying the hourly accumulated costs by the monthly standard of 176 hours. Therefore, for periods of equipment use less than the standard 178 hours per month, Federal-aid partiCipation shall be limited to the hourly rate obtained by dividing the monthly rate by 178. Premium rates contained in the rate guides shall not be used. " Standby Equipment Rates: The contractor continues to incur certain ownership costs when equipment is required to be on standby. The use of a standby rate is appropriate when equipment has been ordered to be available for force account work but is Idle for reasons which are not the fault of the contractor. While an industry standard does not exist for standby rates, it has been the normal practice of the courts to reduce httn: Ilwww.fhwa.dot.gov/orogramadmin/contracts/cor_IIC.htm 5/24/2006 {""""'''\ . i. . published ownership rental guide rates by 50 percent for standby rate usage. Therefore, the FHWA will accept use of 50 percent of the ownership rental rates of an approved gUide as the standby rate In lieu of a contractor's actual standby costs. There should be no operating costs included In the rate used and standby time should not exceed 8 hours per day, 40 hours per week, or the annual usage hours as established by the rate guide. Mobilization: The costs required to mobilize and demobilize equipment not available on the project Is eligible for reimbursement. Standby rates should be used for equipment while being hauled to and from the project. This will be In addition to applicable rates for the hauling equipment. All costs associated with the assembly and disassembly of the equipment for transport should also be considered In the mobilization costs. Overhead: Equipment overhead includes such items as insurance, property taxes, storage, licenses and record keeping. The Blue Book rates include all equipment overhead costs. Therefore, when a project or home office overhead rate Is applied to a Blue Book rate, the State must assure that it contains no equipment overhead cost factors. The reasonableness of such a rate shall be determined by the Division Administrator. Profit: Profit on equipment rental Is not provided for In the Blue Book published rates. There is no Federal regulation which prevents the addition of an amount for profit If a State has a polley for the payment of profit, it should be followed on Federal-aid contracts. If a profit amount Is to be used, the reasonableness must be determined by the Division Administrator based on experience. Contractor Leased Eaulpment : When a contractor obtains equipment through a third party rental agreement for use in a force account situation, the cost will nonnally be the Invoice cost. The invoice cost should be comparable with other rental rates of the area. The Associated EQyig-'!l!!'-nt .Plstrlb.uto~ ..(Af;D) Rental Rate and Soeclfications may be used to evaluate the costs for such equipment rental. Since rental agreements vary, the specific operating costs Included In the rental agreement may need to be determined. There may be additional eligible operating costs not covered by the agreement which the contractor incurs and should be reimbursed (I.e., fuel, lubrication, field repairs, ete). [Note: The AED book Is not acceptable as a rate gUide for contractor owned eqUipment. The AED rates are based on. national averages of rates charged by equipment distributors and do not reflect the contractors cost of owning and operating the equipment] [ Table of Contents ] [ Glossary ) 5. Materials a. Convict Produced Materials References: 23 U.S.C. 114(b)(2) 23 CFR 635.417 Applicability: FHWA's prohibition against the use of convict material only applies to Federal-aid highways. It does not apply to projects on roadways functionally classified as local roads or rural minor collectors (reference Mr. http://www.fhwa.dot.gov/programadminlcontractslcor_llC.htm 5/24/2006 <<"0;;" . ; i. '. r ----- - _'__A_ -~... ......W..W.....U...... '-6.......""' ~VV... ril~t:: a 01 14 Schimmoller's May 9,1996 memorandum and Mr. Baccus's May 14, 1997 legal opinion). Bac!mrol.'nd: The present policy was established by Section 112 of the STURM of 1987, which amended 23 U.S.C. 114 (b) to include limitations on convict produced materials. A final rule implementing the provisions of Section 112 was published In the Federal Reaister on January 25, 1988. SubsequentlY,language in DOJ Appropriation Acts of FY 1989 and FY 1990 was interpreted by the FHWA Chief Counsel's Office to negate the limitations established by 23 U.S.C. 114. However, Section 1019 of the ISTEA of 1991 amended 23 U.S.C. 114(b)(2) by Inserting "after July 1, 1991." This action clarified Congressional Intent that the language in the DOJ Appropriation Acts relative to the permissible use of convict produced materials on Federal-aid highway projects did not override the requirements placed on such use by the STURM of 1987. Guidance: Materials produced after July 1, 1991, by convict labor may only be incorporated in a Federal-aid highway construction project if: 1. such materials have been produced by convicts who are on parole. supervised release, or probation from a prison; or '2.' sue" material has been produced In a qualified prison facility, e.g., prison industry, with the amount produced during any 12-month period, for use in Federal-aid projects, not exceeding the amount produced, for such use, during the 12-month period ending July 1, 1987. Use of Convict Produced Materials Meetina the Statutory limitation Materials obtained from prison facilities (e.g., prison Industries complying with the statutory limitations) are subject to the same requirements for Federal-aid participation that are Imposed upon materials acquired from other sources. Materials manufactured or produced by convict labor will be given no preferential treatment. The preferred method of obtaining materials for a project is through normal contracting procedures which require the contractor to furnish all materials to be Incorporated in the work. The contractor selects the source, public or private, from which the materilills are to be obtainM (23 CFR 635.407). Prison Industries are prohibited from bidding on projects directly (23 CFR 635.112e), but may act as material supplier to construction contractors (subject to the statutory limitations). Such materials may also be approved as State-furnished material. However, since pUblic agencies may not bid in competition with private firms, direct acquisition of materials from a prison industry for use as State- furnished material is subject to a public interest finding with the Division Administrator's concurrence (23 CFR 635.407d). Use of Convict Produced Materials In Excess of the Statutory Limitation The use of convict-produced materials in excess of the statutory limitations is prohibited. There should be no usage of these materials on a Federal-aid project, with or without Federal participation in this material. It is not satisfactory to designate this material as non-partlcipating in an attempt to circumvent FHWA's policy. Use of Convict Labor Is discussed in more detail in paragraph A.1 of Chapter II. http://www.fhwa.dot.gov/programadminlcontracts/cor_lIe.htm 5/24/2006 .,,"C'" . . . - ---.... --0-' VA......, [Table of Contents] [ Glossary ] b. Patented/Proprietary Products References: 23 U.S.C. 112 23 CFR 635.411 Apollcablliw: Applies to aU Federal-aid highway construction projects. Guidance: FHWA will not participate, directly or Indirectly, in payment for any premium or royalty on any patented or proprietary material, specification, or process specifically set forth in the plans and specifications for a project, unless: · the Item is purchaSed or obtained through competitive bidding with equally suitable unpatented items, · the ST A certifies either that the proprietary or patented item is essential for synchronization with the existing highway facilities or that no equally suitable alternative exists, or · the item is used for research or for a special type of construction on relatively short sections of road for experimental purposes. States should follow FHWA's procedures tor "Construction Projects Incorporating experimental Features" ( expermnthtm) for the submittal of work plans and evaluations. The primary purpose of the policy Is to have competition in selection of materials and allow for development of new materials and products. The policy further permits: · Materials and products that are judged equal may be bid under generic specifications. If only patented or proprietary products are acceptable, they shall be bid as alternatives with all, or at least a reasonable number of, acceptable materials or products listed; and · The Division Administrator may approve a single source if it can be found that its utilization is in the public interest. Trade names are generally the key to Identifying patented or proprietary materials. Trade name examples include 3M, Corten, etc. Generally, products identified by their brand or trade name are not to be specified without an "or equal" phrase, and, if trade names are used, all, or at least a reasonable number of acceptable "equa'" materials or products should be listed. The licensing of several suppliers to produce a product does not change the fact that it is a single product and should not be specified to the exclusion of other equally suitable products. Scenarios: Below are examples of conditions under which patented or proprietary materials may be approved on http://www.fhwa.dot.gov/programadminlcontractslcor__ITC.htm 5/24/2006 . , . . ------- -- _..........u....... ............... ~... Cl:&~C;; IV or 14 Federal-aid projects. Case I. The item is Identified by the contract specifications along with a listing of other acceptable products, and the list includes a reasonable number of acceptable products. The FHWA may then participate In the cost of a patented or proprietary Item since it Is acquired competitively. Case II. The STA certifies that the product is essential for synchronization. This Is particularly appropriate when upgrading or expanding existing traffic signal systems. The existing controller(s) Is part of an existing system which Is not compatible with any system hardware. To convert the overall system would be more expensive than to add to what is already there. Thus, It Is In the public Interest to require the compatible proprietary item, and upon the Division Administrator's concurrence, the Item may be specified. Case III. The STA certifies that there is no equally suitable alternate. This situation should be reasonably verified by the Division Office. Based on a public Interest finding with the Division Administrator's concurrence, the item may be specified. Case IV. Products appear from time to time that are new and Innovative, I.e., research item or experimental feature. Based on the developer's claim, manufacturer's claims, or because of certain local conditions, there may be sufflclentjustiflcation to evaluattt the ~rodllct In actual highway u~ge. The STA may then elect to submit a detailed plan of research and evaluation (work plan) for the product. The work plan may also be used to develop specifications In order to provide a basis for future competition with other materials. The work plan should be approved with or prior to PS&E approval, and the specifications may then require the proprietary item. A good discussion of FHWA's policy on product selection was Included in Mr. Ronald E. Heinz's memoraiidum dated November 25, 1987 (Appendix A-84 to A-85). [ Table of Contents] [ Glossary ] c. State Preference References: 23 U.S.C. 112 23 CFR 635.409 ADDlicability: Applies to all Federal-aid construction projects. Guidance: The STA shall not impose any requirement or enforce any procedure which operates to require the use of, or prov!des a price differential in favor of, articles or materials produced within the State. This Includes requirements that prohibit, restrict, or discriminate against the use of articles or materials shipped from or prepared, made, or produced in any State, territory, or possession of the U.S. Basically, materials produced within a State shall not be favored to the exclusion of comparable materials produced outside of the State. State preference clauses give particular advantage to the designated source http://www.fhwa.dot.gov/programadminlcontractslcor_I1C.htm 5/2412006 .' . . - - - -~u - U'"'&}lCUU UYJ.CUIUitJ ana Keterence Guide 2... Page 11 of 14 and thus restrict competition. Therefore, State preference provisions shall not be used on any Federal-aid constructJon projects. This po/Icy also applies to State preference actJons against materials of foreign origin, except as otherwise pennitted by Federal law. Thus, States cannot give preference to In-State material sources over foreign material sources. Under the Buy America provisions, the States are permitted to expand the Buy America restrictions provided that the STA Is legally authorized under State law to impose more stringent requirements. ( Table of Conten~ ) ( Glossary ) d. State Owned/FurnIshed/Designated Materials References: 23 U.S.C. 112 23 CFR 635.407 Aoplicability: Applies to all Federal-ald constructJon projects. Guidance: Current FHWA policy requires that the contractor must furnish all mater/als to be Incorporated In the work" and the contractor shall be permitted to select the sources from which the materials are to be obtained. Exceptions to this requirement may be made when there Is a definite finding, by the ST A and concurred In by the Division Administrator, that It Is In the public Interest to require the contractor to use materials furnished by the STA or from sources designated by the STA. The exception policy can best be understood by separating State-furnished materials into the categories of manufactured materials and local natural materials. Manufactured Materials. When the use of State-furnished manufactured materials Is approved based on a public Interest finding, such use must be made mandatory. The optional use of . StaHl-filrnlshed manufactured materials is in vlofatlon of our policy prohibiting pUblic agencies from competing with private firms. Manufactured materials to be furnished by the State must be acquired through competitive bidding, unless there is a public interest finding for another method, and concurred in by the Division Administrator. Local Natural Materials. When the STA owns or controls a local natural materials source such as a borrow pit or a stockpile of salvaged pavement material, etc., the materials may be designated for either optional or mandatory use; however, mandatory use will require a public interest finding and the Division Administrator's concurrence. In order to permit prospective bidders to properly prepare their bids, the location, cost, and any conditions to be met for obtaining materials that are made available to the contractor shall be stated In the bidding documents. Mandatory Disposal Sijg. Normally, the disposal site for surplus excavated materials is to be of the contractor's choosing; although, an optional site(s) may be shown in the contract provisions. A mandatory http://www.thwa.dot.gov/programadminlcontracts/cornC.htm ,,/") A I'lnn,c ("7;) , . . . ----- . -",",apcun ~ lVlanUaJ and Reference Guide 2... Page 12 of 14 site shall be specified when there Is a finding by the STA, with the concurrence of the Division Administrator, that such placement is the most economical or that the environment would be substantially enhanced without excessive cost. Discussion of the mandatory use of a disposal site In the environmental document may serve as the basis for the public Interest finding. Summarizing FHWA policy for the mandatory use of borrow or disposal sites: · mandatory use of either requires a public interest finding and the Division Administrator's concurrence, · mandatory use of either may be based on environmental consideration where the environment will be substantially enhanced without excessive additional cost, and · where the use Is based on environmental considerations, the discussion In the environmental document may be used as the basis for the public interest finding. Factors to justify a public interest finding should include such Items as cost effectiveness, system integrity, and local shortages of material. ( Table of Contents) ( Glossa~ ) 8. Salvage Credits Referencel: 49 CFR 18.36 Applicability: Applies to all Federal-aid construction projects. Guidance: On October 3,1988, the FHWA Office of Fiscal Services issued a memorandum clarifying the agency's policy relative to operating under the revised OMS Circular A-102 and the DOT common rule (49 CFR 18). Accordingly, salvage credit to Federal-ald projects Is governed by State procedures. If the State has procedures that do not require credit to the project, then credit to a Federal-aid project is also not required. However, if a State does not have procedures addressing salvage credit, then salvage credit is required unless one of the follOWing circumstances are met a. the salvaged item has a value less than $5,000, b. the salvaged item becomes the contractor's property by virtue of the contract provisions, or c. the salvaged item will be reused In future projects eligible under Title 23 U.S.C. until its useful life is expended. The disposition of salvaged items on demonstration projects for which project funds are designated by amount and location should be determined in consultation with the appropriate program office in http://www.fhwa.dot.gov/pro.gramadminlcontractslcorIlc.htm I: '" A'",,,,,,. ti . . ... "0" A. -' VI .l6ft Headquarters. When salvage is required, careful attention should be given to the contract provisions for salvage to ensure that the cost of the operation (i.e., removal or salvage), does not exceed the value of the item(s) to be salvaged. Items to be salvaged may be unused construction materials, salvaged highway appurtenances, or other equipment or material for which the useful life Is greater than one year. [Table of Contents] [ Glossary ] 7. Foreign Contractor and Supplier Restriction References: 49 CFR 30 APp-!jgbilUx: Applies to all Federal-aid construction projects. Background: The continuing resolution on the FY 1988 budget was enacted into law on December 22, 1987. It contained Section 109 which prohibited the obligation of funds appropriated for FY 1988 to any contract for the construction of any public work with any contractor, subcontractor, or supplier of products of a foreign country which was listed by the United States Trade Representative (USTR) as discriminating against U.S. firms in its public works projects. Japan was specifically named as the only such country In Section 109 and was subsequently listed by the USTR. The conditions of Section 109 applied and continue to apply to all Federal-aid construction contracts and related consultant contracts authorized on or after December 22, 1987 and during FY 1988. The 1988 legislative mandate had an effective date through October 1, 1988, at which time the restrictions against Japan were removed. Contracts author/zed prior to October 1, 1988, even though awarded after that date, were subject to the restriction. Implementing gUidance was issued by the FHWA on February 4,1988 and March 22, 1988, which Included a sample bid provision. On June 1, 1988 the DOT issued a regulation 49 CFR Part 30 which addressed the foreign contractor restrictions. The FY 1991 DOT and Related Agencies Appropriations Act (P.L. 101-516) was enacted into law on November 5, 1990. Section 340 of this Act contained essentially the same provisions as those found in Section 109 of the FY 1988 budget act except neither Japan nor any other country was specifically identified for restrictions. Our interpretation of the applicability of Sect/on 340 Is that its provisions remain effective beyond FY 1991. Guidance: The provisions of Section 340 of the FY 1991, DOT and Related Agencies Appropriations Act remain in effect. 49 CFR Part 30 contains these provisions. However, since the enactment of Section 340, the USTR has listed no country as discriminating against U.S. firms in its public works projects. http://www.thwa.dot.gov/programadminlcontractslcor_IIC.htm 5/24/2006 - -------._U A ...u.U...ljJW1L ~ lVlanUa1 and Reference Guide 2... Page 14 of 14 [ Section liB ] [ Table of Content!! ] [ Glossal)! ] [ Section iliA ] .":""\ . This page last modified on December 8, 2005 .. .. . -.............-..---...-.- . -.--.... -.--. ...____m...__.._......_... _.._ _ _""."'.'_''''''_'''_' __.... _..._.............. _._________....._..._____._..___._..._....____......_............___.________.. ......_....... FHW A I Infrastructure I Proaram Administration I Feedback OFHWA Unite '. '. htto;//www.fhwa.dot.gov/oro2famadminlcontractslcornC.htm ~/I'\A ,""^^, "'''Ii. i . . " . Executive Order 11246 - Equal Employment Opportunity SOURCE: The provisions of Executive Order 11246 of Sept. 24, 1965, appear at 30 FR 12319, 12935,3 CFR, 1964-1965 Comp., p.339, unless otherwise noted. Under and by virtue of the authority vested in me as President of the United States by the Constitution and statutes of the United States, it is ordered as follows: Part I - Nondiscrimination in Government Employment [part I superseded by EO 11478 of Aug. 8, 1969,34 FR 12985,3 CFR, 1966-1970 Comp., p. 803] Part II - Nondiscrimination in Employment by Government Contractors and Subcontractors Subpart A - Duties of the Secretary of Labor SEC. 20 I. The Secretary of Labor shall be responsible for the administration and enforcement of Parts II and III of this Order. The Secretary shall adopt such rules and regulations and issue such orders as are deemed necessary and appropriate to achieve the purposes of Parts II and III of this Order. [Sec. 201 amended by EO 12086 of Oct. 5, 1978,43 FR 46501,3 CFR, 1978 Comp., p. 230] Subpart B - Contractors' Agreements SEC. 202. Except in contracts exempted in accordance with Section 204 of this Order, all Government contracting agencies shall include in every Government contract hereafter entered into the following provisions: "During the performance ofthis contract, the contractor agrees as follows: "( 1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting "'\ . . \ '. forth the provisions of this nondiscrimination clause. "(2) The contractor will, in all solicitations or advancements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. "(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative ofthe contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with aft provisions of Executive Order No. 11246 of Sept. 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. "(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of Sept. 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of paragraphs (I) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor win take such action with respect to any subcontract or purchase order as may be directed by the Secretary of Labor as >;-/'-:'-',. f t .. . .,\ . a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction, the contractor may request the United States to enter into such litigation to protect the interests of the United States." [Sec. 202 amended by EO 11375 of Oct. 13, 1967,32 FR 14303,3 CFR, 1966-1970 Comp., p. 684, EO 12086 of Oct. 5, 1978,43 FR 46501,3 CFR, 1978 Comp., p. 230] SEe. 203. Each contractor having a contract containing the provisions prescribed in Section 202 shall file, and shall cause each of his subcontractors to file, Compliance Reports with the contracting agency or the Secretary of Labor as may be directed. Compliance Reports shall be filed within such times and shall contain such information as to the practices, policies, programs, and employment policies, programs, and employment statistics of the contractor and each subcontractor, and shall be in such form, as the Secretary of Labor may prescribe. (b) Bidders or prospective contractors or subcontractors may be required to state whether they have participated in any previous contract subject to the provisions ofthis Order, or any preceding similar Executive order, and in that event to submit, on behalf of themselves and their proposed subcontractors, Compliance Reports prior to or as an initial part of their bid or negotiation of a contract. (c) Whenever the contractor or subcontractor has a collective bargaining agreement or other contract or understanding with a labor union or an agency referring workers or providing or supervising apprenticeship or training for such workers, the Compliance Report shall include such information as to such labor union's or agency's practices and policies affecting compliance as the Secretary of Labor may prescribe: Provided, That to the extent such information is within the exclusive possession of a labor union or an agency referring workers or providing or supervising apprenticeship or training and such labor union or agency shall refuse to furnish such information to the contractor, the contractor shall so certifY to the Secretary of Labor as part of its Compliance Report and shall set forth what efforts he has made to obtain such information. (d) The Secretary of Labor may direct that any bidder or prospective contractor or subcontractor shall submit, as part of his Compliance Report, a statement in writing, signed by an authorized officer or agent on behalf of any labor union or any agency referring workers or providing or supervising apprenticeship or other training, with which the bidder or prospective contractor deals, with -, . . . supporting information, to the effect that the signer's practices and policies do not discriminate on the grounds of race, color, religion, sex or national origin, and that the signer either will affirmative Iy cooperate in the implementation ofthe policy and provisions of this Order or that it consents and agrees that recruitment, employment, and the terms and conditions of employment under the proposed contract shall be in accordance with the purposes and provisions of the order. In the event that the union, or the agency shall refuse to execute such a statement, the Compliance Report shall so certify and set forth what efforts have been made to secure such a statement and such additional factual material as the Secretary of Labor may require. [Sec. 203 amended by EO 11375 of Oct. 13, 1967,32 FR 14303,3 CFR, 1966-1970 Comp., p. 684; EO 12086 of Oct. 5, 1978, 43 FR 4650 I, 3 CFR, 1978 Comp., p. 230] SEC. 204. The Secretary of Labor may, when he/she deems that special circumstances in the national interest so require, exempt a contracting agency from the requirement of including any or all of the provisions of Section 202 of this Order in any specific contract, subcontract, or purchase order. The Secretary of Labor may, by rule or regulation, also exempt certain classes of contracts, subcontracts, or purchase orders (I) whenever work is to be or has been performed outside the United States and no recruitment of workers within the limits of the United States is involved; (2) for standard commercial supplies or raw materials; (3) involving less than specified amounts of money or . specified numbers of workers; or (4) to the extent that they involve subcontracts below a specified tier. The Secretary of Labor may also provide, by rule, regulation, or order, for the exemption of facilities ofa contractor which are in all respects separate and distinct from activities of the contractor related to the performance of the contract: Provided, That such an exemption will not interfere with or impede the effectuation of the purposes of this Order: And provided further, That in the absence of such an exemption, all facilities shall be covered by the provisions of this Order. Subpart C - Powers and Duties of the Secretary of Labor and the Contracting Agencies SEC. 205. The Secretary of Labor shall be responsible for securing compliance by all Government contractors and subcontractors with this Order and any implementing rules or regulations. All contracting agencies shall comply with the terms of this Order and any implementing rules, regulations, or orders of the Secretary of Labor. Contracting agencies shall cooperate with the Secretary of Labor and shall furnish such information and assistance as the Secretary may require. " "J . . . [Sec. 205 amended by EO 12086 of Oct. 59 19789 43 FR 465019 3 CF~ 1978 Comp'9 p. 230] SEC. 206. The Secretary of Labor may investigate the employment practices of any Government contractor or subcontractor to determine whether or not the contractual provisions specified in Section 202 of this Order have been violated. Such investigation shall be conducted in accordance with the procedures established by the Secretary of Labor. (b) The Secretary of Labor may receive and investigate complaints by employees or prospective employees of a Government contractor or subcontractor which allege discrimination contrary to the contractual provisions specified in Section 202 of this Order. [Sec. 206 amended by EO 12086 of Oct. 59 1978, 43 FR 465019 3 CFR, 1978 Comp'9 p. 230] SEC. 207. The Secretary of Labor shall use hislher best eft'orts9 directly and through interested Federal, State, and local agencies, contractors, and all other available instrumentalities to cause any labor union engaged in work under Government contracts or any agency referring workers or providing or supervising apprenticeship or training for or in the course of such work to cooperate in the implementation of the purposes of this Order. The Secretary of Labor shall, in appropriate cases, notify the Equal Employment Opportunity Commission, the Department of Justice, or other appropriate Federal agencies whenever it has reason to believe diat the practices of any such labor organization or agency violate Title VI or Title VII ofthe Civil Rights Act of 1964 or other provision of Federal law. [Sec. 207 amended by EO 12086 of Oct. 5, 1978, 43 FR 465019 3 CFR, 1978 Comp., p. 230] SEC. 208. The Secretary of Labor, or any agency, officer, or employee in the executive branch of the Government designated by rule, regulation, or order of the Secretary, may hold such hearings, public or private, as the Secretary may deem advisable for compliance, enforcement, or educational purposes. (b) The Secretary of Labor may hold, or cause to be held, hearings in accordance with Subsection of this Section prior to imposing, ordering, or recommending the imposition of penalties and sanctions under this Order. No order for debarment of any contractor from further Government . . .. contracts under Section 209(6) shall be made without affording the contractor an opportunity for a hearing. Subpart 0 - Sanctions and Penalties SEC. 209. In accordance with such rules, regulations, or orders as the Secretary of Labor may issue or adopt, the Secretary may: (1) Publish, or cause to be published, the names of contractors or unions which it has concluded have complied or have failed to comply with the provisions of this Order or of the rules, regulations, and orders of the Secretary of Labor. (2) Recommend to the Department of Justice that, in cases in which there is substantial or material violation or the threat of substantial or material violation of the contractual provisions set forth in Section 202 of this Order, appropriate proceedings be brought to enforce those provisions, including the enjoining, within the limitations of applicable law, of organizations, individuals, or groups who prevent directly or indirectly, or seek to prevent directly or indirectly, compliance with the provisions of this Order. (3) Recommend to the Equal Employment Opportunity Commission or the Department of Justice that appropriate proceedings be instituted under Title VII of the Civil Rights Act of 1964. (4) Recommend to the Department of Justice that criminal proceedings be brought for the furnishing of false information to any contracting agency or to the Secretary of Labor as the case may be. (5) After consulting with the contracting agency, direct the contracting agency to cancel, terminate, suspend, or cause to be cancelled, terminated, or suspended, any contract, or any portion or portions thereof, for failure of the contractor or subcontractor to comply with equal employment opportunity provisions of the contract. Contracts may be cancelled, terminated, or suspended absolutely or continuance of contracts may be conditioned upon a program for future compliance approved by the Secretary of Labor. (6) Provide that any contracting agency shall refrain from entering into further contracts, or extensions or other modifications of existing contracts, with any noncomplying contractor, until such contractor has satisfied the Secretary of Labor that such contractor has established and will carry out /"""~\ __ personnel and employment policies in compliance with the provisions of this Order. (b) Pursuant to rules and regulations prescribed by the Secretary of Labor, the Secretary shall make reasonable efforts, within a reasonable time limitation, to secure compliance with the contract provisions of this Order by methods of conference, conciliation, mediation, and persuasion before proceedings shall be instituted under subsection (a)(2) of this Section, or before a contract shall be cancelled or terminated in whole or in part under subsection (a)(5) of this Section. [Sec. 209 amended by EO 12086 of Oct. 5, 1978, 43 FR 4650 I, 3 CFR, 1978 Comp., p. 230] SEC. 210. Whenever the Secretary of Labor makes a determination under Section 209, the Secretary shall promptly notify the appropriate agency. The agency shall take the action directed by the Secretary and shall report the results of the action it has taken to the Secretary of Labor within such time as the Secretary shall specify. If the contracting agency fails to take the action directed within thirty days, the Secretary may take the action directly. .-'._".-- ~., [Sec. 210 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p 230] . SEC. 211. If the Secretary shall so direct, contracting agencies shall not enter into contracts with any bidder or prospective contractor unless the bidder or prospective contractor has satisfactorily complied with the provisions of this Order or submits a program for compliance acceptable to the Secretary of Labor. [Sec. 211 amended by EO 12086 of Oct. 5, 1978,43 FR 46501,3 CFR, 1978 Comp., p. 230] SEC. 212. When a contract has been cancelled or terminated under Section 209(a)(5) or a contractor has been debarred from further Government contracts under Section 209(a)(6) ofthis Order, because ofnoncompJiance with the contract provisions specified in Section 202 of this Order, the Secretary of Labor shall promptly notify the Comptroller General of the United States. [Sec. 212 amended by EO 12086 of Oct. 5, 1978, 43 FR 4650 I, 3 CFR, 1978 Comp., p. 230] Subpart E - Certificates of Merit . SEC. 213. The Secretary of Labor may provide for issuance of a United States Government Certificate of Merit to employers or labor unions, or other agencies which are or may hereafter he engaged in work under Government contracts, if the Secretary is satisfied that the personnel and /'/""'\ . \ . , ."" . employment practices of the employer, or that the personnel, training, apprenticeship, membership, grievance and representation, upgrading, and other practices and policies of the labor union or other agency conform to the purposes and provisions of this Order. SEC. 214. Any Certificate of Merit may at any time be suspended or revoked by the Secretary of Labor if the holder thereof, in the judgment of the Secretary, has failed to comply with the provisions of this Order. SEC. 215. The Secretary of Labor may provide for the exemption of any employer, labor union, or other agency from any reporting requirements imposed under or pursuant to this Order if such employer, labor union, or other agency has been awarded a Certificate of Merit which has not been suspended or revoked. Part II1- Nondiscrimination Provisions in Federally Assisted Construction Contracts SEC. 301. Each executive department and agency, which administers a program involving Federal financial assistance shall require as a condition for the approval of any grant, contract, loan, insurance, or guarantee thereunder, which may involve a construction contract, that the applicant for Federal assistance undertake and agree to incorporate, or cause to be incorporated, into all construction contracts paid for in whole or in part with funds obtained from the Federal Government or borrowed on the credit of the Federal Government pursuant to such grant, contract, loan, insurance, or guarantee, or undertaken pursuant to any Federal program involving such grant, contract, loan, insurance, or guarantee, the provisions prescribed for Government contracts by Section 202 of this Order or such modification thereof, preserving in substance the contractor's obligations thereunder, as may be approved by the Secretary of Labor, together with such additional provisions as the Secretary deems appropriate to establish and protect the interest of the United States in the enforcement of those obligations. Each such applicant shall also undertake and agree ()) to assist and cooperate actively with the Secretary of Labor in obtaining the compliance of contractors and subcontractors with those contract provisions and with the rules, regulations and relevant orders of the Secretary, (2) to obtain and to furnish to the Secretary of Labor such information as the Secretary may require for the supervision of such compliance, (3) to carry out sanctions and penalties for violation of such obligations imposed upon contractors and subcontractors by the Secretary of Labor pursuant to Part II, Subpart D, of this Order, and (4) to frr".:!iA....:. ,", :"""'\1 . . . refrain from entering into any contract subject to this Order, or extension or other modification of such a contract with a contractor debarred from Government contracts under Part II, Subpart D, of this Order. [Sec. 301 amended by EO 12086 of Oct. 5, 1978,43 FR 46501,3 CFR, 1978 Comp., p. 230] SEC. 302. "Construction contract" as used in this Order means any contract for the construction, rehabilitation, alteration, conversion, extension, or repair of buildings, highways, or other improvements to real property. (b) The provisions of Part II of this Order shall apply to such construction contracts, and for purposes of such application the administering department or agency shall be considered the contracting agency referred to therein. (c) The term "applicant" as used in this Order means an applicant for Federal assistance or, as determined by agency regulation, other program participant, with respect to whom an application for any grant, contract, loan, insurance, or guarantee is not finally acted upon prior to the effective date of this Part, and it includes such an applicant after he/she becomes a recipient of such Federal assistance. SEC. 303. The Secretary of Labor shall be responsible for obtaining the compliance of such applicants with their undertakings under this Order. Each administering department and agency is directed to cooperate with the Secretary of Labor and to furnish the Secretary such information and assistance as the Secretary may require in the performance of the Secretary's functions under this Order. (b) In the event an applicant fails and refuses to comply with the applicant's undertakings pursuant to this Order, the Secretary of Labor may, after consulting with the administering department or agency, take any or all of the following actions: (I) direct any administering department or agency to cancel, terminate, or suspend in whole or in part the agreement, contract or other arrangement with such applicant with respect to which the failure or refusal occurred; (2) direct any administering department or agency to refrain from extending any further assistance to the applicant under the program with respect to which the failure or refusal occurred until satisfactory assurance of future compliance has been received by the Secretary of Labor from such applicant; and (3) refer the case to the Department of Justice or the Equal Employment Opportunity Commission for appropriate law ;e, . enforcement or other proceedings. (c) In no case shall action be taken with respect to an applicant pursuant to clause (1) or (2) of subsection (b) without notice and opportunity for hearing. [Sec. 303 amended by EO 12086 of Oct. 5, 1978, 43 FR 46501, 3 CFR, 1978 Comp., p. 230] SEC. 304. Any executive department or agency which imposes by rule, regulation, or order requirements of nondiscrimination in employment, other than requirements imposed pursuant to this Order, may delegate to the Secretary of Labor by agreement such responsibilities with respect to compliance standards, reports, and procedures as would tend to bring the administration of such requirements into conformity with the administration of requirements imposed under this Order: Provided, That actions to effect compliance by recipients of Federal financial assistance with requirements imposed pursuant to Title VI of the Civil Rights Act of 1964 shall be taken in conformity with the procedures and limitations prescribed in Section 602 thereof and the regulations of the administering department or agency issued thereunder. Part IV - Miscellaneous ,......,,", ) . SEC. 401. The Secretary of Labor may delegate to any officer, agency, or employee in the Executive branch of the Government, any function or duty of the Secretary under Parts II and III of this Order. [Sec. 401 amended by EO 12086 of Oct. 5, 1978, 43 FR 4650 I, 3 CFR, 1978 Comp., p. 230] SEC. 402. The Secretary of Labor shall provide administrative support for the execution of the program known as the "Plans for Progress." SEC. 403. Executive Orders Nos. 10590 (January 19, 1955), 10722 (August 5, 1957), 10925 (March 6, 1961), 11114 (June 22, 1963), and 11162 (July 28, 1964), are hereby superseded and the President's Committee on Equal Employment Opportunity established by Executive Order No. 10925 is hereby abolished. All records and property in the custody of the Committee shall be transferred to the Office of Personnel Management and the Secretary of Labor, as appropriate. (b) Nothing in this Order shall be deemed to relieve any person of any obligation assumed or imposed under or pursuant to any Executive Order superseded by this Order. All rules, regulations, orders, instructions, designations, and other directives issued by the President's Committee on Equal Employment Opportunity and those issued by the heads of various departments or agencies under or pursuant to any of the Executive orders superseded by this Order, shall, to the extent that they are . tl'A'~ . not inconsistent with this Order, remain in full force and effect unless and until revoked or superseded by appropriate authority. References in such directives to provisions of the superseded orders shall be deemed to be references to the comparable provisions of this Order. [Sec. 403 amended by EO 12107 of Dec. 28, 1978,44 FR 1055,3 CFR, 1978 Comp., p. 264] SEC. 404. The General Services Administration shall take appropriate action to revise the standard Government contract forms to accord with the provisions of this Order and of the rules and regulations of the Secretary of Labor. SEC. 405. This Order shall become effective thirty days after the date of this Order. .' . . ----......, ",.... "'!'""Tr~r""" ~...!;,.~,'l'_~ ~ ! . FRONT PAGE Attached to and part of Bond No. 08794289 In compliance with Florida Statute Chapter 255.05 (1)(a), Public Work. All other Bond Page(s) are deemed subsequent to this page regardless of any page number (s) that may be pre-printed thereon. Contractor Name: David Nelson Construction Co. Contractor Address: 3483 Alternate US 19 Palm Harbor, FL 34683 . Contractor Pbone No.: 717-784-7624 Surety Company: Fidelity and Deposit Company of Maryland and Zurich American Insurance Company Surety Address: 4904 Eisenhower Boulevard, Suite 200 Tampa, FL 33634-6328 Surety Phone No.: 813-35....2232 Owner Name: City of Clearwater, Florida Owner Address: Post Office Box 4748 Clearwater, FL 33758-4748 Owner Pbone No.: 717-562-4750 Obligee Name: NA (U cootractlnll entily is differeDt fro.. dle _r, dle eeBtnctiq plIbJic entity) Obligee Address: NA Obligee Pbone No.: NA Bond Amount: 516,319,125.7S Contract No. (if applicable) OJ-0079-ED . Deseription of Work: Beacb Walk Pbases 2, J and 4 Projeet Location Clearwater, Florida Legal Description NA THE FRONT PAGE IS ATTACHED HERETO AND MADE A PARI HEREOF . BOND NUMBER: 08794289 CONTRACT BOND STATE OF FLORIDA COUNTY OFPINELLAS KNOW ALL MEN BY THESE PRESENTS: That we, DAVID NELSON CONSTRUCTION COMPANY, INC. Contractor and FIDELITY AND DEPOSIT COMPANY OF MARYLAND (Surety) whose home address is 4904 EISENHOWER BOULEVARD, SUITE 200 TAMPA. FLORIDA 33634 and ZURICH AMERICAN INSURANCE COMPANY. (Surety), whose address is 4904 . EISENHOWER BOULEVARD,. SUITE 200, TAMPA, FL 33934, BEREINAFI'ER CALLED THE "Surety", are held and finnly"bound into the City of Clearwater, Florida (hereinaftar called the "Owner") in the penal sum of: SIXTEEN MILLION THREE HUNDRED NINETEEN THOUSAND ONE HUNDRED TWENTY-FIVE DOLLARS AND SEVENTY-FIVE CENTS ($16,319,125.75) INCL:VDES BASE BID TOTAL PLUS AL TERNATItS ONE THROUGH EIGHT for the payment of which we bind ourselves, our heirs, executors, administratol1l. .~ ..signs for the faithful perlbnnance of . certain written contract, dated the J7~daY of ~ , ~, entered into between the COntractor and the City of Clearwater. ) BEACH WALK PHASES 2,3 AND 4 (03-0079-ED) . a copy of which said contract i. in<:orporated herem by reference and is made a part hereof as if fully copied herein. NOW TBEIUtFORE, THE CONDITIONS OF THIS ODLlGATION ARE SUCH, that if the Contractor shall in all respects comply with the terms and conditions of said contract, including the one-year guarantee of material and labor, and his obligations thereunder, including the contract documents (wbich include the Advertisement for Bids, Form of Proposal, Form of Contract, Fonn of Surety Bond, Instructions to Bidders, General Conditions and Tecbnica1 Specifications) and the Plans and Specifications therein referred to and made a part thereot: and such alterations as may be made in said Plans and Specifications as therein provided for, and shall indemnify and save harmless the said Owner against and from all COBts, expenses, damages_ injury or conduct, want of care or skill_ negligence or default; including patent infringements on the part of the said Contractor agents or employees, in the execution or performance of said contract, including errors in the plans furnished by the Contractor_ and further, if such "Contractor" or "ContractQrS" shall promptly make payments to all penons supplying him, them or it_ labor, material, and supplies used directly or indirectly by said Contractor, Contractors, Sub-Contractor, or Sub-Contractors, in the prosecution of the work provided for in said Contract, this obligation shall be void, otherwise, the Contractor and Surety jointly and severally agree to pay to the Owner any difference between the sum to which the said Contractor would be entitled on the completion of the Contract, and that which the Owner may be obliged to pay for the completion of said work by contract or otherwise, & any damaaes, direct or indirect, or consequential, which said Owner may sustain on account of such work, or on account of the failure of the said Contractor to properly and in all things, keep and execute all the provisions of said contract. . ~,_r Page 1 '\. . . . CONTRACfBONQ {2) And the said Contractor and Surety hereby further bind themselves, their successors, executors, adIninistrators, and assigns, jointly and severally, that they will. amply and fully protect the said Owner against, and win pay any and all amounts; damages, costs and judgments which may be recovered against or which the Owner may be caJIed upon to pay to any person or corporation by reason of any damages arising from the performance of said work, or of the repair or maintenance thereof, or the manner of doing the same or the neglect of the said Contractor or his agents or servants or the improper performance of the said work by the Contractor or his agents or servants, or the infringements of any patent Tights by reason of the use of any material furnished or work done; as aforesaid, or otherwise. And the said Contractor and Surety hereby further bind themselves, their successors, heirs, executors, administrators, and assigns, jointly and severally, to repay the owner any sum which the Owner may be compelled to pay because of any lien for labor material furnished for the work, embraced by said Contract. And the said Surety, for the value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it , does hereby waive notice of any such change, extension of time, alteration or addition to the terms of I the contract or to the work or to the specifications. IN TESTIMONY WHEREOF, witness the.hands and seals of the parties hereto this '7+k dayof~ 2001. . D v. c. ~~n S;,~ r' tJ A/VY\ /) /1' Ai Iv ~~ COUNTERSIGNED: 0 Fidelity and Deposit Company of Maryland Zurich American Insurance Company S~. IilRfJJ 813-354-2232 By. twW- JfJc ATTORNEY..IN-FACT Teresa Weaver, FL Licensed Resident Agent WACHOVIA INSURANCE SERVICES, INC. 4600 W. CYPRESS ST. TAMPA, FL 33607 _ :: ~13) 287-1936 ~. '-, - ..-'" . . - --- -- "'-":'"' ~.;Y. :.. .,-_Y '- ...~' : _.~ _.. ,_ '. ::;.. :..-.:..:.~ . ,~. . '. , ~'- :.. ...... .. Page 2 ~~ -:::: - .---- .-.' --, -- -;~~"---. ~..._- ......... '. -----........-- ~..... ;' .'~'. .....:: .~ ..-..... ..--' e . . Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by THEODORE G. MARTINEZ, Vice President, and ERIC D. BARNES, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said ny, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d " ereby nominate, constitute and appoint John R. NEV, Diane SIDEBOTHAM, Carol H VER, all of Tampa, Florida, EACH its true and lawful agent and Attorney-in-Fa t ,s e;, and on its behalf as surety, and as its act and deed: any and all bonds 0 ' a~~' . uch bonds or undertakings in pursuance of these presents, shall be as bi . ~~~~ply, to all intents and purposes, as if they had been duly executed and ack ~ dfiitlers of the Company at its office in Baltimore, Md., in their own proper pe~~p t~~ Issued on behalf of John R. NEV, Diane SIDEBOTHAM, Carol H. HERMES,~~~~ The said Assistant ~~s~'rt:~ certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By-~~dCompany, and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 19th day of July, A.D. 2006. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND LlJ/~ -7 ~/-:"&;#.' ky y<}' Ji:~ - {' / By: Assistant Secretary Theodore G. Martinez Eric D. Barnes State of Maryland } ss' City of Baltimore . On this 19th day of July, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came THEODORE G. MARTINEZ, Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. ,\\\,'111111111' (:~:~~~:;~, JI1IJHU\\ ;'1 '] '-'-"CJ"0-jJ.:1fl4Z- C.. /:~)J.~-/Y' -~~~-- -'~' Constance A. Dunn Notary Public My Commission Expires: July 14,2007 -, ''-' ....- - ,- . a -~ ~....-." POA-F 031-3017 , e . . the ZURICH AMERICAN INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that the ZURICH AMERICAN INSURANCE COMPANY, a corporation created by and existing under the laws of the State of New York does hereby nominate, constitute and appoint John R. NEV, Diane SIDEBOTHAM, Carol H. HERMES and Teresa WEAVER, all of Tampa, Florida, EACH its true and lawful Attorneys-In-Fact with power and authority hereby conferred to sign, seal, and execute in its behalf, during the period beginning with the date ofissuanc~ofthis ~ any and all bonds and undertakings, recognizances or other written obligations in the nature thereof, and to bi (mO~RICAN INSURANCE COMPANY thereby, and all of the acts of said Attorney[ s ]-in-Fact pursuant to these pre~~e e firmed. This Power of Attorney is made and executed pursuant to and by the authOri~tyf the foil ~~~ado t d of Directors of the Company which By-Law has not been amended or rescinded. ~ \J 0 Article VI, Section 5. "...The President or a Vic~pres' ~ . s es etary or an Assistant Secretary may appoint any person Attorney-In-Fact with ex~t sure the Company and other formal underwriting contracts in reference thereto an . ~ ents t' I al polices and bonds of all kinds and attach the corporate seal. Any such officers (9 0 :~~~rs e&#\ ey-In-Fact." This Power of Attorney iS~i e al . i~ er and by the authority of the following Resolution adopted by the Board of Directors of the ZURICH . S CE COMPANY by unanimous consent in lieu of a special meeting dated December 15, 1998 " RESOLVED, that the sIgnature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile on any Power of Attorney pursuant to Article VI, Section 5 ofthe By-Laws, and the signature of a Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power. Any such power or any certificate thereof with such facsimile signature and seal shall be valid and binding on the Company. Furthermore, such power so executed, sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding on the Company." IN WITNESS WHEREOF, the ZURICH AMERICAN INSURANCE COMPANY has caused these presents to be executed in its name and on its behalf and its Corporate Seal to be hereunto affixed and attested by its officers thereunto duly authorized, this 19th day of July, A.D. 2006. This power of attorney revokes that issued on behalf of John R. NEV, Diane SIDEBOTHAM, Carol H. HERMES, dated November 17,2004. Jo~'''''.'''t. ~,.,~ hi. 1NSv. ...~ ,.~cr:~......Iti~.... !j ....:~O~1l4~~\ Ec(!~_._ io: ix.1 !O; \.9,\ 1998 ,/fj 'l.~'" ....d:,If ~ - '<-' ..~........... 't-~ .... ........~,. * .....01 ........ STATE OF MARYLAND} ss: CITY OF BALTIMORE Eric D. Barnes Secretary Theodore G. Martinez Vice President On the 19th day of July, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came the above named Vice President and Secretary of ZURICH AMERICAN INSURANCE COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument and they each acknowledged the execution of the same and being by me duly sworn, they severally and each for himself deposed and said that they respectively hold the offices in said Corporation as indicated, that the Seal affixed to the preceding instrument is the Corporate Seal of said Corporation, and that the said Corporate Seal, and their respective signature as such officers, were duly affixed and subscribed to the said instrument pursuant to all due corporate authorization. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year fIrst above. ZURICH AMERICAN INSURANCE COMPANY ~}),~. -75~~~ 'V~J By: ,\\\lIlHllf' ~!.~~I:~) JIII"",,\ ~ a OJJ/Y'41--' Notary Public My Commission Expires: July 14,2007 This Power of Attorney limits the acts of those named therein to the bonds and undertaking specifically named therein, and they have no authority to bind the Company except in the manner and to the extent herein stated. CERTIFICATE I, the undersigned, a Secretary of the ZURICH AMERICAN INSURANCE COMPANY, do hereby certify that the foregoing Power of Attorney is still in full force and effect, and further certify that Article VI, Section 5 of the By-Laws of the Company and the Resolution of the Board of Directors set forth in said Power of Attorney are still in force. -'"..;;ti;j;;;......... IN TESTIMONY WHEREOF I have hereto subscribed my name and affixed the seal of said Company l~0;.....~;;;;;;,.":~''''... - _ ::~(k., (,0 . -........, " c:l ~ - ::t 0 .. ,~. ': if .JIJ.--7 'IO/JJ.. = , -. - ,0: ~ '7 :4f-.vU. ix. \ ] 0: \~\_ 1998 ./fj o:.,~^..... .......A~ ~..;<> ....-.... 't-~ ~.." ""....!.:' .......", day of --=-- --- -C.-Gerald F.~aley Secretary ----. '"- - .::: '-' -- c- -' ,-- .' ..... ""- - -. -. .~.... POA.Z ZA 031-3017B Serial Number: SJ2006July19ZA 031-3017B . CONTRACT ~ This CONTRACT made and entered into this fl- day of the City of Clearwater, Florida, a municipal corporation, h DAVID NELSON CONSTRUCTION COMPANY. IN . of the City of PALM HARBOR, County of PINEL LAS and State of Florida, hereinafter designated as the "Contractor". WITNESSETH: That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as follows: The Contractor, and his or its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will at their own cost and expense perform all labor, furnish all materials, tools and equipment for the following: BEACH WALK PHASES 2, 3 AND 4 FOR THE SUM OF: SIXTEEN MILLION THREE HUNDRED NINETEEN THOUSAND ONE HUNDRED TWENTY-FIVE DOLLARS AND SEVENTY-FIVE CENTS ($16,319,125.75) INCLUDES BASE BID TOTAL PLUS ALTERNATES ONE THROUGH EIGHT. . In accordance with such proposal and technical supplemental specifications and such other special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this contract, and all of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike manner to the satisfaction of the City. If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB-CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB-CONTRACTOR, AGENT SERVANTS OR EMPLOYEES. . Page 3 . . . CONTRACT (2) In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay-off or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non-discrimination clause. The Contractor further agrees to insert the foregoing provisions in all contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub-contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of $1.000.00 per day for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sum of $1.000.00 per day shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. It is further mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the surety bond which is attached hereto for the faithful performance of the terms and conditions as contained herein by the Contractor, that the City shall at any time deem the surety or sureties upon such performance bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment shall be made to the Contractor under the terms and provisions of this contract until such new or additional security bond guaranteeing the faithful performance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. Page 4 . CONTRACT (3) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By: ~ ~-~---:I{:' William B. Home, n City Manager Countersigned: By: 4~ ~ Fmdk Hibbard, · . Mayor-Councilmember . (Contractor must indicate whether Corporation, Partnership, Company or Individual.) (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority to bind the Corporation). Page 5 (Seal) Attest: ~_..- -.' .. -? M~--p~ .. . a E::'~t>udeau,:_ ~ Clerk" __ - -' /< -- - . Appf9y~4 as to fQrm IMft le~ :Miftei8R~'=' C-"'~.o~ Carlos F. 016n Assistant City Attorney CJtJu..tftVJ1 (P. By: DtA vlcL F ~ j----~ . . . CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORM) STATE OF FLORIDA COUNTY OF PINELLAS On this day personally appeared before me, the undersigned authority, duly authorized to administer oaths and take acknowledgments, , who after being duly sworn, deposes and says: That he is the (TITLE) of DAVID NELSON CONSTRUCTION COMPANY. INe. a Florida Corporation, with its principal place of business located at 3483 ALTERNATE 19. PALM HARBOR. FLORIDA 34683 (herein, the "Contractor"). That the Contractor was the general contractor under a contract executed on the day of .200_, with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, as Owner, and that the Contractor was to perform the construction of: BEACH WALK PHASES 2, 3, AND 4 (03-0079-ED) That said work has now been completed and the Contractor has paid and discharged all sub-contractors, laborers and material men in connection with said work and there are no liens outstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described property. That he is making this affidavit pursuant to the requirements of Chapter 713, Florida Statutes, and upon consideration of the payment of (Final Full Amount of Contract) in full satisfaction and discharge of said contract. That the Owner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this affidavit shall mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworn and subscribed to before me David Nelson Construction Co.. Inc. AFFIANT This _ day of ,200 . BY: NOTARY PUBLIC My Commission Expires: PRESIDENT Page 6 . . . BEACHWAI,J{ PHASES 2.3 & 4 SECTION m - CONTRACT DOCUMENTs , PROPOSAL BOND (Not to be filled out if a ctrtific:d check is submitted) KNOWN ALL MEN BY THESE PRESENTS: That we, the undersigned, David Nelson Construction Co. as Pril1l:ipalt and Fidelity and Deposit Company of Maryland as SW'Cty. are held and 1innIy bound unto the Oty of Clearwater, Florida, in the sum of Ten Percent of the Amount Bid in Dollars ($10% Amt. Bid) (being a lDinimum of 10010 of Contractots total bid amount) far the payment ofwbicb. well and truly to be made. we hereby jointly and severally bind OUI'5Clv~ our heirs, c:J[ecutors, administrators, successors and ~r, COlITRACT# The condition oftbc above obligation is sud1 that iftbe ~ PmPoat of David Nelson Construction Co. as Principal, and Fidelity and Deposit Company of Maryland as . Surety. for work specified as: Beach Walk - Phases 2, 3 and 4 all as stipulated in said Pmposa1.' by doing all work incidental thereto. in accordance with the plans and specifications provided herefort all within PinclIaa County, is acc~ and the cootract awarded to the above named bidder, and the said bidder shall within ten da)'S after ootice of said award enter into a contract, in writing, 8Dd 1innish tho required Performance Bond with surety or sureties to be approved by the City Manager, this obligation shall be void, othawise the same sba1l be in full force and virtue by law and the full amount of this Proposal BoJ;Jd will be paid to the City as stjpulated or liquidated damages. Signed this 28th day of November .~. (Principal must italiicate whether COrporation. PartnershiP. company or individual) David Nelson Constructi0n Co., a corporatIon The person siguiDg shall. in his own handwriting. sign the Principal's name, his own name and his title; the person signing for a cmporation must, byaftidavit, show his authority to bind the corporation. David Nelson Construction Co. .~ DAu,T':) WACHOVIA INSURANCE SERVICES, INC. 4600 W. CYPRESS ST. TAMPA, Fl 33607 (813) 287-1936 Fidelity and Deposit Company of Maryland S~ 813-354-2232 ~IL tiHauJJc Teresa Weaver, Attorney in Fact FL Licensed Resident Agent L:\COMMON'Clearwater\Bll8Cb Walt Coast Dooa PIt 2~ Doca- Tech SpccaICOmRACT DOCua.a!NrS-sEC m.doc Page 8 4128/06 . . . Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by THEODORE G. MARTINEZ, Vice President, and ERIC D. BARNES, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the BY-LaW~Of Said. ny, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d' ereby nominate, constitute and appoint John R. NEV, Diane SIDEBOTHAM, Carol H r VER, all of Tampa, Florida, EACH its true and lawful agent and Atlorney-in-Fa ii' s a ~ 11 , and on its behalf as surety, and as its act and deed: any and all bonds '" ' a j._ uch bonds or undertakings in pursuance of these presents, sha~l be as bi' ~m ~m <'l-a1TIply, to all intents and purposes, as if they had been duly executed and ack e re ~ ditders of the Company at its office in Baltimore, Md., in their own proper pe~p f~o~ ~ Issued on behalf of John R. NEV, Diane SIDEBOTHAM, Carol H. HERMES,~~~~' The said Assistant ~s \He\iG), certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By-~~aidCompany, and is now in f<;)rce. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 19th day of July, A.D. 2006. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND '7 ~%/;~~ :4 tf~ ~}),~ By: Theodore G. Martinez Eric D. Barnes Assistant Secretary State of Maryland }ss. City of Baltimore . On this 19th day of July, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came THEODORE G. MARTINEZ, Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. \\"""""1 {~;~;~;~~;J ""tntl" /' /) i~' ~4....o..F:""..cL lJ._ t___)_^_-'./-!'--Y'_ Constance A. Dunn Notary Public My Commission Expires: July 14,2007 POA-F 031-3017 BEACH WALK PHASES 2. 3 & 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS AFFIDAVIT (To be filled in and executed if the bidder is a corporation) STATE OF FLORIDA ) COUNTY OF Pinellas ) Linda D. Shutt being duly sworn, deposes and says that he/she is Asst. Secretary of David Nelson Construction Co. a corporation organized and existing under and by virtue of the laws of the State of Florida, and having its principal office at: 3483 Alternate 19, Palm Harbor, Pinellas, Florida Street & Nwnber City County State Affiant further says that he is familiar with the records, minute books and by-laws of David Nelson Construction Co. (Name of Corporation) Affiant further says that David L. Vekasi is /.....'. (Officer's Name) (Title) , of the corporation, is duly authorized to sign the Proposal for Beach Walk Phases 2, 3 & 4 for said corporation by virtue of by laws (state whether a provision of by I ws or a Reso Directors. If b Re lution giv Vice President- e Board of adoption). _' r /} u..tt _ r !;( ( J-- Affiant Asst. Corporate ~cret;; Sworn to before me this 28th day of November , 2006. Dhnaft {}WL Notao:~lt~<CASE OBS . ot f\or\aa Motarv Pub\lc, State 22 2010 M eemm expo Jan. · Type/print/stam~ 08MIIf. Nti~~l33 Title or rank, and Serial No., if any J'"\. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech SpecslCONTRACT DOCUMENTS-SEC lII.doc BEACH WALK . PHASES 2.3 & 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS NON-COLLUSION AFFIDAVIT STATE OF FLORIDA ) COUNTY OF Pinellas ) David L. Vekasi being, first duly sworn, deposes and says that he is Vice President of David Nelson Construction Co. ~ the party making the foregoing Proposal or Bid; that such Bid is genuine and not collusive or sham: that said bidder is not financially interested in or otheIWise affiliated in a business way with any other bidder on the same contract; that said bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any bidders or person, to put in a sham bid or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price or affiant or any other bidder, or to fix any overhead, profit or cost element of said bid price, or that of any other bidder, or to secure any advantage against the City of Clearwater, Florida, or any person or persons interested m the proposed "'''~'''. <<ontract; and that 'all statements contained in said proposal or bid are true; and further, that such bidder .: as not directly or indirectly submitted this bid, or the contents thereof, or divulged information or data relative thereto to any association or to any member or agent thereof. S\Dt\ft ,~ David L. Vekasi' Aifian{ Vice President Sworn to and subscribed before me this 28th day of November , 2006. fJ.tw. h (J~ Notary Public . OEBORAH CASE NOlary Public, Slale of Florida My comm. expo Jan. 22, 2010 Camm. No. DO 509133 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SFr' III rinr 4.. >. BEACH WALK PHASES 2. 3 & 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS PROPOSAL (1) TO THE CITY OF CLEARWATER, FLORIDA, for Beach Walk Phases 2, 3 & 4 and doing such other work incidental thereto, all in accordance with the contract documents, marked Beach Walk - South Gulfview Boulevard Phases II, III & IV Every bidder must take notice of the fact that even though his proposal be accepted and the documents signed by the bidder to whom an award is made and by those officials authorized to do so on behalf of the City of Clearwater, Florida, that no such award or signing shall be considered a binding contract without a certificate from the Finance Director that funds are available to cover the cost of the work to be done, or without the approval of the City Attorney as to the form and legality of the contract and all the pertinent documents relatfug thereto having been approved by said City Attorney; and such bidder is hereby charged with this notice. The signer of the Proposal, as bidder, also declares that the only person, persons, company or parties interested in this Proposal, are named in this Proposal, that he has carefully examined the Advertisement, mstructions to Bidders, Contract Specifications, Plans, Supplemental Specifications, General Conditions, Special Provisions, and Contract Bond, that he or his representative has made such investigation as is necessary to determine the character and extent of the work and he proposes and agrees that if the Proposal be accepted, he will contract with the City of Clearwater, Florida, in the form of contract; hereto annexed, to provide the necessary labor, materials, machinery, equipment, tools or apparatus, do all the work required to complete the contract within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, Florida, as herein and hereinafter set forth, and furnish the required surety bonds for the following prices to wit: L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech SpecslCONTRACT DOCUMENTS-SEC III.doc T'\_ __ 1 .. BEACH WALK PHASES 2. 3 & 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS PROPOSAL (2) If the foregoing Proposal shall be accepted by the City of Clearwater, Florida, and the undersigned shall fail to execute a satisfactory contract as stated in the Advertisement herein attached, then the City may, at its option determine that the undersigned has abandoned the contract, and thereupon this Proposal shall be null and void, and the certified check or bond accompanying this Proposal, shall be forfeited to become the property of the City of Clearwater, Florida, and the full amount of said check shall be retained by the City, or if the Proposal Bond be given, the full amount of such bond shall be paid to the City as stipulated or liquidated damages; otherwise, the bond or certified check accompanying this Proposal, or the amount of said check, shall be returned to the undersigned as specified herein. Attached hereto is a bond or certified check on Bid Bond Bank, for the sum of 10% of amount bid ($ 10% of amt. bid ) (being .a minimum of 10% of Contractor's total bid amount). ~ ). The full names and residences of all persons and parties interested in the foregoing bid are as follows: (If corporation, give the names and addresses of the President and Secretary. If firm or partnership, the . names and addresses of the members or partners. The Bidder sha11list not only his name but also the name of any person with whom bidder has any type of agreement whereby such person's improvements, enrichment, employment or possible benefit, whether sub-contractor, materialman, agent, supplier, or employer is contingent upon the award of the contract to the bidder). NAMES: ADDRESSES: David F. Nelson - President, 1132 E. Lake Drive, Tarpon Springs, FL 34689 Wendy S. Nelson - Secretary, 1132 E. Lake Dtive, Tarpon;:Springs, FL 34689 Sign&ure OfBi~JJ1 v:iv; David L. Vekasi, Vice President . (The bidder must indicate Wheth~~rpora~artnership, Company or Individual). L:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lIl.doc -. '\. BEACH WALK PHASES 2. 3 & 4 CONTRACT # . SECTION III - CONTRACT DOCUMENTS The person signing shall, in his own handwriting, sign the Principal's name, his own name and his title. Where the person signing for a corporation is other than the President or Vice-President, he must, by affidavit, show his authority, to bind ~e corporation. \)I't-V"~ M~~AJ ~~{,... G; ~A L. ~l4Pt I V.~. By: 3483 Alternate 19 Dated at Palm Harbor, FL 34683 \{, ? Zip Code 34683 , this 28th day of November L\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lII.doc D...._.e. ,., PROPOSAL (3) Title: City and State: Palm Harbor, FL , A.D., 2006 BEACH WALK PHASES 2. 3 & 4 CONTRACT # c....,.'. ," '~ , :':,-0/ SECTION OJ - CONTRACT DOCUMENTS CITY OF CLEARWATER ADDENDUM SHEET PROJECT: BEACH WALl{, PHASES 2. 3 AND 4 Acknowledgment is hereby made of the following addenda received since issuance of Plans and Specifications. Addendum No. 1 Date: 10/25/06 Response tonld.dder' sL1Questions~ No. 1 Date: 10/27/06 Response to Bidder's Questions~il"li'l.n.1lI1II No. 2 Date: 10/31/06 Response to Bidder's Questions~ No. 3 Date: 11/03/06 Response to Bidder's Questions~o. 4 Date: 11/04/06 ,~es.e to Bidder's Questions~~Q. 4a Date: 11/07/06 Res'ponse to Bidder's Questions ~ No. 5 Date: 11/10/06 Response to Bidder's Questions~ No. 6 Date: 11/13/06 Response to Bidder' s.,Questions ~ No. 7 Date: 11/14/06 Response to Bidder's Questions~ No. 8 Date: 11/15/06 Addendum No. Date: M~~ilc:ion~ (Signature of OfficerY David L. Vekasi, Vice Presiden~ (Title of Officer) . November 28, 2006 (Date) L:\COMMON\Clearwater\Beach Walk Cons! Docs Ph 2-4\Con!r Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lII.doc SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL wI ADDENDUM NO.1 BASE BID SUMMARY PROJECT: BEACH WALK, PHASES 2, 3 & 4 ITEM I DESCRIPTION NO. BID TOTAL 1000 ADMINISTRATIVfION $ 3,009,000.00 2000 DEMOLITION $ 848,367.75 4000 PAVING $ 2,123,828.25 6000 SIGNING AND PAVEMENT MARKINGS $ 173,349.60 7000 ENHANCEMENT $ 177,302.00 BODO HARDSCAPE $ 2,502,606.50 9000 LANDSCAPE $ 241,792.65 10000 IRRIGATION IMPROVEMENTS $ 171,000.00 FDOT TRAFFIC SIGNALIZATION $ 290,085.20 SUB-TOTAL ITEM NOS. 1000, 2000, 4000, 6000, 7000, 8000,9000,10000, FOOT SIGNALIZATION $ 9,537,331.95 10""" CONTINGENCY OF ITEM NOS. 1000, 2000, 4000, 6000, 7000, 8000, 9000, 1??oo, FOOT S/GNALIZA TION $ 953,733.20 TOTAL OF ITEM NOS. 1000, 2000, 4000, 6000, 7000, 8000,9000, 10000, FOOT SIGNALIZATION $ 10,491,065.15 3000 DRAINAGE $ 774,360.00 . DRAINAGE 10% CONTINGENCY $ 77 ,436.00 SUB-TOTAL DRAINAGE $ 851,796.00 5000 UTILITIES SUB-TOTAL WATER $ 560,080.00 WATER 10""" CONnNGENCY $ 56,008.00 TOTAL WATER $ 616,088.00 SUB-TOTAL RECLAIMED $ 121,685.00 RECLAIMED 10% CONTINGENCY $ 12,168.50 TOTAL RECLAIMED $ 133,853.50 SUB-TOTAL SEWER $ . 269,800.00 SEWER 10""" CONnNGENCY $ 26,980.00 TOTAL SEWER $ 296,780.00 GRAND TOTAL BASE BID $ 12,389,582.65 CONTRACTOR: David Nelson Construction Co. BIDDER'S GRAND TOTAL $12.389 58265 (Numbers) BIDDER'S GRAND TOTAL $ Twelve Million Three Hundred EiQhtv Nine Thousand Five Hundred EiQhtv Two Dollars and Sixty Five Cents (Words) THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE . BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHAlL GOVERN. SECTION III - CONTRACT DOCUMENTS .BIDDER'S PROPOSAL wi ADDENDUM NO.1 SUMMARY PROJECT: BEACH WALK, PHASES 2, 3 & 4 II ALTERNATE I NO. 1 $ 2 $ 3 $ 4 $ 5 $ 6 $ 7 $ 8 $ 9 $ . ALTERNATE TOTAL 506,475.48 369,266.70 709,029.92 188,760.00 1,122,536.80 80,410.00 282,999.20 670,065.00 96,755.12 . BEAcH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 1000 ADMINISTRATIVE 1002 MOBILIZATION PHASE II 1 LS $ 310,000.00 $ 310,000.00 1003 MOBILIZATION PHASE III 1 LS $ 300,000.00 $ 300,000.00 1004 MOBILIZATION PHASE IV 1 LS $ 100,000.00 $ 100,000.00 1006 LAYOUT PHASE II 1 LS $ 150,000.00 $ 150,000.00 1007 LAYOUT PHASE III 1 LS $ 60,000.00 $ 60,000.00 1008 LAYOUT PHASE IV 1 LS $ 40,000.00 $ 40,000.00 1010 MATERIAL TESTING PHASE II 1 LS $ 35,000.00 $ 35,000.00 1011 MATERIAL TESTING PHASE III 1 LS $ 25,000.00 $ 25,000.00 1012 MATERIAL TESTING PHASE IV 1 LS $ 5,000.00 $ 5,000.00 1015 MAINTENANCE OF TRAFFIC PHASE II 1 LS $ 825,000.00 $ 825,000.00 1016 MAINTENANCE OF TRAFFIC PHASE III 1 LS $ 825,000.00 $ 825,000.00 1017 MAINTENANCE OF TRAFFIC PHASE IV 1 LS $ 160,000.00 $ 160,000.00 1018 CONTRACTOR/CITY OFFICE SPACE 1 LS $ 72,000.00 $ 72,000.00 1019 PROJECT SIGNS 2 EA $ 1,000.00 $ 2,000.00 1020 PROJECT CONTROL FENCE 1 LS $ 100,000.00 $ 100,000.00 TOTAL ADMINISTRATION $ 3,009,000.00 . . 16 N:\06 ESTIMATES\06-081 BEACH WAlK PHASE 2. 3. & 4\PROPOSAl\11-20 REVISED PROPOSAl WITH FORMUlAS BY ONce 11/2812006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 2000 DEMOLITION 2001 EROSION CONTROL MANAGEMENT 1 LS $ 50,000.00 $ 50,000.00 2002 DUST CONTROL-CALCIUM CHLORIDE (CONTINGENCY) 1000 TN $ 5.00 $ 5,000.00 2003 DUST CONTROL-WATER (CONTINGENCY) 0 LS NA NA 2004 BALED HAY OR STRAW (CONTINGENCY) 0 LS NA NA 2005 FLOATING TURBIDITY BARRIER 115 LF $ 15.00 $ 1,725.00 2006 INSTALL SILT FENCE 3600 LF $ 1.25 $ 4,500.00 2007 SPECIAL EXCAVATION <1.0 FT 2150 CY $ 8.00 $ 17,200.00 2008 SPECIAL EXCAVATION >1.0 FT 0 CY NA NA 2009 REMOVE ASPHALT PAVEMENT 26256 SY $ 7.00 $ 183,792.00 2010 STANDARD MILLING TYPE B-CITY 505 SY $ 10.00 $ 5,050.00 2011 STANDARD MILLING TYPE B-CONTRACTOR 0 SY NA NA 2013 REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS 666 SY $ 80.00 $ 53,280.00 2014 REMOVE CONCRETE PAVEMENT 6" 1206 SY $ 18.00 $ 21,708.00 2015 REMOVE ASPHALT PARKING STRIP 731 SY $ 4.00 $ 2,924.00 2016 REMOVE EXISTING 2' CURB 6877 LF $ 6.00 $ 41,262.00 2017 REMOVE EXISTING 0.5' CURB 2971 LF $ 5.00 $ 14,855.00 2018 REMOVE SIDEWALK 4" 60483 SF $ 1.25 $ 75,603.75 2019 ROUGH GRADING 44785 SY $ 4.00 $ 179,140.00 2020 REMOVE EXISTING MANHOLE TYPE 1 AND FILL 5 EA $ 900.00 $ 4,500.00 . 2021 REMOVE MANHOLE TYPE 2 RECONSTRUCT 1 EA $ 500.00 $ 500.00 2022 REMOVE EXISITING INLET TYPE 1 AND FILL 9 EA $ 900.00 $ 8,100.00 2023 REMOVE EXISITING INLET TYPE 2 RECONSTRUCT 3 EA $ 500.00 $ 1,500.00 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT REPLACED 285 LF $ 85.00 $ 24,225.00 2025 REMOVE EXISTING STORM SEWER <18" TYPE 2 REPLACED 132 LF $ 12.00 $ 1,584.00 2026 REMOVE EXISTING STORM SEWER >18" TYPE 1 NOT REPLACED 320 LF $ 87.00 $ 27,840.00 2027 REMOVE EXISTING STORM SEWER >18" TYPE 2 REPLACED 210 LF $ 17.00 $ 3,570.00 2030 BRICK AND MORTOR PLUG -15" 2 EA $ 300.00 $ 600.00 2033 REMOVE EXISTING SHOWER AND WATER SERVICE 9 EA $ 300.00 $ 2,700.00 2034 REMOVE LANDSCAPING TREES 185 EA $ 200.00 $ 37,000.00 2035 REMOVE LANDSCAPING TREES - PALMS 18 EA $ 200.00 $ 3,600.00 2036 REMOVE REGULATORY SIGNS 65 EA $ 61.00 $ 3,965.00 2037 REMOVE EXISTING STREET LIGHT AND DISPOSAL 28 EA $ . 250.00 $ 7,000.00 2038 REMOVE EXISTING STREET LIGHTS AND DELIVER TO CITY 9 EA $ 250.00 . $ 2,250.00 2039 REMOVE EXISTING PARKING METERS 75 EA $ 20.00 $ 1,500.00 2040 REMOVE, STORE, AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 LOT 1 EA $ 6,100.00 $ 6,100.00 2041 REMOVE, STORE, AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT 2 EA $ 6,100.00 $ 12,200.00 2042 REMOVE, STORE, AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT 2 EA $ 6,100.00 $ 12,200.00 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 PARKING LOT 1 EA $ 6,100.00 $ 6,100.00 2044 REMOVE AND DELIVER AUTOMATIC GATE 2 EA $ 1,200.00 $ 2,400.00 2045 REMOVE AND DELIVER TICKET BOOTH 1 EA $ 1,200.00 $ 1,200.00 2046 REMOVE AND DELIVER TICKET DISPENSER 1 EA $ 1,200.00 $ 1,200.00 2047 REMOVE CANOPY 1 LS $ 12,200.00 $ 12,200.00 2048 REMOVE EXISTING DRINKING FOUNTAIN 12 EA $ 300.00 $ 3,600.00 2049 REMOVE EXISTING METAL BENCH 9 EA $ 90.00 $ 810.00 2050 SAW CUT EXISTING PAVEMENT AT CONNECTION 1942 LF $ 2.00 $ 3,884.00 . TOTAL DEMOLITION $ 848,367.75 17 N'\06 ESTlMATES\06-0B1 BEACH WALK PHASE 2. 3. & 4\PROPQSAU,,-20 REVISED PROPOSAl WITH FORaAJl.AS BY ONce 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 DESCRIPTION PRICE TOTAL 4000 PAVING 4001 FINISHED GRADING 41207 SY $ 1.00 $ 41,207.00 4002 OFFSITE BORROW IN PLACE 20379 CY $ 25.00 $ 509,475.00 4003 iNSTALL TYPE 1 CURB INDEX 101 8967 LF $ 15.00 $ 134,505.00 4004 INSTALL STRAIGHT CURB INDEX 101 2420 LF $ 18.00 $ 43,560.00 4005 INSTALL CONCRETE PIN CURB - 6" CITY INDEX 101 720 LF $ 18.00 $ 12,960.00 4006 INSTALL 2' CONCRETE VALLEY GUTTER 420 LF $ 25.00 $ 10,500.00 4007 CONNECT TO EXISTING CURB 21 EA $ 100.00 $ 2,100.00 4008 4' BARRIER MEDIAN 130 LF $ 30.00 $ 3,900.00 4009 4" CONCRETE ISLAND 125 SY $ 36.00 $ 4,500.00 4010 PARKING LOT ASPHALT SEALER 12741 SY $ 1.50 $ 19,111.50 4011 SURFACE COURSE - 1" 495 SY $ 21.00 $ 10,395.00 4012 SURFACE COURSE - 2" 505 SY $ 35.00 $ 17,675.00 4013 SURFACE COURSE - 3" 11862 SY $ 25.00 $ 296,550.00 4014 INSTALL BASE COURSE - 6" 495 SY $ 20.00 $ 9,900.00 4015 INSTALL BASE COURSE - 8" 505 SY $ 25.00 $ 12,625.00 4016 INSTALL BASE COURSE -10" 11862 SY $ 28.00 $ 332,136.00 4017 LEVELING BINDER 110#/1"/SY 66 TN $ 200,00 $ 13,200.00 4018 SURFACE COURSE 5/8" 0 SY NA NA 4019 PREPARE SUBGRADE -12" 12908 SY $ 15.00 $ 193,620.00 . 4020 CONCRETE SIDEWALK 4" 27086 SF $ 3.00 $ 81,258.00 4021 WASTE RECEPTACLE PAD BASE PREPARATION 3' X 3' 54 EA $ 25.00 $ 1,350.00 4022 BIKE RACK PAD BASE PREPERATION 66 EA $ 60.00 $ 3,960.00 4023 CONCRETE DRIVEWAYS - 6" 1126 SY $ 34.00 $ 38,284.00 4024 TOP SOIL 18927 SY $ 6.25 $ 118,293.75 4027 SAW CUT FOR CROSSWALK (SEE AL T 2) 0 LF NA NA 4028 SUBGRADE PREPARATION UNDER WALL FOOTING 3200 LF $ 10.00 $ 32,000.00 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE (SEE AL T 5 & 7) 7496 SY $ 6.00 $ 44,976.00 4030 SUBGRADE PREPARATION UNDER TYPE 8 BASE 1209 SY $ 15.00 $ 18,135.00 4031 SUBGRADE PREPARATION UNDER TYPE 10 BASE (SEE ALT 2) 0 SY NA NA 4032 BEACH ACCESS FOOTING 309 LF $ 125.00 $ 38,625.00 4033 PRECAST TREE GRATE SUPPORT 0 EA NA NA 4036 BACKFILL SAND/SEAT WALL TO 30" 945 LF $ 10.00 $ 9,450.00 4038 SOD TEMPORARY SLOPE 1789 SY $ 3.00 $ 5,367.00 4039 TYPE III BARRICADE AND ROAD CLOSED SIGN SET 2 EA $ 750.00 $ 1,500.00 4040 TYPE I ROAD TERMINATION SIGN 3 EA $ 750.00 $ 2,250.00 4041 DOME SURFACE AT ADA CROSSINGS 36 EA $ 900.00 $ 32,400.00 4042 ADA RAMP ON STANDARD SIDEWALK 0 EA NA NA 4043 TRAFFIC SIGN - "ADA ROUTE KEEP RIGHT' 2 EA $ 500.00 $ 1,000.00 4044 TRAFFIC SIGN - "ADA ROUTE W/ ARROW' 2 EA $ 500.00 $ 1,000.00 4045 TRAFFIC.SIGN - "ADA ROUTE KEEP LEFT" 2 EA $ 500.00 $ 1,000.00 4046 ADA RAMP FULL WIDTH -10' BASE PREPARATION 80 LF $ 272.00 $ 21,760.00 4047 FOOT HAND RAIL MODIFIED FOR ADA 60 LF $ 55.00 $ 3,300.00 TOTAL PAVING $ 2,123,828.25 . 18 N:\06 ESTlMATES\06.0e1 BEACH WALK PHASE 2. 3, & 4\PROPOSAl\11-20 REVtSeO PROPOSAL WITH FORMUlAS BY ONce 11128/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 6000 THERMOPLASTIC PAVEMENT ARROWS 6001 THERMOPLASTIC PAVEMENT ARROWS 90 EA $ 63.00 $ 5,670.00 6002 THERMOPLASTIC PAVEMENT LETTERS 12 EA $ 185.00 $ 2,220.00 6003 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (6'-10' SKIP) 1074 LF $ 1.25 $ 1,342.50 6004 SKIP TRAFFIC STRIPE 6" YELLOWTHERMOPLSTIC (18'-18' SKIP) 3675 LF $ 0.25 $ 918.75 6005 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) 44 LF $ 0.50 $ 22.00 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC WHITE 13628 LF $ 0.90 $ 12,265.20 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC YELLOW 3472 LF $ 0.90 $ 3,124.80 6008 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC DOUBLE YELLOW 2671 LF $ 1.80 $ 4,807.80 6009 SOLID TRAFFIC STRIPE 8" THERMOPLASTIC WHITE 906 LF $ 0.10 $ 90.60 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC WHITE 1450 LF $ 0.55 $ 797.50 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC WHITE 261 LF $ 0.95 $ 247.95 6012 REFLECTIVE PAVEMENT MARKER REDJWHITE 90 EA $ 4.50 $ 405.00 6013 REFLECTIVE PAVEMENT MARKER YELLOWIYELLOW 75 EA $ 4.50 $ 337.50 6016 TRAFFIC SIGN - "LEFT LANE MUST TURN LEFT" (R3-7L) 3 EA $ 480,00 $ 1,440.00 6017 TRAFFIC SIGN - "RIGHT LANE MUST TURN RIGHr (R3-7R) 3 EA $ 480.00 $ 1,440.00 6018 TRAFFIC SIGN - "STOP" (R1-1) 14 EA $ 480.00 $ 6,720.00 6019 TRAFFIC SIGN - "SPEED LIMIT 25" (R2-1) 10 EA $ 445.00 $ 4,450.00 6021 TRAFFIC SIGN - "STOP HERE ON RED" (R10-6) 2 EA $ 450.00 $ 900.00 6022 TRAFFIC SIGN - "CROSSWALK HERE SYMBOL" (W11-2) 12 EA $ 480.00 $ 5,760.00 6023 TRAFFIC SIGN - "ARROW SYMBOL" (W1-6) 12 EA $ 80.00 $ 960.00 . 6024 TRAFFIC SIGN - "CROSSWALK AHEAD SYMBOL" (W11-3) 2 EA $ 540.00 $ 1,080.00 6025 TRAFFIC SIGN - "BEACH DROP OFF AREA" (SPECIAL) 5 EA $ 540.00 $ 2,700.00 6026 PARALLEL PARKING STRIPPING 32 EA $ 43.00 $ 1,376.00 6027 TRAFFIC ISLAND STRIPE -18" AT 10' WITH BORDER 6" WHITE 2910 SF $ 4.10 $ 11,931.00 6028 TRAFFIC SIGN - "NO LEFT TURN" (R3-3L) 1 EA $ 460.00 $ 460.00 6029 TRAFFIC SIGN - "YIELD" (R1-2) 2 EA $ 450.00 $ 900.00 6030 TRAFFIC SIGN - "NO PARKING BETWEEN SIGNS" 5 EA $ 80.00 $ 400.00 6031 TRAFFIC SIGN - "NO PARKING LOADING ZONE 15 MIN" 11 EA $ 80.00 $ 880.00 6032 TRAFFIC SIGN - "NO PARKING FIRE LANE" 8 EA $ 380.00 $ 3,040.00 6035 TRAFFIC SIGN - "DEAD END" (W14-1) 1 EA $ 420.00 $ 420,00 6036 TRAFFIC SIGN - "DO NOT ENTER" (R5-1) 2 EA $ 460.00 $ 920.00 6037 TRAFFIC SIGN - "NO OUTLET'(W14-2) 1 EA $ 420.00 $ 420.00 6040 TRAFFIC SIGN - "CASE 2 - REFLECTORS 9 EA $ 140.00 $ 1,260.00 6042 STREET IDENTIFICATION SIGNS 14 EA $ 290.00 $ 4,060.00 6043 BUSINESS IDENTIFICATION SIGNS 20 EA $ 140.00 $ 2,800.00 6044 WAYFINDING SIGNS 15 EA $ 10.00 $ 150.00 6045 SIGN POST 93 EA $ 830.00 $ n,190,OO 6046 PEDESTRIAN CROSS WALK - 6' 24 LF $ 4.50 $ 108.00 6048 HANDI-CAP PARKING STRIPE - SINGLE 9 EA $ 67.00 $ 603.00 6049 TRAFFIC SIGN - "HANDI-CAP PARKING" 9 EA $ 60.00 $ 540.00 6050 INSTALL PARKING METER POST CORING 64 EA $ 128.00 $ 8,192.00 TOTAL SIGNING AND PAVEMENT MARKINGS $ 173,349.60 . 19 N:\06 ESTlMATES\06..Q81 BEACH WALK PHASE 2,3. & 4\PROPOSAl\11-20 REVISED PROPOSAL WITH FORMUlAS BY ONCe 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 7000 ENHANCEMENT 7001 REFACE LIFE GUARD STATION 1 LS $ 11;000.00 $ 11,000.00 7002 PAINT RESTROOM 2 EA $ 6,000.00 $ 12,000.00 7003 DUNE SAND EXCAVATION 729 CY $ 14.00 $ 10,206.00 7004 DUNE SAND BORROW - OFF-SITE 807 CY $ 14.00 $ 11,298.00 7005 PAINT LIFE GUARD STATION 1 LS $ 17,000.00 $ 17,000.00 7006 SOD DISTURBED AREAS 12401 SY $ 3.00 $ 37,203.00 7007 DUNE PLANTINGS 4 EA $ 7,500.00 $ 30,000.00 700B DUNE ON-SITE SAND REPLACEMENT 728 CY $ 15.00 $ 10,920.00 7009 DUNE OFF-SITE SAND REPLACEMENT 807 CY $ 25.00 $ 20,175.00 7010 LANDSCAPE BULBS ON CORONADO DRIVE (PHASE IV) 5 EA $ 3,500.00 $ 17,500.00 TOTAL ENHANCEMENT $ 177,302.00 8000 HARDSCAPE B001A 6" COLORED CONCRETE ALONG PROMENADE 21300 SF $ 11.50 $ 244,950.00 B002 6" COLORED CONCRETE ALONG TRAIL FROM SOUTH PARKING TO PIER 60, INCLUDING BEACH ENTRANCES 46165 SF $ 11.50 $ 530,897.50 8003 8" COLORED CONCRETE @ OASIS PAVILION AREA AND SOUTH PARKING PLAZA 10878 SF $ 15.50 $ 168,609.00 8004 10" COLORED CONCRETE @ CROSSWALKS (SEE AL T:2) 0 SF NA NA B005 12" WIDE SHELL AGGREGATE SANDBLASTED BAND @ . CROSSWALKS (SEE AL T:2) 0 LF NA NA 8006 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE(SEE AL T 2) 0 LF NA NA 8007 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRIAL (SEE AL T 2) 0 LF NA NA 8008 BAND, PERIMETER OF ICONS @ BEACH ENTRANCES (SEE AL T2) 0 LF NA NA SAND BLAST PAVING at BEACH ENTRANCES (9 ICONS) (SEE AL T 8010 2) 0 SF NA NA 8011 CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE 0 SF NA NA 8012 SAND/SEAT WALL (C.LP. CONCRETE) 3200 LF $ 247.00 $ 790,400.00 8013 CAST STONE CAP ON SAND/SEAT WALL (SEE AL T 1) 0 LF NA NA 8014 SAND WALL (C.LP. COLORED CONCRETE W/L1GHT SANDBLAST FINISH (42" HT) 0 LF NA NA B015 RETAINING WALL @ SOUTH GATEWAY (SEE AL T 4) 0 CY NA NA 8016 S.S. SIGN PANEL W/LASER CUT -OUT LETTERS (SEE AL T4) 0 LS NA NA 8017 S.S. NAUTILUS SCULPTURE @ NORTH GATEWAY (SEE AL T 5) 0 LS NA NA 8018 6" COLORED CON RETE @ SUNDIAL PLAZA (SEE AL T 8) 0 SF NA NA 8019 PLAZA SEAT WALL (15" HI., C.LP. CONG) (SEE AL T 1) 0 LF NA NA 8020 SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON (SEE AL T 8) 0 LS NA NA 8021 SUNDIAL PLAZA INTERACTIVE FOUNTAIN (SEE AL T 8) 0 LS NA NA B022 TENSION MEMBRANE SHADE STRUCTURES (SEE AL T 5) 0 EA NA NA UKINKINli t-UUN I AIN (MU~ I Ut:t't:NUAtiLt: t-UUN I AIN~ tl4U ~MUl- 8023 SS DUAL) 6 EA $ 4,400.00 $ 26,400.00 8024 NORTH GATEWAY SIGN WALL (C.LP. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) (SEE AL T 4) 0 LF NA NA 8025 SOUTH GATEWAY SIGN WALL (CLP. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) (SEE AL T 4) 0 CY NA NA 8027 SHOWERS (SHOWER TOWER, INC. - 4 STATION) 9 EA $ 8,200.00 $ 73,800.00 8028 BOLLARD, TYPE A 24 EA $ 1,800.00 $ 43,200.00 . 8029 BOLLARD, TYPE B 12 EA $ 2,300.00 $ 27,600.00 8030 BENCH, TYPE A - WABASH WV CN 100R 3 EA $ 2,400.00 $ 7,200.00 8031 BENCH, TYPE B (RECYCLED PLASTIcs/IOWA FALLS #7321.1) 11 EA $ 13,000.00 $ 143,000.00 20 N\06 ESTlMATES\06-081 BEACH WAlK PHASE 2. 3. & 4\PROPOSAL\11-20 REVISED PROPOSAl WITH FORMUlAS BY ONCC 11/2812006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL . BASE BID WI ADDENDUM NO..1 & Response to Questions PROJECT BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL S032 BENCH, TYPE C (RECYLCLED PLASTICS/IOWA FALLS #7321.1) 2 EA $ 19,000.00 $ 38,000.00 S033 WASTE RECEPTACLES (RECYCLED PLASTICs/IOWA FALLS #7651; 59 EA $ 1,850.00 $ 109,150.00 S034 BICYCLE PARKING (PALMER GROUP WCR02-SF-SS) 66 EA $ 600.00 $ 39,600.00 TREE GRATES ALONG HIKE/BIKE TRAIL PROMENADE AND @ S035 BEACH ENTRANCES, 4S" ROUND (SEE AL T 5) 0 EA NA NA 8036 PAVER GRATE-TYPE B (Phase I) 0 EA NA NA GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD 8037 (SEE AL T 5) 0 EA NA NA GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD (SEE 803S ALT5) 0 EA NA NA 8039 GAME BOARD PLAZA S.S. SCULPTURE (SEE AL T 5) 0 LS NA NA 8040 LANDSCAPE SPOT LIGHTS (SEE AL T 8) 0 EA NA NA 8041 ELECTRICAL WORK TO CONNECT THE LIGHTS TO A PANEL AND METER CONNECTION 0 LS NA NA 8044 CONDUIT (FURNISH & INSTALL) UNDERGROUND - 2" PVC 850 LF $ 12.00 $ 10,200.00 8045 LED LIGHTING (BLUE) FOR GA TEWA Y SIGNS (SEE AL T 8) 0 LF NA NA 8046 LED LIGHTING (WHITE) FOR GA TEWA Y SIGNS (SEE AL T 8) 0 LF NA NA 6047 -A UPLlGHT TYPE A (SEE AL T 8) 0 EA NA NA 8047-B UPLlGHT TYPE B (SEE AL T 8) 0 EA NA NA 8048 CONCRETE ACCENT PIERS W/ CAST STONE CAP (SEE AL T 2) 0 EA NA NA 8049 TILE BAND ON ACCENT PIER (SEE Al T 2) 0 EA NA NA 8050 CAST STONE PLANTER, TYPE A (SEE AL T 6) 0 EA NA NA . 8051 CAST STONE PLANTER, TYPE B (SEE AL T 6) 0 EA NA NA 8052 CAST STONE PLANTER, TYPE C (SEE AL T 6) 0 EA NA NA 8053 BEACH BOLLARD LIGHTING FIXTURE 101 EA $ 2,100.00 $ 212,100.00 8054 BEACH BOLLARD LIGHTING 2" CONDUIT 2500 LF $ 15.00 $ 37,500.00 TOTAL HARDSCAPE $ 2,502,606.50 9000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' OA, SEE PLANS 249 EA $ 145.00 $ 36,105.00 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA $ 555.00 $ 43,845.00 9103 SABAL PALMS 51 EA $ 145.00 $ 7,395.00 9104 COCCOLOBA UVIFERA, 7 GAL 262 EA $ 30.00 $ 7,860.00 9105 PHOENIX ROEBELENII 60 EA $ 220.00 $ 13,200.00 9106 IVA IMBRICATA, 7 GAL, 5' HT. 23 EA $ 50.00 $ 1,150.00 9107 L1VISTONIA CHINENSIS, 12' CT 25 EA $ 860.00 $ 21,500.00 9108 SABAL PALMETTO, 16' CT, MATCHED 24 EA $ 145.00 $ 3,480.00 9109 TREE GRATE TYPE A- 9109 . 5 EA $ 2,175.00 $ 10,875.00 9200 SHRUBS AND GROUND COVER 9201 AGAVE ATTENUATA, 3 GAL 125 EA $ 30.00 $ 3,750.00 9202 ARACHIS PINTOI, 4" POT 95 EA $ 3.00 $ 285.00 9203 HELlANTHUS DEBILlS, 4" pot 767 EA $ 2.00 $ 1,534.00 9204 ILEX VOMITORIA 'NANA', 3 GAl 416 EA $ 9.00 $ 3,744.00 9205 IPOMOEA PES-CAPRAE 1 GAL 293 EA $ 4.00 $ 1,172.00 9206 PENNISETUM SETACEUM, 3 GAL 1136 EA $ 8.15 $ 9,258.40 9207 RAPHIOLEPSIS INDICA, 3 GAL 394 EA $ 9.10 $ 3,585.40 9208 RUSSELlA EQUISETIFORMIS, 3 GAL 39 EA $ 8.60 $ 335.40 9209 RUSSELlA SARMENTOSA, 3 GAL 341 EA $ 8.60 $ 2,932.60 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL 150 EA $ 3.35 $ 502.50 . 9211 SOLIDAGO SEMPERVIRENS, 1 GAL 150 EA $ 4.00 $ 600.00 9212 SPARTINA BAKERII, 3 GAL 1952 EA $ 7.20 $ 14,054.40 9213 SPOROBULUS VIRGINICUS, 1 GAL 188 EA $ 3.85 $ 723.80 21 N:\06 ESTIMATES\06-081 BEACH WAlK PHASE 2. J, & 4\PROPOSAl\11-20 REVISED PROPOSAl. WITH FORMUlAS BY ONCe 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS BIDDER'S PROPOSAL . BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 9214 STRETLlTZIA REGINAE, 10 GAL. 145 EA $ 86.00 $ 12,470.00 9215 TRACHELOSPERMUMASIATICUM 'MINIMA', 1 GAL. 641 EA $ 3.35 $ 2,147.35 9216 UNIOLA PANICULATA 563 EA $ 3.90 $ 2,195.70 9217 YUCCA FILAMENTOSA 323 EA $ 15.30 $ 4,941.90 9218 ZAMIA PUMILA, 7 GAL. 24 EA $ 57.30 $ 1.375.20 9219 SOD (SEASHORE PASPALUM) 42750 SF $ 0.50 $ 21.375.00 9220 MULCH 200 CY $ 47.00 $ 9.400.00 9221 WALKWAY LIGHTING 0 LF' NA NA TOTAL LANDSCAPE $ 241,792.65 10000 IRRIGATION IMPROVEMENTS 10002 IRRIGATION PHASE II 1 LS $ 84.000.00 '$ 84,000.00 10003 IRRIGATION PHASE III 1 LS $ 76,000.00 $ 76.000.00 10004 IRRIGATION PHASE IV 1 LS $ 11,000.00 $ 11.000.00 TOTAL IRRIGATION IMPROVEMENTS $ 171,000.00 FOOT NO. TRAFFIC SIGNALIZATION 0101-1- MUt:lILlLA IIUN (~IGNAL~ UNL Y) 1 LS $ 25,000.00 $ 25.000.00 0102-1- MAINTENANCE OF TRAFFIC (SIGNALS ONLY) 1 LS. $ 2,100.00 $ 2,100.00 0555-1-2 DIRECTIONAL BORE (6" TO LESS THAN 12") 115 LF $ 33.00 $ 3,795.00 . 0630-1-12 CONDUIT (FURNISH & INSTALL) UNDERGROUND 1430 LF $ 5.60 $ 8,008.00 0632-7-1 CABLE (SIGNAL) (FURNISH & INSTALL) 2 PI $ 3,050.00 $ 6,100.00 0635-1-11 PULL & JUNCTION BOXES (FURNISH & INSTAlL) (PULL BOX) 22 EA $ 280.00 $ 6,160.00 0639-1-22 ELECTRICAL POWER SERVICE (UNDERGROUND) 2 AS $ 610.00 $ 1,220.00 0639- 2- 1 ELECTRICAL POWER WIRE (FURNISH & INSTALL) 1920 LF $ 2.80 $ 5,376.00 0641- 41-112 PRESTRESSED CONCRETE STRAIN POLE (F & I) (TYPE N-11) (SERVICE POLE) 2 EA $ 915.00 $ 1,830.00 0649-440-000 MAST ARM ASSEM (F & I) (SINGLE ARM W/O LUMINAIRE) (B5-Q3) 1 EA $ 43,000.00 $ 43.000.00 0650-51-313 TRAFFIC SIGNAL (FURNISH & INSTALL) (3 SECTION) (1 WAY) (SPECIAL) 9 AS $ 1,015.00 $ 9.135.00 0650-51-513 TRAFFIC SIGNAL (FURNISH & INSTALL) (5 SECTION) (1 WAY) (SPECIAL) 1 AS $ 1,420.00 $ 1,420.00 0653-181 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (1 DIRECTION) 4 AS $ 560.00 $ 2,240.00 0653-182 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (2 DIRECTION) 0 AS NA NA 0659-101 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (BACK PLATES,3 SECTION) 9 EA $ 66.00 $ 594.00 0659-106 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (TUNNEL VISOR) 32 EA $ 3.10 $ 99.20 0659-107 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (ALUMINUM PEDESTAL) 5 EA $ 765.00 $ 3,825.00 0659-118 SIGNAL HEAD AUXILIARIES (F & I) (BACK PLATES, 5 SECTION CLUSTER) 1 EA $ 180.00 $ 180.00 0660-1-103 INDUCTIVE LOOP DETECTOR (TYPE 3) 6 EA $ 180.00 $ 1,080.00 0660-2-106 LOOP ASSEMBLY (TYPE F ) 6 AS $ 615.00 $ 3,690.00 0665-13 DETECTOR PEDESTRIAN (FURNISH & INSTALL) (DETECTOR WITH SIGN ONLY) 4 EA $ 155.00 $ 620.00 0670-5-130 TRAFFIC CONTROLLER ASSEMBLY (ACTUATED SOLID STATE) (F & I) (SPECIAL) 2 AS $ 22,050.00 $ 44,100.00 . 0690-10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 6 EA $ 66.00 $ 396.00 0690-20 REMOVE PEDESTRIAN SIGNAL 4 EA $ 102.00 $ 408.00 22 N:\06 ESTIMATES\06--081 BEACH WALK PHASE 2. 3. & 4\PROPOSAl\11-20 REV1SED PROPOSAL WITH FORMUlAS BY ONce 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 0690-33-1 POLE REMOVAL (DEEP) (DIRECT BURIAL) 20 LF $ 305.00 $ 6,100.00 0690-50 CONTROLLER ASSEMBLY REMOVAL 1 EA $ 203.00 $ 203.00 0690-80 SPAN WIRE ASSEMBLY REMOVAL 0 EA NA NA 0690-90 CONDUIT & CABLING REMOVAL 1 PI $ 203.00 $ 203.00 0690-100 SIGNAL EQUIPMENT, MISCELLANOUS REMOVAL 1 PI $ 203.00 $ 203.00 0699-1-1 SIGN, INTERNAL ILLUMINATED STREET NAME 4 EA $ 2,650.00 $ 10,600.00 5043 IT/A TMS CONDUIT 2500 LF $ 28.00 $ 70,000.00 5044 IT/ATMS PULLBOX 12 EA $ 2,700.00 $ 32,400.00 TOTAL TRAFFIC SIGNALIZATION $ 290,085.20 SUB-TOTAL ITEM NOS. 1000,2000,4000,6000,7000,8000,9000, 9100,92oo,9400,10oo0,FDOT $ 9,537,331.95 10% CONTINGENCY OF ITEM NOS. 1000, 2000,4000,6000,7000, aooo,9000,9100,9200,9400,10000,FDOT $ 953,733.20 TOTAL OF ITEM NOS. 1000, 2000, 4000, 6000, 7000,8000,9000, 91oo,9200,9400,10000,FDOT $ 10,491,065.15 3000 DRAINAGE 3002 INSTALL STORM MANHOLE 6' DIA 0 EA NA NA 3005 INSTALL STORM INLET FDOT TYPE 3J (SUMP) PRECAST 9 EA $ 6,500.00 $ 58,500.00 3006 INSTALL STORM INLET FDOTTYPE 3J (SUMP) CAST-IN-PLACE 1 EA $ 6,500.00 $ 6,500.00 . 3007 INSTALL STORM INLET FOOT TYPE 3J (SUMP) SPECIAL 2 EA $ 6,500.00 $ 13,000.00 3008 INSTALL STORM INLET FOOT TYPE 4J MODIFIED 2 EA $ 6,700.00 $ 13,400.00 3009 INSTALL STORM INLET FOOT TYPE 4J (SUMP) PRECAST 9 EA $ 6,700.00 $ 60,300.00 3010 INSTALL STORM INLET FOOT TYPE 4J (SUMP) CAST-iN-PLACE 2 EA $ 6,700.00 $ 13,400.00 3011 INSTALL STORM INLET FOOT TYPE 5 1 EA $ 6,000.00 $ 6,000.00 3012 INSTALL STORM INLET FOOT TYPE 10 W/CAST IRON GRATE 0 EA NA NA 3013 INSTALL STORM INLET FOOT TYPE 9 W/SPECIAL CAST IRON GRATE 1 EA $ 3,000.00 $ 3,000.00 3014 INSTALL STORM INLET FOOT TYPE 10 W/SPECIAL CAST IRON GRATE 0 EA NA NA 3015 INSTALL DITCH BOTTOM INLET TYPE A (SUMP) PRECAST 1 EA $ 2,800.00 $ 2,800.00 3016 INSTALL YARD DRAIN TYPE 1 2 EA $ 1,250.00 $ 2,500.00 3017 CONFLICT STORM MANHOLE 4' DIA 1 EA $ 2,500.00 $ 2,500.00 3019 CONFLICT STORM MANHOLE 6' DIA 1 EA $ 7,500.00 $ 7,500.00 3020 RECONSTRUCT MANHOLE 1 EA $ 5,400.00 $ 5,400.00 3025 DEWATER STORM SEWER TRENCH 0 LF NA NA 3026 STORM TRENCH PAVEMENT REPLACEMENT 269 LF $ 65.00 $ 17,485.00 3027 UNDERDRAIN TYPE CLEANOUT ON ROOF DRAIN 1 EA $ 550.00 $ 550.00 3028 RECONNECT ROOF DRAINS 0 EA NA NA 3032 INSTALL STORM SEWER 12" PVC 15 LF $ 155.00 $ 2,325.00 3033 INSTALL STORM SEWER 14" DIP 209 LF $ 135.00 $ 28,215.00 3034 INSTALL STORM SEWER 16" DIP 217 LF $ 145.00 $ 31,465.00 3035 INSTALL STORM SEWER 15" RCP 628 LF $ 125.00 $ 78,500.00 3036 INSTALL STORM SEWER 18" RCP 308 LF $ 145.00 $ 44,660.00 . 23 N:\06 ESTIMATES\06-081 BEACH WALK PHASE 2. 3. & "\PROPQSAL\11-20 REVISED PROPOSAL lNITH FORMULAS BY ONCe 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL 3037 INSTALL STORM SEWER 24" RCP 387 LF $ 180.00 $ 69,660.00 3038 INSTALL STORM SEWER 30" RCP 322 LF $ 225.00 $ 72,450.00 3039 INSTALL STORM SEWER 24" X 38" ERCP 0 LF NA NA 3040 INSTALL STORM SEWER 36" RCP 640 LF $ 290.00 $ 185,600.00 3044 CONNECT TO EXISTING STORM STRUCTURE OR PIPE 4 EA $ 1,500.00 $ 6,000.00 3049 STORM SEWER PIPE BEDDING NO. 57 STONE 34 CY $ 100.00 $ 3,400.00 3050 NUTRIENT SEPARATING BAFFLE BOX 1 EA $ 39,250.00 $ 39,250.00 SUB- TOTAL DRAINAGE $ n4,360.oo DRAINAGE 10% CONTINGENCY $ n ,436.00 TOTAL DRAINAGE $ 851,796.00 5000 UTILITIES WATER 5001 INSTALL WATERMAIN 2" - POLY 2668 LF $ 50.00 $ 133,400.00 5002 INSTALL WATERMAIN 4" - PVC 158 LF $ 70.00 $ 11,060.00 5003 INSTALL WATERMAIN 6" - PVC 0 LF NA NA 5004 INSTALL WATERMAIN 8" - PVC 3209 LF $ 80.00 $ 256,720.00 5005 INSTALL WATERMAlN 8" - DIP 180 LF $ 95.00 $ 17,100.00 5013 INSTALL FIRE HYDRANT ASSEMBLY 6 EA $ 3,500.00 $ 21,000.00 5014 INSTALL WATER VALVE 4" 6 EA $ 1,400.00 $ 8,400.00 5015 INSTALL WATER BALL VALVE 2" W/BOX 30 EA $ 1,300.00 $ 39,000.00 . 5016 INSTALL RESILIENT SEAT GATE VALVE 6" 1 EA $ 1,500:00 $ 1,500.00 5017 INSTALL RESILIENT SEAT GATE VALVE 8" 0 EA NA NA 5018 INSTALL RESILIENT SEAT GATE VALVE 8" 0 EA NA NA 5026A DUCTILE IRON FITTINGS WATER 47 EA $ 600.00 $ 28,200.00 5027 TAPPING SLEEVE AND VALVE 6" 0 EA NA NA 5028 TAPPING SLEEVE AND VALVE 8" 2 EA $ 4,600.00 $ 9,200.00 5031 CONNECT TO EXISTING WATER 6 EA $ 3,000.00 $ 18,000.00 5033A RECONNECT EX. WATER SERVICE < 10 FT 7 EA $ 700.00 $ 4,900.00 5034A RECONNECT EX. WATER SERVICE PIPING> 10 FT 30 LF $ 40.00 $ 1,200.00 5035 UTILITY SERVICES CONNECTION TO METER 0 EA NA NA 5036 REMOVE FIRE HYDRANTS 1 EA $ 500.00 $ 500.00 5045 WORK AROUND UTILITY CONFLICT 0 LS NA NA 5046 COORDINATION WITH FRANCHISED UTILITIES 1 LS $ 5.500.00 $ 5,500.00 5051 RECONNECT FIRE LINE 1 EA $ 4,400.00 $ 4,400.00 SUB-TOTAL WATER $ 560,080.00 WATER 10% CONTINGENCY $ 56,008.00 TOTAL WATER $ 616,088.00 RECLAIMED 5007 INSTALL RECLAIMED WATER MAIN 2" PVC 25 LF $ 25.00 $ 625.00 5008 INSTALL RECLAIMED WATER MAIN 6" PVC 673 LF $ 50.00" $ 33,650.00 5009 INSTALL RECLAIMED WATER MAIN 12" PVC 318 LF $ 95.00 $ 30,210.00 5010 INSTALL RECLAIMED WATER MAIN 12" DIP 85 LF $ 100.00 $ 8,500.00 5024 INSTALL RECLAIMED WATER VALVE 6" 1 EA $ 1,500.00 $ 1,500.00 5025 INSTALL RECLAIMED WATER VALVE 12" 3 EA $ 2,800.00 $ 8,400.00 5026B DUCTILE IRON FITTINGS RECLAIMED 23 EA $ 700.00 $ 16,100.00 5032 CONNECT TO EXISTING RECLAIMED WATER 4 EA $ 4,500.00 $ 18,000.00 50338 RECONNECT EX RECLAIMED WATER SERVICE < 10 FT 5 EA $ 700.00 $ 3,500.00 50348 RECONNECT EX. RECLAIMED WATER SERVICE PIPING> 10 FT 30 LF $ 40.00 $ 1,200.00 SUB-TOTAL RECLAIMED $ 121,685.00 . RECLAIMED 10% CONTINGENCY $ 12,168.50 TOTAL RECLAIMED $ 133,853.50 24 N:\06 ES"TIMATES\05-081 BEACH WAlK PHASE 2. 3. & 4\PROPOSAL\11-20 REVISED PROPOSAl WITH FORMULAS BY ONce 11/28/2006 . . . BEACH WALK PHASES 2, 3 4 SECTION 1\1 - CONTRACT DOCUMENTS CONTRACT # BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL SEWER 5011 REMOVE AND REPLACE SANITARY - B" 880 LF $ 175.00 $ 154,000.00 5012-A INSTALL SANITARY LINE -10" 0 LF NA NA 5012-B INSTALL SANITARY LINE - 12" 0 LF NA NA 5033C RECONNECT EX WASTEWATER SERVICE < 10 FT 7 EA $ 2,100.00 $ 14,700.00 5034C RECONNECT EX WASTEWATER SERVICE PIPING> 10 FT 30 LF $ 100.00 $ 3,000.00 5038 UTILITY PIPE TO BE REMOVED </= 10" DIA 1880 LF $ 30.00 $ 56,400.00 5039 UTILITY PIPE TO BE REMOVED >1=10",20" 100 LF $ 40.00 $ 4,000.00 5040 UTILITY PIPE TO BE ABANDONED IN PLACE <1= 10" DIA 1140 LF $ 30.00 $ 34,200.00 5041 UTILITY PIPE TO BE ABANDONED IN PLACE 10", <20" DIA 0 LF NA NA 5042 ADJUST SANITARY MANHOLES 5 EA $ 700.00 $ 3,500.00 SUB-TOTAL SEWER $ 269,800.00 SEWER 10% CONTINGENCY $ 26,980.00 TOTAL SEWER $ 296,780.00 TOTAL UTILITIES (WATER, RECLAIMED, SEWER) $ 1,046,721.50 CONTRACTOR DAVID NELSON CONSTRUCTION CO. BIDDER'S GRAND TOTAL $12.389.582.65 (Numbers) $ 12,389,582.65 BIDDER'S GRAND TOTAL $ Twelve Million Three Hundred Eiahtv Nine Thousand Five Hundred Eiahtv Two Dollars and Sixty Five Cents THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE ISAN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN 25 N:\06 ESTIMATES\06-081 BEACH WAlK PHASE 2. 3. & 4\PROPOSAl\11-20 REVISED PROPOSAl WtTH FORMUlAS BY ONce 11128/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL ALTERNATES ALTERNATE 1 AUU ::iPl:l..;IALI Y t-1NI::iH IU ::iANU/::it:A I WALL (8U12) 3200 LF $ 40.25 $ 128,800.00 CAST STONE CAP ON SAND/SEAT WALL (8013) 3200 LF $ 100.00 $ 320,000.00 ADD SPECIALTY FINISHES TO PLAZA SEAT WALL, 15" HT. (8019) 289 LF $ 40.25 $ 11,632.25 SUB-TOTAL ALTERNATE #1 $ 460,432.25 ALTERNATE 1 -10.k CONTINGENCY $ 46,043.23 TOTAL ALTERNATE "1 $ 506,475.48 ALTERNATE 2 SAW CUT FOR CROSSWALK 555 LF $ 4.00 $ 2,220.00 SUBGRADE PREPARATION UNDER TYPE 10 BASE 344 SY $ 8.00 $ 2,752.00 10" COLORED CONCRETE AT CROSSWALKS 8479 (8004) 3100 SF $ 15.00 $ 46,500.00 12" WIDE SHELL AGGREGATE SANDBLASTED AT CROSSWALKS (8005) 785 LF $ 15.00 $ 11,775.00 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE (8006) 6600 LF $ 15.00 $ 99,000.00 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRAIL INSTEAD OF STRIPING (8007) 2270 LF $ 15.00 $ 34,050.00 12" WIDE SHELL AGGREGATE SANDBLASTED BAND, PERIMETER OF ICONS AT BEACH ENTRANCES (8008) 580 LF $ 15.00 $ 8,700.00 SAND BLAST PAVING AT BEACH ENTRANCES. 9 ICONS (8010) 500 SF $ 40.00 $ 20,000.00 CONCRETE ACCENT PIERS W/CAST STONE CAP (8048) 27 EA $ 3,700.00 $ 99,900.00 TILE BAND ON ACCENT PIER (8049) 27 EA $ 400.00 $ 10,800.00 . SUB-TOTAL ALTERNATE"2 $ 335,697.00 ALTERNATE 2 -10-'<' CONTiNGENCY $ 33,569.70 TOTAL ALTERNATE "2 $ 369,266.70 ALTERNATE 3 INSTALL PHOENIX DACTYLlFERA MEDJOOL, 12' CT PER PBSJ DESIGN INSTEAD OF SABAL PALMS (9103) 51 EA $ 8,000.00 $ 408,000.00 DOUBLE LANDSCAPE QUANTITIES INSTEAD OF 50"10 PLANTlNGS AS QUANTIFIED - ALTERNATE PRICES SHOULD BE INDICATIVE OF TOTAL UNIT PRICE FOR DOUBLING QUANTITIES AOD 9000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' OA, SEE PLANS FOR HEIGHT 249 EA $ 145.00 $ 36,105.00 9102 WASHINGTONIA ROBUSTA, 12' CT 79 EA $ 555.00 $ 43,845.00 9104 COCCOLOBA UVIFERA, 7 GAL 262 EA $ 30.00 $ 7,860.00 9105 PHOENIX ROEBELENII 60 EA $ 220.00 $ 13,200.00 9106 IVA tMBRIGATA, 7 GAL,S' HT. 23 EA $ 50.00 $ 1,150.00 9107 L1VISTONIA CHINENSIS, 12' C.T. 25 EA $ 860.00 $ 21,500.00 9108 SABAL PALMETTO, 16' C.T., MATCHED 24 EA $ 145.00 $ 3,480.00 9109 TREE GRATE TYPE A 9109 6 EA $ 2,175.00 $ 13,050.00 9200 SHRUBS AND GROUND COVER 9201 AGAVE ATTENUATA, 3 GAL 125 EA $ 30.00 $ 3,750.00 9202 ARACHIS PINTOI, 4" POT 95 EA S 3.00 $ 285.00 9203 HELlANTHUS DEBILlS, 4" pot 767 EA S 2.00 S 1,534.00 9204 ILEX VOMITORIA 'NANA', 3 GAL 416 EA $ 9.00 $ 3,744.00 9205 IPOMOEA PES-CAP RAE 1 GAL. 293 EA $ 4.00 $ 1,172.00 9206 PENNISETUM SETACEUM, 3 GAL 1136 EA $ 8.15 $ 9,258.40 9207 RAPHIOLEPSIS INDICA, 3 GAL 394 EA $ 9.10 $ 3,585.40 9208 RUSSELIA EQUISETIFORMIS, 3 GAL 39 .EA $ 8.60 $ 335.40 . 9209 RUSSELlA SARMENTOSA, 3 GAL 341 EA $ 8.60 $ 2,932.60 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL 150 EA $ 3.35 $ 502.50 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 150 EA $ 4.00 $ 600.00 26 N.\06 ES TIMATES\06-081 BEACH WALK PHASE 2. 3, & 4\PROPOSAL\11-20 REVISED PROPOSAl WITH FORMUlAS BY ONce 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE 9212 SPARTINA BAKERII, 3 GAL. 1952 EA $ 7.20 $ 14,054.40 9213 SPOROBULUS VIRGINICUS, 1 GAL. 188 EA $ 3.85 $ 723.80 9214 STRETLlTZIA REGINAE, 10 GAL. 145 EA $ 86.00 $ 12,470.00 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. 641 EA $ 3.35 $ 2,147.35 9216 UNIOLA PANICULATA 563 EA $ 3.90 $ 2,195.70 9217 YUCCA FILAMENTOSA 323 EA $ 15.30 $ 4.941.90 9218 ZAMIA PUMILA, 7 GAL. 24 EA $ 57.30 $ 1,375.20 9219 SOD (SEASHORE PASPALUM) 42750 SF $ 0.50 $ 21.375.00 9220 MULCH 200 CY $ 47.00 $ 9.400.00 9221 WALKWAY LIGHTING 0 LF NA NA SUB-TOTAL ALTERNATE #3 $ 644,572.65 ALTERNATE #3 -10% CONTINGENCY $ 64,457.27 TOTAL ALTERNATE #3 $ 709.029.92 ALTERNATE 4 NORTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LETTERING (8024) 17 LF $ 2,600.00 $ 44,200.00 SOUTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIAL TY FINISH AND LETTERING (8025) 8 CY $ 2,600.00 $ 20,800.00 RETAINING WALL AT SOUTH GATEWAY (8015) 11 CY $ 2,600.00 S 28.600.00 S.S. SIGN PANEL W/LASER CUT-OUT LETTERS (8016) 1 LS S 78,000.00 $ 78.000.00 SUB-TOTAL ALTERNATE #4 $ 171.600.00 . ALTERNATE #4 -10% CONTINGENCY S 17.160.00 TOTAL AL TERNA TE #4 $ 188;760.00 ALTERNATE 5 SS. NAUTILUS SCULPTURE AT NORTH GATEWAY (8017) 1 LS $ 35,000.00 $ 35,000.00 TENSION MEMBRANED SHADE STRUCTURES (8022) 5 EA $ 80,000.00 $ 400,000.00 UPGRADE CITY STANDARD DRINKING FOUNTAINS TO PBSJ DESIGN (8023) 6 EA $ 4,400.00 $ 26,400.00 UPGRADE CITY STANDARD SHOWERS TO PBSJ DESIGN (8027) 9 EA $ 8,200.00 $ 73,800.00 UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE A, CAST ALUMINUM SECURED TO CONCRETE BASE (8030) 3 EA S 3,800.00 S 11,400.00 UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE B (8031) 11 EA $ 7,700.00 $ 84,700.00 UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE C (8032) 2 EA $ 7.700.00 $ 15,400.00 UPGRADE CITY STANDARD WASTE RECEPTACLES TO PBSJ DESIGN, CAST ALUMINUM WfTOP COVER (8033) 59 EA $ 3.200.00 S 188,800.00 UPGRADE CITY STANDARD BICYCLE RACKS TO PBSJ DESIGN, WELLE CIRCULAR RACK W/POWDER COAT FINISH (8034) 66 EA S 800.00 $ 52,800.00 TREE GRATES ALONG HIKE/BIKE TRAIL, PROMENADE AND AT BEACH ENTRANCES (8035) 15 EA S 3,200.00 $ 48,000.00 GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD (8037) 6 EA S 900.00 $ 5,400.00 GAME BOARD PLAZA CERAMIC TILE BACKGAMMON BOARD (8038) 4 EA $ 900.00 $ 3,600.00 GAME BOARD PLAZA S.S. SCULPTURE (8039) 1 LS $ 21,700.00 $ 21,700.00 SUBGRADE PREPARATION UNDER TYPE 6 BASE (4029) 111 SY $ 8.00 $ 888.00 6" COLORED CONCRETE @ GAME BOARD PLAZA (8001 B) 1000 SF $ 10.00 $ 10,000.00 PLAZA SEAT WALL (15" HT, C.I.P. CONC) (8012) 142 LF $ 300.00 $ 42.600.00 SUB-TOTAL ALTERNATE #5 $ 1,020,488.00 ALTERNATE #5 -10% CONTINGENCY $ 102,048.80 . TOTAL AL TERNA TE #5 $ 1,122,536.80 27 N:\06 ESTIMATES\06-0S1 BEACH WALK PHAse 2. 3. & 4\PROPOSAL\11-20 REVtSED PROPOSAl. WITH FORMULAS BY ONce 11/28/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL ALTERNATE 6 CAST STONE PLANTER TYPE A (8050) 13 EA $ 2,100.00 $ 27,300.00 CAST STONE PLANTER TYPE B (8051) 13 EA $ 2,600.00 $ 33,800.00 CAST STONE PLANTER TYPE C (8052) 2 EA $ 6,000.00 $ 12,000.00 SUB-TOTAL ALTERNATE #6 $ 73,100.00 ALTERNATE #6 -10% CONTINGENCY $ 7,310.00 TOTAL ALTERNATE #6 $ 80,410.00 ALTERNATE 7 SUBGRADE PREPARATION UNDER TYPE 6 BASE (4029) 424 SY $ 8.00 $ 3,392.00 PLAZA SEAT WALL (15" HT, C.IP CONG) (8012) 147 LF $ 340.00 $ 49,980.00 6" COLORED CONCRETE AT SUNDIAL PLAZA (8018) 3820 SF $ 11.00 $ 42,020.00 SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON (8020) 1 LS $ 15,100.00 $ 15,100.00 SUNDIAL PLAZA INTERACTIVE FOUNTAIN (8021) 1 LS $ 123,000.00 $ 123,000.00 INSTALL YARD DRAIN-TYPE 1 (3016) 4 EA $ 1,100.00 $ 4,400.00 INSTALL STORM SEWER-12" PVC (3032) 204 LF $ 95.00 $ 19,380.00 SUB-TOTAL ALTERNATE tn $ 257,272.00 ALTERNATE tI7 -10% CONTINGENCY $ 25,727.20 TOTAL ALTERNATE tn $ 282,999.20 ALTERNATE 8 LANDSCAPE SPOT LIGHTING (8040) 8 EA $ 2,700.00 $ 21,600.00 . ELECTRICAL WORK TO CONNECT THE LIGHTS TO A PANEL AND METER CONNECTION (8041) 1 LS $ 119,000.00 $ 119,000.00 BLUE LED LIGHTING FOR GATEWAY SIGNS (8045) 155 LF $ 230.00 $ 35,650.00 WHITE LED LIGHTING FOR GATEWAY SIGNS (8046) 90 LF $ 220.00 $ 19,800.00 UPLlGHTTYPE A (8047-A) 108 EA $ 2,700.00 $ 291,600.00 UPLlGHT TYPE 8 (8047-8) 45 EA $ 2,700.00 $ 121,500.00 SUB-TOTAL AL TERNA TE #8 $ 609,150.00 ALTERNATE #8 - 10-A, CONTINGENCY $ 60,915.00 TOTAL ALTERNATE #8 $ 670,065.00 . 28 N:\06 ESTIMATES\06-081 BEACH WAlK PHASE 2. 3. & 4\PROPOSAl\11-20 REvtSEO PROPOSAl WITH FORMULAS BY ONce 11/2812006 BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION III - CONTRACT DOCUMENTS . BIDDER'S PROPOSAL BASE BID WI ADDENDUM NO.1 & Response to Questions PROJECT: BEACH WALK PHASES 2, 3 & 4 ITEM NO. DESCRIPTION PRICE TOTAL ALTERNATE 9 CONSTRUCTION OF 2ND STREET CURB & GUTTER 442 LF $ 15.00 $ 6,630.00 CURB INLETS 2 EA $ 7,300.00 $ 14,600.00 STORM PIPE (36 INCH RCP) 0 LF NA NA BEDDING STONE 0 CY NA NA PVC WATER LINE 0 LF NA NA 8"-22.5 BENDS 0 EA NA NA 8"VALVE 0 EA NA NA PAVING 12" - TYPE B BASE 884 SY $ 15.00 $ 13,260.00 8" CRUSHED CONCRETE 884 SY $ 25.00 $ 22,100.00 1 "TYPE S~3 884 SY $ 21.00 $ 18,564.00 FINISH GRADING 884 SY $ 4.00 $ 3,536.00 STRIPING STOP BAR 2 EA $ 175.00 $ 350.00 STOP SIGNS 2 EA $, 480.00 $ 960.00 6"DOUBLE YELLOW 270 LF $ 1.80 $ 486.00 ARROWS 4 EA $ 63.00 $ 252.00 6"SOLlD WHITE 68 LF $ 0.90 $ 61.20 6" SKIPPED WHITE 130 LF $ 2.00 $ 260.00 . LAYOUT LS $ 2,500.00 $ 2,500.00 MATERIAL TESTING LS $ 500.00 $ 500.00 MOT LS $ 600.00 $ 600.00 EROSION CONTROL LS $ 300.00 $ 300.00 DEMO LS $ 3,000.00 . $ 3,000.00 SUB-TOTAL ALTERNATE #9 $ 87,959.20 ALTERNATE #9 -10% CONTINGENCY $ 8,795.92 TOTAL ALTERNATE #9 $ 96,755.12 TOTAL ALTERNATES WI CONTINGENCIES $ 4,026,298.22 . 29 N:\D6 ESTIMATES\06-081 BEACH WALK PHASE 2. 3. & 4\PROPOSAl\11-20 REVISED PROPOSAl WITH FORMUlAS BY ONce 11/28/2006 '~'~,,~I qrl{;1,.'f, .~~. BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS . 1 DEFINITIONS Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the contract documents. Agreement The written contract between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. Application for Payment The form accepted by ENGINEER which is to be used by CONTRACTOR iJl requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. . Approve The word approve is defined to mean satisfactory review of the material, equipment or methods for general compliance with the design concepts and with the information given in the Contract Documents. It does not imply a responsibility on the part of the Engineer to verify in every detail conformance with the Drawings and Specifications. Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the work to be performed. Bidding Documents The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). Bonds Performance and payment bonds and other instruments of security. Change Order "\ A written order to Contractor signed by Owner and Contractor authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued on or after the effective date of the Agreement. . L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Conlr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 1 4/28/06 "",,\ . '.-... \ ) . . BEACH WALK . PHASES 2_ 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS City The City of Clearwater, Florida. Contract Documents The Agreement, Addenda (which pertain to the Contract Documents), Contractor's Bid (including documentation accompanying the bid and any post-Bid documentation submitted prior to the execution of the Agreement) when attached as an exhibit to the Agreement, the Bonds, Instructions to Bidders, these General Conditions, any Supplementary Conditions, the Specifications and the Drawings, any other exhibits identified in the Agreement, together with all Modifications issued after the execution of the Agreement. Contract Price The Contract price constitutes the total compensation (subject to authorized adjustments) payable by Owner to Contractor for performing the Work. Contract Time The number of days or the date stated in the Agreement for the completion of the Work. Contractor The Person with whom the Owner has entered into the Agreement. Day A calendar day of twenty-four hours measured from midnight to the next midnight. Defective An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to Engineers recommendation of final payment. Drawings The drawings, which will be identified in Technical Specifications or the Agreement, which show the character and scope of the Work to be performed and which have been prepared or approved by Engineer and are referred to in the contract documents. Shop drawings are not Drawings as so defined. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 2 4/28/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Engineer The duly appointed representative of the City Manager of the City of Clearwater. For the purposes of this contract, the City Engineer or his duly appointed representative. Engineer's Consultant A Person having a contract with Engineer to furnish services as Engineer's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. Furnish The words "furnish", "furnish and install", "install", and "provide" or words of similar meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and install complete in place and ready for service". Inspection The term "inspection" and the act of inspecting means examination of construction to ensure that it conforms to the design concept expressed in the Drawings and Specifications. These terms shall not be construed to mean supervision, superintending or overseeing. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes and orders of any kind of governmental bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal property. Milestone A principal event specified in the contract Documents relating to an intermediate completion date or time prior to the final completion date. Notice to Proceed A written notice given by the Owner to the Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform his obligations under the Contract Documents. Owner The City of Clearwater, Florida L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 3 4/28/06 . , . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Person A natural person or a corporation, partnership, firm, organization, or other artificial entity. Project The total construction of which the Work to be provided under the Contract Documents may be the whole or a part as indicated elsewhere in the Contract Documents. Partial Utilization Use by Owner of a substantially completed part of the Work for the purpose for which is intended (or a related purpose) prior to Final Completion of all the Work. Shop Drawing All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other info~ation prepared by a supplier and submitted by Contractor to illustrate material or equipment for some portion of the Work. Specifications Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. Subcontractor A person having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the site. Substantial Completion The Work (or a specified part thereof) which has progressed to the point where, in the opinion of Engineer, as evidenced by Engineer's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by the Engineer's recommendation of final payment. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. Supplementary Conditions The part of the Contract which amends or supplements these General Conditions. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 4 4/28/06 i"""\ .'" " , . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Supplier A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by the Contractor. Surety Any person, firm or corporation which is bound with Contractor and which engages to be responsible for Contractor and his acceptable performance of the Work by a Bid, Performance or Payment Bond. Underground Facilities All pipelines~ conduits, ducts, cables, wires manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal or treatment, traffic or other control systems or water. Unit Price Work Work to be paid for on the basis of unit prices. Work The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of perfortning or furnishing labor and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. Work Change Directive A written directive to Contractor, issued on or after the Effective Date of the Agreement and signed by the Engineer, ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed or emergencies. Work Change Directive will not change the Contract Price or Contract Time, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 5 4/28/06 ,-., '~.'>.~ . . " . BEACHWALK . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 2 PRELIMINARY MATTERS 2.1 FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION REQUIREMENTS. It is expressly agreed to be incorporated by reference and made a part of this Agreement - the Florida Department of Transportation (FOOT) - Standard Specifications for Road and Bridge Construction (2004). Division I, General Requirements & Covenants, Chapters 1-9. In case of inconsistency, ambiguity or discrepancy between the City of Clearwater Specifications and the FDOT Standard Specifications for Road and Bridge Construction (2004), the FOOT Standard Specifications for Road and Bridge Construction (2004) shall prevail. 2.2 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE When Contractor delivers the executed Agreements to Owner, Contractor shall also deliver to Owner such Bonds and Certificates of Insurance as Contractor may be required to furnish by this contract. 2.3 COPIES OF DOCUMENTS Engineer shall furnish to Contractor four copies of Contract Documents for execution. Additional copies will be furnished, upon request, at the cost of reproduction. 2.4 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THE PROJECT The Contract Time will commence on the day indicated in the Notice to Proceed. Contractor shall start to perform the work on the date the Contract Time commences to run. No work shall be done at the site prior to the date which the Contact Time commences to run. 2.5 BEFORE STARTING CONSTRUCTION Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contractor may discover; and shall obtain a written interpretation or clarification from Engineer before proceeding with any work effected thereby; however, Contractor shall not be liable to Owner for failure to report any conflict, error or discrepancy in the Drawings or Specifications, unless Contractor had actual knowledge thereof or should reasonably have known thereof. No verbal agreement or conversation with any officer, agent or employee of Owner or Engineer, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. Contractor shall not commence any work at any time without L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs- Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 6 4/28/06 . . . BEACH WALK PHASES 2. 3 &4 CONTRACT # SECTION IV - GENERAL CONDITIONS approved insurance required by these General Conditions. Failure to obtain this insurance will be the sole responsibility of the Contractor. 2.6 PRE-CONSTRUCTION CONFERENCE Within twenty days of Award of Contract and before the start of the Work, the Engineer may schedule a conference to be attended by Contractor, Engineer and others as appropriate to establish a working understanding among the parties as to the Work and to discuss the schedule of the Work and general Contract procedures. 3 CONTRACT DOCUMENTS, INTENT 3.1 INTENT The Contract Documents comprise the entire Agreement between the Owner and the Contractor concerning the Work. They may be altered only by written agreement. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. It is .the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment which may reasonably be inferred from the Contract Documents or from prevailing custom or from trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases, which have a well- known technical or construction industry or trade meaning, are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by the Engineer. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the code, Laws or Regulation of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual or code, or Laws or Regulations in effect at the time of opening of Bids except as may be otherwise specifically stated in the Contract Documents. However, no provision of any referenced standard specification, manual or code (whether or not specially incorporated by reference in the responsibilities of Owner or Contractor as set forth in the Contract Documents) sha!l change the duties and responsibilities of Owner, Contractor or Engineer, or any of their agents or employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract shall be issued by Engineer. Each and every provision of law and clause required by law to be inserted in these Contract documents shall be deemed to be inserted herein, and they shall be read and enforced as through it were included herein, and if through mistake or otherwise, any such provision is not inserted, or if not correctly inserted, then upon the application of either party, the Contract Documents shall forthwith be physically amended to make such insertion. The various Contract Documents shall be given precedence, in case of conflict, error or discrepancy, in the following order: Modifications, Contract Agreement, Addenda, Special Conditions, General Conditions, Drawings, Technical Specifications. In a series of Modifications or Addenda, the latest will govern. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc . 7 4/28/06 ","-' -y-\ . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 3.2 REPORTING AND RESOLVING DISCREPANCIES If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier, Contractor shall report it to the Engineer in writing at once, and Contractor shall not proceed with the Work affected thereby (except in an emergency) until an amendment or supplement to Contract Documents has been issued by one of the methods provided in these General Specifications, provided however, that Contractor shall not be liable to Owner or Engineer for failure to report any such conflict, error, ambiguity or discrepancy unless Contractor knew or reasonably should have known thereof. 4 AVAilABiliTY OF lANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAilABiliTY OF LANDS Owner shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be Performed, rights-of-way, easements for access thereto, and such other lands which are designated for the use of contractor. Owner shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which contractor will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by Owner, unless otherwise provided in the Contract Documents. 4.2 INVESTIGATIONS AND REPORTS Reference is made to the Supplementary Conditions and Technical Specifications for identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of theW ork which have been relied upon by Engineer in preparation of the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Contractor shall promptly notify Engineer in writing of any subsurface or latent physical conditions at the site, or in an existing structure, differing materially from those indicated or referred to in the Contract Documents. Engineer will promptly review those conditions and advise if further investigation or tests are necessary. Owner or Engineer shall obtain the necessary additional investigations and tests and furnish copies to the Engineer and Contractor. If Engineer finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions, which differ materially from those, indicated in the contract Documents, and which could not reasonably have been anticipated by Contractor, a work change or Change Order will be issued incorporating the necessary revisions. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 8 4/28/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS C. 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless otherwise expressly provided in the Contract Documents, Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and the cost of all the following will be included in the Contract Price and contractor shall have full responsibility for: (i) reviewing and checking all such information and data, (H) locating all Underground Facilities shown or indicated in the Contract Documents, (Hi) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. The Contractor is required to call the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation per State regulations and to notify any utility owners who are not a member of the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation. The LOCAL PUBLIC UTILITY NOTIFICATION CENTER is an agency for the protection and location of utilities prior to any excavation and contact number is available in local telephone directory. t. . 4.4 REFERENCE POINTS Engineer shall provide engineering surveys to establish reference points for construction, which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. The Contractor is referred to the Technical Specifications for more specific information regarding the provision of construction surveys. Excessive stake replacement caused by negligence of Contractor's forces, after initial line and grade have been set, as determined by the Engineer, will be charged to the Contractor at the rate of $75.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one-hour increments with a minimum charge of one hour. 5 BONDS AND INSURANCE 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND Contractor shall furnish a Performance Bond and Payment Bond, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. These bonds shall remain in effect until final payment is made, unless a longer period of time is prescribed by laws and regulations or by the Contract Documents. Contractor shall also furnish F:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs- Trh Specs\CONTRACT DOCUMENTS-SEC lV.doc 4/28/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of such agents' authority to act. All bonds shall be deemed to contain all of the Conditions of Section 255.05, Florida Statutes, even if such language is not directly contained within the bond and the Surety shall be licensed and qualified to do business in the State of Florida. The Owner reserves the right to reject any surety. If the Surety on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of these Contract Documents, the Contractor shall within five days after notice thereof substitute another Bond and surety, both of which must be acceptable to the Owner. 5.2 INSURANCE Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance and furnishing of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed or furnished by Contractor, and Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable for the following: (i) Claims under worker's compensation, disability benefits and other similar employee benefit acts; (ii) Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; (iii) Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; (iv) Claims for damages insured by customary personal injury liability coverage which are sustained by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or by any other person for any other reason; (v) Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and (vi) Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The Contractor shall deliver to Owner, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain in accordance with this paragraph. The policies of insurance so required by this paragraph to be purchased and maintained shall: (i) include as additional insured (subject to any customary exclusion in respect of professional liability) City of Clearwater and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insured, and include coverage for the respective officers and employees of all such additional insures; (ii) include completed operations insurance; (iii) include contractual liability insurance covering Contractor's indemnity obligations in Article for Contractor's Responsibilities; (iv) contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 10 4/28/06 '". Ii- '\ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS least thirty days prior written notice has been given to the Owner, and Contractor and to each other additional insured identified in the Supplemental Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor as described in this paragraph); (v) remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing or replacing defective Work in accordance with Article for Correction of Defective Work; (vi) with respect to completed operations insurance, and any insurance coverage written on a claims-made basis, shall remain in effect for at least two years after final payment. Contractor shall furnish Owner and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to Owner and any such additional insured, of continuation of such insurance at final payment and one year thereafter and (vii) Name and telephone number of the authorized insurance agent for the Insurer. The limits of liability for the insurance required shall provide coverage for not less than the following amounts or greater where required by laws and regulations: 5.2.1 WORKER'S COMPENSATION INSURANCE Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over Statuto Statuto Em 10 er's Liabili $500,000. $1,000,000. 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Comprehensive General Liability including Premise/Operations; Explosion, Collapse and Underground Property Damage; Products/Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: (1) Bodily Injury: Contract Award Amount Under $1,000,000. $500,000. Each Occurrence $1,000,000. Annual A e ate $500,000. Each Occurrence $1,000,000. Annual A eate $1,000,000. Annual A eate Contract Award Amount $1,000,000. and Over $1,000,000. Each Occurrence $1,000,000. Annual "A e ate $1,000,000. Each . Occurrence $1,000,000. Annual A e ate $1,000,000. Annual A eate (2) Property Damage: (3) Personal Injury, with em 10 ent exclusion deleted 5.2.3 includin COMPREHENSIVE AUTOMOBILE LIABILITY all owned rivate and others , hired and non-owned vehicles: Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over $500,000. Each Person $1,000,000. Each Person $500,000. Each Accident $1,000,000. Each Accident (1) Bodily Injury L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc II 4/28/06 . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS (2) Property Damage $500,000. Each $1,000,000. Each ()ccurrence ()ccurrence Receipt and acceptance by the ()wner of the Contractor's Certificate of Insurance, or other similar document does not constitute acceptance or approval of amounts or types of coverages, which may be less than required by these Contract Documents. ()wner shall not be responsible for purchasing and maintaining any property insurance to protect the interests of Contractor, Subcontractors or others in the Work. The ()wner may at its option require a copy of the Contractor's Insurance Policy(s). All insurance policies required within this Contract Document shall provide full coverage from the first dollar of exposure unless otherwise stipulated. No deductibles will be accepted without prior approval from the C>wner. Lonl!shore and Harbor Worker's Compensation Act: Section 32 of the Act, 33 U.S.C. 932, requires an employer, with employees in maritime employment, to secure the payment of benefits under the Act either by insuring with an insurance carrier authorized by the U.S. Department of Labor, or to be authorized by the U.S. Department of Labor as a self-insurer. For General Contractors: Section 4(a) of the Act provides that every employer shall be liable for and shall secure the payment to his employees of the compensation payable under Sections 7, 8, and 9 of the Act. In the case of an employer who is a subcontractor, only if such subcontractor fails to secure' the payment of compensation shall the contractor be liable for and be required to secure the payment of compensation. . 5.3 WAIVER OF RIGHTS . ()wner and Contractor intend that all policies purchased in accordance with Article on Insurance will protect ()wner, Contractor, Subcontractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured in such policies and will provide primary coverage for all losses and damages caused by the perils covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insured or additional insured thereunder, C>wner and Contractor waive all rights against each other and their respective officers, directors, employees and agents for all losses and damages caused by, arising out of or resulting from any of the perils covered by such policies and any other property insurance applicable to the work; and, in addition, waive all such rights against Sub-contractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance otherwise payable under any policy so issued. In addition, ()wner waives all rights against Contractor, Subcontractors, Engineer, Engineer's Consultant and the officers, directors, employees and agents of any of them for: (i) loss due to business interruption, loss of use or other consequential loss extending beyond direct physical loss or damage to C>wner's property or the Work caused by, arising out of or resulting from fire or other peril, whether or not insured by ()wner and; (ii) loss or damage to the completed Project or part thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC rv.doc 12 4/28/06 '-~, . . . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Project or part thereof by Owner during partial utilization, after substantial completion or after final payment. BEACHWALK . 6 CONTRACTORS RESPONSIBiliTIES 6.1 SUPERVISION AND SUPERINTENDENCE Contractor shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but Contractor shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. Contractor shall be responsible to see that the completed work complies accurat<?ly with the Contract Documents. Contractor shall keep on the work at all times during its progress a competent resident superintendent, who shall not be replaced without notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor's representative at the site and shall have authority to act on behalf of Contractor. All communications to the superintendent shall be as binding as if given to Contractor. Contractor shall employ only competent persons to do the work and whenever Engineer shall notify Contractor, in writing, that any person on the work appears to be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed from the project and shall not again be employed on it except with the written consent of Engineer. Contractor shall reimburse the Owner for additional engineering and inspection costs incurred as a result of overtime work in excess of the regular working hours or on the Owner's normally approved holidays. At Owner's option, overtime costs may either be deducted from the Contractor's monthly payment request or deducted from the Contractor's retention prior to release of final payment or the Engineer may elect to receive a monthly check from the Contractor in the amount of the overtime costs. Minimum number of chargeable hours for inspection costs on weekends or holidays shall be four hours. The cost of overtime inspection per hour shall be $40.00 per hour. Contractor shall provide and maintain in a neat and sanitary condition, such sanitary accommodations for the use of Contractor's employees as may be necessary to comply with the requirements of Laws and Regulations and the Engineer. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 13 4/28/06 BEACH WALK . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 6.2 LABOR, MATERIALS AND EQUIPMENT Contractor shall provide competent, suitably qualified personnel to survey, layout and construct the work as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all work at the site shall be performed during regular working hours and Contractor will not permit overtime work or the performance of work on Saturday, Sunday, or any legal holiday without Owner's consent given after prior notice to Engineer. Unless otherwise specified in the General Requirements, Contractor shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. . All materials and equipment installed in the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by Engineer, Contractors shall furnish satisfactory eVidence (including reports of required tests) as to the quality of materials and equipment. The Contractor shall provide suitable and secure storage for all materials to be used in the Work so that their quality shall not be impaired or injured. Materials that are improperly stored, may be rejected by the Engineer without testing. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Contract Documents. 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS . Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. - Unless the specification or description contains or is followed by words reading that no like, equivalent or "or equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by Engineer. If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer for approval. If in the Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or equal" item, it may be considered as a proposed substitute item. Contractor shall submit sufficient information as required by the Engineer to allow the Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and is an acceptable substitute therefore. Request for review of proposed substitute and "or equal" will be not be accepted by Engineer from anyone other than Contractor. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 14 4/28/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Request for substitute and "or equal" items by Contractor must be submitted in writing to Engineer and will contain all information as Engineer deems necessary to make a determination. All data provided by Contractor in support of any proposed substitute or "or equal" item will be at Contractor's expense. Engineer will be allowed a reasonable time to evaluate each proposal or submittal made per this paragraph. Engineer will be sole judge of acceptability. 6.4 RESPONSIBiliTY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person any contractual relationship between Owner or Engineer and any Subcontractor, Supplier or other person, nor shall it create any obligation o!l the part of Owner or Engineer to payor to see to the payment of any moneys due any such Subcontractor, Supplier or other person. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor. Contractor shall require all Subcontractors, Suppliers and such other persons performing or furnishing any of the work to communicate with the Engineer through Contractor. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the work among Subcontractors or Suppliers or delineating the work to be performed by any specific trade. All work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Contractor shall not payor employ any Subcontractor, Supplier or other person or organization whether initially or as a substitute, against whom Owner or Engineer may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the work against whom Contractor has reasonable objection. Owner or Engineer will not undertake to settle any differences between Contractor and his Subcontractors or between Subcontractors. L:\COMMON\Clearwaler\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 15 4/28/06 . i. . BEACH WALK 6.5 PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS USE OF PREMISES Contractor shall confine construction equipment, the storage of materials and equipment and the operations of works to the site and land areas identified in and permitted by the Contract Documents on other land areas permitted by Laws and Regulations, right-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceed in or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner, Engineer, Engineer's Consultant and their officials, directors, employees and agents from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. During the progress of the Work, Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work or at intervals established by the Engineer, Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. Contractor shall restore to original condition all property not designated for alteration by the Contract Documents. 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES (OMITTED) Coatraetor shall pa-y aU lieense fees 81ul myalties aad asS1:Hfle all eosts meideRt te the 1:1se iB the performaaee of the ...:ork or the meorpOFatioB ia the \J{ erk of aHY iW/el'ltiea, desiga, pmeess, prod1:1ct or de':iee 'ovbica is the sueject ofpateRt riglNs or copyrights ReId hy OthefS. If a partie1:11ar invention, desiga, pmeess, pre duct ar device is speeified in the Coanet De6WRems for 1:1se in tae performaBce of the work and if to the aetl:lal moV/ledge af Ovmer or BRgiBeer its 1:1se is s1:1bjeet to pateftt rights or copyrights ealling fer the paymeftt of any lieeftSe fee or royalty to ethers, the eKisteaee of suca riglHs saall he disclosed BY O'..mer in the CoBtfaet DeeWRel'lts. To tae fullest exteRt permitted BY Laws md RegHlatioBs, CeBtfaeter saall iBdem:1ify aHd aold harmless Oo.-mer, BBgiaeer, Bagiaeer's COBS1:1ltaMs aad the offieefS, Elireetem, employees, agents aad other eoas1:11tants of eaeR and &:BY af them ftem. aHd agaiBSt all elaims, easts, losses and aamages arisiag OHt of or resHltiBg from. aHY infriagemeBt of patel'lt rights or eopyrights iaeideat te the 1:150 in. the performaaee of the 'Nark or Fes1:1ltmg from. the iBeerpomtioa iB tae '.v ark of &:BY ia':8fttioB, desiga, proeess, produet or deonee Bot specified ia the Coaa:aet Doe1:Hfleftts, aad shall def-en.d all s1:1ea claims ia cOnReetioB v:ith any alleged iBfringement of s1:1ea rights. F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 16 4/28/06 \ '. ","-' :e :. PHASES 2.3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Col'ltraetor shaH pity aU sales, eElBS1:UBer, l:lse and ether tmces reqaired to be paid BY CElmraeter iB aeeordflflee with the Laws and RegalatieftS Elf the State of Florida Ed other governmental agel'leies, whieh are applieahle awing the perfermEee ofthe work. BEACH WALK 6.7 LAWS AND REGULATIONS Contractor shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. If Contractor performs any work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses and damages caused by or arising out of such work: however, it shall not be Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations to Owner to report and resolve discrepancies as described above. 6.8 PERMITS Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids. Contractor shall pay all charges of utility owners for connections to the work, and Owner shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. Unless otherwise stated in the Contract Documents, City of Clearwater Building Permit Fees will be waived. 6.9 SAFETY AND PROTECTION Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: (i) all persons on the work site or who may be affected by the work, (ii) all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site;, and (iii) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. In the event of temporary suspension of the work, or during inclement weather, or whenever Engineer may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or. injury from the weather. If, in the opinion of Engineer, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 17 4/28/06 ",,~ f i . i . . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention program which shall include, but shall not be limited to the establishment and supervision of programs for the education and training of employees in the recognition, avoidance and prevention of unsafe conditions and acts. Contractor shall provide first aid services and medical care to his employees. The Contractor shall develop and maintain an effective fire protection and prevention program and good housekeeping practices at the site of contract performance throughout all phases of construction, repair, alteration or demolition. Contractor shall require appropriate personal protective equipment in all operations where there is exposure to hazardous conditions. The Engineer may order that the work stop if a condition of immediate danger to Owner's employees, equipment or if property damage exists. This provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to the Owner, and the Contractor shall remain solely responsible for compliance with all safety requirements and for the safety of all persons and property at the site of Contract performance. The Contractor shall instruct his employees required to handle or use toxic materials or other harmful substances regarding their safe handling and use. The Contractor shall take the necessary precautions to protect pedestrians and motorists from harm, and to prevent disruptions of such traffic due to construction activity. BEACH WALK Contractor sh~l comply with all applicable Laws and Regulations of any public Dody having jurisdiction for safety of persons or property and to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or part, by Contractor, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the work or anyone for whose acts any of them may be liable, shall be remedied by Contractor. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable. 6.10 EMERGENCIES In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, Contractor, with or without special instruction or authorization from Owner or Engineer, is obligated to act to prevent damage, injury or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 18 4/28/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 6.11 DRAWINGS 6.11.1 SHOP DRAWINGS AND SAMPLES Contractor shall submit Shop Drawings to Engineer for review and approval as called for in the Technical Specifications or required by the Engineer. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show Engineer the materials and equipment Contractor proposes to provide and to enable Engineer to review the information. Contractor shall also submit Samples to Engineer for review and approval. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, (ii) all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and (iii) all information relative to Contractor's sole responsibilities in respect to means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. Contractor shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Documents. Each submittal will bear a stamp or specific written indication that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. At the time of submission, Contractor shall give Engineer specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to Engineer for review and approval of each such variation. Engineer's review and approval of Shop Drawings and Samples will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated the Contract Documents. Engineer's review and approval will not extend to means, methods, techniques, sequences or p"rocedures of construction (except where a particular means method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Engineer's review and approval of Shop Drawings or Samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation at the time of L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 19 4/28/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS submission and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by the Engineer relieve the Contractor from responsibility for complying with the requirements of paragraph above discussing field measurements by the Contractor. 6.11.2 AS-BUILT DRAWINGS The Contractor shall keep and maintain one set of blueprints, As-Built Drawings, in good order and legible condition to be continuously marked-up at the job site. The Contractor shall mark and annotate neatly and clearly all project conditions, locations, configurations and any other changes or deviations which may vary from the details represented on the original Contract Plans, including revisions made necessary by Addenda, Shop Drawings, and Change Orders during the construction process. The Contractor shall record the horizontal and vertical locations, in the plan and profile, of all buried utilities that differ from the locations indicated or which were not indicated on the Contract Plans and buried (or concealed), construction and utility features which are revealed during the construction period. The As-Built Drawings shall be available for inspection by the Engineer at all times during the progress of the Project. The As-Built Drawings shall be reviewed by the Engineer for accuracy and compliance with the requirements of "As-Built Drawings" prior to submittal of the monthly pay requests. The pay requests shall be rejected if the marked-up blueline prints do not conform to the "As-Built Drawings" requirements. As-Built Drawings shall be submitted to the Engineer for approval upon completion of the project and prior to acceptance of final pay request. Prior to placing new potable water mains in service, the Contractor shall provide the Engineer intersection drawings, as specified for the water mains. The City's acceptance of the "As-Built Drawings" does not relieve the Contractor of the sole responsibility for the accuracy and completeness of the As-Built Drawings. 6.11.2.1 GENERAL The Contractor shall procure the services of a City approved Professional Land Surveyor and Mapper registered in the State of Florida to perform the as-built survey. The Contractor's approved Land Surveyor shall prepare an "AS-BUILT SURVEY" per chapter 61G17-6, Florida Administrative Code (see definition below), signed and sealed by a Florida registered land surveyor. Two hard copies of signed and sealed as-builts and an AutoCAD file shall be provided. Definition: 61G17-6.002(8)(a) As-Builts Survey: a survey performed to obtain horizontal and/or vertical dimensional data so that constructed improvements may be located and delineated: also know as Record Survey. This survey shall be clearly titled "As-Built Survey" and shall be signed and sealed by a Florida registered land surveyor. The survey must be delivered to the City of Clearwater Construction L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 20 4/28/06 BEACH WALK . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Division upon substantial completion of the project. If this condition is not met, the City will procure the services of a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of$I,800 per day or any portion thereof to provide the City with the required As-Built Survey. 6.11.2.2 SANITARY AND STORM SEWER PIPING SYSTEMS 1. Manholes and inlets shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. New sanitary service connections and replaced sanitary service connections shall be dimensioned to the nearest downstream manhole. All manholes, cleanouts and catch basin invert and rim elevations, manhole and catch basin dimensions, pipe sizes, and pipe material shall also be noted on the plan view and also on the profile if one exists. 2. Pipe materials and areas of special construction shall be noted. 6.11.2.3 PRESSURE PIPE CONSTRUCTION (WATER, RECLAIMED WATER, FORCEMAIN) . All pipes shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. Coordinates shall be at all pipe bends, tees, valves, reducers, and deflections. Also all new and replaced service connections for potable and reclaimed water will be located as described above. Additionally there must be survey coordinates no further than 100 feet apart on linear type construction and shall denote top of pipe elevation at those points. 6.11.2.4 ELECTRICAL AND CONTROL WIRING The as-built drawings shall include all changes to the original Contract Plans. The as-built drawings shall also include the size, color, and number of wires and conduit. For pr.ojects where this information is too voluminous to be contained on the blueline prints, the Contractor shall prepare supplemental drawings, on same size sheets as the blueline prints, showing the additional conduit runs, I-line diagrams, ladder diagrams, and other information. The wiring schematic diagrams shall show termination location and wiring identification at each point on the ladder diagram. 6.11.2.5 HORIZONTAL AND VERTICAL CONTROL . The As-Built survey shall be based on the original datum used for the construction design plans or if required by the City the datum shall be referenced to the North American Datum of 1983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of measurement shall be L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Conb' Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 21 4/28/06 00'" --j, , , J . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS the United States Foot. Any deviation or use of any other datum, (horizontal and or vertical), must be approved by the City of Clearwater Engineering Department. . 6.11.2.6 STANDARDS The As-Built survey shall meet the Minimum Technical Standards per Chapter 6lGl7 and the Clearwater CADD STANDARDS set forth below. In addition to locating all improvements that pertain to the as-built survey it is the requirement of the City to have minimum location points at every change in direction and no more than 100 feet apart on all pressure pipes. 6.11.2.7 OTHER The As-Built drawings shall reflect any differences from the original Contract Plans, in the same level of detail and units of dimensions as the Plans. 6.11.3 CADD STANDARDS 6.11.3.1 LAYER NAMING 6.11.3.1.1 DJ EP EX PR FU TX 6.11.3.1.2 GAS ELEC PHONE CABLE BOC WALK WATER STORM TREES SANITARY FENCE BLDG DRNE PREFIXES AND SUFFIXES refix denotes di "tized or scanned entities refix denotes existin oints - field collected refix denotes existin entities - line work and s refix denotes ro osed entities -line work and s bols prefix denotes future entities (proposed but not part of this contract) -line work and s bols suffix denotes text - use for all text, no matter the refix rinklers L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 22 4/28/06 "'", \ . . . BEACH WALK , PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS EOP edge of pavement without curbs TRAFFIC signal poles, control boxes TOPBANK top of bank: TOESLOPE toe of slope TOPBERM top of berm TOEBERM toe of berm SEAWALL seawall CONCSLAB concrete slabs WALL walls, except seawall SHORE shoreline, water elevation CL centerline of road CLD centerline of ditch CLS centerline of swale CORNER property comers, monumentation BENCH benchmark, temporary benchmarks Other layers may be created as required, using above format. 6.11.3.2 LAYER PROPERTIES All layers will use standard AutoCADD line types, by layer. All layers will use standard AutoCADD colors, by layer. All text will use standard AutoCADD fonts. 6.11.3.3 TEXT STYLES Text style for EX layers will use the simplex font, oblique angle of 00, and a text height of .008 times the plot scale. Text style for PR and FU layers will use the simplex font, oblique angle of 22.50, and a text height of .010 times the plot scale. 6.11.4 DELlVERABLES The as-built survey shall be produced on stable based Mylar or vellum material, 24" x 36" at a scale of 1" = 20' unless approved otherwise. The Contractor or his representative shall deliver all drawing files in digital format with all project data in Land Development Desktop (LDD) Rl or later, including all associated dependent files. When LDD is not available, upon approval by the City of Clearwater Project Manager, a standard ASCn file can be delivered with all associated drawing and dependent files. The ASCII file shall be a comma or space delimited containing code, point number, northing, easting, elevation and description for each data point. Example below space delimited ASCII file: L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Conlr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 23 4/28/06 . . , . BEACH WALK POINT # 284 PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS NORTHING EASTING ELEV DESC 1361003.838 264286.635 25.00 BCV or Comma Delimited ASCII File: 284,361003.838,264286.635,25.00, BCV (PNEZD) An AutoCADD Release 2000 drawing or later drawing file shall be submitted. NOTE: If approved deviation from Clearwater or Pinellas County CADD standards are used the consultant shall include all necessary information to aid in manipulating the drawings including either PCP, CTB file or pen schedule for plotting. The drawing file shall include only authorized fonts, shapes, line types or other attributes contained in the standard AutoDesk, Inc. release. All block references and references contained within the drawing file shall be included. Please address any questions regarding format to Mr. Tom Mahony, at (727)562-4762 or email address TomMahonv(lUmvClearwater.com 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE Contractor warrants and guarantees to Owner, Engineer and Engineer's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. Contractor's warranty and guarantee hereunder includes defects or damage caused by abuse, vandalism, modification or operation by persons other than Contractor, Subcontractors or Suppliers. Until the acceptance of the Work by the Owner, the Work shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to any part thereof by action of the elements, or from any other cause whatsoever, arising from the execution or non-execution of the Work. The Contractor shall rebuild, repair and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any cause before its completion and final acceptance by the Owner. In addition, "the Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one year from the date of final acceptance". . Contractor's warranty and guarantee hereunder excludes improper maintenance and operation by Owner's employees and normal wear and tear under normal usage for any portion of the Work, which has been partially accepted by the Owner for operation prior to final acceptance by the Owner. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: (i) observations by Engineer, (ii) recommendation of any progress or final payment by Engineer, (iii) the issuance of a certificate of Substantial Completion or any payment by Owner to contractor under the Contract Documents, (iv) use or occupancy of the Work or any part thereof by Owner, (v) any L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 24 4/28/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS acceptance by Owner or any failure to do so, (vi) any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of Acceptance by the Engineer. 6.13 CONTINUING THE WORK Contractor shall carry on the work and adhere to the progress schedule during all disputes or disagreements with Owner. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as Owner or Contractor may otherwise agree in writing. 6.14 INDEMNIFICATION Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including but not limited to all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that .any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the Work, or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person. If, through acts of neglect on the part of Contractor, any other Contractor or any Subcontractor shall suffer loss or damage on the work, Contractor shall settle with such other Contractor or Subcontractor by agreement or arbitration if such other Contractor or Subcontractor will so settle. If such other Contractor or Subcontractor shall assert any claim against Owner on such account of any damage alleged to have been sustained, Owner shall notify Contractor, who shall indemnify and save harmless Owner against any such claim. In any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, or einployees by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the work, or anyone for whose acts any of them may be liable, the indemnification obligation under this paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for Contractor or any such Sub-contractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. The indemnification obligations of Contractor under this paragraph shall not extend to the liability of Engineer and Engineer's Consultants, officers, directors, employees, or agents caused by the professional negligence, errors or omissions of any of them. L:\COMMON\Clearwaler\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 25 4/28/06 . . BEACHWALK . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 7 OTHER WORK 7.1 RELATED WORK AT SITE Owner may perform other work related to the Project at the site by Owner's own forces, or let other direct contracts therefore which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to Contractor prior to starting any such other work, and (ii) Contractor may make a claim therefore if Contractor believes that such performance will involve additional expense to Contractor or requires additional time and the parties are unable to agree as to the amount or extent thereof. Contractor shall afford each other contractor who is a party to such a direct contract and each utility owner (and Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the work with theirs. Unless otherwise provided in the Contract .Documents, Contractor shall do all cutting, fitting and patching of the work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. Should the Contractor cause damage to any other contractor on the Project, the contractor agrees, upon due notice, to settle with such contractor by agreement or arbitration, if he will so settle. If such other contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor, who shall defend such proceedings at his own expense, and if any judgment against the Owner arises therefrom the Contractor shall payor satisfy the judgment and pay all costs incurred by the Owner. If the proper execution or results of any part of Contractor's work depends upon work performed by others under this Article. Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's work except for latent or non-apparent defects and deficiencies in such other work. 7.2 COORDINATION \ . If Owner contracts with others for the performance of other work on the Project at the site, the following will be set forth in the Scope of Work: (i) the person who will have authority and responsibility for coordination of the activities among the various prime contractors will be L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 26 4/28/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS identified; (ii) the specific matters to be covered by such authority and responsibility will be itemized; and (iii) the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility in respect of such coordination. 8 OWNER'S RESPONSIBiliTY Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. Owner shall furnish the data required of Owner under the Contract Documents promptly and shall make payments to Contractor promptly when they are due as provided in these General Conditions. Owner is obligated to execute Change Orders as indicated in the Article on Changes In The Work. Owner's responsibility in respect of certain inspections, tests, and approvals is set-forth in the Article on Tests and Inspections. In connection with Owner's right to stop work or suspend work, see the Article on Engineer may Stop the Work. The Article on Suspension of Work and Termination deals with Owner's right to terminate services of Contractor under certain circumstances. The Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Owner will not be responsible for Contractor's failure to perform or furnish the Work in accordance with the Contract Documents. 9 ENGINEER'S STATUS DURING CONSTRUCTION 9.1 OWNER'S REPRESENTATIVE Engineer will be Owner's representative during the construction period. The duties and the responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of Owner and Engineer. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 27 4/28/06 , "-:\, 1 ! . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 9.2 CLARIFICATIONS AND INTERPRETATIONS Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents (in the form of Drawings or otherwise) as Engineer may determine necessary, which shall be consistent with the intent of and reasonably inferable from Contract Documents. Such written clarifications and interpretations will be binding on Owner and Contractor. If Contractor believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount or extent thereof, if any, Contractor may make a written claim therefore as provided in the Articles for Change of Work and Change of Contract Time. 9.3 REJECTING OF DEFECTIVE WORK Engineer will have authority to disapprove or reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work whether or not the Work is fabricated, installed or completed. 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS In connection with Engineer's authority as to Shop Drawings and Samples, see articles on Shop Drawings and Samples. In connection with Engineer's authority as to Change Orders, see the articles on Changes of Work, Contract Price and Contract Time. In connection with Engineer's authority as to Applications for Payment, see the articles on Payments to Contractor and Completion. 9.5 DECISIONS ON DISPUTES Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the work thereunder. Claims, disputes and other matters relating to the acceptability of the work or. the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the work and Claims under the Articles for Changes of Work, Changes of Contract Time and Changes of Contract Price will be referred initially to Engineer in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to Engineer and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to Engineer and the other party within sixty days after the start of such occurrence or event unless Engineer allows' an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 28 4/28/06 BEACH WALK . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS party shall submit any response to Engineer and the claimant within thirty days after receipt of the claimant's last submittal (unless Engineer allows additional time). Engineer will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. Engineer's written decision on such claim, dispute or other matter will be final and binding upon Owner and Contractor unless (i) an appeal from Engineer's decision is taken within thirty days of the Engineers decision, or the appeal time which may be stated in a Dispute Resolution Agreement between the Owner and Contractor for the settlement of disputes or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from Engineer's written decision is delivered by Owner or Contractor to the other and to Engineer within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such decision, unless otherwise agreed in writing by Owner and Contractor. . When functioning as interpreter and judge, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by Engineer with respect to any such claim, dispute or other matter will be a condition precedent to any exercise by Owner or Contractor of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant the Article on Dispute Resolution. 9.6 LIMITATIONS ON ENGINEER'S RESPONSIBILITIES Neither Engineer's authority or responsibility under this paragraph or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by Engineer shall create, impose or give rise to any duty owed by Engineer to Contractor, any Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of them. Engineer will not supervise, direct, control or have authority over or be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the work. Engineer will not be responsible for Contractor's failure to perform or furnish the work in accordance with the Contract Documents. . Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the work. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by the Contractor will only be to determine generally that their content complies with the requirements L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 29 4/28/06 . . . BEACHWALK . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS of the Contract Documents and, in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents. The limitations upon authority and responsibility set forth in this paragraph shall also apply to Engineer's Consultants and assistants. 10 CHANGES IN THE WORK Without invalidating the Agreement and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as may otherwise be specifically provided). If Owner and Contractor are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Time that should be allowed as ~ result of a Work Change. Directive, a claim may be made therefore as provided in these General Conditions. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in these General Conditions except in the case of an emergency as provided or in the case of uncovering work as provided in article for Uncovering Work. Owner and Contractor shall execute appropriate Change Orders or Written Amendments recommended by Engineer covering: changes in the work which are (i) ordered by Owner (ii) required because of acceptance of defective work under the article for Acceptance of Defective Work or correcting defective Work under the article for Owner May Correct Defective Work or (iii) agreed to by the parties; changes in the Contract Price or Contract Time which are agreed to by the parties; and changes in the Contract Price or Contract Time which embody the substance of any written decision rendered by Engineer pursuant to the article for Decisions on Disputes; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the progress schedule as provided in the article for Continuing the Work. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 30 4/28/06 ~ ,. . ., . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS If notice of any change affecting the general scope of the work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 11 CHANGES IN THE CONTRACT PRICE 11.1 CHANGES IN THE CONTRACT PRICE The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by Contractor shall be at Contractor's expense without change in the Contract Price. The Contract Price may only be adjusted by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on a written notice of claim stating the general nature of the claim, to be delivered by the party making the claim to the other party and to Engineer promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the claimed adjustment covers all known amounts to which the claimant is entitled as a result of said occurrence or event. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: (i) where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (ii) where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which.may include an allowance for overhead and profit), (iii) where the Work is not covered by unit prices contained in the Contract Documents and agreement is reached to establish unit prices for the Work. 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to Owner and Engineer. Contractor agrees that: (i) the allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and (ii) Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 31 4/28/06 . . , . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances and all the Work actually performed by the Contractor, and the Contract Price shall be correspondingly adjusted. 11.3 UNIT PRICE WORK Where the Contract Doctunents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the stun of the established unit price for each separately identified item of unit price work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Owner or Contractor may make a claim for an adjustment in the Contract Price if: (i) the quantity of any item of Unit Price Work perfonned by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Contract Documents; and (ii) there is no corresponding adjustment with respect to any other item of Work; and (ill) if Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. On unit price contracts, the Owner endeavors to provide adequate unit quantities to satisfactorily complete the construction of the project. It is expected that in the normal course of project construction and completion that not all unit quantities will be used in their entirety and that a finalizing change order which adjusts contract unit quantities to those unit quantities actually used in the construction of the project will result in a net decrease from the original Contract Price. Such reasonable deduction of final Contract Price should be anticipated by the Contractor in his original bid. 12 CHANGES IN THE CONTRACT TIME The Contract Time (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Time (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to Engineer promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless Engineer allows an additional period of time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Time (or Milestones) shall be determined by Engineer. No claim for an adjustment in the Contract Time (or Milestones) will be valid ifnot submitted in accordance with the requirements of this paragraph. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 32 4/28/06 J- , ' ~, . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS All time limits stated in the Contract Documents are of the essence of the Agreement. Where Contractor is prevented from completing any part of the work within the Contract Time (or Milestones) due to delay beyond the control of Contractor, the Contract Time (or Milestones) may be extended in an amount equal to the time lost due to such delay if a claim is made therefore as provided in the article for Changes in the Work. Delays beyond the control of Contractor shall include, but not be limited to, acts by Owner, acts of utility owners or other contractors performing other work as contemplated by the article for Other Work, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. Where Contractor is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both Owner and Contractor, an extension of the Contract Time (or Milestones) in an amount equal to the time lost due to such delay shall be Contractor's sole and exclusive remedy for such delay. In no event shall Owner be liable to Contractor, any Subcontractor, any Supplier, any other person, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of Contractor, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts by utility owners or other contractors performing other work as contemplated by paragraph for Other Work. 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND INSPECTION Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Contractor shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents. The costs for these inspections, tests or approvals shall be borne by the Contractor except as otherwise provided in the Contract Documents. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereot) specifically to be inspected, tested or approved by an employee or other representative of such public body including all City Building Departments and City Utility Departments, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. Unless otherwise stated in the Contract Documents, City permit and impact fees will L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 33 4/28/06 . . . BEACH WALK \1 PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS be waived. Contractor shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation of the Work. If any Work (or the work of others) that is to be inspected tested or approved is covered by Contractor without written concurrence of Engineer, it must, if requested by Engineer, be uncovered for observation. Uncovering Work as provided in this paragraph shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.2 UNCOVERING THE WORK If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. If Engineer considers it necessary or advisable that covered Work be observed by -Engineer or inspected or 'tested by others, Contractor, at Engineer's request, shall uncover, expose or otherwise make available for observation, inspection or testing as Engineer may require, that portion of the Work in question, furniShing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price for the costs of the investigation, and, if the parties are unable to agree as to the amount thereof, may make a claim therefore as provided in the article for Change in Contract Price. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time (or Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, Contractor may make a claim therefore as provided the article for Change in Contract Price and Change of Contract Time. 13.3 ENGINEER MAY STOP THE WORK If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Engineer may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Engineer to stop the Work shall not give rise to any duty on the part of Engineer or Owner to exercise this right for the benefit of Contractor or any surety or other party. If the Engineer stops Work under this paragraph, Contractor shall be entitled to no extension of Contract Time or increase in Contract Price L:\COMMON\Clearwa!er\Beach Walk Cons! Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 34 4/28/06 . '. I. BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK If required by Engineer, Contractor shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer, remove it from the site and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.5 WARRANTY/CORRECTION PERIOD (OMITTED) If within aRe year after the eate af StibstaMial CafBf'letiaR ar suea laRger perioa af time as may be preseribeel by Laws er RegalatioRs ar BY the teffBS af aBJ applieable speeial gaarBBtee requireel ey the CORtfaet Dae1:lftleats ar ey &BY speeifie pRwisiaR ef the CeatFaet Deeam.eHts, MY 'Node is f01:lfla ta ee aefeetiY/e, CaBtraelar shall profBf'tly, without eest to O\VBer ana ia aeeardaaee with Ovmer's wriUea iastraetians; (i) eaReet suea aefeethe 'Nerk, or, if it Bas beea rejeetea by O\VBer, remave it from the site anti replaee it Yl:ith '.Vark that is DOt aefeetive ana (ii) satisfaetorily eorreet or reme':e ana replaee &BY da.mage te ether 'Nark or the werk af ethers resulting therefrom. If CoftfFaetar daes Rat promptly eomply with the hums af suea iBstmetiaBs, or ia &B emergeaey ',Y.<Bere delay wauIa eaase senallS risk ef lass ar aamage, Ovffler may have the defeetive 'Nark eorreetea er the rejeetea. 'Nark rema'lea 8:ftEt replaeea, &Bel all eleims, eests, losses and damages eaasea by ar fesalting Ham saea removal ana repIaeemem (iaemaiag bat Bot limited to all easts efrepair or replaeemeat ofwark af ethers) wm ee pRieley Cosaetor. In speeial eireamstanees where a partiealar item af etlaipmeHt: is plaeea iR eoBtiBtiaas serviee before Fiaal CompletiaR af all the 'N erk, the eaR'eeaaa period fer that item may start te ran from an earlier date if speeifieally ana eKpr~ssly so pmvided iR tae SpeeifieatiaBs ar by \llrittea l\mendment. 'Vhere defeetiye Vlork (and aamage te ather ',\lark resaltiBg therefFam) Bas eeeR earreeted, removed ar replaeeE!1:lflEler this paragmpa the eerreetioR penaa aeFeW1aer '.vith respeet to suoo 'Nark vlill ee exteadea fer 8ft aaditioaal penaE! sf OBe year after saea eaffeetiaB ar remayal &Bel replaeemeBt has beea satisfaetarily eafBf'leteel. 13.6 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, Owner prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses and damages attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness). If any such acceptance occurs prior to Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in F:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC lV.doc 3S 4/28/06 ~1i . . . BEACH WALK PHASES 2. 3 & 4 CON:rRACT # SECTION IV - GENERAL CONDITIONS the Contract Price, and, if the parties are unable to agree as to the amount thereof, Owner may make a claim therefore as provided in article for Change of Contract Price. If the acceptance occurs after the Engineer's recommendation for final payment an appropriate amount will be paid by Contractor to Owner. 13.7 OWNER MAY CORRECT DEFECTIVE WORK If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work or to remove and replace rejected Work as required by Engineer in accordance with the article for Correction and Removal of Defective Work or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days' written notice to Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph Owner shall proceed expeditiously. In connection with such corrective and remedial action, Owner may exclude Contractor from all or part of the site, take possession of all or part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the site, and incorporate in the Work. all materials and equipment stored at the site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's Consultants access to the site to enable Owner to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by Owner in exercising such rights and remedies will be charged against Contractor and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, Owner may make a claim therefore as provided in the article for Change of Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 14 PAYMENTS TO CONTRACTOR AND COMPLETION Progress payments on account of Unit Price . Work will be based on the number of units completed. 14.1 APPLICATION FOR PROGRESS PAYMENT Contractor shall submit (not more often than once a month) to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the 25th of each month and accompanied by such supporting documentation as is required by the L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 36 4/28/06 ."',\ . i . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Engineer and the Contract Documents. Unless otherwise stated in the Contract Documents, payment will not be made for materials and equipment not incorporated in the Work. Payment will only be made for that portion of the Work, which is fully installed including all materials, labor and equipment. A retainage of not less than five (5%) of the amount of each Application for Payment for the total of all Work completed to date will be held until final completion and acceptance of the Work covered in the Contract Documents. No progress payment shall be construed to be acceptance of any portion of the Work under contract. fu addition to all other payment provisions set out in this contract, the Engineer may require the Contractor to produce for the Owner, within fifteen days of the approval of any progress payment, evidence and/or payment affidavit that all subcontractors and suppliers have been paid any sum or sums then due. A failure on the part of the contractor to provide the report as required herein shall result in further progress or partial payments being withheld until the report is provided. 14.2 CONTRACTOR'S WARRANTY OF TITLE Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment, free and clear of liens. No materials or supplies for the Work shall be purchased by Contractor or Subcontractor subject to any chattel mortgage or under a conditional sale contact or other agreement by which an interest is retained by the seller. Contractor warrants that he has good title to all materials and supplies used by him in the Work, free from all liens, claims or encumbrances. Contractor shall indemnify and save Owner harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and furnisher's of machinery and parts thereof, equipment, power tools, and all supplies incurred in the furtherance of the performance of this Contract. Contractor shall at Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived. If Contractor fails to do so, then Owner may, after having served written notice on said Contractor either pay unpaid bills, of which Owner has written notice, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged; whereupon payment to Contractor shall be resumed in accordance with the terms of this Contract, but in no event shall the provisions of this sentence be construed to impose any obligations upon Owner to the Contractor or the Surety. fu paying any unpaid bills of the Contractor, Owner shall be deemed the agent of Contractor and any payment so made by Owner shall be considered as payment made under the Contract by Owner to Contractor, and Owner shall not be liable to Contractor for any such payment made in good faith. 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS ., ! Engineer will within twenty days after receipt of each Application for payment, either indicate a recommendation of payment and present Application to Owner, or return the Application to L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 37 4/28/06 BEACH WALK . . PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS Contractor indicating Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. Engineer may refuse to recommend the whole or any part of any payment to the Owner. Engineer may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or test, nullify any such payment previously recommended, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: (i) the Work is defective, or completed Work has been damaged requiring correction or replacement, (ii) the Contract Price has been reduced by amendment or Change Order, (iii) Owner has been required to correct defective Work or complete Work, or (iv) Engineer has actual knowledge of the occurrence of any of the events enumerated in the article on Suspension of Work and Termination. . Owner may refuse to make payment of the full amount recommended by the Engineer because: (i) claims have been made against Owner on account of Contractor's performance or furnishing of the Work, (ii) Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to Owner to secure the satisfaction and discharge of such Liens, (iii) there are other items entitling Owner to a set-off against the amount recommended, or (iv) Owner has actual knowledge of any of the events described in this paragraph. The Owner shall give Contractor immediate notice of refusal to pay with a copy to the Engineer, stating the reasons for such actions, and the Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor corrects to Owner's satisfaction the reasons for such action. 14.4 PARTIAL UTiliZATION Use by Owner at Owner's option of any substantially completed part of the Work which (i) has specifically been identified in the Contract Documents, or (ii) Owner, Engineer and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, may be accomplished prior to Final Completion of all the Work subject to the following: . Owner at any time may request Contractor in writing to permit Owner to use any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefore. If Engineer considers that part of the Work to be substantially complete, the provisions of the articles for Substantial Completion and Partial Utilization will apply with respect to L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 38 4/28/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.5 FINAL INSPECTION Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.6 FINAL APPLICATION FOR PAYMENT After Contractor has completed all such corrections to the satisfaction of Engineer and has delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance requ!red by the paragraph for. Bonds and Insurance, certificates of inspection, marked-up record documents as may be required in the Contract Documents and other documents, Contractor may make application for fmal payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (1) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by paragraph for Bonds and Insurance, (ii) consent of the surety, if any or if necessary, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to Owner) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness connected with the Work for which Owner or Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a Bond or other collateral satisfactory to Owner to indemnify Owner against any Lie~. Prior to application for fmal payment, Contractor shall clean and remove from the premises all surplus and discarded materials, rubbish, and temporary structures, and shall restore in an acceptable manner all property, both public and private, which has been damaged during the prosecution of the Work, and shall leave the Work in a neat and presentable condition. 14.7 FINAL PAYMENT AND ACCEPTANCE If through no fault of Contractor, final completion of the Work is significantly delayed and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for payment and recommendation of Engineer, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech specs\CONTRACT DOCUMENTS-SEC IV.doc 39 4/28/06 . BEACHWALK . PHASES 2.3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph for Bonds and Insurance, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that such payment shall not constitute a waiver of claims. If on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will indicate in writing his recommendation of payment and present the Application to Owner for payment. Thereupon Engineer will give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of this article. Otherwise, Engineer will return the Application to Contractor, indicating in writing the reasons fOf'refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance, Owner shall, within sixty-five days after receipt thereof pay contractor- the amount recommended by Engineer. . 14.8 WAIVER OF CLAIMS . The making and acceptance of final payment will constitute: a waiver of all claims by Owner against Contractor, except claims arising from unsettled Liens, from defective Work appearing after final inspection, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and a waiver of all claims by Contractor against Owner other than those previously made in writing and still unsettled. 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER MAY SUSPEND THE WORK At any time and without cause, Engineer may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to Contractor, which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes an approved claim therefore as provided in the articles for Change of Contract Price and Change of Contract Time. L:\COMMON\Clearwaler\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 40 4/28/06 . . . \ " BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS 15.2 OWNER MAY TERMINATE Upon the occurrence of anyone or more of the following events; if Contractor persistently fails to perform the work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule as adjusted from time to time); if Contractor disregards Laws and Regulations of any public body having jurisdiction; if Contractor disregards the authority of Engineer; if Contractor otherwise violates in any substantial way any provisions of the Contract Documents; or if the Work to be done under this Contract is abandoned, or if this Contract or any part thereof is sublet, without the previous written consent of Owner, or if the Contract or any claim thereunder is assigned by Contractor otherwise than as herein specified, or at any time Engineer certifies in writing to Owner that the rate of progress of the Work or any part thereof is unsatisfactory or that the work or any part thereof is unnecessarily or unreasonably delayed. Owner may, a.fter giving Contractor (and the surety, if any), seven days' written notice and, to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the site and take possession of the Work and of all Contractor's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which Owner has paid Contractor but which are stored elsewhere, and finish the Work as Owner may deem expedient. In such case Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by Owner arising out of or resulting from completing the Work such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and when so approved by Engineer incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph Owner shall not be required to obtain the lowest price for the Work performed. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. Upon seven days' written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, elect to terminate the Agreement. In such case, Contractor shall be paid (without duplication of any items): L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc ' 41 4/28/06 ~\ . _. ! . " . BEACH WALK ' PHASES 2. 3 & 4 CONTRACT # SECTION IV - GENERAL CONDITIONS for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and for reasonable expenses directly attributable to termination. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE If, through, no act or fault of Contractor, the Work is suspended for a period of more than ninety days by Owner or under an order of court or other public authority, or Engineer fails to act on any Application for Payment within sixty days after it is submitted or Owner fails for sixty days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days' written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Agreement and recover from Owner payment on the same terms as provided in the article for Owner May Terminate. However, if the Work is suspended under an order of court through no fault of the Owner, the Contractor shall not be entitled to payment except as the Court may direct. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within thirty days after it is submitted, or Owner has failed for thirty days to pay Contractor any sum finally determined to be due, Contractor may upon seven day's written notice to Owner and Engineer stop the Work until payment of all such amounts due Contractor. The provisions of this article are not intended to preclude Contractor from making claim under paragraphs for Change of Contract Price or Change of Contract Time 'or otherwise for expenses or damage directly attributable to Contractor's stopping Work as permitted by this article. 16 DISPUTE RESOLUTION If and to the extent that Owner and Contractor have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure will proceed. If no such agreement on the method and procedure for resolving such disputes has been reached, subject to the provisions of the article for Decisions on Disputes, Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute L:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IV.doc 42 4/28/06 ~p~ '<'l~) . . , . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS 1. CONSTRUCTION PHASING The City has developed a General construction phasing and sequence plan as follows: The General Phasing Plan is divided into four (4) Phases each with a separate Notice to Proceed. Phase I -- Coronado Drive from Ham~~n. Drive to South Gulfview Boulevard Intersection (Station 700+03.87 to 726+30.00) vvitl'rtemporary curb at the landscape bulbs, and 2" of asphalt surface; Hamden Drive from South Gulfview Boulevard to Coronado Drive Intersection (Station 800+00.00 to 804+50.00); South Gulfview Boulevard from Bayway Boulevard to Harnden Drive Intersection (Station 99+50.00 to 106+00.00); and Bayway Boulevard north of South Gulfview Boulevard (Station 558+82.95 to 560+00.00). Including the improvements to the Stonn Sewer System pn Third Street (Station 532+77.36 to 535+22.21) to Harnden Drive, on Fifth Street (S~poil512+78.82 to 515+27.90) to Harnden Drive and north of South Gulfview Boulevard east of Harnden Drive. Phase II -- The northern Portion of South Gulfview Boulevard to the intersection of Coronado Drive (Station 1122+90.00 to 1136+31.66, and 2135+00.00 to 2137+92.15); Second_Street from South Gulfview Boulevard to Coronado Drive (Station 550+00.00 to 553+56.00); the Promenade from South of Third Street to the Pier 60 Parking Lot (18' Lt, Station 124+00.00 to 130+85.00 then through Station 1131+97.00 to 38 feet Lt then follows the trails to Station 334+50.00, 54' Lt). Including the improvements to the Pier 60 Parking Lot. Phase III -- The Southern Portion of South Gulfview Boulevard from the beginning of the realignment to the start of Phase II, (Station 1111_20.00 to 1122+90.00); the Promenade from the beginning to the start of Phase II (Station 113+35.57 to 124+00.00); Fifth Street from New South Gulfview Boulevard to Coronado Drive (Station 509+35.60 to 512+78.82). Including the improvements to the South Beach Parking Lot. Phase IV -- Reshape the dunes and Clean-up the Beach Frontage, and access points with final Landscaping; replace the temporary curbs on Coronado Drive with the designed landscape bulbs, and landscape and irrigate the bulbs. Place the final 1 " lift of Asphalt surface, and Sign and Mark the Pavement for the Design Markings. This phase also includes the extension pf the stonn sewer system on Third Street and Fifth Street to the Harbor. The Contractor shall provide written concurrence with the Proposed Phasing Plan, at the time of Bidding. The Phasing of construction details that will impact the changing of traffic, Pedestrian movement, access to the beach or alternate sequencing of the listed sequences of the Proposed Phasing Plan shall be provided to the City for approval before work begins in the effected area. Payment for this work shall be included in the lump sum price for Mobilization. The completion durations of each phase is covered in Item 40 of the Technical Specifications. L:\COMMON\Clearwater\Beach Wal~ Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc A 1""0 In, ,., " \ . .. \ . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS 2. PROJECT SIGNS In accordance with Article SO of the Technical Specifications, the Contractor shall furnish all material, equipment and labor to erect two project signs one at the north end of the project, and the other at the south end of the project. The signs shall be made out ofMDO sign grade material W' thick, which shall be made to last the duration of the project. Weathered signs as noted by the City will be replaced at no cost to the City. The sign shall be erected at the location approved by the City, and have the dimensions and surface text as shown on the Exhibit No. I at the end of this section. Installation shall be with in the first two week of the notice to proceed. The cost of materials, equipment, and labor to erect the Project Signs shall be paid for as part of the lump sum price for Project Signs of the Contract Proposal. 3. CONTROLLING ACCESS TO THE SITE The Contractor is required to construct a fence around the work area during construction in Phases IT and m. The fencing shall be a chain link fence with a fabric covering to reduce the blowing dust and sand. Exhibit No.2 at the end of this section is an example of one -fence panel. The fabric covering shall be painted with a beach logo and the words Beach Wa1k over its full height. The logo and text shall be keeping with the Beach Wa1k theme, and be approved by the City. The logo and text shall be a repeated cycle of the images for the full length of fence. The outside of the fence panels facing the public areas will be used by the City of display artwork or other information posters that will add to the aesthetics of the perimeter fence. The posters or artwork shall be capable of letting the wind loads pass through the medium without damage to the fence. The Contractor shall maintain the fence in good condition throughout the duration of the Phase of the project being constructed. The City, prior to installation, must approve location of the fence. Payment for this work shall be at the Contract unit price per lineal foot of Project Control Fence. 4. PUBLIC ACCESS TO BEACH The Contractor shall PROVIDE A Pedestrian Public Beach Access Plan to the City.for approval prior to beginning work and at each time the access route(s) change. The pedestrian access to the beach through, adjacent to or around the construction site as approved by the City shall be a minimum of 10 feet clear width for emergency vehicles should they be required, and the sides of the access shall be Chain Link Fence with Fabric covering to reduce the blowing dust. Typical section of fencing is shown on Exhibit No.2 at the end of this section. The surface of the access shall be a smooth dust-free surface. The Contractor throughout the duration of the project shall maintain the pedestrian access. Changes in the plan during construction shall be provided to the City for approval before work begins in the affected area. Payment for this work shall be included in the lump sum price for Maintenance of Traffic except for the fencing which shall be included in the contract unit price per lineal foot of Project Control Fence. 2 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS 5. SPECIAL EVENTS AT THE BEACH The Project site is adjacent to one of the most popular locations of major events throughout the year. The Contractor will be working through these events and will need to maintain access through the work place for these events. Some of these events are over several days, and others are events that happen over a long period of time, a month or more. The Contractor is to coordinate their work efforts and access closures with the City prior to, during and following the special events. The major event is the college and high school spring breaks that mostly occur during March of each year. The access to the beach and other facilities adjacent to the project are to be kept open and coordinated with the City through the City representative. 6. CONTROLLING ACCESS TO THE SITE Any street closure or detour of traffic in the area of construction shall be approved by the City prior to the closure or detour. Payment for this work shall be included in the lump sum price for Maintenance of Traffic under which phase it would occur. 7. TIMELINESS OF CITY APPROVALS The Contractor shall submit all requests for City approval to the City Representative at least 3 days prior to performing the work. The City shall inform the Contractor within 24 hours if more review time is needed to approve more complex requests. The time required by the City to approve a request odes not change the time of completion of the project. 8. PROJECT OFFICE AND SITE The Contractor shall identify a location within two miles of the working area that is suitable for the use by the General Contractor, Subcontractors, and the City. Parking shall be sufficient to accommodate all parties. All equipment shall become the property of the City at the end of the project. The location shall be approved by the City. 8.1 CONTRACTOR'S FIELD OFFICE: Provide and maintain temporary offices for the project. A sign identifying the Contractor and listing emergency telephone number(s) shall be posted at the Contractor's field office. 8.2 OWNER/ENGINEER'S OFFICE: , Weather-tight, with lighting, electrical outlets, heating, cooling, and ventilation equipment, and equipped with furniture. Provide, in addition, space for a receptionist and space for of Project meetings, with table and chairs to accommodate 12 people. Provide four private City offices within the Contractor's office compound equipped and furnished. 3 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc BEACH WALK . PHASES 2. 3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS 8.2.1 The Contractor shall provide and maintain, from the start of construction to the date of final certificate, a separate temporary field office within the contractor's compound for the Owner/Engineer and field inspectors. The temporary offices shall be located at a location acceptable to the Engineer and Owner. 8.2.2 All costs of the temporary offices, complete as hereinafter provided including cost of heat, air conditioning, lighting and utilities shall be paid by the Contractor and included in the Contract Lump Sum price for OWNER/ENGINEER'S FIELD OFFICE. 8.2.3 The temporary field office shall be new or remodeled and be (minimum) 1,450 square feet, each of four offices shall be 12 x 12 feet wide, and each shall be complete with the following items of equipment and furniture: 8.2.3.1 8.2.3.2 8.2.3.3 . 8.2.3.4 8.2.3.5 8.2.3.6 8.2.3.7 8.2.3.8 One desk for each office, steel with lock (36 in. by 60 in.), and chair for each desk. One desk shall have an end return suitable to computer storage. One drafting table (36 in. by 60 in.), and stool. One vertical drawing file. Four legal size, four drawer filing cabinets with locks and keys, each equipped with hanging folder system and 200 hanging folders. Two of the cabinets shall be fireproof. One copy machine capable of reproducing 8 1/2 by II-inch and 11 by 17 -inch sheets. Copy machine shall have collating and automatic feed function, and be capable of copying 40 sheets per minute. Provide and pay for service, repair, and maintenance on this equipment for the life of the project. At the end of the project will become the property of the City. One 18 by 26 by 72-inch high freestanding bookshelf/storage unit containing a minimum of 6 adjustable shelves. One battery operated, quartz regulated, wall clock, minimum of 12- inch diameter. Four wastebaskets, minimum of 6.5-gallon capacity. . 8.2.3.9 Two 3 by 4-foot dry eraser boards with 4 different colored markers and eraser. 8.2.3.10 Four sets of heavy duty, two-piece, rain gear and rubber boots. 4 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS 8.2.4 Furnish and pay for equipment and unlimited service of telephones required in this Section, a telephone answering machine, and a plain paper facsimile machine. 8.2.5 Daily maintenance (including supply of toiletries) andjanitorial service shall be provided by the Contractor. The temporary office shall be complete with approved sanitary facilities 8.2.6 The temporary office shall present a neat business-like appearance and shall be of substantial construction, all satisfactory to the Engineer. Mobile type office will be acceptable. The offices shall be identified by suitable signs, approved by the Engineer. 8.2.7 Office shall be provided with at least 6 parking spaces. 8.2.8 One digital camera of the type made by Kodak, Model No. DX6490 or approved equal. 8.3 WORKING DRAWINGS Submit working drawings showing the proposed location and size of all offices (Owner/Engineer's and Contractor's), shops, storage areas, security fencing, stationary equipment, and similar facilities fifteen (15) days after notice to proceed. 8.4 COMPUTER The Contractor shall provide and the City shall approve: 8.4.1 Two Dell Precision Desktop 370 personal computers with mini-tower type cases, dual Intel Pentium IV, 2GHz processors. 8.4.2 8.4.3 8.4.4 8.4.5 8.4.6 8.4.7 8.4.8 8.4.9 8.4.10 8.4.11 128 Megabytes ofPC700 RDRAM. (2) 20 Gigabyte ATA-661100 IDE (7200 rpm) hard drive. 3.5" - 1.44 MB floppy drive. IDE CD-RW drive. 20/40 IDE DCROM drive. Sound blaster Live 512V card, Harmonlkardon speakers and microphone. V90 56K internal voice-fax-modem. nVIDIA GeForce 2 GTS Graphics card with 32 MD video RAM. 17" Dell (17.0 vis) 1701FP Flat Panel Monitor and Mouse pointing device. 5 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc "~'\ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS 8.4.12 Two 17 ppm Hewlett Packard LaserJet 4050N network-ready printers with Ethernet cables. 8.4.13 (1) One external 40 GB tape drive back-up system with software and three (3) 40 GB data tapes. 8.4.14 (2) Two internal Ethernet LAN adapter cards suitable for use with both RJ- 45 10BaseT and BNC thin COAX connectors. 8.4.15 (1) One 8 port lOBase-T Ethernet managed switching hub, (4) four 50' RJ- 45 cables and (1) one 300' RJ-45 cable. 8.4.16 Furnish Microsoft Windows 2000 Pro. 8.4.17 Microsoft Office Professional for Win2000. All software and equipment shall be the latest version and supplied with users manuals. A three year on-site parts and labor warranty on the computer and accessories shall be provided. The personal computers shall include 24 hours per day, 7 days per week on-site support from Dell. Following the warranty period, the contractor shall provide and pay for service, repair and maintenance on this equipment for the life of the project. All hardware and software supplied shall be new, in original packaging, latest version. At the end of the project, the computer hardware, software, and peripherals shall become the property of the Owner. 8.5 TELEPHONE SERVICE The Contractor, in addition to the standard wire phone system at each desk with message handling, to include: hold, transfer, conference calling, and hands-free mute; shall also furnish to the City staff four (4) cell phones for use by the City on the project. The cell phones shall be capable of a video clip and photo image that can be transferred to the above computer system. 8.6 MOCKUP AREA As part of the Project Office or at another location, the Contractor shall prepare a protected site where mock-ups of the specified hardscape features can be provided for viewing and comparison to be constructed hardscape features. 8.7 PAYMENT FOR FIELD OFFICES SETUPS Payment for the establishment of a Project Office and Owner/Engineer's field office shall be included in the lump sum price for OWNERlENGINEER'S FIELD OFFICE. 6 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS 9. ON-SITE STAGING AREA An on-site staging area will only be allowed for storing of supplies and materials for a specific portion of the project and must be outside of the current working area. The City shall approve use of all On-Site Staging areas. The location of the on-site staging area may be relocated throughout the duration of the project. Payment for relocation of the On-Site Staging areas shall be included in the lump sum price for Mobilization. 10. OFF-SITE STAGING AREA The Clearwater Beach area is a prime tourist area and the parking in the area is a premium. Therefore, the Contractor's worker employee parking for the General Contractor and all subcontractors shall be off the barrier island, and the General Contractor shall arrange for shuttle services to the Island. The City shall approve locations of the Off-Site Staging Area before it is erected. Payment for this work shall be included in the lump sum price for Mobilization. 11. COOPERATION WITH DEVELOPERS CONTRACTORS The General Contractor and their subcontractors shall work with the City who will coordinate the work of the developers' Contractors with the work done by the City Contractors in areas of adjacent work. Joint Developer Contractor and City Contractor meetings will be held weekly during construction in areas adjacent to each project. The General Contractor shall notify the City fourteen days in advance of when they will be working within the area of adjacent development. Payment for this coordination work shall be included in the lump sum price for Mobilization. 12. OWNERSHIP OF MilliNG MATERIAL The contract documents call for the milling program to be on Fifth Street (Station. 510+20 to 513+24). Depending on the availability of the City to use the recycled material, there are two pay items. One is for the payment to the Contractor for giving up ownership of the milling material by hauling the material to the City Public Works recycle yard near the Executive Airpark. Payment for this work shall be at the contract unit price for Milling Surface Type B- City owned Material. For that portion of the millings that are rejected by the City at no just cause the material is the Contractors, and shall be properly disposed of. Payment for this work shall be at the contract unit price for Milling Surface Type B-Contractor owned Material. 13. lOCAL BUSINESS ACCESS AND SIGNS The Contractor shall provide access to the local adjacent businesses by leaving existing driveways, or other means of access, open to those businesses during construction of this Project. Temporary portable signs stating the business name shall be posted within the construction area. The number of signs and the names of the businesses will be provided by the City. The sign text and make-up shall be standard FOOT Index 17355, Special Signs Detab FTP 59. The 7 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc 4/28/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS number of signs is noted in the bid item. Payment for this work shall be in accordance with the contract unit price each for Business Identity Signs. 14. WAYFINDING SIGNAGE The Contractor shall provide wayfinding signage to give the general public direction through the construction area. Fixed directional signs shall be install at the location designated by the City to give direction to destinations of Sand Key, South Beach Pavilion, Pier 60 Parking, South Beach Retail, South Beach Parking, North Beach, Police Sub-Station, and Causeway/Mainland. The City will provide the number of each sign. The sign text and make-up shall be as noted on Exhibit No. 3 at the end of this section. The total number of signs is noted in the bid item. Payment for this work shall be in accordance with the contract unit price each for Wayfinding Signage. 15. COORDINATION WITH CITY STAFF During the execution of the project, the City will inspect, and be represented through a hired consultant who will perform the Construction Engineering Services throughout the duration of the project. All communication with the City will be though this consultant. The name of the consultant will be provided to the contractor at the pre-construction conference. Contact information and general coordination between the City and the Contractor will be discussed at that time. 16. CONTRACTOR LOGISTIC PLAN The Contractor shall provide the City with a logistics plan at the pre-construction conference. The logistics plan should contain the details of the Project Office Locations, Beach Access, 00- Site and Off-Site Staging Areas, and Staff parking location and transportation of staff to and from the job site. The details of the logistic plan should cover these elements of construction throughout the duration of the project. Payment for this work shall be included in the lump sum price per phase for Mobilization for that particular Phase of construction. 17. EMERGENCY ACCESS The Contractor shall provide for a stable access through the construction site for the movement of the City emergency vehicles in case emergency access is required any time during the construction of the project. The City shall approve the emergency route. Payment for this work shall be included in the lump sum price per phase for Mobilization for that particular Phase of construction. 8 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc 4/28/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS \" i . 18. HURRICANE EVACUATION The Contractor shall cooperate with the local hurricane preparedness office in providing securing or removing hazardous equipment of supplies that could become airborne during a hurricane. The contractor shall assist the hurricane preparedness office in the evacuation process, by improving the routes that maybe through the project. The Contractor shall provide the City with the following: A. Within 10 days of the date of Notice to Proceed, the CONTRACTOR shall submit to the CITY a Storm Preparedness Plan. The plan should outline the necessary measures which the CONTRACTOR proposes to perform at no additional cost to the City in case of a storm warning. B. In the event of inclement weather, or whenever CITY shall direct; CONTRACTOR shall, and shall cause subcontractors to carefully protect the Work and materials against damage or injury from the weather. If, in the opinion of CITY, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the CONTRACTOR or subcontractors to protect the Work, such Work and materials shall be removed and replaced at the expense of CONTRACTOR. . 19. ACCESSIBLE FIRE HYDRANTS During the duration of the Project the contractor shall maintain acceptable access to all the existing and proposed fire hydrants within the Project. Payment for this work shall be included in the contract unit price for Mobilization by Phase. . 9 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc . I . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS EXHIBIT NO.1 PROJECT SIGN Example W ATE PHASE ONE CONTRACT # A CITY OF CLEARWATER PuBLIC WORKS DEPARTMENT PROJECT CONTRACTOR: CONTRACfOR. (SSS) SSS-SSSS CONSTRUCTION MANAGER: PERRY LOPEZ, (727) 462-6126 SCHEDULED COMPLETION DATE: JUNE 2006 : Cleanvater fUNDING PRoVIDED BY: fUNDING AGENCIES !:~ 1IIMat'V: IUIIAID. MA1aI..ID.LJQNJaH. 'YK:HIA1lo&.JWfHDoMN. ~~ u~ HGl!T 1fAMII:IoH. ~1tMIMIIa. CAllUNA. ~oau.-n........ The fmal sign configuration will be provided during the Pre-Construction Conference. 10 L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc -:~ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS EXHIBIT NO.2 1 PERIMETER FENCING 1.1 TYPICAL FENCE PANEL 11 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC V.doc --. TensIon TensIon \/1 SaMples of the geotextlle fab.rlc shall be provIded to the cIty for select-Ion. The fo.brlc shojI be In 6'-0' size wIdth o.nd cllppeol to the perIMeter o.nol project fences. -.-:.-<. ,"'. . . , '. .,~. :- 10' Mo.x. 10' Max. Ties @ ~T~ LINE POST . o I M u ~~ PULL POST LINE POST . . ........ ...... .... . . -.................................. ..... ......... .............. ... .... ..................................... ............. ....... ri~!i;.~II..,!,!!!!lj~~i Iii ~mr~!II~II.I~!.[.::;. ~ ~~.~.~.w~(i{l:....~. ~~..~.~J;;'J.iJ$i,~m~. ;::::::::;;;::: ::: ::::: :::::::::::; :::::::::: ::: ::::::::;::: :::: ::: :::; :::::::::::::::::::::::::::::::::::::::::i:::::::::::::::::::.. .:.... ..... ... ..:::::::: Geotextlle Fabric with words 'Beo.ch \/0.11<' o.nd Logo pr-epo.recl on o.ll fo.brlc. 8 CITY OF CLEARwATlm, F1DRlDA PUBUC WORKs ADMINISTRATION . ENGIHB&lUNG 100 iI. llyrUe Aft. Cl.e........,., J'l 33758 FENCE TYPE 8 ~:::--"''''':7.':-~:.'-:;~::~:-~;"\,~,.,~~.,~,:,-~~:-:"",..,,,,._~.,,,..-.._--.................___A__.~.. ...........0'':'" Concrete Bo.se Crowneol I' Above Grounol At AU Posts (TypICo.l> T SaMple printed fo.brlc shall be approveol by the city. 6.0' -L _ .Rl-21-~ IilWlIDNs. oIClIl NO. __ -~ 0!SGIm >!L- CIU:KlO ~ oc -"l(: 1__- ..--- . . SHEf] , III . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION V - SPECIAL CONDITIONS ExmBIT NO.3 WAYFINDINGSIGNING EXAMPLE The name of the description will be inserted where the example name of "Sand Key" is noted above. The list of wayfinding names will be provided to the contractor by the City at the Pre- Construction conference. 12 L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe V.doc /""~ <A. BEACH WALK PHASES 2, 3 4 CONTRACT # SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS PROJECT SPECIFICATIONS CHECK LIST This Article designates the specifications which are to be applied to the construction, measurement and payment basis for each item of work in the roadway, drainage, utility relocation, hardscape, landscape, irrigation, signalization and traffic signs and marking portions of the project. Circumstances not addressed in a specification or where indicated as "industry standardw the work is to be accomplished in accordance with the standards incorporated in local construction practice at the level generally recognized as fully acceptable, and/or as the engineer may direct. 1000 ADMINIST ATIVE 1002 MOBILIZATION PHASE \I FOOT SPECS. SEC. 101 1003 MOBILIZATION PHASE \II FOOT SPECS. SEC. 101 1004 MOBILIZATION PHASE IV FOOT SPECS. SEC. 101 1006 LAYOUT PHASE \I CLEARWATER SPECS. ART. 2 1007 LAYOUT PHASE \II CLEARWATER SPECS. ART. 2 . 1008 LAYOUT PHASE IV CLEARWATER SPECS. ART. 2 1010 MATERIAL TESTING PHASE \I FOOT SPECS. SEC. 6 1011 MATERIAL TESTING PHASE \II FOOT SPECS. SEC. 6 1012 MATERIAL TESTING PHASE IV FOOT SPECS. SEC. 6 1015 MAINTENANCE OF TRAFFIC PHASE \I CLEARWATER SPECS. ART. 44 1016 MAINTENANCE OF TRAFFIC PHASE \II CLEARWATER SPECS. ART. 44 1017 MAINTENANCE OF TRAFFIC PHASE IV CLEARWATER SPECS. ART. 44 1018 CONTRACTOR/CITY OFFICE SPACE SPECIAL CONDITIONS ART 8 1019 PROJECT SIGNS CLEARWATER SPECS. ART. 50 2000 DEMOLITION 2001 EROSION CONTROL MANAGEMENT CLEARWATER SPECS. ART. 38 ~ DUST CO~JTROl (CONTINGeNCY) CLi/\R'.\IATeR SPeCS. /\RT. 38 2003 DUST CONTROL-WATER (CONTINGENCY) CLEARWATER SPECS. ART. 38 2004 BALED HAY OR STRAW (CONTINGENCY) CLEARWATER SPECS. ART. 38 2006 INSTALL SILT FENCE PROJECT SPECIFICATION ART B-35 2007 SPECIAL EXCAVATION < 1.0 FT PROJECT SPECIFICATION ART B-2 2008 SPECIAL EXCAVATION> 1.0 FT PROJECT SPECIFICATION ART B-2 2009 REMOVE ASPHALT PAVEMENT INDUSTRY STANDARD 2010 STANDARD MILLING TYPE B - CITY CLEARWATER SPECS. ART. 55 2011 STANDARD MILLING TYPE B - CONTRACTOR CLEARWATER SPECS. ART. 55 2013 REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS PROJECT SPECIFICATION ART B-4 2014 REMOVE CONCRETE PAVEMENT 6w INDUSTRY STANDARD 2015 REMOVE ASPHALT PARKING STRIP INDUSTRY STANDARD ICOMMON\Clearwater\Beach Walk Const Docs Ph 2-4IContr Docs-Tech Specsl P 1 f 12 )NTRACT DOCUMENT5-SEC III BID SUMMARY.xls age 0 9/20/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # : (,O'::':.''"':'t . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 2016 REMOVE EXISTING 2' CURB INDUSTRY STANDARD 2017 REMOVE EXISTING 0.5' CURB INDUSTRY STANDARD 2018 REMOVE SIDEWALK-4" INDUSTRY STANDARD 2019 ROUGH GRADING PROJECT SPECIFICATION ART B-3 2020 REMOVE EXISTING MANHOLE TYPE 1 & FILL PROJECT SPECIFICATION ART B-1 2022 REMOVE EXISITING INLET TYPE 1 & FILL PROJECT SPECIFICATION ART B-1 2023 REMOVE EXISITING INLET TYPE 2 RECONSTRUCT PROJECT SPECIFICATION ART B-1 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT REPLACED PROJECT SPECIFICATION ART B-1 2025 REMOVE EXISTING STORM SEWER <18" TYPE 2 REPLACED PROJECT SPECIFICATION ART B-1 2026 REMOVE EXISTING STORM SEWER >18" TYPE 1 NOT REPLACED PROJECT SPECIFICATION ART B-1 " 2027 REMOVE EXISTING STORM SEWER >18" . TYPE 2 REPLACED PROJECT SPECIFICATION ART B-1 2030 BRICK AND MORTAR PLUG -15" INDUSTRY STANDARD 2033 REMOVE EXISTING SHOWER AND WATER SERVICE PROJECT SPECIFICATION ART B-5 2034 REMOVE LANDSCAPING TREES 4" TO 12" PROJECT SPECIFICATION ART B-9 2035 REMOVE LANDSCAPING TREES> 12" PROJECT SPECIFICATION ART B-9 2036 REMOVE REGULATORY SIGNS PROJECT SPECIFICATION ART B-7 2037 DISPOSAL PROJECT SPECIFICATION ART B-6 2038 REMOVE EXISTING STREET LIGHTS AND DELIVER TO CITY PROJECT SPECIFICATION ART B-6 2039 REMOVE EXISTING PARKING METERS PROJECT SPECIFICATION ART B-10 2040 RE~OVE, STORE, AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2041 REMOVE, STORE, AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2042 REMOVE, STORE, AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 PARKING LOT PROJECT SPECIFICATION ART B-11 2044 REMOVE AND DELIVER AUTOMATIC GATE PROJECT SPECIFICATION ART B-12 2045 REMOVE AND DELIVER TICKET BOOTH PROJECT SPECIFICATION ART B-12 2046 . REMOVE AND DELIVER TICKET DISPENSER PROJECT SPECIFICATION ART B-12 2047 REMOVE CANOPY PROJECT SPECIFICATION ART B-12 L:ICOMMONIClearwaler\Beach Walk Consl Docs Ph 2-4\Contr Docs-Tech Specs\ P 2 f 12 CONTRACT DOCUMENTS-SEC III BID SUMMARY.xls age 0 9/20/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # i SECTION VI PROJECT SPECIFICATIONS . BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 2048 REMOVE EXISTING DRINKING FOUNTAIN PROJECT SPECIFICATION ART B-5 2049 REMOVE EXISTING METAL BENCH PROJECT SPECIFICATION ART B-5 3000 DRAINAGE 3001 INSTALL STORM MANHOLE 4' DIA CLEARWATER SPECS. ART. 33 3002 INSTALL STORM MANHOLE 6' DIA CLEARWATER SPECS. ART. 33 3003 INSTALL STORM INLET FDOT TYPE 3 MODIFIED CLEARWATER SPECS. ART. 33 3004 INSTALL STORM INLET FDOT TYPE 3 MODIFIED - 6' DIA CLEARWATER SPECS. ART. 33 3005 INSTALL STORM INLET FDOT TYPE 3 (SUMP) PRECAST CLEARWATER SPECS. ART. 33 3006 INSTALL STORM INLET FDOT TYPE 3 (SUMP) CAST-IN-PLACE CLEARWATER SPECS. ART. 33 3007 INSTALL STORM INLET FDOT TYPE 3 (SUMP) SPECIAL CLEARWATER SPECS. ART. 33 . 3008 INSTALL STORM INLET FDOT TYPE 4 MODIFIED CLEARWATER SPECS. ART. 33 3009 INSTALL STORM INLET FDOT TYPE 4 (SUMP) PRECAST CLEARWATER SPECS. ART. 33 3010 INSTALL STORM INLET FDOT TYPE 4 (SUMP) CAST-IN-PLACE CLEARWATER SPECS. ART. 33 3011 INSTALL STORM INLET FDOT TYPE 5 CLEARWATER SPECS. ART. 33 3012 INSTALL STORM INLET FDOT TYPE 10 WI CAST IRON GRATE CLEARWATER SPECS. ART. 33 3013 INSTALL STORM INLET FDOT TYPE 9 WI SPECIAL CAST IRON GRATE CLEARWATER SPECS. ART. 33 3014 INSTALL STORM INLET FDOT TYPE 10 WI SPECIAL CAST IRON GRATE CLEARWATER SPECS. ART. 33 3015 INSTALL DITCH BOTTOM INLET TYPE A (SUMP) PRECAST CLEARWATER SPECS. ART. 33 3016 INSTALL YARD DRAIN TYPE 1 PROJECT SPECIFICATION ART B-14 3017 CONFLICT STORM MANHOLE 4' DIA FDOT INDEX NO. 201 3025 DEWATER STORM SEWER TRENCH CLEARWATER SPECS. ART. 12 3026 STORM TRENCH PAVEMENT REPLACEMENT CLEARWATER SPECS ART 10 3027 CLEANOUT ON ROOF DRAIN PROJECT SPECIFICATION ART B-16 3028 RECONNECT ROOF DRAINS PROJECT SPECIFICATION ART B-16 3032 INSTALL STORM SEWER 128 PVC PROJECT SPECIFICATION ART B-17 3033 INSTALL STORM SEWER 148 DIP PROJECT SPECIFICATION ART B-17 . 3034 INSTALL STORM SEWER 168 DIP PROJECT SPECIFICATION ART B-17 3035 INSTALL STORM SEWER 158 RCP CLEARWATER SPECS. ART. 19 L:ICOMMONIClearwalerlBeach Walk Const Docs Ph 2-4\Conlr Docs- Tech Specsl P 3 f 12 9/20/2006 CONTRACT DOCUMENTS-SEC III BID SUMMARY.xls age 0 BEACH WALK PHASES 2, 3 4 CONTRACT # >, . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 3036 INSTALL STORM SEWER 18" RCP CLEARWATER SPECS. ART. 19 3037 INSTALL STORM SEWER 24" RCP CLEARWATER SPECS. ART. 19 3038 INSTALL STORM SEWER 30" RCP CLEARWATER SPECS. ART. 19 3039 INSTALL STORM SEWER 24" X 38" ERCP CLEARWATER SPECS. ART. 19 3040 INSTALL STORM SEWER 36" RCP CLEARWATER SPECS. ART. 19 3044 CONNECT TO EXISTING STORM INDUSTRY STANDARD 3049 STORM SEWER PIPE BEDDING NO. 57 STONE INDUSTRY STANDARD 3055 BAFFLE BOX - NSBB UNITS CLEARWATER SPECS. ART. 33 4000 PAVING 4001 FINISHED GRADING PROJECT SPECIFICATION ART B-21 4002 OFFSITE BORROW IN PLACE PROJECT SPECIFICATION ART B-34 4003 INSTALL TYPE 1 CURB INDEX 101 CLEARWATER SPECS. ART. 6, 7, 8, 29 4004 INSTALL STRAIGHT CURB INDEX 101 CLEARWATER SPECS. ART. 6, 7, 8,29 4005 INSTALL CONCRETE PIN CURB - 6" CITY . INDEX 101 CLEARWATER SPECS. ART. 6, 7, 8, 29 4006 INSTALL 2' CONCRETE VALLEY GUTTER CLEARWATER SPECS. ART. 6, 7, 8, 29 4007 CONNECT TO EXISTING CURB CLEARWATER SPECS. ART. 6, 7, 8, 29 4008 4' BARRIER MEDIAN PROJECT SPECIFICATION ART B-22 4009 4" CONCRETE ISLAND PROJECT SPECIFICATION ART B-22 4010 PARKING LOT ASP HAL T SEALER INDUSTRY STANDARD 4011 SURFACE COURSE - 1" PROJECT SPECIFICATION ART B-36 4012 SURFACE COURSE - 2" PROJECT SPECIFICATION ART B-36 4013 SURFACE COURSE - 3" PROJECT SPECIFICATION ART B-36 4014 INSTALL BASE COURSE - 6" CLEARWATER SPECS. ART. 22 4015 INSTALL BASE COURSE - 10" CLEARWATER SPECS. ART. 22 4016 PREPARE SUBGRADE - 12" CLEARWATER SPECS. ART. 22 4017 LEVELING BINDER 110#11"/SY FOOT SPECS. SEC. 330 4018 SURFACE COURSE 5/8" CLEARWATER SPECS. ART. 23 4019 BRICK PAVER BASE INDUSTRY STANDARD 4020 CONCRETE SIDEWALK-4" CLEARWATER SPECS. ART. 10 & 30 4021 WASTE RECEPTICLE PAD BASE PREPARATION INDUSTRY STANDARD 4022 BIKE RACK PAD BASE PREPERATION INDUSTRY STANDARD 4023 CONCRETE DRIVEW A YS-e" CLEARWATER SPECS. ART. 10 & 30 4024 TOP SOIL (IRRIGATION) 4027 SAW CUT FOR CROSSWALK INDUSTRY STANDARD 4028 SUBGRADE PREPARATION UNDER WALL FOOTING CLEARWATER SPECS ART. 22 " , 4029 SUBGRADE PREPARATION UNDER TYPE 6 . BASE CLEARWATER SPECS ART. 22 L:ICOMMONIClearwater\Beach Walk Cons! Docs Ph 2-4\Contr Docs-Tech Specs\ P 4 f 12 9/20/2006 CONTRACT DOCUMENTS-SEC III BID SUMMARY.xIs age 0 BEACH WALK PHASES 2, 3 4 CONTRACT # ,~/-:-:>-----:..\\. . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 4030 SUBGRADE PREPARATION UNDER TYPE 8 BASE CLEARWATER SPECS ART. 22 4031 SUBGRADE PREPARATION UNDER TYPE10 BASE CLEARWATER SPECS ART. 22 4032 BEACH ACCESS FOOTING CLEARWATER SPECS. ART. 6 4033 PRECAST TREE GRATE SUPPORT INDUSTRY STANDARD 4036 BACKFILL SAND/SEAT WALL TO 30" PROJECT SPECIFICATION ART B-26 4038 SOD TEMPORARY SLOPE CLEARWATER SPECS ART. 31 & 32 4039 TYPE III BARRICADE AND ROAD CLOSED SIGN FOOT SPECS. SEC. 700 4040 TYPE I ROAD TERMINATION SIGN FDOT SPECS. SEC. 700 4041 DOME SURFACE AT ADA CROSSINGS INDUSTRY STANDARD 4042 ADA RAMP ON STANDARD SIDEWALK INDUSTRY STANDARD 4043 TRAFFIC SIGN - "ADA ROUTE KEEP RIGHT" FOOT SPECS. SEC. 700 4044 TRAFFIC SIGN - "ADA ROUTE W/ ARROW" FOOT SPECS. SEC. 700 . 4045 TRAFFIC SIGN - "ADA ROUTE KEEP LEFT" FDOT SPECS. SEC. 700 4046 ADA RAMP FULL WIDTH - 10' BASE PREPARATION PROJECT SPECIFICATION ART B-28 5000 UTILITIES 5001 INSTALL WATERMAIN 2" CLEARWATER SPECS. ART 41 5002 INSTALL WATERMAIN 4" CLEARWATER SPECS. ART 41 5003 INSTALL WATERMAIN 6" CLEARWATER SPECS. ART 41 5004 INSTALL WATERMAIN 8" CLEARWATER SPECS. ART 41 5005 INSTALL W A TERMAIN 12" CLEARWATER SPECS. ART 41 5007 INSTALL RECLAIMEDWATER MAIN 2" CLEARWATER SPECS. ART 41 5008 INSTALL RECLAIMEDWATER MAIN 6" CLEARWATER SPECS. ART 41 5009 INSTALL RECLAIMEDWATER MAIN 12" CLEARWATER SPECS. ART 41 5011 REMOVE AND REPLACE SANITARY - 8" CLEARWATER SPECS. ART 20 5012 REMOVE/REPLACE SANITARY -10"&12" CLEARWATER SPECS. ART 20 5013 INSTALL FIRE HYDRANT ASSEMBLY CLEARWATER SPECS. ART 41 5014 INSTALL WATER VALVE 4" CLEARWATER SPECS. ART 41 5016 INSTALL PLUG VALVE 6" CLEARWATER SPECS. ART 41 5017 INSTALL WATER VALVE 8" CLEARWATER SPECS. ART 41 5018 INSTALL PLUG VALVE 8" CLEARWATER SPECS. ART 41 5019 INSTALL WATER VALVE 12" CLEARWATER SPECS. ART 41 5024 INSTALL RECLAIMEDW A TER VALVE 6" CLEARWATER SPECS. ART 41 5025 INSTALL RECLAIMEDWATER VALVE 12" CLEARWATER SPECS. ART 41 . 5026 CAST IRON FITTINGS CLEARWATER SPECS. ART 41 5027 TAPPING SLEEVE AND VALVE 6" CLEARWATER SPECS. ART 41 L:ICOMMONIClearwale1\Beach Walk Cons! Docs Ph 2-4ICDntr DDCS-Tech Specsl P 5 f 12 CONTRACT DOCUMENTS-SEC III BID SUMMARY,xlS age 0 9/20/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # , . "'>., .. SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 5028 TAPPING SLEEVE AND VALVE 8" CLEARWATER SPECS. ART 41 5031 CONNECT TO EXISTING WATER CLEARWATER SPECS. ART 41 5032 CONNECT TO EXISTING RECLAIMED WATER CLEARWATER SPECS. ART 41 5033 TRAFFIC SIGN-liDO NOT ENTER" (R5-1) PROJECT SPECIFICATION ART B-33 5034 TRAFFIC SIGN-"NO OUTLET" (W14-2) PROJECT SPECIFICATION ART B-33 5035 TRAFFIC SIGN-RCASE 2 - REFLECTORS PROJECT SPECIFICATION ART B-33 5036 REMOVE FIRE HYDRANTS INDUSTRY STANDARD 5038 WAYFINDING SIGNS PROJECT SPECIFICATION ART B- 31 5039 SIGN POST PROJECT SPECIFICATION ART B- 31 5040 PEDESTRIAN CROSSWALK - 6' PROJECT SPECIFICATION ART B- 31 " 5041 " , HANOI-CAP PARKING STRIPE-SINGLE PROJECT SPECIFICATION ART B- 31 , . 5042 SANITARY MANHOLES INDUSTRY STANDARD 5043 IT/ATMS CONDUIT INDUSTRY STANDARD 5044 IT/ATMS PULLBOX INDUSTRY STANDARD 5045 o PROJECT SPECIFICATION ART B- 32 5046 COORDINATION WITH FRANCHISED UTILITIES INDUSTRY STANDARD 6000 SIGNING AND PAVEMENT MARKINGS 6001 THERMOPLASTIC PAVEMENT ARROWS CLEARWATER SPECS. ART 60 6002 THERMOPLASTIC PAVEMENT LETTERS CLEARWATER SPECS. ART 60 6003 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (6'-10' SKIP) CLEARWATER SPECS. ART 60 6004 SKIP TRAFFIC STRIPE 6" YELLOW THERMOPLSTIC (18'-18' SKIP) CLEARWATER SPECS. ART 60 6005 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) CLEARWATER SPECS. ART 60 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC - YELLOW CLEARWATER SPECS. ART 60 6008 SOLID TRAFFIC STRIPE 6" . THERMOPLASTIC - DOUBLE YELLOW CLEARWATER SPECS. ART 60 6009 SOLID TRAFFIC STRIPE 8" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 L:ICOMMONIClearwaler\Beach Walk Canst Docs Ph 2-4\Conlr Docs-Tech Specs\ P 6 f 12 9/20/2006 CONTRACT DOCUMENTS-8EC III BID SUMMARY.xls age 0 BEACH WALK PHASES 2, 3 4 CONTRACT # ."-~", . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS . 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC - WHITE CLEARWATER SPECS. ART 60 6012 REFLECTIVE PAVEMENT MARKER RED/WHITE CLEARWATER SPECS. ART 60 6014 REFLECTIVE PAVEMENT MARKER YELLOW /YELLOW CLEARWATER SPECS. ART 60 6016 TRAFFIC SIGN - "LEFT LANE MUST TURN LEFT" (R3-7L) CLEARWATER SPECS. ART 60 6017 TRAFFIC SIGN - "RIGHT LANE MUST TURN RIGHr' (R3-7R) CLEARWATER SPECS. ART 60 6018 TRAFFIC SIGN - "STOP" (R1-1) CLEARWATER SPECS. ART 60 6019 TRAFFIC SIGN - "SPEED LIMIT 25" (R2-1) CLEARWATER SPECS. ART 60 6021 TRAFFIC SIGN - "STOP HERE ON RED" (R10- 6) CLEARWATER SPECS. ART 60 6022 TRAFFIC SIGN -"CROSSWALK HERE SYMBOL" (W11-2) CLEARWATER SPECS. ART 60 6023 TRAFFIC SIGN - "ARROW SYMBOL" (W1-6) CLEARWATER SPECS. ART 60 6024 TRAFFIC SIGN - "CROSSWALK AHEAD SYMBOL" (W11-3) CLEARWATER SPECS. ART 60 6025 TRAFFIC SIGN - "BEACH DROP OFF AREA" (SPECIAL) CLEARWATER SPECS. ART 60 6026 PARALLEL PARKING STRIPPING CLEARWATER SPECS. ART 60 6027 TRAFFIC ISLAND STRIPE - 18" AT 10' WITH BORDER 6" WHITE CLEARWATER SPECS. ART 60 6028 TRAFFIC SIGN - .NO LEFT TURN. (R3-3L) CLEARWATER SPECS. ART 60 6029 TRAFFIC SIGN - "YIELD. (R1-2) CLEARWATER SPECS. ART 60 6030 TRAFFIC SIGN - .NO PARKING BETWEEN SIGNS" ( CLEARWATER SPECS. ART 60 6031 TRAFFIC SIGN - "NO PARKING LOADING ZONE 15 MIN" CLEARWATER SPECS. ART 60 6032 TRAFFIC SIGN - "NO PARKING FIRE LANE CLEARWATER SPECS. ART 60 6035 TRAFFIC SIGN - "DEAD END. (W14-1) CLEARWATER SPECS. ART 60 6036 TRAFFIC SIGN - "DO NOT ENTER. (R5-1) CLEARWATER SPECS. ART 60 6037 TRAFFIC SIGN - "NO OUTLEr'(W14-2) CLEARWATER SPECS. ART 60 6040 TRAFFIC SIGN - "CASE 2 - REFLECTORS CLEARWATER SPECS. ART 60 6042 STREET IDENTIFICATION SIGNS CLEARWATER SPECS. ART 60 6043 BUSINESS IDENTIFICATION SIGNS FOOT INDEX NO. 17355 6044 WAYFINDlNG SIGNS FOOT INDEX NO. 17355 6045 SIGN POST PROJECT DETAIL SHEET MD-1 6046 PEDESTRIAN CROSS WALK - 6' FOOT INDEX NO. 17355 . L:ICOMMONIClealWlller\Beach Walk Canst Docs Ph 2-4IConlr Docs-Tech Specs\ P 7 f 12 CONTRACT DOCUMENTS-SEC III BID SUMMARY.xIs age 0 9/20/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # /~-- ---:-',,> . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 6048 HANOI-CAP PARKING STRIPE - SINGLE CLEARWATER SPECS. ART 60 6049 TRAFFIC SIGN - "HANOI-CAP PARKING" CLEARWATER SPECS. ART 60 6050 INSTALL PARKING METER SLEEVES (FURNISHED BY CITY) PROJECT DETAIL SHEET RD-6 7000 ENHANCEMENT 7001 REFACE LIFE GUARD STATION PROJECT SPECIFICATION ART B-13 7002 PAINT RESTROOM INDUSTRY STANDARD 7003 DUNE EXCAVATION PROJECT SPECIFICATION ART B-29 7004 DUNE RECONSTRUCTION PROJECT SPECIFICATION ART B-30 7005 PAINT LIFE GUARD STATION INDUSTRY STANDARD 8000 HARDSCAPE 8001 6" COLORED CONCRETE ALONG . ..,~~\ PROMENADE AND GAME BOARD PLAZA . (SAND BASE INCLUDED IN CIVIL ESTIMATE) INDUSTRY STANDARDS 8002 6" COLORED CONCRETE ALONG HIKE/BIKE TRAIL FROM SOUTH PARKING TO PIER 60, INCLUDING BEACH ENTRANCES INDUSTRY STANDARDS 8003 PAVILION AREA AND SOUTH PARKING PLAZA PROJECT SPECIFICATION ART C-1 8004 CROSSWALKS PROJECT SPECIFICATION ART C-1 8005 12" WIDE SHELL AGGREGATE SANDBLASTED BAND @CROSSWALKS INDUSTRY STANDARDS 8006 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENADE INDUSTRY STANDARDS 8007 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRAIL INDUSTRY STANDARDS 8008 12" WIDE SHELL AGGREGATE SANDBLASTED BAND, PERIMETER OF ICONS @ BEANCH ENTRANCES INDUSTRY STANDARDS 8010 SAND BLAST PAVING @ BEACH ENTRANCES (9 ICONS) INDUSTRY STANDARDS 8011 CONCRETE PAVERS FOR PAVER GRATE AND UTILITY CHASE INDUSTRY STANDARDS 8012 SAND/SEAT WALL (C.I.P. CONCRETE W/ SPECIAL TY FINISH) PROJECT SPECIFICATION ART C-12 . 8013 CAST STONE CAP ON SAND/SEAT WALL INDUSTRY STANDARDS L:ICOMMONIClearwaler\Beach Walk Canst Docs Ph 2-4lContr Docs-Tech Specs\ P 8 f 12 CONTRACT DOCUMENTS-SEC III BID SUMMARY.xls age 0 9/20/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # )-0:"';-:'::-"'-\'>, . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 8014 SAND WALL (C.I.P. COLORED CONC. W/LIGHT SANDBLAST FINISH (42" HT.) PROJECT SPECIFICATION ART C-13 8015 RETAINGING WALL @ SOUTH GATEWAY INDUSTRY STANDARDS 8016 LETTERS INDUSTRY STANDARDS 8017 S.S. NAUTILUS SCULPTURE @ NORTH GATEWAY INDUSTRY STANDARDS 8018 6" COLORED CONCRETE @ SUNDIAL PLAZA PROJECT SPECIFICATION ART C-1 8019 SUNDIAL PLAZA SEAT WALL (15" HT., C.I.P. CONC.) INDUSTRY STANDARDS 8020 SUNDIAL PLAZA SUNDIAL SCULPTURE, STAINLESS STEEL GNOMON INDUSTRY STANDARDS 8021 SUNDIAL PLAZA INTERACTIVE FOUNTAIN PROJECT SPECIFICATION ART C-11 8022 TENSIONED MEMBRANE SHADE STRUCTURES PROJECT SPECIFICATION ART C-9 8023 DRINKING FOUNTAIN PROJECT SPECIFICATION ART C-5 . 8024 NORTH GATEWAY SIGN WALL (C.I.P. CONC. WALL W/SPECIAL TY FINISH AND LETTERING) PROJECT SPECIFICATION ART C-17 8025 SOUTH GATEWAY SIGN WALL (C.I.P CONC. WALL W/SPECIAL TY FINISH AND LETTERING) PROJECT SPECIFICATION ART C-18 8027 THEME-ORIENTED CUSTOM BEACH SHOWERS PROJECT SPECIFICATION ART C-10 8028 BOLLARD, TYPE A PROJECT SPECIFICATION ART C-4 8029 BOLLARD, TYPE B PROJECT SPECIFICATION ART C-4 8030 BENCH, TYPE A (CAST ALUMINUM SECURED TO CONCRETE BASE) PROJECT SPECIFICATION ART C-7 8031 BENCH, TYPE B PROJECT SPECIFICATION ART C-7 8032 BENCH, TYPE C PROJECT SPECIFICATION ART C-7 8033 WASTE RECEPTACLES (CAST ALUMINUM WITOP COVER) PROJECT SPECIFICATION ART C-6 8034 BICYCLE PARKING (WELLE CIRCULAR RACK, POWDER COAT FINISH) PROJECT SPECIFICATION ART C-3 8035 PROMENADE AND @ BEACH ENTRANCES, 48" ROUND) PROJECT SPECIFICATION ART C-8 8036 PAVER GRATE PROJECT SPECIFICATION ART C-8 8037 GAME BOARD PLAZA CERAMIC TILE CHESS/CHECKER BOARD PROJECT SPECIFICATION ART C-16 ":0."",,- 8038 GAME BOARD PLAZA CERAMIC TILE . BACKGAMMON BOARD PROJECT SPECIFICATION ART C-16 8039 GAME BOARD PLAZA S.S. SCULPTURE PROJECT SPECIFICATION ART C-15 L:ICOMMONIClearwalarIBeach Walk Cons! Docs Ph 2-4\Contr Docs-Tech Specsl P 9 f 12 CONTRACT DOCUMENTS-See III BID SUMMARY.xIs age 0 9/20/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # , :-.." . SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST PROJECT: BEACH WALK PHASES 2, 3 & 4 PART A ITEM NO. DESCRIPTION APPLICABLE SPECIFICATIONS 8040 GAME BOARD PLAZA SCULPTURE SPOT LIGHTS PROJECT SPECIFICATION ART C-15 8045 LED LIGHTING (BLUE) FOR GATEWAY SIGNS INDUSTRY STANDARDS 8046 LED LIGHTING (WHITE) FOR GATEWAY SIGNS INDUSTRY STANDARDS 8047 UPLlGHT UNIT TYPE A & B INDUSTRY STANDARDS 8048 CONCRETE ACCENT PIERS W/CAST STONE CAP PROJECT SPECIFICATION ART C-14 8049 TILE BAND ON ACCENT PIER PROJECT SPECIFICATION ART C-14 8050 CAST STONE PLANTER, TYPE A PROJECT SPECIFICATION ART C-2 8051 CAST STONE PLANTER, TYPE B PROJECT SPECIFICATION ART C-2 8052 CAST STONE PLANTER, TYPE C PROJECT SPECIFICATION ART C-2 . 9000 LANDSCAPE 9100 TREES 9101 SABAL PALMETTO, 12'-20' O.A., SEE PLANS CLEARWATER SPECS. ART. 25 9102 WASHINGTONIA ROBUSTA, 12' CT CLEARWATER SPECS. ART. 25 9103 PHOENIX DACTYLlFERA 'MEDJOOL', 12' CT CLEARWATER SPECS. ART. 25 9104 COCCOLOBA UVIFERA, 7 GAL. CLEARWATER SPECS. ART. 25 9105 PHOENIX ROEBELENII CLEARWATER SPECS. ART. 25 9106 IVA IMBRICATA, 7 GAL., 5' HT. CLEARWATER SPECS. ART. 25 9107 LIVISTONIA CHINENSIS, 12' C.T. CLEARWATER SPECS. ART. 25 9108 SABAL PALMETTO, 16' C.T., MATCHED CLEARWATER SPECS. ART. 25 9200 SHRUBS AND GROUND COVER CLEARWATER SPECS. ART. 25 9201 AGAVE ATTENUATA, 3 GAL. CLEARWATER SPECS. ART. 25 9202 ARACHIS PINTOI, 4- POT CLEARWATER SPECS. ART. 25 9203 HELlANTHUS DEB IllS, 4- POT CLEARWATER SPECS. ART. 25 9204 ILEX VOMITORIA 'NANA', 3 GAL. CLEARWATER SPECS. ART. 25 9205 IPOMOEA PES-CAPRAE 1 GAL. CLEARWATER SPECS. ART. 25 9206 PENNISETUM SETACEUM, 3 GAL. CLEARWATER SPECS. ART. 25 9207 RAPHIOLEPSIS INDICA, 3 GAL. CLEARWATER SPECS. ART. 25 9208 RUSSELlA EQUISETIFORMIS, 3 GAL. CLEARWATER SPECS. ART. 25 9209 RUSSELlA SARMENTOSA, 3 GAL. CLEARWATER SPECS. ART. 25 . 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. CLEARWATER SPECS. ART. 25 . 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. CLEARWATER SPECS. ART. 25 9212 SPARTINA BAKERII, 3 GAL. CLEARWATER SPECS. ART. 25 L:\COMMOMClearwalerlBeach Walk Const Docs Ph 2-4\Contr Docs- Tech Specs\ P 10 f 12 9/20/2006 CONTRACT DOCUMENTS-SEC III BID SUMMARY Jds age 0 ,#r"'-''--!~\ . . , . BEACH WALK PHASES 2, 3 4 CONTRACT # PROJECT: PART A ITEM NO. 9213 9214 9215 9216 9217 9218 9219 9220 9221 9400 10000 10002 10003 10004 FOOT No. 0101- 1- 0102- 1- 0555-1-2 SECTION VI PROJECf SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST BEACH WALK PHASES 2, 3 & 4 DESCRIPTION SPOROBULUS VIRGINICUS, 1 GAL. STRETLlTZIA REGINAE, 10 GAL. TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. UNIOLA PANICULATA YUCCA FILAMENTOSA ZAMIA PUMILA, 7 GAL. SOD (SEASHORE PASPALUM) MULCH WALKWAY LIGHTING APPLICABLE SPECIFICATIONS CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 INDUSTRY STANDARD DUNE PLANTING (TYP. OF 1 DUNE-6600SF) CLEARWATER SPECS. ART. 25 IRRIGATION IRRIGATION PHASE II IRRIGATION PHASE III IRRIGATION PHASE IV TRAFFIC SIGNALIZATION MOBILIZATION (SIGNALS ONLY) MAINTENANCE OF TRAFFIC (SIGNALS ONLY) CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 CLEARWATER SPECS. ART. 25 FOOT SPECS. SEC. 6 CLEARWATER SPECS. ART 44 DIRECTIONAL BORE (6" TO LESS THAN 12") CLEARWATER SPECS. ART. 59 0630- 1-12 CONDUIT (FURNISH & INSTALL) (UNDERGROUND) CLEARWATER SPECS. ART. 59 0632-7- 1 CABLE (SIGNAL) (FURNISH & INSTALL) CLEARWATER SPECS. ART. 59 0635- 1- 11 PULL & JUNCTION BOXES (FURNISH & INSTALL) (PULL BOX) CLEARWATER SPECS. ART. 59 0639- 1- 22 ELECTRICAL POWER SERVICE (UNDERGROUND) CLEARWATER SPECS. ART. 59 0639- 2-. 1 ELECTRICAL POWER WIRE (FURNISH & INSTALL) CLEARWATER SPECS. ART. 59 0641- 41- 112 PRESTRESSED CONCRETE STRAIN POLE (F & I) (TYPE N-11) (SERVICE POLE) CLEARWATER SPECS. ART. 59 0649- 415- 003 MAST ARM ASSEM (F & I)(SINGLE ARM W /0 LUMINAIRE)(B5-Q3) CLEARWATER SPECS. ART. 59 0650- 51- 313 TRAFFIC SIGNAL (FURNISH & INSTALL) (3 SECTION) (1 WAY) (SPECIAL) CLEARWATER SPECS. ART. 59 0650- 51- 513 TRAFFIC SIGNAL (FURNISH & INSTALL) (5 SECTION) (1 WAY) (SPECIAL) CLEARWATER SPECS. ART. 59 0653-181 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (1 DIRECTION) CLEARWATER SPECS. ART. 59 L:ICOMMONIClearwalerIBeach Walk Canst Doc:& Ph 2-4\Conlr Docs.Tech Specsl P 11 f 12 CONTRACT DOCUMENTS-SEC III BID SUMMARY.xls age 0 9/20/2006 BEACH WALK PHASES 2, 3 4 CONTRACT # . PROJECT: PART A ITEM NO. 0653-182 0659-101 0659-106 0659-107 0659-118 0660-2-106 0665- 13 0670- 5- 112 0690-10 . 0690-20 0690- 33- 1 0690- 50 0690- 80 0690- 90 0690-100 0699- 1- 1 SECTION VI PROJECT SPECIFICATIONS BID ITEM AND SPECIFICATION CHECK LIST BEACH WALK PHASES 2, 3 & 4 DESCRIPTION APPLICABLE SPECIFICATIONS SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (2 DIRECTION) CLEARWATER SPECS. ART. 59 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (BACK PLATES,3 SECTION) CLEARWATER SPECS. ART. 59 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (TUNNEL VISOR) CLEARWATER SPECS. ART. 59 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (ALUMINUM PEDESTAL) CLEARWATER SPECS. ART. 59 ;:)1\.:iNAL M~U AU^ILIAKlc;:) ~I"' & I} ~~A\"r.. PLATES,5 SECTION CLUSTER) CLEARWATER SPECS. ART. 59 LOOP ASSEMBLY (TYPE F ) CLEARWATER SPECS. ART. 59 DETECTOR PEDESTRIAN (FURNISH & INSTALL) (DETECTOR WITH SIGN ONLY) CLEARWATER SPECS. ART. 59 TRAFFIC CONTROLLER ASSEMBLY (ACTUATED SOLID STATE)(F & I) (SPECIAL) CLEARWATER SPECS. ART. 59 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL CLEARWATER SPECS. ART. 59 REMOVE PEDESTRIAN SIGNAL CLEARWATER SPECS. ART. 59 POLE REMOVAL (DEEP) (DIRECT BURIAL) CONTROLLER ASSEMBLY REMOVAL SPAN WIRE ASSEMBLY REMOVE CONDUIT & CABLING, REMOVE SIGNAL EQUIPMENT, MISCELLANOUS REMOVE SIGN, INTERNAL ILLUMINATED STREET NAME CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 CLEARWATER SPECS. ART. 59 L:\COMMONlClearwaterlBeach Walk Canst Docs Ph 2-4\Conlr Docs-Tech Specs\[CONTRACT DOCUMENTS-SEC III BID SUMMARY .xls)ParI A Bid-Specs CLEARWATER SPECS. ART. 59 . L:\COMMONlClearwater\Beach Walk Const Docs Ph 2-4lConlr Docs-Tech Specs\ P 12 f 12 CONTRACT DOCUMENT5-SEC III BID SUMMARY.xlS age 0 9/20/2006 . . '. BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS Section VI PROJECT SPECIFICATIONS (Specific Project Specifications) PART B INTRODUCTION: The project specification section has been provided in three parts, Part A identifies the description and applicable specification for each bid item. Part B provides the project specifications for the Civil Construction work noted on the Demolition Plans, Roadway Plans, Drainage Plans, Utility Plans, and Signing and Pavement Marking Plans. Part C provides the project specifications for the Architectural Construction work noted on the Hardscape Plans, Landscape Plans, and Irrigation Plans. 1. REMOVING EXISTING STORM MANHOLES, INLETS, AND PIPES 1.1 Definition The City of Clearwater requires on all redevelopment projects that all underground utilities be removed from the site during construction. This requirement includes storm drainage systems not used in the proposed system. There are two types of removal of the existing system they are as follows: 1. Type 1 -Those Existing Manholes, Inlets and Storm Sewer Pipes that are part of the old system and will not be used within the proposed system., and 2. Type 2 - Those Existing Manholes, Inlets and Storm Sewer Pipes that are part of the old system and will be within the proposed system, but not used as part of the proposed system. 1.2 Scope or Work Type 1 removal of existing manhole, inlets, and pipe are to be removed from their existing location, the area filled and compacted in accordance to standard trench backfill, and brought to grade. Where these will be within existing pavement to remain, the standard utility trench asphalt pavement replacement shall be provided. Type 2 existing manhole, inlets, and pipe are to be removed from their existing location during the construction of the proposed system. The scope of work would be to remove the existing structure or pipe to firm ground, as determined by the Engineer, the excavation to be filled and compacted in accordance with and as part of the standard trench backfill for the proposed system. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 912012006 Page 1 of 43 . . i. BEACH WALK PHASES 2,3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 1.3 Method of Measurement The method of measurement of existing manholes and inlets to be removed shall be by each for the type of removal required to remove the old system and install the proposed system. The method of measurement of existing storm sewer pipes to be removed shall be by the lineal foot of pipe as measured from the inside face of the structure on the upstream end to the inside face of structure on the down stream end, rounded to the nearest foot. 1.4 Method 01 Payment Payment shall be made at the contract unit price Each to REMOVE EXISTING MANHOLE TYPE 1, or REMOVE EXISTING MANHOLE TYPE 2, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price Each to REMOVE EXISTING INLET TYPE 1, or REMOVE EXISTING INLET TYPE 2, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price per Lineal Foot to REMOVE EXISTING STORM SEWER < 18" TYPE 1, or REMOVE EXISTING STORM SEWER < 18" TYPE 2, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price per Lineal Foot to REMOVE EXISTING STORM SEWER> 18" TYPE 1, or REMOVE EXISTING STORM SEWER> 18" TYPE 2, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 2. SPECIAL EXCA V A liON 2.1 Definition Areas of the site include the removal of existing hard surfaces, such as Curb, Pavement, Driveways, and Sidewalks. The balance of areas is sand, grass, sod, or other non-hard surface. SPECIAL EXCAVATION includes the removal of these non-hard surfaces until an acceptable sub-grade is reached. 2.2 Scope 01 Work The scope of work is to remove the soil of other non-hard surfaces to an acceptable sub-grade as determined by the Engineer. Such work shall include the protection of existing at grade utilities, fixtures, or other facilities as noted by the Engineer. In most of the areas this will be L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 9/20/2006 Page 2 of 43 /' "', i. ; . . ;. BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS limited to one foot or less in depth, as shown on the contract drawings. In some cases the material may have to be removed to a depth greater than one foot. In these areas if isolated and do not exceed three feet in depth the material shall be removed to the full depth as determined by the Engineer. Where the excavation would exceed three feet, the removal shall be done in accordance with removable of unsuitable material. Acceptable material for on-site fill, or topsoil shall be stock piled on site for use on the site in a suitable location approved by the Engineer. 2.3 Method oC Measurement The method of measurement of Special Excavation shall be made at the square yard rounded to the nearest square yard for those areas shown on the contract drawings as existing non- hard surface. Depth of Special excavation will depend on the depth of excavation necessary to reach stable material. Excavation less than one foot shall be measured as Special Excavation < 1.0'. Excavation greater than one foot, by less than three feet shall be measured as Special Excavation> 1.0'. 2.4 Method oC Payment Payment shall be made at the contract unit price per Square Yard of SPECIAL EXCAVATION < 1.0' FT., or SPECIAL EXCAVATION> 1.0' FT., which price shall be full compensation for all work, equipment, tools, labor and incidentals necessary to complete the work. 3. ROUGH GRADING 3.1 Definition The site once cleared ofthe undesirable materials shall be rough graded to prepare the site for stabilization or filling. 3.2 Scope oCWork The scope of work is to perform rough grading of the site. Upon completion of the removal of all hard surface, fixtures, structures, and non-hard surfaces the areas of the site to be improved shall be rough graded to remove any incidental undesirable materials or items, and prepare the surface for stabilization or filling. Such work shall include the protection of existing at grade utilities, fixtures, or other facilities as noted on the contract drawings or by the Engineer. 3.3 Method of Measurement The method of measurement of Rough Grading shall be made by the square yard rounded to the nearest square yard for those areas within the limits of placement of improvements as measured in the field. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9120/2006 Page 3 of 43 ..\ . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 3.4 Method of Payment Payment shall be made at the contract unit price per Square Yard of ROUGH GRADING, which price shall be full compensation for all work, equipment, tools, labor and incidentals necessary to complete the work. 4. REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS 4.1 Definition The project site in various areas of the existing pavement to remain has existing concrete traffic island or parking bumpers. This item is to remove and resurface the location of these islands to make a smooth driving surface. These are located along the Old Gulfview Boulevard within the section to remain, and the parking bumpers within Pier 60 parking lot, which is to be sealed. 4.2 Scope of Work The scope of work is to remove the existing concrete traffic island down to the stable sub- grade, and backfill with full depth asphalt to finished grade. The existing grade of the adjacent pavement is the finished grade. The asphalt installation and material shall be in accordance with City Specification Article 23. 4.3 Method of Measurement The method of measurement of Remove and Resurface Concrete Traffic Islands shall be made by the square yard rounded to the nearest square yard for those areas within the lmits of work where the traffic islands are removed. 4.4 Method of Payment Payment shall be made at the contract unit price per square yard of Remove and Resurface Concrete Traffic Islands, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 5. REMOVE EXISTING SHOWER, DRINKING FOUNTAIN, METAL BENCH, AND WATER SERVICES 5.1 Definition The project is a renovation of the existing beachfront. Along the beachfront, there are showers and drinking fountains that have a water service connected to them. These facilities will be replaced and must be removed. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 912012006 Page 4 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # ,0"", SECTION VI - PROJECT SPECIFICATIONS . 5.2 Scope of Work The scope of work is to remove existing showers, drinking fountains, and the water services to them. The showers and drinking fountain fixtures shall be carefully removed so as not to destroy any of the major parts of the facilities, and turn them over to the City. Location of the place where they should be returned will be noted during the Pre-Construction Conference and shall be a location within the project site. The water service to the showers and drinking fountains shall be disconnected for the area of the phases of work. Showers and drinking fountains outside of the phase working in shall remain operational until the designated phase has been issued with a notice to proceed. 5.3 Method of Measurement The method of measurement each to remove showers, drinking fountains and water service shall be made for each shower, drinking fountain, and corresponding water service removed or disconnected. 5.4 Method of Payment . Payment shall be made at the contract unit price each to REMOVE EXISTING SHOWERS AND WATER SERVICE, REMOVE EXISTING METAL BENCH, or REMOVE EXISTING DRINKING FOUNTAIN, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 6. REMOVE EXISTING STREET LIGHTS 6.1 Def"mition The project has two types of streetlights, those that are owned by the local Power Company Progress Energy and those owned by the City. Progress Energy owns all the streetlights within the street rights-of-way including Coronado Drive, Harnden Drive, Gulfview Blvd, and existing side streets. The City owns those streetlights within the Beach Front Parking Lot, and the Pier 60 Parking Lot. 6.2 Scope of Work . The scope of work is to remove the existing City owned streetlights within the parking lots and return them to the City. Streetlights that are to be returned to the City are noted on the plans. The location of the place where the contractor should deliver the streetlights will be noted during the Pre-Bid Conference. Streetlights shall be removed by the Phase of construction, and those within the future phases shall remain functional during previous phases of work. The Contractor shall coordinate with the City the de-energizing of those streetlight fixtures to be removed by the Contractor. The Contractor shall assist the City and Progress Energy in the coordination of those streetlights to be removed by Progress Energy. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 9120/2006 Page 5 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS . 6.3 Method of Measurement The method of measurement for Remove Existing Streetlights shall be made for each individual streetlight being removed for the type of disposal. 6.4 Method of Payment Payment shall be made at the contract unit price each to REMOVE EXISTING STREETLIGHTS AND DISPOSAL, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Coordination with Progress Energy shall be incidental to the contract unit price each to REMOVE EXISTING STREETLIGHT AND DISPOSAL. 7. REMOVE EXISTING SIGNS 7.1 Definition . The project has numerous signs for many purposes. The Contractor is to coordinate their efforts in removing the signs with the City. Some signs are to be removed by the City. Those signs that are remaining on the site following city removal of their signs shall be removed by the contractor and disposed of under this pay item. 7.2 Scope of Work The scope of work is to remove the existing remaining signs, sign posts and level the surface within the project boundary and dispose of them properly. 7.3 Method of Measurement The method of measurement to Remove Existing Signs shall be made for each individual sign being removed. 7.4 Method of Payment Payment shall be made at the contract unit price each to REMOVE EXISTING SIGNS, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9120/2006 Page 6 of 43 . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # .._........R...._._.........._._..._ .....__.__.______.___.__.__......______.____.._....______..____.._..__..__.______.______.__._..._.._____._.....___ SECTION VI - PROJECT SPECIFICATIONS 8. MATERIAL TESTING 8.1 Definition The City of Clearwater requires installation of improvements to be tested in accordance with the City standards and the results of those test be provided to the City prior to acceptance of the improvements by the City. The City uses the Pinellas County testing program. 8.2 Scope of Work The Contractor shall hire an independent qualified Material Testing Firm to perform the services. The City shall approve the selected firm. The material testing for the improvements shall be done in accordance with the Pinellas County Minimum Testing Frequency Requirements. A copy of the testing program can be found in Section VIII, Support documents and the City and Contractor shall document that there is concurrence with the program between the two parties. 8.3 Method of Measurement The payment to the Contractor shall be based on the monthly invoice of the actual services preformed during the prior month, and invoiced the contractor. Total payment of all requested items shall not exceed the Lump Sum amount for the phase of the project being invoiced. The measured amount being invoiced shall show the percent complete accumulated to the date of the invoice for that phase of work. 8.4 Method of Payment Payment shall be made at the contract Lump Sum Price for MATERIAL TESTING PHASE II, MATERIAL TESTING PHASE III, and MATERIAL TESTING PHASE IV, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 9. REMOVE LANDSCAPING TREES 9.1 Definition There is, within the project limits, many palm trees and other trees that will need to be removed to be able to perform the work. These trees will be in Phases I of the project. All trees shall be removed and become the property of the Contractor. 9.2 Scope of Work The contractor shall remove all the trees within the project limits in accordance with the Phases of Construction. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/20/2006 Page 7 of 43 . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # .....M..._....~___..._...._.__M..__.___._____.._.___.___....-..-..__._____.__.__________._...o..__w__.____ SECTION VI - PROJECT SPECIFICATIONS 9.3 Method of Measurement The Contractor shall be paid for each tree removed in accordance with the type of work being provided, and the si:z;e of tree being removed. Trees greater than 12" shall be measured at a height of five feet from the base of the tree. Those trees greater than 12" shall be so marked in the field by the City, and accepted by the Contractor, prior to removal. 9.4 Method of Payment Payment shall be made at the contract unit price each to REMOVE LANDSCAPING TREES 4" TO 12" - CONTRACTOR, and REMOVE LANDSCAPING TREES> 12" - CONTRACTOR, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 10. REMOVE EXISTING PARKING METERS 10.1 Definition There are parking meters on the existing streets within the project. Those parking meters shall be removed and delivered to the City. Timing of removal shall be by the phase of the project being worked on. All of the meters are on South Gulfview and will be impacted by the construction of the South Gulfview by-pass. 10.2 Scope of Work The Contractor is to coordinate the removal of existing parking with the City and remove the meter, post and base in the presents of the city and place them on the City vehicle to complete the work item. 10.3 Method of Measurement The Contractor shall be paid for each meter, including the post and base, delivered to the City from the project site in accordance with the Phase of Construction. 10.4 Method of Payment Payment shall be made at the contract unit price Each to REMOVE EXISTING PARKING METERS, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9120/2006 Page 8 of 43 'o,_-"nl""',"",< . . . BEACH WALK PHASES 2,3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 11. REMOVE AND REPLACEMENT ENTRY AND EXIT AUTOMATIC GATE AND TICKET BOOTH TO SOUTH BEACH PARKING LOT 11.1 Definition The current operation of the Pier 60 parking lot is by use of an automatic ticket dispenser system, manned ticket booths and automated exist gates. These facilities will be removed, properly stored, and replaced at the new location following construction. One ticket booth will be used during construction of the improvements impacting the Pier 60 parking lot. The system will stay in place until an agreeable time can be arranged during Phase II to remove, store, and replace them. The one ticket booth will be temporarily located at the exit during adjustments made per the Traffic Control Plan Sequence I and II of Phase II. The ticket booths have specialized electronic equipment, communication lines and fiber optics which are still under warranty. It is an on-line system communicating with the Municipal Services Building via a T -1 communication line. The City will hire the equipment manufacturer to disassemble and remove all of this equipment. 11.2 Scope of Work The Contractor shall coordinate with the City regarding the timing, method of removal, storage, and replacement of the one entry gate, ticket dispenser, and accompanying unit; and two automated exit gates. The power source shall be disabled and the connection wiring carefully removed from the equipment by the City's Contractor. The equipment shall be stored in a dry place acceptable to the City, and all storage costs paid for by the Contractor incidental to the work. At the completion of the infrastructure, and when all other portions of the parking ticketing system facilities have been placed, the City's Contractor shall reinstall the gates and ticket dispensary at the new location in a similar arrangement as they were prior to removal. Electrical hook-up is the responsibility of the Contractor. Calibration ofthe units will be the responsibility of the City. During the implementation of the Traffic Control Plan, the Pier 60 parking lot will be operated as a fixed fee lot. The Contractor shall relocate one ticket booth from the existing location to a temporary location approved by the City for each sequence of the Traffic Control Plan. The Contractor, in a method acceptable to the City, shall provide temporary electrical service to the ticket booth. The power source to the other booth shall be disabled and the connection wiring carefully removed from the equipment. The ticket booth shall be stored in a dry place acceptable to the City, and all storage costs paid for the by the Contractor incidental to the work. At the completion of the infrastructure and prior to the reinstallation of the other portion 0 the parking ticketing system, the City's Contractor shall reinstall the two ticket booths at the new location, in a similar arrangement as they were prior to removal. Electrical hook-up is the responsibility of the Contractor. Operational process of the system shall be the same as prior to construction. Calibration of the booths with the gates will be the responsibility of the City. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- aWD.doc 912012006 Page 9 of 43 , , '~ . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 11.3 Method of Measurement The contractor shall be paid for the units being removed, stored, and replaced in accordance with the contract price for each system identified above, with 50% payable at the time of removal, and the final 50% paid at the time of replacement, and shown to be in the same working order as the time of removal. The operation of the system shall be recorded on videotape prior to removal. The tape shall be used to judge the final installation. The temporary use of one ticket booth during construction will be measured for each time the ticket booth is relocated by the Contractor as requested by the City. Two temporary moves are anticipated. 11.4 Method of Payment Payment shall be made at the contract unit price each to REMOVE, STORE AND REPLACE AUTOMATIC ENTRY GATE AND TICKET DISPENSER AT PIER 60 PARKING LOT, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price each to REMOVE, STORE AND REPLACE AUTOMATIC EXIT GATE AT PIER 60 PARKING LOT, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price each to REMOVE, STORE AND REPLACE TICKET BOOTH AT PIER 60 PARKING LOT, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 12. REMOVE AND DELIVER ENTRY AND EXIT AUTOMATIC GATE AND TICKET BOOTH FROM THE BEACH PARKING LOT 12.1 Definition The Project has several ticket type parking lots with automated gates, ticket dispensers, and manned ticket booths. South Beach Parking Lot will remain as is. Gulf Beach Parking Lot has one ticket booth, one entry ticket dispenser and two exit gates. These will be removed by the City's Contractor and delivered to the Parking System Field Office (28 North Garden Avenue, Clearwater, FL). 12.2 Scope of Work South Beach Parking Lot - The City's Contractor will need to work around these units avoiding the disruption of the fiber optics and T-l communications lines in place during the upgrade of the parking lot. The facilities will remain as is. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe VI- BWD.doc 9/20/2006 Page 10 of 43 . . , . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS Gulf Beach Parking Lot - the City's Contractor shall remove the power source and wiring to remove the gate units and ticket booths. Upon removal, deliver the same to the Parking System Field Office (28 North Garden Avenue, Clearwater, FL). 12.2 Method of Measurement Measurement of the work shall be determined by the number of booths, each of gates, ticket dispensers and ticket booths removed and delivered. Care shall be taken as to not damage the units during delivery. 12.3 Method of Payment Payment shall be made at the contract unit price each to REMOVE AND DELIVER TICKET BOOTHS, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price each to REMOVE AND DELIVER AUTOMA TIC GATES, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price each to REMOVE AND DELIVER TICKET DISPENSERS, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 13. REMOVE CANOPY 13.1 Definition The Pier 60 Parking Lot has a canopy covering the ticket booth area and is connected to the Life Guard Station. This part of the work will remove the canopy and reface the Life Guard Station building. 13.2 Scope of Work The scope of work for removing the canopy is to create a safe working area and removes the upper structure first then removes the columns and footings. The City shall approve the procedure for the removal. Once the canopy is removed, the connection area at the Life Guard Station shall be repaired. The completed work shall match the existing station, and be equal to or better workmanship than the existing. The City shall approve the final repair. L:\COMMON\Clearwaler\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 912012006 Page II of 43 cO't. . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # .,._...~._._.._._._-_._--------------------------,-_.----'---"-"- SECTION VI - PROJECT SPECIFICATIONS 13.3 Method of Measurement The measurement is the removal and disposal of all debris for the one canopy on the project including the super structure, supporting columns, the footings, and there-facing of the Life Guard Station. 13.4 Method of Payment Payment shall be made at the contract Lump Sum price for REMOVE CANOPY, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 14. INSTALL YARD DRAIN TYPE 1 14.1 Definition In the area ofthe Sundial Plaza and the Pavilion, there are noted yard drains for the collection of surrounding storm water runoff. These yard drains are to be smaller than the standard inlets. 14.2 Scope of Work The scope of work includes the furnishing and installation of an ADS type inlet model No. 2815AG or equivalent at the location and grades as shown on the plans and connecting it to the storm system. 14.3 Method of Measurement The measurement shall be the number of completed installed yard drains Type 1. 14.4 Method of Payment Payment shall be made at the contract unit price each to INST ALL YARD DRAIN TYPE 1, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 15. CONFLICT JUNCTION BOX 15.1 Definition The Project is in the developed area of Clearwater Beach and the existing Utility systems are in place, where they cannot be moved. As a result, the conflict between the new storm sewer system and the existing sanitary system and water system can only be addressed by conflict structures. In two areas of the project, there are conflicts with multiple utilities that lend itself L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc . 912012006 Page 12 of 43 (""""':":""":;"" . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS to provide larger conflict structures than a standard 4-foot or 6-foot manholes. At these locations~ a conflict junction box is to be installed. 15.2 Scope of Work The scope of work shall include the requirements of FOOT Specifications Section 125 and 400 as they apply~ and the standard detail shown on Index 210 as it applies. Project details are provided for an 8' x 8' and 6' x 6' junction box. Conflicts between the specifications and details shall be resolved in the field by the City Inspector. 15.3 Method of Measurement The method of measurement shall be the completed in place junction box at the location and grades shown on the plans incorporating the conflicting utilities in a firm structural installation as noted on the detail 15.4 Method of Payment Payment shall be made at the contract unit price Each to install a CONFLICT JUNCTION BOX 8' X 8', which price shall be full compensation for all work, materials, equipment, tools~ labor and incidentals necessary to complete the work. 16. ROOF DRAIN PIPE AND CLEANOUT 16.1 Definition When the plans call out for the reconnection of a roof drain, the roof drain does not always line up with the replacement storm structure. In those cases the connection pipe will need to enter the storm structure at an angle, and at that angle a clean out will need to be installed to allow proper maintenance to the roof connection. 16.2 Scope of Work Unless otherwise noted on the plans, roof drainpipe shall be 8" diameter, polyvinyl chloride pipe~ in conformance with ASTM F-758 "Standard Specification for Smooth Wall PVC" minimum stiflhess of 46 in conformance with ASTM 02412, and conformance with ASTM 03034 - SOR 35. Connection to the existing system may require a concrete collar connecting the existing pipe to the new pipe. Alternate acceptable roof drain pipe material is Contech A-2000 which is a rigid PVC pipe exceeds ASTM Specifications 01784, minimum cell classification of 12454B or 12454C~ manufactured per ASTM F949-93a, minimum pipe stiflhess of 50 psi, with no evidence of L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 9120/2006 Page 13 of43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # {""',,\ . SECTION VI - PROJECT SPECIFICATIONS splitting, cracking or breaking when pipe is tested in accordance with ASTM D2412 at 60% flatting and with a double gasket joint. Where directed or shown on the plans that ductile iron pipe is specified, pipe material shall be the same as specified for potable water pipe in the City's technical specifications. Installation shall be in accordance with the construction detail drawings. Constructed Cleanouts shall be constructed of in-line wye fitting and stub for access where called for in the plans. 16.3 Method of Measurement The method of measurement shall be for each identified roof connection shown on the plans or discovered during construction, including the location of a suitable connection point, any connection devise or concrete collar, all piping to the storm structure, and connection to the storm structure of a smooth water tight connection. A separate measurement will be noted where the alignment of the roof drain does not meet the storm structure a cleanout needs to be placed in the line. The cleanout shall be measured as a separate pay item each for cleanout installed per the plan or field adjustment. 16.4 Method of Payment . Payment shall be made at the contract unit price Each to RECONNECT ROOF DRAIN, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price Each to Install CLEANOUT ON ROOF DRAIN, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 17 . INSTALL STORM SEWER PVC AND DIP 17.1 Definition The storm sewer system in most cases is made up of Reinforced Concrete Pipe (RCP). There are occasions when the system is shallow and for better protection Ductile Iron Pipe (DIP) is used. Where the shallow areas are not in traffic bearing areas special Polychloride Pipe (PVC) can be used. 17.2 Scope of Work The storm sewer installation with the special pipe will be in accordance with Section 19 of the City's technical specifications. . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9120/2006 Page 14 of 43 I,,"""" . " . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS Alternate acceptable storm drainpipe material is Contech A-2000 which is a rigid PVC pipe exceeds ASTM Specifications D1784, minimum cell classification of 12454B or 12454C, manufactured per ASTM F949-93a, minimum pipe stiffuess of 50 psi, with no evidence of splitting, cracking or breaking when pipe is tested in accordapce with ASTM D2412 at 60% flatting and with a double gasket joint. Where directed or shown on the plans that ductile iron pipe is specified, pipe material shall be the same as specified for potable water pipe in the City's technical specifications. 17.3 Method of Measurement Measurement shall be the number oflineal feet of DIP and or PVC storm drain in place and accepted. The measurement is from inside face of structure to inside face of structure. 17.4 Method of Payment For PVC piping payment shall be made at the contract unit price per Lineal Foot of INSTALL STORM SEWER 12" PVC, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. For DIP piping payment shall be made at the contract unit price per Lineal Foot of INSTALL STORM SEWER 14" DIP or INSTALL STORM SEWER 16" DIP, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 18. CONNECT TO EXISTING STORM STRUCTURE 18.1 Definition The storm drain system at some locations will be connecting to an existing structure or pipe. The same care needs to be addressed during these connections as connecting to new structures or pipe. 18.2 Scope of Work The scope of work in making the connection is the same as any other connection of storm sewer per Section 19 of the City's technical specifications, except the existing connection may require additional work to assure a clean secure connection. The storm structure opening may require an increased size to accommodate the new pipe, or the type of pipe connection does not conform to the specified joint of the new pipe and a concrete collar will be needed. The Contractor shall expose the connection point and if any unique connection method not meeting industry standard is needed, the Contractor shall obtain approval of the connection method from the City prior to proceeding. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9120/2006 Page IS of43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # i,<-':._'-'~:-"~_, SECTION VI - PROJECT SPECIFICATIONS . 18.3 Method of Measurement The basis of measurement shall be the number of connections to the existing storm sewer system, excluding reconnection of roof drains and existing side drains. 18.4 Method of Payment Payment shall be made at the contract unit price Each to CONNECT TO EXISTING STORM STRUCTURE OR PIPE, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 19. CONNECT TO EXISTING SEAWALL 19.1 Definition . The Storm drainage system discharges to the intercoastal waterway by way of harbors constructed adjacent to the barrier island. The harbors were bordered offwith seawalls. In upgrading the storm sewer system, the seawalls will need to be penetrated with a new opening, or an existing opening modified to allow for the enlarged pipe to discharge to the water surface in the harbors. There are seven (7) connections to existing seawalls, one (1) 12", one (1) 15", and one (1) 24" are existing and will not be upgraded to require changing the seawall. One (1) 15" will be replacing an existing 15", and may need to be enlarged to install the new pipe. One (1) 24" is a new system and is combined with another project being built by a private developer. Two (2) 48" connections will require new opening through the seawall. 19.2 Scope of Work The scope of work is to make these improvements without a negative impact on the existing seawall adjacent to the new or improved opening. The scope of work will differ between the type of modification is needed to accept the new storm drain pipe. The three (3) existing pipe will be fitted wi~ Tideflex Valves. Any connection regards to these pipes shall be included in the Tideflex connection. The one (1) 15" being replaced with a proposed 15" should have only minor connection modifications. The one (1) 24" is to be constructed in conjunction with the private development, and arrangements are made through the City to coordinate the installation of the 24" storm connection to the seawall. . The above outfall pipe connections should be above the low tide elevation, and can be worked on during that time. L\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9/2012006 Page 16 of43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # .._-..._...~.._-.._.._-_..._._.._-..._-_._~--_._..__....-------" SECTION VI - PROJECT SPECIFICATIONS . The two (48") connections will require the reconstruction of the seawall for a length of 16 feet per the drawing detail. The work for connecting to the existing at this location is the seawall below the footing of the new seawall, plus the connection on either side of the new seawall. Necessary dewatering of the work area shall be included in the New Seawall connection for 48" pipe. The tie seawall cap is under a separate item, but shall be constructed at the same time as the Seawall connection -48". The structures shall be constructed in a dry environment. The City shall approve dewatering method. 19.3 Method of Measurement The measurement of the Seawall connections shall be the number of each connection for the size of pipe being connected, not including any seawall cap that may be required. 19.4 Method of Payment . Payment shall be made at the contract unit price Each to CONNECT TO EXISTING SEAWALL-IS" OIA., CONNECT TO EXISTING SEA W ALL-24" OIA., or CONNECT TO EXISTING SEAW ALL-48" OIA., which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 20. SEAWALL CAP 20.1 Definition The installation of connecting large storm sewers to existing seawalls will require the securing of the seawall by a seawall cap. 20.2 Scope of Work The work shall consist of the forming of a concrete cap over the completed seawall connection and tie the seawall cap back to natural ground, or manmade anchor. Construction shall be in accordance to the construction drawing detail. 20.3 Method of Measurement Measurement shall be of the number of lineal feet of length in place of Seawall Cap, installed as specified and approved. 20.4 Method of Payment . Payment shall be made at the contract unit price per Lineal Foot of SEA WALL CAP, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9120/2006 Page 17 of43 . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # ..- ......"....-..---___'____._~..__..~._..~...w_._.______.._._____._......______ SECTION VI - PROJECT SPECIFICATIONS 21. FINISHED GRADING 21.1 Definition Prior to placing the final cover of the surface the site shall be finished graded to the proper grade for hard surface treatment, and open space for landscaping and sodding. 21.2 Scope of Work The scope of work shall include the bringing of the areas of rough grading to the final grade of the subsurface to such lines and elevations that will provide a surface conforming to the plan lines and elevations upon completion of the finished surface. The work shall be done just prior to the placement of the surface material. Leave the surface of the earth in a roughened and loose condition where topsoil is to be placed. Remove of material from other construction operations, and any contaminated material removal and there replacement shall be incidental to the cost of finished grading. 21.3 Method of Measurement The measurement of the work shall be the number of square yards of surface that was graded and approved, prior to the placement of the finished surface. Unless approved by the City the regarding of the surface any additional times after approved and before the final surface is installed is incidental to the Finished Grading bid item 21.4 Method of Payment Payment shall be made at the contract unit price per Square Yard of FINISHED GRADING, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 22. 41 BARRIER MEDIAN 22.1 Definition A 4' Barrier Median is used to separate traffic moving in opposite directions, the median will be constructed over the asphalt surface. 22.2 Scope of Work The scope of work will include any maintenance oflocal traffic that may be using the street during working hours. Following the placement of the Asphalt surface, and before any pavement marking is placed, the median shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, all concrete medians shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to exceed 100 feet, and scored joints shall be placed at L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- aWD.doc 9/20/2006 Page 18 of43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # VC"\ SECTION VI - PROJECT SPECIFICATIONS . intervals not to exceed 10 feet. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of24 hours in advance of the placement of all concrete medians. 22.3 Method of Measurement The basis of measurement shall be lineal feet of 4' barrier Median in place and accepted. The basis of measurement shall be square yards of 4" concrete islands in place and accepted. 22.4 Method of Payment Payment shall be made at the contract unit price per Lineal Foot of 4' BARRIER MEDIAN, or contract unit price per square yard of 4" CONCRETE ISLAND which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 23. SAW CUT FOR CROSSWALK 23.1 Definition . The Crosswalks are poured colored concrete and require straight saw cuts for fonning the sides of the crosswalk toward which the concrete will be placed. 23.2 Scope of Work The scope of work includes the proper equipment to make a straight saw cut through the placed asphalt pavement on both sides of the colored concrete crosswalks. The removal of base material between the saw cuts shall be part of the Colored Crosswalk Improvements. 23.3 Method of Measurement Measure the number of lineal feet of saw cut in place and accepted 23.4 Method of Payment Payment shall be made at the contract unit price per Lineal Foot of SAW CUT FOR CROSSW ALK, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9/2012006 Page 19 of43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS . 24. BEACH ACCESS FOOTING 24.1 Definition The beach access locations are designed to meet the sand. To do that, there are footing places at the end of each beach access that is below grade. This bid item is to install that footing. 24.2 Scope of Work The scope of is to excavate to the depth below the existing grade of the beach access as shown on the drawing detail. Compact the subgrade to 98% of the modified proctor in accordance with T -180. Form the footing and place the steeL Leave connecting steel above elevation of footing to connect to beach access. Backfill around footing with beach sand from excavation. 24.3 Method of Measurement The measurement of the beach access footing shall be the number oflineal feet of footing at the detailed width, in place, and accepted by the City. . 24.4 Method of Payment Payment shall be made at the contract unit price per Lineal Foot of BEACH ACCESS FOOTING, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 25. MATCH EXISTING PAVEMENT WITH TAPER 25.1 Definition At various locations at the limits of the project, the new pavement will need to taper to existing pavement at the beginning of the project, at side streets, and at the end of the project. The locations for making connections to existing pavement are called out on the plans. 25.2 Scope of Work ". The scope of work for this bid item shall include: the saw cut of the existing pavement at the connection point of the new improvement, the cleaning of the existing pavement 1 0 feet beyond the saw cut of sand and debris. Please an approved asphalt primer of the 1 0- foot area for the full width of the pavement. Match the initial asphalt surface course at the elevation of the existing at the saw cut and evenly taper the finished grade to existing with not more than ~ inch depth at the end. L:\COMMON\Clearwa!er\Beach Walk Cons! Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/20/2006 Page 20 of 43 BEACH WALK PHASES 2,3 & 4 CONTRACT # ,V:'-:'~.''-''\, SECTION VI- PROJECT SPECIFICATIONS . All materials shall be those approved for the surface course. 25.3 Method of Measurement The measurement of the connection to existing pavement shall be the number of each connection regardless of the width of the connection of in place and accepted connection. 25.4 Method of Payment Payment shall be made at the contract unit price Each to MATCH EXISTING PAVEMENT WITH TAPER, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 26. BACKFILL SAND/SEAT WALL TO 30" 26.1 Definition The Sand/Seat Wall runs along the length of the project. The height of the seat varies along the length. To meet the elevations shown on the drawing detail, the existing elevations will need to be raised to match the detailed distance the seat can be above the sand at 30 inches. . 26.2 Scope of Work The scope of work for this bid item is to complete the installation of the Sand/Seat Wall, including the seat cap. At a measured distance of30 inches down from the surface of the seat, the sand backfill will be placed against the Sand/Seat Wall and taper away from the wall to meet existing grade in 10 feet. Available beach sand shall be used, as excavated from the placement of the Sand/Seat Wall. Any additional sand will be from a location approved by the City. The placement of the sand will not require compaction. 26.3 Method of Measurement Measurement of the backfill of the Sand/Seat Wall shall be the number of lineal feet of backfill in place and accepted. 26.4 Method of Payment Payment shall be made at the contract unit price per Lineal Foot of BACKFILL SAND/SEAT WALL TO 30", which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 27. INSTALL TEMPORARY INLET - FDOT TYPE 10 (DELETED) . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe VI - BWD.doc 9/2012006 Page 21 of 43 .. . (. BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 28. ADA RAMP COMPLETE FULL WIDTH -10' 28.1 Definition There are several locations within the project where American Disability Act type ramps will need to be constructed. The ramps shall be constructed complete. 28.2 Scope of Work The scope of work shall include the preparation of the base for the placement of a 6" colored concrete slab, two 18" deep gravity walls, required handrails, and incidental work to make a completed ADA ramp in accordance with the detail and the adopted requirement of the Act. The gravity walls shall be installed with proper anchors for the railing in accordance with FDOT Gravity Wall index number 520, at the location shown on the plans to the dimensions shown on the detail of the drawings. The based under the ramp shall be brought to the elevations on the plans sufficient so that when the ramp is installed, the final grades will be met. The subgrade shall be compacted to 98% ofT-180. The colored concrete ramp shall meet the requirements as noted on the hardscape drawings, and match to the landing in the sidewalk on either end of the ramp at the grades shown on the plans. Install hand railings on both sides of the ram on top of the installed gravity wall. 28.3 Method of Measurement The measurement of the ADA Ramp Complete is the number of lineal feet of ADA RAMP FULL- WIDTH - 10" BASE PREPARATION in place and accepted. The measurement includes the gravity wall, handrail, and necessary incidental work to complete the installation. The measurement shall start at the end of the landings at either end of the map, and shall include any extension of the gravity wall or handrail beyond that point to meet code requirements. 28.4 Method of Payment Payment shall be made at the contract unit price per Lineal Foot of for the installation of an ADA RAMP COMPLETE FULL WIDTH - 10', which price shall be full compensation for all work materials, equipment, tools, labor and incidentals necessary to complete the work. 29. DUNE EXCAVATION OR BORROW 29.1 Definition Part ofthe Beach Walk improvements is the reshaping of the existing dunes. These dunes are along the beach frontage from the South Plaza to and around the Sundial Plaza. All the dunes are waterward of the CCCL. The existing dunes will be reshaped in place, others will require off-site borrow sand and relocated to fit the Beach Walk beach access ramps. This L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Conb' Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/2012006 Page 22 of 43 '^"\\ . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS phase of the work is to remove that portion of the dunes that are in conflict with the proposed improvements of Beach Walk. That portion of the dunes within the limits of the improvements of the Beach Access and the Sand/Seat Wall will be removed as shown on the drawings. 29.2 Scope of Work All of the dunes to be reshaped are seaward of the Coastal Control Construction Line (CCCL), and work in this area must follow the conditions of the permit granted by the Florida Department of Environmental Protection (FDEP). Beaches and Coastal System (B&CS) Division Permit No. PI-594. The Notice to Proceed was received on May 23, 2006. A copy of the permit is attached and made a part of these documents. All conditions of the permit are to be followed under these contract documents. Documents referred to in the permit but not part of these contract documents can be viewed at the office of the Director of Public Works, Suite 220, 100 South Myrtle Avenue, Clearwater, Florida 33576, during normal office hours. Upon completion of the excavation, the site should be made to drain in the same direction as in the pre-development condition. 29.3 Method of Measurement The measurement of the work shall be the volume of sand removed as calculated from the topographic information obtained for the permit application and provided as the existing condition survey, to the completed excavation in place and accepted. These measurements are based upon a survey prepared for conditions as of May 5, 2005, assuming non-destructive Hurricane Seasons during 2005,2006, and 2007. Should a destructive hurricane occur during anyone of these seasons, in the opinion of the City, the City shall provide a revised topographic survey to the same survey parameters as the City topographic survey ofthe excavated sand compared to the as-built topographic survey by the contractor following acceptance. 29.4 Method of Payment Payment shall be made at the contract unit price per cubic yard of DUNE SAND EXCAVATION or DUNE SAND BORROW OFF-SITE material meeting the permit conditions as to size and color, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 30. DUNE SAND REPLACEMENT 30.1 Definition Part of the Beach Walk improvements is the reshaping of the existing dunes and placement of new dunes. These dunes are along the beach frontage from the South Plaza to and around the Sundial Plaza. The existing dunes will be reshaped in place, others will require off-site borrow sand and relocated at a new location to fit the Beach Walk beach access ramps. This L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI . BWD.doc 9/20/2006 Page 23 of 43 . . . BEACH WALK PHASES 2, 3 &. 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS phase of the work is to replace that portion of the dunes that are in conflict with the proposed improvements of Beach Walk and additional off-site borrow sand at the locations shown on the plans.. 30.2 Scope of Work All of the dunes to be reshaped or constructed are seaward of the Coastal Control Construction Line (CCCL), and work in this area must follow the conditions ofthe permit granted by the Florida Department of Environmental Protection (FDEP) Beaches and Coastal System (B&CS) Division. Upon completion of the placement, the site should be made to drain in the same direction as in the pre-development condition. 30.3 Method of Measurement The measurement of the work shall be the volume of sand placed as calculated from the topographic information obtained from the excavation of the dunes to the completed reconstruction survey in place and accepted. The Contractor shall provide a topographic survey of the reconstructed dunes to the same survey parameters as the Contractor's topographic survey of the excavated area. The survey shall be provided following acceptance. 30.4 Method of Payment Payment shall be made at the contract unit price per cubic yard of DUNE OFF-SITE SAND PLACEMENT AND ON-SITE PLACEMENT, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 31. REMOVING UTILITY SYSTEM, WATER MAINS AND WASTEWATER MAINS 31.1 Definition The City of Clearwater requires on all redevelopment projects that all underground utilities be removed from the site during construction. This requirement will only be required when the removal of the utility is cost effective. Ifnot cost effective in the opinion of the City, the abandoned utility can be abandoned in place. 31.2 Scope of Work Utilities to be removed to install new utilities within the six (6) feet of the existing utility will be removed as part of the installation of the new utility. Utilities to be removed that are greater than six (6) feet from the installation of the new utility shall be abandoned in two ways; L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 9/20/2006 Page 24 of 43 . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS One (1) ifthe city determines that it is cost effective to remove the utility from the project site, the pipe is to be removed from the existing location, the area filled and compacted in accordance to standard trench backfill, and brought to grade. Where these are be within existing pavement to remain, the standard utility trench asphalt pavement replacement shall be provided; and Two (2), the utility if found to be more cost effective to remain in place per the City, shall be abandoned in place by a full grouting of the section to be abandoned and cap both ends to the satisfaction of the City. 31.3 Method of Measurement The method of measurement for the removal or abandoning existing utility pipe to be removed shall be by the lineal foot of pipe as measured from between both ends of pipe to be removed or abandoned, rounded to the nearest foot. Pipe size is the nominal dimension of the pipe inside diameter. 31.4 Method of Payment Payment shall be made at the contract unit price per lineal foot of UTILITY PIPE TO BE REMOVED < OR = 10" DIA., or UTILITY PIPE TO BE REMOVED> 10" AND < 20" DIA, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price per lineal foot of UTILITY PIPE TO BE ABANDONED IN PLACE < OR = 10" DIA, or UTILITY PIPE TO BE ABANDONED IN PLACE> 10" AND < 20" DIA., which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 32. CONCRETE CAP OF SHALLOW RECLAIMED WATER MAIN 32.1 Definition The previous installed Reclaimed Water Main in some cases within the project site is installed shallow that the minimum cover of36 inches was not met. In cases where the reclaimed water main is within the sub grade of proposed roadways or other features, the reclaimed water main shall be capped with a 6" deep concrete cap with minimum strength of 3,000 psi concrete. 32.2 Scope of Work The contractor shall expose the shallow reclaimed water main that would be within the proposed roadway sub-grade. Based on the depth below grade, as determined by the City, the contractor shall install a 6" concrete cap over the top of the pipe. The cap shall be a minimum L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/20/2006 Page 2S of 43 . . '. BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS of 18" wide and anchored on both sides of the pipe, leaving 6" of concrete covering the pipe. The cap shall be laid on solid ground on both sides of the pipe. 32.3 Method of Measurement The method of measurement for the installation of a concrete cap over the reclaimed water main shall be by the lineal foot of concrete cap as measured along the alignment of the pipe to be capped. 32.4 Method of Payment Payment shall be made at the contract unit price per lineal foot of CONCRETE CAP OF RECLAIMED WATER MAIN, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 33. RECONNECT EXISTING UTILITY SERVICES 33.1 Definition During the installation of new water, wastewater, and reclaimed water piping or when the existing services are found to have clean-outs or meters in conflict with the surface improvements in the opinion of the City, the existing service connection is to be reconnected with new service piping, clean-outs, or meters connections at locations determined by the City. The Contractor is to work with the City in identifying the services that are to be upgraded. The City will provide all meters. Connection at the new or existing main is part of the main installation. 33.2 Scope of Work The contractor shall identify a service that is connected to the existing main and notify the City. The City will verify the location and the City will determine the need to upgrade the service. For those services identified, the Contractor shall remove the old service connection and from the tap of the new utility installation run a service line to the location of the Clear- out of meter as identified by the City. The Contract will install a clean-out to the City standards, or make a meter connection, and then reconnect the water, wastewater, or reclaimed water lines to the new installation as noted by the City. All wastewater service reconnections shall be made to a grade that will eliminate any back flow of the service connection into the private connection. 33.3 Method of Measurement The method of measurement for the installation of a utility service connection shall be by the actual lineal foot of pipe of any size equivalent of the existing service, and the individual item of clean-outs and meter connections measured as each. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 912012006 Page 26 of 43 " ~, . . '. BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 33.4 Method of Payment Payment shall be made at the contract unit price per lineal foot of UTILITY SERVICE LINE RECONNECTION, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price per each of UTILITY SERVICES CONNECTION CLEAN-OUT, OR UTILITY SERVICES CONNECTION TO METER, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 34. OFF-SITE BORROW 34.1 Definition The majority of the project will use the existing on-site material. Most of the site is within one foot of the existing elevations and grades. However, a portion of South Gulfview realignment in front of the new resorts, Hyatt Resort and Clearwater Beach Resort, has South Gulfview Realignment raised in grade that an amount of off-site borrow will be needed to bring this area in Phase II up to grade. The distance from Station 1123+00 to 1135+50 will rise to elevation 9.00, and the Promenade will rise to an elevation of 10.00. 34.2 Scope of Work The Contractor shall prepare the existing ground surface following the removal of the demolished concrete and asphalt pavement from the parking and street areas to a level grade as part ofthe rough grading of the site. The Contractor shall have the area within the limits of filling surveyed to establish a beginning surface. Borrow material shall conform to Section 120-6 of the FDOT Standard Specifications. Once approved by the City, it shall be hauled onto the site in one operation, and stockpiled within the working area of Phase II. The borrow material shall be placed as embankment onto the site to the sub-grade elevation determined from the finished grades shown on the plans. When the borrow material has been placed, the Contractor shall have the area within the limits previously surveyed resurveyed to establish the finish grades of the filled areas. All filled areas shall be tested for 98% of the Modified Proctor for T-180. 34.4 Method of Payment Payment shall be made at the contract unit price per cubic yard of OFF-SITE BORROW IN PLACE, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/20/2006 Page 27 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # ,.n,,,,,:;. .-............----.----...-.-----~.---..-.------.----.-.--.--.--.-.~.._._.___'_.M___M______.__________._._____'__"'__'.'_"'_"_"_'''__'' . 35. EROSION AND SILTATION CONTROL SECTION VI - PROJECT SPECIFICATIONS 35.1 Definition The City Technical Specification Section VII Article 38 Erosion and Siltation Control governs this project, however the Article 38 Does not have any measurement or payment sub articles. This Project Specification is the define the method of measurement and method of payment. 35.2 Scope of Work The contractor shall follow the scope of work as defined in Article 38 All wastewater service reconnections shall be made to a grade that will eliminate any back flow of the service connection into the private connection. 35.3 Method of Measurement The Method of measurement will be by the lineal foot of install erosion control barriers. Contingency items will be measured as lump sum items and will be used only if instructed by the City to control unusual erosion control situations. . The Contingency item for use of Calcium Chloride as a dust control effort would be measured by the Ton of with truck weight tickets. 35.4 Method of Payment Payment shall be made at the contract unit price per lineal foot of FLOATING TURBIDITY BARRIER, which price shall be full compensation for all work, materials, equipment, tools, labor, maintenance, and incidentals necessary to complete the work. Payment shall be made at the contract unit price per lineal foot INSTALL SILT FENCE, which price shall be full compensation for all work, materials, equipment, tools, labor, maintenance, and incidentals necessary to complete the work. Payment when authorized by the City shall be at the contract unit price per ton of DUST CONTROL - CALCIUM CHLORIDE (CONTINGENCY), which price shall be full compensation for all work, materials, equipment, tools, labor, maintenance, and incidentals necessary to complete the work. . Payment for all other means and methods of erosion and siltation control used by the contractor to comply with Article 38 of Section VII City of Clearwater Technical Specifications shall be part of the contract lump sum price of EROSION CONTROL MANAGEMENT, which price shall be full compensation for all work, materials, equipment, tools, labor, maintenance, and incidentals necessary to complete the work. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Conlr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- aWD.doc 9/2012006 Page 28 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # '-:""" . SECTION VI - PROJECT SPECIFICATIONS 36. ASPHALT PAVEMENT 36.1 Definition The purpose of this Project Specification is to redefine the unit pay item for the use of asphalt on the project. The change for surface course asphalt is from tons to square yards of asphalt in place. Leveling Course or Binder is by the ton. 36.2 Scope of Work All work in this Project Specification shall be done per the City of Clearwater Technical Specification Section VII, Article 23. 36.3 Method of Measurement The method of measurement used for the amount of asphalt will be by number of square yards of surface course used for the listed bid item depth. Depth of measurement is as listed in the bid item. Tolerance is limited to 0.00 inches less than the stated depth, to 0.125 inches more than the stated depth. Depth shall be measured in the field at the time the asphalt is laid down. . 36.4 Method of Payment Payment shall be made at the contract unit price per square yard of SURFACE COURSE _ 1 ", SURFACE COURSE - 2", SURFACE COURSE - 3", or SURFACE COURSE 5/8", which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. Payment shall be made at the contract unit price per ton of LEVELING BINDER 110#11 "/SY, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 37. ON-SITE FILL 37.1 Definition The project is designed to match the existing street grades and still provide for the new improvements. The ON-SITE FILL will be the removing by excavation and stockpiling waste material on one portion of the project for use as fill on another portion of the project. 37.2 Scope of Work . The movement of earth shall be done in accordance with Section 120 of the FDOT Standard Specifications. Excavation from the widening portion of the project shall be used as fill for other portions of the project. The Excavated waste material from one Phase of the project L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/2012006 Page 29 of 43 . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS shall be stockpiled for use on the other Phases. Topsoil and organic soils shall be stockpiled separate from sandy soils. Topsoil shall be used in the top foot ofthe landscaped areas. 37.3 Method of Measurement The method of measurement shall be by before and after survey of the stockpile at the end of anyone Phase. Separate volumes will be recorded for the topsoil and the sandy soils. 37.4 Method of Payment Payment shall be made at the contract unit price per cubic yard of OFF-SITE FILL, which price shall be full compensation for all work, materials, equipment, tools, labor and incidentals necessary to complete the work. 38. NUTRIENT SEPARATING BAFFLE BOX (NSBB) 38.1 Definition The method used to treat the runoff of the storm sewer system is to install two Nutrient Separating Baffle Boxes within the project. The Baffle Boxes are located one on the south side of Fifth Street east of Frontage Road "A", and the other on the south side of Second Street west of Coronado Drive, as shown on the Storm Sewer (ST) details ofthe plans. The Baffle Box shall be that manufactured by Suntree Technologie~ Inc. or equal. 38.2 Scope of Work The Baffle Boxes are part of the approval obtained when negotiating with the Florida Department of Environmental Protection (FDEP) Storm Water Division under permit No. 52- 0244761-002 issued September 27,2006. Work on the Baffle Boxes must follow the conditions of the permit. A copy of the permit is attached and made part of these documents. All conditions ofthe permit shall be followed under these contract documents. Documents referenced in the permit, but not part of these documents can be reviewed at the office of the Director of Public Works, Suite 220, 100 South Myrtle Ave., Clearwater Florida 33756, during normal working hours. The Structures are Pre-Cast concrete as shipped from the manufacturer and assembled on site. The physical specifications of the Nurtirent Separating Baffle Box are as follows: 1. The structure of the box will be precast concrete. The concrete will be 28 day compressive strength fc = 5,000 psi. Steel reinforcing will be ASTM A - 615 Grade 60. Structure will support an H2O loading as indicated by AASHTO. The joint between the concrete sections will ship lap and the joint sealed with Ram-Nek or equal butyl rubber joint sealant. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/20/2006 Page 30 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # ,i:','", "\ SECTION VI - PROJECT SPECIFICATIONS . 2. The inside" surface of the nutrient separating screen system shall be positioned approximately 4" above the static water level within the baffle box. The nutrient separating screen system shall have a minimum of6" of vertical adjustment. The adjustment method shall be a system with brackets that are attached to the sides of the screen system that will slide vertically along four 3" x 3" aluminum square poles. Two stainless steel bolts on each bracket can be tightened to lock the screen system in place, or loosened to allow for vertical adjustment of the screen system. The square poles are anchored to each baffle wall by 1/2" minimum diameter stainless steel bolts. The nutrient separating screen system shall have a minimum of 3" ofhori- zontal adjustment in the direction of the length of the concrete structure. The brackets that clamp the vertical adjustment poles to the side of the screen system can be repositioned to allow of horizontal adjustment. . The nutrient separating screen system shall have a section adjacent to the inflow which is hinged and can be opened for cleaning. This section will function as a screened ramp to direct debris into the main body of the screened system. The sides of this section will be made of stainless steel screen and transition in vertical height from 8" tall nearest the inflow to the height of the main body of the screen system. The lower sides along this inflow section will provide bypass for water flow around the main body of the screen system if necessary. The cross sectional area of the bypass around the screen system will be equal to or exceed the cross sectional area of the inflow pipe. The nutrient separating screen system shall give access from above grade to the lower sediment collection chambers by the following method. The bottom ofthe screen system will contain hinged screened doors that can be opened in such a way as to allow adequate access for a vacuum truck to remove everything in all the lower collection chambers. For deep structures, the screen system bottom doors will be fitted with a stainless steel cable system to easily open the doors from the surface access points. Stainless steel cable to be 1/8" in diameter minimum and all fittings to be stainless steel. Stainless steel guides and keepers are used to guide and hold cable end under center top opening from nutrient separating screen system bottom doors. . The screen system structure will be a welded aluminum framework spanned by stainless steel screen, be rectangular in shape, and be formed to make a bottom, 2 long sides, and 1 end; the top and 1 end will remain open. The screen system will consist of panel sections that are held together with stainless steel bolts. When the panel sections are unbolted and separated from each other they must be able to pass through an access hatch or manhole in the top ofthe batlle box for removal pwposes. The aluminum frame work will be made of mostly 2" x 2" x y,." aluminum angle L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- aWD.doc 9/2012006 Page 31 of43 t:"'--'-""':\ . . . BEACH WALK PHASES 2,3 & 4 CONTRACT # ."~-"-"--""''''-''--''''-'-'-'-'---__'''M'''__M'___' SECTION VI - PROJECT SPECIFICATIONS beam. The screen used to span the aluminum frame is described as follows: Flattened expanded stainless steel sheet:y.. No. 13; Open area = 75%; Grade = 304 Stainless Steel. The screen will be attached to the screen system frame by sandwiching the screen to the aluminum frame between a series of 1 1/4" x 1 1/4" x 3/16" aluminum bars and welded in place. A turbulence deflector will be attached near the top of each of the baftles with W' stainless steel through bolts and stainless steel fender washers. The turbulence deflectors will be made from laminated fiberglass and measure 3/8" in thickness. The turbulence deflectors will form a horizontal ledge that measures 10" from the downstream side of each baffie and span the full width of the baftle box. A skimmer and boom system will be positioned near the outflow end of the structure between the second baffie and the end wall of the concrete structure. The skimmer will consist of a 3/8" thick fiberglass panel braced by an aluminum frame. The skimmer will be attached to the sides of the concrete structure via an aluminum angle bracket. The bottom of the skimmer will be positioned so that it 6" below the static water level. A Sun-tree Technologies Storm Boom Type 4 will float in front of the skimmer and serve to capture hydrocarbons. The Storm Boom will have a leash to keep it in place. 3. Storm Boom Type 4 is filled with a polymer crumb filler and has a fine sieve size covering. Its spectrum of absorption is limited to hydrocarbons which it absorbs on contact by chemically bonding with the hydrocarbon molecules. The polymer crumb filler will not absorb water and can float indefinitely, and it will not biodegrade. It is recommended that this boom be replaced as needed, based on visual observations (when it starts to darken and look contaminated). This Storm Boom is recommended for use in the Nutrient Separating Baftle Box near the outflow. 4. Access to the interior of the completed structure will be provided by hatches cast into the concrete top. There will be a minimum of3 (three) hatches for structures 120" or longer in length. Hatches will be hot dipped galvanized steel and will be sized according to the structure length and width. Hatches will be provided with compression springs for easy opening. Hatches will be reinforced to an AASHTO H-20 wheel load. Hatches to be U.S. Foundry Model AHS or equal. 38.3 Method of Measurement The measurement of the Nutrient Separating Baffle Box Complete is by the number of each Nutrient Separating Baffie Box in place operating and accepted. The measurement includes all internal components and the Storm Boom Type 4 inserts required to absorb the hydrocarbons. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/2012006 Page 32 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # [-:::t::r+,~ SECTION VI - PROJECT SPECIFICATIONS . 38.4 Method of Payment Payment shall be made at the contract unit price per each for the installation of the Nutrient Separating Baffle Box, which price shall be full compensation for all work materials, equipment, tools, labor and incidentals necessary to complete the work. . . L:\COMMON\Clearwaler\Beach Walk Const Docs Ph 2-4\Conlr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/20/2006 Page 33 of 43 (\1 . ~. . BEACH WALK PHASES 2, 3 & 4 CONTRACT # .........................__....._...._~.__...._-_.._--_._.-------..--- SECTION VI - PROJECT SPECIFICATIONS PARTC INTRODUCTION: The project specification section has been provided in three parts, Part A identifies the description, and applicable specification for each bid item, Part B provides the project specifications for the Civil Construction work noted on the Demolition Plans, Roadway Plans, Drainage Plans, Utility Plans, and Signing and Pavement Marking Plans. Part C provides the project specifications for the Architectural Construction work noted on the Hardscape Plans, Landscape Plans, and Irrigation Plans. 1. COLORED AND TEXTURED CONCRETE 1.1 Definition The project site has color additive and textured concrete along the hike/bike trail, the Promenade, within the Plaza and special sitting areas, at beach access points and within street crosswalk areas. See Sheet HS-O Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color and manufacturer or equal information. 1.2 Scope of Work The scope involves mixing the color additive and specified aggregate and sandblasting to the specified concrete according to the manufacturer specifications, placing the concrete over the specified subsurface and base material as per the civil engineering drawings, texturing and scoring the concrete as per the plans and specifications. 1.3 Method of Measurement The method of measurement shall be by number of square feet in place, installed and specified and approved. 1.4 Method of Payment Payment shall be made at the contract unit price per square foot of surface area that was placed and approved, which price shall be full compensation for all work, materials, equipment, tools, labor, and incidentals necessary to complete the work. 2. FREE-STANDING LANDSCAPE PLANTERS BY TYPE AND LOCATION 2.1 Definition The project site has free standing landscape planters specified by both type and locations throughout the project area. The planters will contain permanent plantings as well as seasonal L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9/20/2006 Page 34 of 43 J,,",", . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS flowers and irrigation. See Sheet HS-O / Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information. 2.2 Scope of Work The scope includes placing the planters as specified and as approved. Planters to be filled with soil mixture, plant material and irrigated as specified in the landscape and irrigation plans and specifications. 2.3 Method of Measurement The method of measurement shall be by number and type of planters specified, installed and approved. 2.4 Method of Payment Payment shall be made at the contract unit price per planter by type and size. 3. BIKE RACKS 3.1 Definition The project site has bike racks specified by quantity and locations throughout the project area. See Sheet HS-O/Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information. 3.2 Scope of Work The scope includes placing and installation of the bike racks as per the manufacturer's specifications. All bike racks will be permanently mounted to the pavement that they are located on. 3.3 Method of Measurement The method of measurement shall be by number of bike racks specified, installed and approved. 3.4 Method of Payment Payment shall be made at the contract unit price per bike rack. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9120/2006 Page 35 of 43 " . .. . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 4. BOLLARDS BY TYPE 4.1 Definition The project site has bollards specified by quantity, type and locations throughout the project area. Certain bollards are removable. See Sheet HS-O / Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information. 4.2 Scope of Work The scope includes placing and installation of the bollards as per the manufacturer's specifications. 4.3 Method of Measurement The method of measurement shall be by number ofbollards specified, installed and approved. 4.4 Method of Payment Payment shall be made at the contract unit price per bollard. 5. DRINKING FOUNTAINS 5.1 Definition The project site has drinking fountains specified by type and location throughout the project area. See Sheet HS-O/Hardscape General Information and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer. 5.2 Scope of Work The scope includes placing and installation of drinking fountains as per the manufacturer's specifications. All connections to the water source. 5.3 Method of Measurement The method of measurement shall be by number of drinking fountains specified, installed and approved. 5.4 Method of Payment Payment shall be made at the contract unit price per drinking fountain. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI. BWD.doc 912012006 Page 36 of 43 { .". "'::\~ . '. \. BEACH WALK PHASES 2,3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 6. WASTE RECEPTACLES 6.1 Definition The project site has waste receptacles specified by type and location throughout the project area. See Sheet HS-O / Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information. 6.2 Scope of Work The scope includes placing and installation of the waste receptacles as per the manufacturer's specifications. All waste receptacles will be permanently mounted to the surface upon which they are placed. 6.3 Method of Measurement The method of measurement shall be by number of waste receptacles specified, installed and approved. 6.4 Method of Payment Payment shall be made at the contract unit price per waste receptacle. 7. BENCHES BY TYPE AND LOCATION 7.1 Definition The project site has benches specified by type and location throughout the project area. See Sheet HS-O/Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color and manufacturer or equal information. 7.2 Scope of Work The scope includes placing and installation of the benches as per the manufacturer's specifications. All benches will be permanently mounted to the surface upon which they are placed. 7.3 Method of Measurement The method of measurement shall be by number of benches specified, installed and approved. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 9120/2006 Page 37 of43 ::....;~ . . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # ... H_'''_''~''''_''_'''_'_''''_'''____'~'__'__'__'''''___M'_'________._____.___ SECTION VI - PROJECT SPECIFICATIONS 7.4 Method of Payment Payment shall be made at the contract unit price per bench. 8. TREE GRATES 8.1 Definition The project site has tree grates specified by type and location throughout the project area. The tree grates are located within the wave sitting areas, at beach access #6 and along Coronado Drive, Harnden Street and South Gulfview Boulevard. See Sheet HS-O / Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information. 8.2 Scope of Work The scope includes placing and installation of the tree grates as per the manufacturer's specifications. All tree grates will be installed as per the construction details shown on the HS Series ofHardscape Constructions Plans. 8.3 Method of Measurement The method of measurement shall be by number of tree grates specified, installed and approved. 8.4 Method of Payment Payment shall be made at the contract unit price per tree grate. 9. SHADE STRUCTURES 9.1 Definition The project site has shade structures specified by type and location within the Sundial Plaza and the Garne Board Plaza. See Sheet HS-O / Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information. 9.2 Scope of Work The scope includes placing and installation of the shade structures as per the manufacturer's specifications. All shade structures will be installed as per the construction details shown on the HS Series of Hardscape Construction Plans. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs. Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 912012006 Page 38 of 43 l' ',?~." '. . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 9.3 Method of Measurement The method of measurement shall be by number of shade structures specified, installed and approved. 9.4 Method of Payment Payment shall be made at the contract unit price per shade structure. 10. BEACH SHOWERS AND TURTLE SCULPTURES 10.1 Definition The project site has beach showers with a turtle sculpture located at each beach access way. See Sheet HS-O / Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information. 10.2 Scope of Work The scope includes placing and installation of beach shower as per the manufacturer's specifications including the attachment of the fiberglass turtle sculptures. All beach showers with a turtle sculpture will be installed as per the construction details shown on the HS Series of Hardscape Construction Plans. All installations are to include the attachment of each shower to the potable water system and additional hose bib connections are included in this work provided within the civil engineering drawings. 10.3 Method of Measurement The method of measurement shall be by number of beach showers with a turtle sculpture specified, installed and approved. 10.4 Method of Payment Payment shall be made at the contract unit price per beach shower with a turtle sculpture. 11. SUNDIAL PLAZA FOUNTAIN AND GNOMON 11.1 Definition The Sundial Plaza Fountain and Gnomon is located within the Sundial Plaza. See Sheet HS- o / Hardscape General Information for Materials and Furnishings Schedule which include detailed information regarding symbols, type, description, finish, color, and manufacturer or equal information and HD Series of Hardscape Construction Plans. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe VI _ BWD.doc 9/2012006 Page 39 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # ."............-...--.-..-.-....--.- .-...___.._~.....w__.__..______....___.___ . --------..----..----..----..--..--.....--..-..-. SECTION VI - PROJECT SPECIFICATIONS . 11.2 Scope of Work The scope of work includes installation of the fountain structure, piping, spray heads, water conveyance and source and electrical equipment and connections as per the manufacturer's specifications and as shown in Detail B/HD-3 and C/HD-3 and Details A through E on HD-4. 11.3 Method of Measurement The method of measurement shall be based on the completed installation as approved. 11.4 Method of Payment Payment shall be made as a lump sum 12. SAND/SEATWALL 12.1 Definition . The project site has a sand/seat wall running along the hike/bike trail from the Pier 60 area south to the parking lot. The sand/seat wall is intermittent and runs from beach access to beach access. A similar seating wall is included in the Game Board Plaza and Sundial Plaza and South Gateway Plaza areas. 12.2 Scope of Work The scope of work includes placing of concrete footings, retaining wall and pre-cast concrete caps as per the construction details shown on the HD Series of Hardscape Construction Plans. 12.3 Method of Measurement The method of measurement shall be by number of lineal foot of sand/seat wall specified, installed and approved including concrete footings, retaining wall and pre-cast concrete caps and the specified finishes. 12.4 Method of Payment Payment shall be made at the contract unit price per lineal foot of sand/seat wall as placed and approved, which price shall be full compensation for all work, materials, equipment, tools, labor, and incidentals necessary to complete the work. . L:\COMMON\Cleanvater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9120/2006 Page 40 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # './ --~, " SECTION VI - PROJECT SPECIFICATIONS . 13. SAND WALL (DELETED) 14. ACCENT PIERS 14.1 Definition The project site has accept piers at the terminus ofthe sand/seat walls at the beach access points running wall along the hike/bike trail from the Pier 60 area south to the parking lot. Accent piers area also included in the Game Board Plaza. 14.2 Scope of Work The scope of work includes placing of concrete footings, forming the piers and setting the pre-cast caps and providing the specified treatments and finishes as per the construction details shown on the HD Series ofHardscape Construction Plans. 14.3 Method of Measurement The method of measurement shall be by number of accent piers specified, installed and approved including concrete footings, pier, cap, and specified finishes. . 14.4 Method of Payment Payment shall be made at the contract unit price per accent pier placed and approved, which price shall be full compensation for all work, materials, equipment, tools, labor, and incidentals necessary to complete the work. 15. GAME BOARD PLAZA SCULPTURE 15.1 Definition The Game Board Sculpture is located within a raised planter within the Game Board Plaza. 15.2 Scope of Work The scope of work includes installation of the sculpture and foundation footings and as shown in Detail D/HD-7 on the HD Series of Hardscape Construction Plans. Electrical connections and uplights are included in this installation. 15.3 Method of Measurement The method of measurement shall be based on the completed installation as approved. . L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI - BWD.doc 9/20/2006 Page 41 of 43 I...""" .. . . BEACH WALK PHASES 2, 3 & 4 CONTRACT # SECTION VI - PROJECT SPECIFICATIONS 15.4 Method of Payment Payment shall be made as a lump sum which price shall be full compensation for all work, materials, equipment, tools, labor, and incidentals necessary to complete the work. 16. CHESS/CHECKER/BACKGAMMON BOARD 16.1 Definition The chess/checker and backgammon boards are located within seat all cap shown on the raised planter within the Game Board Plaza. 16.2 Scope of Work The scope of work includes the fabrication of the tiles and their installation into the installation of the seat wall cap shown on the raised planter within the Game Board Plaza and as shown in Details B&E/HD-7 on the HD Series of Hardscape Construction Plans. 16.3 Method of Measurement The method of measurement shall on a Lump Sum price based on the completed installation as approved. 16.4 Method of Payment Payment shall be made as a lump sum which price shall be full compensation for all work, materials, equipment, tools, labor, and incidentals necessary to complete the work. 17. NORTH GATEWAY SIGN WALL AND SIGN WITH LIGHTING 17.1 Definition The north gateway sign wall and sign with lighting are located within at the intersection of South Gulfview Boulevard and Coronado Drive within a median area of the street. 17.2 Scope of Work The scope of work includes the construction of the footings, walls, finishes and fabrication of the sign including LED lighting, landscape up lighting and electrical connections as shown in Details C&D/HD-8 on the HD Series of Hardscape Construction Plans. 17.3 Method of Measurement The method of measurement shall on a Lump Sum price based on the completed installation as approved. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VI- BWD.doc 912012006 Page 42 of 43 BEACH WALK PHASES 2, 3 & 4 CONTRACT # ........_..~_....._...__..._.._.........._."".........._.._----..- , . SECTION VI - PROJECT SPECIFICATIONS 17.4 Method of Payment Payment shall be made as a lwnp swn which price shall be full compensation for all work, materials, equipment, tools, labor, and incidentals necessary to complete the work. 18. SOUTH GATEWAY SIGN WALL AND SIGN WITH LIGHTING 18.1 Definition The south gateway sign wall and sign with l~ting are located within at South Gulfview Boulevard and along the east side of south 5 Street. 18.2 Scope of Work The scope of work includes the construction of the footings, walls, fInishes and fabrication of the sign including LED lighting, landscape uplighting and electrical connections as shown in Details B, C&D/HD-8 on the lID Series ofHardscape Construction Plans. 18.3 Method of Measurement . The method of measurement shall on a Lwnp Swn price based on the completed installation as approved. 18.4 Method of Payment Payment shall be made as a lwnp swn which price shall be full compensation for all work, materials, equipment, tools, labor, and incidentals necessary to complete the work. .---.-...." . L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs. Tech Specs\CONTRACT DOCUMENTS-SEC VI _ BWD.doc 9120/2006 Page 43 of 43 I , r. . . ",~, . ':'- "'->"" . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 1 SCOPE OF WORK 1.1 SCOPE DESCRIPTION Project Narne: BEACH WALK - PHASES 2, 3 & 4 OR PHASES II, III AND IV ON PLANS Project Number: Scope of Work: The Beach Walk project is one of many projects within the Beach by Design proposed improvements to Clearwater Beach. The purpose of this project is to improve the deteriorating beachfront and improve through traffic flow to and from Sand Key. The limits of the project are all of the improvements within the rights-of-way and designated easements of South Gulfview Boulevard, Harnden Drive, Bayway Boulevard, 5th Street, and 3rd Street, described as follows: 1. South Gulfview Boulevard from South of Fifth Street (Station 1111 +20) then west and northwest along the beachfront and Pier 60 parking lot to the intersection of Coronado Drive (Stations 1136+31.66 and 2137+00) including the South Beach Parking Lot, the parking lot between South Gulfview Boulevard and the beach, reshaping of dunes within the beach to harmonize with the construction of this project, and the improvements within Pier 60 parking lot to the Pier 60 facilities noted on the plans. Portions of the east half of South Gulfview Boulevard south of 3rd Street (Station 124+00) to north of 1 sl Street (Station 131 +00) shall remain as is to provide access to the existing development prior to any resort development and are not within the contract limits; 2. Fifth Street from the intersection of the new South Gulfview Boulevard (Station 509+35.60) to west of Coronado Drive (Station 512+25.00) with full improvements and drainage improvements. 3. Installation of Landscape bulbs, placement of the final 1 " of surface course and pavement markings to provide Coronado Drive as a 3-lane roadway. Improvement limits are on Harnden Drive from South Gulfview Boulevard intersection (Station 800+40.00 to 804+50.00) and Coronado Drive from Harnden Drive (Station 700+00.00) to Second Street at Station 717+25.00). The project scope includes alternatives to construction that must be authorized by the City and the Florida Department of Transportation (FDOT) before proceeding. Improvements shall be all those noted within the construction plans prepared by PBS&J entitled Beach Walk Phases 2, 3 and 4 ( or II, III and IV) and made part ofthis contract including, but not limited to all paving, sidewalks, promenade, crosswalks, beach trails and access points, beach activity areas for hardscape, landscape, lighting, irrigation, signing and pavement markings, and underground drainage, water, reclaimed water, and sanitary sewer improvements. Improvements shall also include the traffic signals at the intersection of South Gulfview Boulevard and Coronado Drive; a pedestrian signal at location of new South Gulfview Boulevard at the Sundial Plaza (old 3r Street). All improvements to be in accordance with the L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 1 9/20/06 c' .,'""~.~~'?,~\ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS construction plans prepared by DKS & Associates entitled "Beach by Design; Beach Walk - South Gulfview Boulevard Improvements Signalization Plans". Maintenance of vehicular traffic during construction shall be as provided as noted in the construction plans prepared by DKS & Associates entitled "Beach by Design; Beach Walk - South Gulfview Boulevard Improvements; Traffic Control Plans" The project includes furnishing all the materials, labor, means of installation, and maintenance until acce ted b the Cit . 1.2 SCOPE OF WORK CHECKLIST Project Name BEACH WALK PHASES 2.3 & 4 (or PHASES II. III AND IV) Project Number: The following Articles of the Technical Specifications will apply to this contract if marked "X" as shown below: 1 I)(J Scope Of Work 2 IZl Line, Grade And Record Drawings 3 ~ Definition Of Terms 4 Order And Location Of The Work 5 Excavation For Underground Work 6 Concrete 7 Excavation And Forms For Concrete Work 8 ~ Reinforcement 9 IZI Obstructions 10 ~ Restoration Or Replacement Of Driveways, Curbs, Sidewalks And Street Pavement 11 IZI Work In Easements Or Parkways 12 ~ Dewatering 13 IZl Sanitary Manholes 14 IZ1 Backfill 15 Street Crossings, Etc. 16 Raising Or Lowering Of Sanitary Sewer, Storm Drainage Structures 17 ~ Unsuitable Material Removal 18 Underdrains 19 Storm Sewers 20 Sanitary Sewers And Force Mains 21 Drainage 22 Roadway Base And Subgrade 23 Asphaltic Concrete Materials 24 Adjustment To The Unit Bid Price For Asphalt 25 General Planting Specifications 26 Hdpe Deformed - Reformed Pipe Lining 27 Plant Mix Driveways 28 ~ Reporting of Tonnage of Recycled Materials L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 2 9/20/06 -\ . . .. BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 29 [g] Concrete Curbs 30 IZJ Concrete Sidewalks And Driveways 31 [g] Sodding 32 ~ Seeding 33 [g] Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 [g] Material Used 35 Conflict Between Plans And Specifications 36 Street Signs 37 AudioNideo Tape of Work Areas 38 >< Erosion And Siltation Control 39 [g] Utility Tie In Location Marking 40 >< Award of Contract, Work Schedule And Guarantee 41 >< Water Mains and Appurtenances 42 Gas System Specifications 43 Tennis Courts 44 ~ Work Zone Traffic Control 45 Cured-In-Place Pipe Lining 46 [8 Specifications for Polyethylene Sliplining 47 D Specifications for PolyVinyl Chloride Ribbed Pipe 48 Gunite Specifications 49 Sanitary and Storm Manhole Liner Restoration 50 >\ Project Information Signs 51 In-Line Skating Surfacing System 52 X Resident Notification of Start of Construction 53 Gabions and Mattresses 54 [g] Lawn Maintenance Specifications 55 Milling Operations 56 Clearing and Grubbing 57 Riprap 58 Treatment Plant Safety 59 Traffic Signal Equipment and Materials 60 Signing And Marking 61 [g] Roadway Lighting 62 D Tree Protection 63 D Proiect Web Pages 2 LINE. GRADE AND RECORD DRAWINGS 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR Benchmarks to be used shall be those as shown on the plans. Control points (for alignment only) shall be established by the Engineer. Contractor shall submit cut sheets for all underground work L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 3 9/20/06 .. . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 24 hours in advance of commencement of the work for checking. Checking of cut-sheets does not relieve the Contractor of any responsibilities for any errors or conflicts whatsoever. Cut sheets shall be submitted in triplicate. The Contractor shall provide three complete sets of Record construction drawings prior to final payment being made. 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY At the completion of all work the contractor shall be responsible to have furnished to the project inspector a replacement of the wooden lath and stakes used in the construction of this project. Excessive stake replacement caused by negligence of Contractor's forces, after initial line and grade have been set, as determined by the City Engineer, will be charged to the Contractor at the rate of $1 00.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one-hour increments. Minimum charge is $100.00. The City will generate the project Record construction drawings. 3 DEFINITION OF TERMS For the purpose of these Technical Specifications the following definition ofterms shall apply: City City of Clearwater, Pinellas County, FL. Engineer The City Engineer of the City of Clearwater, Pinellas County, Florida, or his authorized representative. Contractor The person, firm or corporation with whom this contract or agreement has been made by the City of Clearwater or its duly authorized representative. Inspector An authorized representative ofthe City Engineer of Clearwater, assigned to make official inspections of the material furnished and the work performed by the Contractor. RD.D.T. The Standard Specifications for Road and Bridge Construction as Specifications issued by the Florida Department of Transportation (latest English edition). A.A.S.HT.O. American Association of State Highway and Transportation Officials. A. JY.S. American Welding Society A.S. T.M American Society for Testing Materials A.S.A. American Standards Association L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 4 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS A.N.S.I American National Standards Institute A. Jv. Jv.A. American Water Works Association o.S.HA. Occupational Safety & Health Administration A.C.1 American Concrete Institute Representative of Contractor The Contractor shall assign a responsible person or persons, one of whom shall be at the construction site at all times that work is progressing. The names and positions of these persons shall be submitted to the City Engineer at the time of the pre-construction conference. This person or persons shall not be changed without written approval of City Engineer. Estimated Quantities The Contractor's attention is called to the fact that the estimate of quantities as shown on the Proposal Sheet is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. The City does not assume any responsibility that the final quantities will remain in strict accordance with estimated quantities nor shall the contractor plead misunderstandings or deception because of such estimate of quantities or of the character or location of the work or of other conditions or situations pertaining thereto. 4 ORDER AND LOCATION OF THE WORK The City reserves the right to accept and use any portion of the work whenever it is considered to the public interest to do so. The Engineer shall have the power to direct on what line or street the Contractor shall work and order thereof. 5 EXCAVATION FOR UNDERGROUND WORK The contractor is responsible to take all necessary steps to conduct all excavation in a manner which provides for the successful completion of the proposed work while at all times maintaining the safety of the workmen, the general public and both public and private property. The contractor's methods of work will be consistent with the standard practices and requirements of all appropriate Safety Regulatory Agencies, particularly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in these plans and specifications, the methods of safety control and compliance with regulatory agency safety requirements are the full and complete responsibility of the contractor. For the purposes of the Contractor's safety planning in the bidding process, the contractor is to consider all excavation to be done in the performance of this contract to. be in soil classified as OSHA "Type C". The Contractor's attention is called to specific requirements of OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Conlr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 5 9/20/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS removal of water from the excavation, swface encumbrances and in particular the requirement of a "Competent Person" to control safety operations. The Contractor will identify his Competent Person to City staff at the start of construction. City staff are required from time to time to perform inspections, tests, survey location work, or other similar activity in an excavation prepared by the contractor. City staff in conformance with the OSHA Excavation Safety Requirements are to only enter an excavation in compliance with these OSHA standards. The City's staff reserve the option to refuse entry into the Contractor's excavation if, in the opinion of the City's staff, the entry into the Contractor's excavation is unsafe or does not conform OSHA requirements. If this circumstance occurs, the contractor must either provide the necessary safety requirements or provide alternate means for the accomplishment of the City's work at the Contractor's expense. The restoration quantities, if any, contained in the bid proposal for this contract to not contain sufficient quantities to allow the contractor to perform excavation work using strictly the "open cut" method whereby no shoring systems are used and trench side slopes are cut to conform to OSHA safety requirements without a shoring system. In addition to safety reasons, the Contractor is required to use excavation and trench-shoring methods in compliance with all safety requirements which allow the Contractor to control the amount of restoration work necessary to complete the project. Not more than one hundred (100) feet of trench shall be opened at one time in advance of the completed work unless written permission is received from the Engineer for the distance specified. For pipe installation projects, the trench shall be six (6) inches wider on each side than the greatest external horizontal width of the pipe or conduit, including hubs, intended to be laid in them. The bottom of the trench under each pipe joint shall be slightly hollowed, to allow the body of the pipe to rest throughout its length. In case a trench is excavated at any place, excepting at joints, below the grade of its bottom as given, or directed by the Engineer, the filling and compaction to grade shall be done in such manner as the Engineer shall direct, without compensation. 6 CONCRETE Unless otherwise directed, all concrete work shall be performed in accordance with the latest editions of the Design and Control of Concrete Mixtures by the Portland Cement Association, the American Concrete Institute, and FDOT's Standard Specifications. All appropriate testing shall be performed according to the American Society of Testing Materials. Unless otherwise specified, all concrete shall have fiber mesh reinforcing and have a minimum compressive strength of 3000 p.s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M-85. The aggregate shall conform to ASTM C-33. All ready mix concrete shall conform to ASTM C-94. The slump for all concrete shall be in the range of3" to 5", except when admixtures or special placement considerations are required. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all concrete placement. All concrete shall be tested in the following manner: L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 6 9/20/06 -\ . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS Placement of less than 5 cubic yards (cy) shall be tested at the Engineer's discretion. Otherwise, for each class, for each day, for every 50 cy or part thereof exceeding 5 cy, one set of 3 compressive strength cylinders will be required (I at 7 days and 2 at 28 days). At the discretion of the Engineer, unacceptable test results may require the Contractor to provide further tests, as determined by the Engineer, to determine product acceptability, or need for removal, and compensation or denial thereof. 7 EXCAVATION AND FORMS FOR CONCRETE WORK 7.1 EXCAVATION Excavating for concrete work shall be made to the required depth of the subgrade or base upon which the concrete is to be placed. The base or subgrade shall be thoroughly compacted to a point 6" outside said concrete work before the forms are placed. Concrete shall be poured "in the dry". 7.2 FORMS Forms for concrete work shall be either wood or metal (except curbs, metal only, unless by written permission from Engineer). They shall be free from warps or bends, shall have a depth equal to the dimensions required for the depth of the concrete deposited against them and shall be of sufficient strength when staked to resist the pressure of concrete without moving or spnngmg. 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete work. Bar reinforcement shall be deformed: ASTMA-A 615, Grade 60, steel shall be billet Intermediate or Hard Grade: Rail Steel A.A.S.H.T.O. M42. Twisted Bars shall not be used, Fabric Reinforcement shall conform to the requirements of AASHTO M55 (ASTM AI85). Welded deformed steel wire fabric for Concrete reinforcement shall meet the requirements of AASHTO M 221 (ASTM A497). Epoxy coated reinforcing Steel Bars shall meet ASTM 775/A77 M-86 requirements. 8.1 BASIS OF PAYMENT Reinforcement shall not be paid for separately. The cost of such work shall be included in the contract unit price for the item of work specified. 9 OBSTRUCTIONS Any pipes, conduits, wires, mains, footings, driveways, or other structures encountered shall be carefully protected from injury or displacement. Any damage thereto shall be fully, promptly, and properly repaired by the Contractor to the satisfaction of the Engineer and the owner thereof. Should it become necessary to change the position of water or gas or other pipes, sewer drains, or poles, the Engineer shall be at once notified of the locality and circumstances, and no claims for damages arising from the delay in adjusting the pipe, sewer drains or poles shall be made. Failure of the plans to show the location, nature or extent of any existing structures or L:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 7 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS obstructions shall not be the basis of a claim for extra work. Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a registered land surveyor. Any concrete removed due to construction requirements shall be removed to the nearest expansion joint or by saw cut. Contractor shall consult Inspector for the approved means. 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS. CURBS. SIDEWALKS AND STREET PAVEMENT Driveways, sidewalks, and curbs destroyed or damaged during construction shall be replaced and shall be the same type of material as destroyed or damaged, or to existing City Standards, whichever provides the stronger repair. All street pavement destroyed or damaged shall be replaced with the same type of material, to existing City Standards, unless the existing base is unsuitable as determined by the Engineer, then the base shall be replaced with City approved material. All replaced base shall be a minimum 8" compacted thickness, or same thickness as base destroyed plus 2", if over 6", and compacted to 98% of maximum density per AASHTO T- 180. Unless called for in the proposal as separate bid items, cost of the above work including labor, materials and equipment required shall be included in the bid price per lineal foot of main or square yard of base. The bid price for street pavement, restoration or replacement when called for in the proposals, shall include all materials, labor and equipment required to complete the work, and shall be paid for on a square yard basis. When replacement is over a trench for utilities, the area of replacement shall be limited to twice the depth of the cut plus twice the inside diameter of the pipe. All over this will be at the Contractor's expense. The bid price for restoration or placement of driveways, curbs and sidewalks, when called for in the proposals, shall include all materials, labor and equipment required to complete the work and shall be paid for on the basis of the following units: Driveways, plant mix - per square yard: concrete - per square foot; curbs - per lineal foot; sidewalk 4" or 6" thick - per square foot. Concrete walks at drives shall be a minimum of 6" thick and be reinforced with 6/6 X 10/10 welded wire mesh (also see Articles 8 and 30). The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all driveway, curb, sidewalk and street restoration and replacement work. 11 WORK IN EASEMENTS OR PARKWAYS Restoration is an important phase of construction, particularly to residents affected by the construction progress. The Contractor will be expected to complete restoration Activities within a reasonable time following primary construction activity. Failure by the Contractor to accomplish restoration within a reasonable time shall be justification for a temporary stop on primary construction activity or a delay in approval of partial payment requests. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 8 9/20/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS Reasonable care shall be taken for existing shrubbery. Contractor shall replace all shrubbery removed or disturbed during construction. No separate payment shall be made for this work. The contractor shall make provision and be responsible for the supply of all water, if needed, on any and all phases of the contract work. The contractor shall not obtain water from local residents or businesses except as the contractor shall obtain written permission. Reuse water is available for the Contractor's use without charge from the City's wastewater treatment plants, provided the water is used on City of Clearwater contractual work. Details for Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre- construction conference. The Contractor's use of reuse water must conform to all regulatory requirements. 12 DEWATERING Unless specifically authorized by the Engineer, all pipe, except subdrains, shall be laid "in the dry". The contractor shall dewater trench excavation as required for the proper execution of the work, using one or more of the following approved methods: well point system, trenched gravity underdrain system, or sumps with pumps. Well point systems must be efficient enough to lower the water level in advance of the excavation and maintain it continuously in order that the trench bottom and sides shall remain firm and reasonably dry. The well points shall be designed especially for this type of service, and the pumping unit used shall be capable of maintaining a high vacuum, and at the same time, of handling large volumes o~air as well as of water. The Contractor shall be responsible for disposing of all water resulting from trench dewatering operations, and shall dispose of the water without damage or undue inconvenience to the work, the surrounding area, or the general public. He shall not dam, divert, or cause water to flow in excess in existing gutters, pavements or other structures: and to do this he may be required to conduct the water to a suitable place of discharge may be determined by the Engineer. The cost of dewatering shall be included in the unit price bid per lineal foot of pipe, or, in the case of other underground structures, in the cost of such structures. . 13 SANITARY MANHOLES 13.1 BUILT UP TYPE Manholes shall be constructed of brick with cast iron frames and covers as shown on the drawings. Invert channels shall be constructed smooth and semicircular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be fonned by one of the following methods: form directly into concrete manhole base, build up with brick and mortar, lay half tile in concrete, or lay full section of sewer pipe through manhole and break out top half of pipe. The manhole floor outside of channels shall be made smooth and sloped toward channels. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 9 9/20/06 ,J,---_'-,., ~c --'" . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS Free drop in manholes from inlet pipe invert to top of floor outside the channels shall not exceed twenty four inches. Standard Drop Manholes shall be constructed wherever free drop exceeds twenty four inches. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of manholes. The entire exterior of brick manholes shall be plastered with one half inch of mortar. Brick used may be solid only. Brick shall be laid radially with every sixth course being a stretcher course. 13.2 PRECAST TYPE Precast Sanitary Manholes shall conform to this specification unless otherwise approved by the City Engineer. AASHTO M 85 Type II cement shall be used throughout with a minimum wall thickness of 5 inches. The precast sections shall conform to ASTM C 478 latest revision. Section joints shall be a tongue and groove with "ram neck" gasket or "0" ring to provide a watertight joint. Minimum concrete strength shall be 4000 psi at 28 days. Three sets of shop drawings and location inventory shall be submitted to the City Engineer for approval. Approval of shop drawings does not relieve contractor of responsibility for compliance to these specifications unless letter from contractor requesting specific variance is approved by the City Engineer. Location inventory submitted with shop drawing shall detail parts of manhole per manhole as numbered on the construction plans. All manhole parts shall be numbered or lettered before being sent to the job site to permit proper construction placement. A plan or list of the numbering system shall be present on the job site when manhole components are delivered. Precast manhole dimensions, drop entry, grout flow of channel, etc., shall be as shown on City of Clearwater Engineering Detail #302 Sheet 2 of3. Manhole sections shall be rejected if abused during shipping or placement and if pipe openings are not properly aligned. The "break in" to precast manholes for pipe entry will not be allowed. The manhole base shall be set on a pad of A 1 or A 2 Classification soil approximately five (5) inches thick to secure proper seating and bearing. Between the top of the manhole cone and the manhole cover frame, a manhole adjustment ring shall be installed. The intent of the manhole adjustment ring is to accommodate future grade changes without disturbing the manhole. 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) 1. All grade adjustments of manhole frame and cover assemblies shall be completed utilizing the following: High Density Polyethylene Grade Adjustment Rings - Comply with ASTM Standard D-1248 for recycled plastic. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 10 9/20/06 r i BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . a. Material properties shall be tested and certified for usage by the following ASTM methods: b. Property Test Method Acceptable Value c. Melt Flow Index ASTM D1238 0.3 to 30 g /10 min. d. Density ASTM D792 0.94 to 0.98 g / cm3 e. Tensile Strength ASTM D638 2.00 to 5 x 103 Ib / in 2 f. Polyethylene adjusting rings shall not be used when they are exposed to heated hot mix asphalt pavement. g. Tapered configuration: When used in a single configuration tapered adjusting ring thickness will range from 0.5 inch to 3.0 inch. h. Grade adjustment rings are to be installed on clean flat surfaces according to the manufacturer's recommendations with the proper Butyl Rubber sealant/adhesives. 2. The inside diameter of the adjustment ring shall not be less than the inside diameter of the manhole frame. 3. Manholes shall be constructed with at least two adjustment rings. 4. Maximum height of adjustment ring stack: 12 inches max. for new manholes and 16 inches max. on existing manholes. . 13.3 DROP MANHOLES Standard drop inlets to manholes shall be constructed of commercial pipe, fittings and specials as detailed on the drawings. 13.4 FRAMES AND COVERS Manhole frames and covers shall be set in a full bed of mortar with the top of the cover flush with or higher than finished grade as directed. Refer to Detail 301. 13.5 MANHOLE COATINGS The exterior and interior of all built up manholes shall be coated with two coats of bitumastic black solution 300 M as manufactured by Koppers Company, Inc. or approved equal. Interior of built up manholes which have sewers entering with a free drop or which receive discharge from a force main shall have the inside plastered with 1/2 inch of grout and coated as precast manholes below. The exterior and interior of all precast manholes shall be coated with at least 15 mils dry thickness of PRO CO EP 214 351 Epoxi Mastic as manufactured by Protective Coatings Inc. 13.6 CONNECTIONS TO MANHOLES . Connections to existing sanitary manholes using approved PVC sewer main shall be made with a manhole adapter coupling by Flo Control, Inc., or approved water stop coupling. L:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page II 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS \ . 14 BACKFILL Material for backfill shall be carefully selected from the excavated material or from other sources as may be required by the Engineer. Such material shall be granular, free from organic matter or debris, contain no rocks or other hard fragments greater than 3" in the largest dimension and all fill shall be similar material. Backfill placed around pipes shall be carefully placed around the sides and top of pipe by hand shovels and thoroughly compacted to 12" above the pipe by tamping or other suitable means. Backfill under all types of paving shall be compacted in layers not to exceed 12" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by the modified Proctor Density Test to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction of AASHTO T 180 Standard Density Test. The cost of backfill shall be included in the unit price bid per lineal foot of the pipe, or, in the case of other underground structures, in the cost of such structure. 15 STREET CROSSINGS. ETC. ., . At such crossings, and other points as may be directed by the Engineer, the trenches shall be bridged in an open and secure manner, so as to prevent any serious interruption of travel upon the roadway or sidewalk, and also to afford necessary access to public or private premises. The material used, and the mode of constructing said bridges, and the approaches, thereto, must be satisfactory to the Engineer. The cost of all such work must be included in the cost of the trench excavation. 16 RAISING OR LOWERING OF SANITARY SEWER. STORM DRAINAGE STRUCTURES Sanitary Sewer or Storm Drainage Structures shall be raised or lowered as indicated on the plans or as indicated by the Engineer. 16.1 BASIS OF PAYMENT Payment, unless covered by a bid item, shall be included in the cost of the work. 17 UNSUITABLE MATERIAL REMOVAL All unsuitable material, such as muck, clay, rock, etc., shall be excavated and removed from the site. All material removed is property of the Contractor, who shall dispose of said material off- site at his expense. The limits of the excavation shall either be shown on the plans, or determined in the field by the Engineer in conjunction with the City's Materials Tester. . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 12 9/20/06 ;f:~Ti?> BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 17.1 BASIS OF MEASUREMENT The basis of measurement shall be the amount of cubic yards of unsuitable material excavated and replaced with suitable material as determined by either cross sections of the excavation, truck measure, or lump sum as specified in the Scope of Work and Contract Proposal. . . 17.2 BASIS OF PAYMENT The unit price for the removal of unsuitable material shall include: all materials, equipment, tools, labor, disposal, hauling, excavating, dredging, placing, compaction, dressing surface and incidentals necessary to complete the work. If no pay item is given, the removal of unsuitable material shall be included in the most appropriate bid item. . 18 UNDERDRAINS INOT IN CONTRACTl 19 STORM SEWERS All storm drain pipe installed within the City of Clearwater shall be reinforced concrete unless otherwise specified or approved by the City Engineer. Said pipe shall comply with Section 941 of the current FDOT Specifications. All reinforced concrete pipe joints shall be wrapped with Mirafi 140N filter fabric or equivalent (as approved by the City Engineer). The cost for all pipe joint wraps shall be included in the unit price for the pipe. All pipe, just before being lowered into a trench, is to be inspected and cleaned. If any difficulty is found in the fitting the pieces together, this fitting is to be done on the surface of the street before laying the pipe, and the tops plainly marked in the order in which they are to be laid. No pipe is to be trimmed or chipped to fit. Each piece of pipe is to be solidly and evenly bedded, and not simply wedged up. Before finishing each joint, some suitable device is to be used to find that the inverts coincide and pipe is clear throughout. 19.1 AS BUILT INFORMATION The Contractor shall submit to the Engineer the stations and left or right offsets of all manholes, inlet structures and terminals ends of subdrains, as measured from the nearest downstream manhole along the centerline of the sewer along with the elevations of the north edge of manhole cover, inverts of all pipe in structures, and the flow line of inlets. (Gutter) 19.2 TESTING The Contractor shall take all precautions to secure a perfectly watertight sewer under all conditions. At the discretion of the City Engineer or his designee, the watertightness of a sewer which has a crown lying below groundwater level may be tested by measuring the infiltration. The watertightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 13 9/20/06 .'......, '., . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS crown of the sewer at the upper end of the test section of the water table outside of the sewer, whichever is higher, and then measuring the ex filtration. In no case shall the infiltration or exfiltration exceed 150 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No trench made joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 19.3 BASIS OF PAYMENT Payment shall be the unit price per lineal foot for storm sewer pipe in place and accepted, measured along the centerline of the storm sewer pipe to the inside face of exterior walls of storm manholes or drainage structures and to the outside face of endwalls. Said unit price includes all work required to install the pipe (Le. all materials, equipment, filter fabric wrap, labor and incidentals, etc.). 20 SANITARY SEWERS AND FORCE MAINS . 20.1 MATERIALS 20.1.1 GRAVITY SEWER PIPE GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.R. 35. The pipe shall be plainly marked with the above ASTM designation. The bell end of joints and fittings shall have a rubber sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying length of pipe joints shall be a maximum of 12.5 feet. Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and fittings for gravity sewer shall conform to Section 41 of these Technical Specifications for DIP water main except pipe shall be interior "polylined" in accordance with manufacturer's recommendations. Where sanitary sewer main is to be placed between building lots in a sideline easement, the sewer main shall, insofar as possible, be constructed without manholes or lateral connections within the side easement. The pipe material in the side easement between streets shall be C 900, SDR 18 polyvinyl chloride water main pipe as described in Technical Section 41. . 20.1.2 FORCE MAIN PIPE FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless otherwise noted in the specifications or construction plans, both polyvinyl chloride and ductile iron force main pipe and fittings shall conform to Section 41 of these Technical Specifications for water main pipe except that DIP shall be "polylined" in accordance with manufactures recommendations. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 14 9/20/06 {:',;.::,o.,">C'"'3\ . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS All polyvinyl chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. 20.2 INSTALLATION 20.2.1 GRAVITY SEWER PIPE Installation of gravity sewer pipe shall be in conformance with recommended practices contained in ASTM D 2321 and Unibell UN! B 5. The bottom trench width in an unsupported trench shall be limited to the minimum practicable width allowing working space to place and compact the haunching material. The use of trench boxes and movable sheeting shall be performed in such a manner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. Dewatering of the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placement of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment. Where pipe bedding is insufficient to adequately support pipe, the contractor will be required to remove unsuitable material and bed pipe in Class I material (1/2" Dia. aggregate) to provide firm support of pipe. Connections to manholes with sanitary pipe shall use a joint 2 feet in length and shall use an approved water stop around pipe joint entry. The laterals shown on the plans do not necessarily reflect exact locations. The contractor is required to locate all existing laterals for reconnection and to coordinate with the construction inspector the location of all new laterals. 20.2.2 FORCE MAIN PIPE Installation of force main pipe shall be in conformance with Section 41 of these Technical Specifications for water main pipe. 20.3 AS BUILT DRAWINGS The contractor shall submit to the Engineer a marked set of "As Built" construction drawings describing both the stations and left or right offset of all lateral terminal ends as measured from the nearest downstream manhole along the center line of the sewer main. The as built drawings will also describe elevations of the north edge of the manhole cover rings and inverts of all main pipes in manholes. 20.4 TESTING 20.4.1 TESTING OF GRAVITY SEWERS The Contractor shall take all precautions to secure a perfectly water tight sewer under all conditions. The water tightness of a sewer which has a crown lying below groundwater level L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page IS 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS may be tested by measuring infiltration. The water tightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test section or the water table outside of the sewer, whichever is higher, and then measuring the exfiltra- tion. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or ex filtration under the Engineer's direction. Where the infiltration or exfiltration is excessive, the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No such repaired joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 20.4.2 TESTING OF FORCE MAINS Force mains shall be tested under a hydrostatic pressure of 150 P.S.!. for one hour, as described in Section 41.04 of these Technical Specifications for the testing of water mains. 20.5 BASIS OF PAYMENT 20.5.1 GRAVITY SEWER PIPE Payment for in place sanitary sewer gravity main pipe shall be the unit price per lineal foot per appropriate range of depth of cut as contained in the contract proposal. Measurement for payment shall be along the centerline of the sewer main from center to center of manholes. Payment for laterals shall be the unit price per lineal foot of pipe as measured from the centerline of the sewer main pipe to the terminal end of the lateral pipe. Payment for sewer pipe shall include all labor, equipment and materials necessary to complete the installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading. 20.5.2 FORCE MAIN PIPE Payment and measurement of force main pipe shall be the same as described in Section 41 of these Technical Specifications for water main pipe. 21 DRAINAGE The Contractor shall provide proper outlet for all water courses and drains interrupted during the progress of the work and replace them in as good condition as he found them. L:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 16 9/20/06 -"':"-'--'-:-' /.-,:-----<-~-~ . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 22 ROADWAY BASE AND SUBGRADE 22.1 BASE This specification describes the construction of roadway base and sub grade. The Contractor shall refer to Section ~ Article 1 "Scope of Work" of the city's Contract Specifications for additional roadway base and sub grade items. Roadway base shall be 8" compacted minimum thickness unless otherwise noted on the plans or directed by the Engineer. The subgrade shall be 12" compacted minimum thickness with a minimum Limerock Bearing Ratio (LBR) of 40 unless otherwise noted on the plans or directed by the Engineer. The Contractor shall obtain from an independent testing laboratory a Proctor and an LBR for each type material. The Contractor shall also have an independent testing laboratory perform all required density testing. Where unsuitable material is found within the limits of the base, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. Once the roadway base is completed, it shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to the base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost for placement of prime material shall be included in the bid item for base. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all base and sub grade placement or reworking. The following base materials are acceptable: 1. SHELL BASE: Shell base shall be constructed in accordance with Sections 200 and 913 ofFDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The shell shall be FDOT approved. The cost of the prime coat shall be included in the bid item price for base. 2. LIMEROCK BASE: Limerock base shall be constructed in accordance with Sections 200 and 911 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The limerock shall be from a FDOT approved certified pit. The cost of the prime coat shall be included in the bid item price for base. 3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in accordance with Sections 204 and 901 ofFDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The crushed concrete material shall be FDOT approved. The Contractor shall provide certified laboratory tests on gradation to confirm that the crushed concrete base material conforms to the above specifications. The LBR shall be a minimum of 185. LBR and gradation tests shall be provided to the city by the Contractor once a week for continuous operations, or every 1000 tons of material, unless requested more frequently by the City L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWD.doc Page 17 9/20/06 l ~ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS Engineer or designee. The cost of the prime coat shall be included in the bid item price for base. 4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Section 270 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane Interlayer (ARM!) shall be included in the pavement design per Section 341 of FDOT's Standard Specifications (latest edition) to minimize reflective cracking unless otherwise noted in the project plans and specifications. The ARMI layer shall be overlaid with asphalt on the same day it is placed for the Contractor to receive full compensation for the work. The soil cement base design shall be by a certified lot under the direction of a Registered Florida Professional Engineer, and must be approved by the City Engineer. Said design shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil cement shall be certified by a registered laboratory that has been approved by the Engineer. The only approved method for spreading the cement is the use of a spreader box. The use of a spreader bar for spreading cement will not be allowed. The applying of the cement shall not be allowed when the wind velocity is sufficient to jeopardize material interests (i.e. vehicles, etc.) from airborne cement particles. The density testing frequency shall be at the discretion of the registered Florida Professional Engineer responsible for the soil cement design. S. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with Section 280 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. The cost for preparation, placement and compaction shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. The cost of the tack coat shall be included in the bid item price for asphalt or base. 6. REWORKED BASE: When the plans call for the working of the existing base, the finished reworked base shall have a minimum compacted thickness of 8" unless otherwise shown on the plans or directed by the Engineer, and be constructed in accordance with the applicable FDOT requirements for the type of material used. The density requirements (except for asphalt and soil cement base) shall be per Section 200 6 of FDOT's Standard Specifications (latest edition). For asphalt, the density requirements are per Section 330-11, and for soil cement per Section 270-5 of FDOT's 2000 Standard Specifications. 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE The basis of measurement shall be the number of square yards of base in place and accepted as called for on the plans. The maximum allowable deficiency shall be a half-inch (]f2"). Areas deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWD.doc Page 18 9/20/06 l BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE The unit price for base shall include: all materials, roadbed preparation, placement, spreading, compaction, finishing, prime, base, subgrade (unless the plans specify a separate pay item), stabilization, mixing, testing, equipment, tools, hauling, labor, and all incidentals necessary to complete the work. Payment for asphalt base shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. 22.2 SUBGRADE All sub grade shall be stabilized and constructed in accordance with Sections 160 and 914 of FDOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall have a minimum compacted thickness of 12" unless otherwise shown on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirements of Section 911 of FDOT's Standard Specifications (latest edition). Where unsuitable material is found within the limits of the sub grade, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. The extent of said removal shall be determined by the Engineer in accordance with accepted construction practices. The Contractor is responsible for clearing, grading, filling, and removing any trees or vegetation in the roadbed below the sub grade to prepare it per the plans. The cost of this work shall be included in the unit price for base or sub grade. The Contractor shall obtain from an independent testing laboratory the bearing value after the mixing of materials for the stabilized sub grade. . 22.2.1 BASIS OF MEASUREMENT The basis of measurement shall be the number of square yards of stabilized sub grade in place and accepted as called for on the plans. The maximum allowable deficiency for mixing depth shall be per Section 161-6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per FDOT Section 160-7.2. Areas deficient in thickness or bearing values shall either be corrected by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit price for subgrade shall include: roadbed preparation, placement, spreading, compaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all incidentals necessary to complete the work. If no pay item is given, subgrade shall be included in the bid item for base. 23 ASPHALTIC CONCRETE MATERIALS This specification is for the preparation and application of all S- Type Marshall Mix Design asphaltic concrete materials on roadway surfaces unless otherwise noted. , . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 19 9/20/06 < .. --.,.,,, ~ BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 23.1 ASPHALTIC CONCRETE 23.1.1 AGGREGATE All aggregates shall be obtained from an approved FOOT source and shall conform to Sections 901 through 919 ofFDOT's 2000 Standard Specifications. , . . 23.1.2 BITUMINOUS MATERIALS All bituminous materials shall conform to Section 916 ofFDOT's 2000 Standard Specifications. 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE The plant and methods of operation used to prepare all asphaltic concrete and bituminous materials shall conform to the requirements of Section 320 of FOOT's Standard Specifications (latest edition). Unless otherwise noted, all acceptance procedures and quality control/assurance procedures shall conform to the requirements of Section 330 of FDOT's 2000 Standard Specifications. The Contractor shall note that the City shall have the right to have an independent testing laboratory select, test, and analyze, at the expense of the City, test specimens of any or all materials to be used. Tests to be performed by the independent testing laboratory every 1000 tons include, but are not limited to, Marshall stability and flow, extraction/gradation and cores to determine density and thickness. The results of such tests and analyses shall be considered, along with the tests or analyses made by the Contractor, to determine compliance with the applicable specifications for the materials so tested or analyzed. The Contractor hereby understands and accepts that wherever any portion of the work is discovered, as a result of such independent testing or investigation by the City, which fails to meet the requirements of the Contract documents, all costs of such independent inspection and investigation as well as all costs of removal, correction, reconstruction, or repair of any such work shall be borne solely by the Contractor. Payment reductions for asphalt related items shall be determined bv the following: 1. Density per Section 330-11 of FDOT's 2000 Standard Specifications. 2. Final surface or friction course tolerances per Section 330-13 of FDOT's 2000 Standard Specifications. 3. Thickness will be determined from core borings. Deficiencies of y.." or greater shall be corrected by the Contractor, without compensation, by either replacing the full thickness for a length extending at least 25' from each end of the deficient area, or when the Engineer allows for an overlay per Section 330-15.2.3 of FDOT's Standard Specifications (2000 edition). In addition, for excesses of y.." or greater, the Engineer will determine if the excess area shall be removed and replaced at no compensation, or if the pavement in question can remain with payment to be made based on the thickness specified in the contract. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 20 9/20/06 it . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all asphalt. 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt mix designs shall conform to the requirements of Sections 331 and 337 ofFDOT's 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR to the commencement of the paving operation. NO RECLAIMED ASPHALT PAVEMENT (RAP) MATERIAL SHALL BE ALLOWED IN THE ASPHALTIC CONCRETE MIXES. 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS 23.5 ASPHALT PAVEMENT DESIGN REQUIREMENTS Table 1: Laver Thickness for Asphalt (Lavers Are Listed in Sequence of Construction) COURSE LAYER THICKNESS (Inches) THICKNESS (Inches) Type S-I Type S-I with Type S-ill FC-3 Type S-III Type S-I Type S-ill with FC-3 with FC-3 Top Layer Top Layer Top Layer 1st 2nd 1st 2nd 1st 2nd 1st 2nd 1st 2nd 1st 2nd 1 1 1 1~ 1~ 2 1~ % * 1 1 2Y2 1~ 1~ lY2 1 1~ 1 3 lY2 1~ 2 1 2 1 * At the Engineer's discretion, 2" ofS-III is acceptable for use on residential streets Additional Notes: 1. Type S-III shall be limited to the final (top) structural layer (one layer only). 2. All asphalt pavement designs shall conform to the requirements of sections 331 and 337 of FDOT's 2000 Standard Specifications. 3. All pavement designs shall include a minimum of two inches of asphalt. 4. The Contractor shall be responsible to review the project plans for complete pavement design detail. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 21 9/20/06 .'.....'j '.',' -0' BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 5. Unless otherwise specified on the plans, Type S-III per Section 331 of FDOT's 2000 Standard Specifications shall be used as final riding surface on streets with the speed limit of less than 35 mph, streets with an average daily traffic (ADT) of less than 3000, and all residential streets. 6. An FC-3 friction course per section 337 of FDOT's 2000 Standard Specifications shall be used on streets with a speed limit of 35 mph or greater, and streets with an ADT of 3000 or greater. 23.6 GENERAL CONSTRUCTION REQUIREMENTS The general construction requirements for all hot bituminous pavements (including limitations of operations, preparation of mixture, preparation of surface, placement and compaction of mixture, surface requirements, correction of unacceptable pavement, etc.) shall be in accordance with Section 330 ofFDOT's 2000 Standard Specifications. 23.7 CRACKS AND POTHOLE PREPARATION , 23.7.1 CRACKS , . Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris to be removed from cracks by compressed air or other suitable method. 2. Apply a multiple layered application of bituminous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely filled to the level of the surrounding roadway surface. 3. If application of asphaltic concrete is not to begin immediately after crack repair, cracks are to be sanded to prevent vehicular tracking. 4. Payment for crack filling shall be included in the unit price for asphaltic concrete. 23.7.2 POTHOLES Potholes shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris is to be removed from potholes by hand, sweeping, or other suitable method. 2. A tack coat is to be applied to the interior surface of the pothole. 3. The pothole is to be completely filled with asphaltic concrete, and thoroughly compacted. 4. Payment for pothole preparation shall be included in the unit price for asphaltic concrete. 23.8 ADJUSTMENT OF MANHOLES The necessary adjustments of sanitary sewer and storm drain manholes and appurtenances shall be accomplished by the Contractor. The Contractor shall be paid on a per unit basis for each item. . The use of manhole adjustment risers is acceptable under the following conditions: L:\COMMON\Clearwaler\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 22 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . The riser shall meet or exceed all FDOT material, weld, and construction requirements. The riser shall consist of an A-36 hot rolled steel meeting or exceeding the minimum requirements of A.S.T.M. A-36. The riser shall be a single piece with a stainless steel adjustment stud and shall have a rust resistant fInish. The use of cast iron, plastic, or fIberglass risers is not permitted. In addition, the installation of each riser shall be per manufacturers specifIcations. Each manhole shall be individually measured, and each riser shall be physically marked to ensure that the proper riser is used. Also, the ring section shall be cleaned, and a bead of chemically resistant epoxy applied to the original casting, prior to installation of the riser. It is the Contractors responsibility to ensure that the manholes are measured, the risers are physically marked, the ring sections are thoroughly cleaned, and that the epoxy is properly applied prior to installation of each nser. . If risers are not used, the adjustment of manholes shall be accomplished by the removal of pavement around manhole, grade adjustment of ring and cover, and acceptable replacement and compaction of roadway materials prior to paving. A full depth backfIll using asphalt is acceptable. The use of Portland cement for backfIll is not acceptable. All manhole and valve adjustments shall be accomplished prior to the application of final asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving operation shall occur within seven (7) calendar days from the completion of the adjustment. On arterial roadways, the rims manholes are to be ramped with asphalt during the time period between initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve boxes, tree aeration vents, etc. will be adjusted by the Contractor with the cost for this work to be included in the unit cost of the asphalt. Care must be taken around said appurtenances to ensure that they are not paved over, It is the Contractor's responsibility to inform the owners of all utilities of impending work and coordinate their adjustments so they are completed prior to the scheduled paving. 23.9 ADDITIONAL ASPHALT REQUIREMENTS . 1. All impacted radius returns within project limits shall be paved unless otherwise directed by the Engineer or Project Inspector, with payment to be included in the per ton bid item for asphalt. 2. All pavement markings impacted by placement of asphalt shall be replaced prior to the road being open to traffic unless otherwise noted in the contract scope and plans. 3. All project related debris shall be hauled off the job site by the Contractor in a timely manner and at their own expense in conformance with all regulatory requirements. 4. The Contractor shall pay particular attention to sweeping when paving. The Broom Tractor way of sweeping will not be permitted. Prior to paving, all construction areas shall be swept with a Municipal type sweeper (either vacuum or mechanical type) that picks up and hauls off, dust and dirt. The sweeper must be equipped with its own water supply for pre-wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways, curbs and roadways each day before leaving the job site. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 23 9/20/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 5. The application of tack and prime coats (either required or placed at the Engineer's discretion) shall be placed per Section 300 of FDOT's Standard Specifications (latest edition). Tack shall also be applied to the face of all curbs and driveways. The cost (including heating, hauling and applying) shall be included in the per ton bid item for asphalt, unless otherwise noted in the project scope and plans. 6. Leveling course and spot patching shall be applied to sections of the road as noted on the plans, or as directed by the Engineer, per Section 330 of FDOT's 2000 Standard Specifications. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 7. If an asphalt rubber binder is required, it shall conform to the requirements of Section 336 of FDOT's 2000 Standard Specifications. 8. On all streets with curb and gutter, the final compacted asphalt shall be y.." above the lip or face of said curb per City Index 101. 23.10 SUPERPAVE ASPHALTIC CONCRETE 1. Unless otherwise noted in this section, all of the asphaltic concrete specifications in Sections A through H above shall apply to superpave asphaltic concrete. All asphaltic concrete pavement shall be designed and placed in accordance with the FDOT Standard Specifications for Road and Bridge Construction (latest edition). 2. All aggregate shall be obtained from an approved FDOT source and shall conform to Sections 901 and 902 ofFDOT's Standard Specifications (latest edition). 3. All bituminous materials shall. conform to Section 916 of FDOT's Standard Specifications (latest edition). Asphaltic binder shall be Grade PG 67-22 unless otherwise specified in the Scope of Work. 4. All superpave mix designs shall conform to Sections 320 and 334 of FDOT's Standard Specifications (latest edition). 5. All general construction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.11 BASIS OF MEASUREMENT Basis of measurement will be the number of tons of asphaltic concrete completed, in place and accepted. Truck scale weights will be required for all asphaltic concrete used. 23.12 BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as specified and measured above. This price shall include all materials, preparation, hauling, placement, tack and/or prime coat either required or placed at Engineer's discretion, leveling, spot patching, filling of cracks, pothole repair, sweeping, debris removal, labor, equipment, tools, and incidentals necessary to complete the asphalt work in accordance with the plans and specifications. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 24 9/20106 ""'>><:'^ .'?:\ I . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT (NOT IN CONTRACT) 25 GENERAL PLANTING SPECIFICATIONS 25.1 IRRIGATION 25.1.1 A. DESCRIPTION The work specified in this Section consists of the im!tallation of an automatic underground irrigation system as shown or noted in the plans. Provide all labor, materials, equipment, services and facilities required to perform all work in connection with the underground sprinkler irrigation system, complete, as indicated on the drawings and/or specified. Work noted as "NIC", "existing", or "by others" is not included in this pay item. B. The irrigation plans are schematic in nature. Valves and pipes shall be located in the turf/landscape areas except at road/paving crossings. All piping under paving shall be sleeved. Changes in the irrigation system layout shall be modified with the approval of the Engineer. 25.1.1.1 QUALITY ASSURANCE A. The irrigation work shall be installed by qualified personnel or a qualified irrigation subcontracting company that has experience in irrigation systems of similar size, scope, mainline, system pressure, controls, etc. B. All applicable ANSI, ASTM, FED.SPEC. Standards and Specifications, and all applicable building codes and other public agencies having jurisdiction upon the work shall apply. C. Workmanship: All work shall be installed in a neat, orderly and responsible manner with the recognized standards of workmanship. The Engineer reserves the right to reject material or work which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time at the contractor's expense. D. Operation and Maintenance Manuals: The contractor shall prepare and deliver to the Engineer within ten (10) calendar days prior to completion of construction a minimum of three (3) hard cover binders with three rings containing the following information: 1. Index sheet stating the contractor's address and business telephone number, 24 hour emergency phone number, person to contact, list of equipment with name(s) and addressees) of local manufacturer's representative(s) and local supplier where replacement equipment can be purchased. 2. Catalog and part sheet on every material and equipment installed under this contract. 3. Complete operating and maintenance instructions on all major equipment. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWD.doc Page 25 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 4. Provide the Engineer and the City of Clearwater maintenance staff with written and "hands on" instructions for major equipment and show evidence in writing to the Engineer at the conclusion of the project that this service has been rendered. a. Four-hour instruction (minimum) for the Orip Emitter equipment operation and maintenance. b. Two-hour instruction (minimum) for automatic control valve operation and maintenance. . 25.1.1.2 PROJECT CONDITIONS A. The Irrigation Contractor shall coordinate the work with all other trades, all underground iIpprovements, the location and planting of trees and all other planting. Verify planting requiring excavation 24 in. diameter and larger with the Engineer prior to installation of main lines. B. Provide temporary irrigation at all times to maintain plant materials. C. The Irrigation Contractor is responsible to maintain the work area and equipment until final acceptance by the Engineer. Repairs and replacement of equipment broken, stolen, or missing as well as regular maintenance operations shall be the obligation of the contractor. O. The Irrigation Contractor shall submit a traffic control plan (per FOOT specifications) to the Engineer prior to initiating construction on the site. The Contractor shall be responsible for the maintenance of traffic signs, barriers, and any additional equipment to comply with the FOOT standards and to ensure the safety of its employees and the public. 25.1.1.3 WARRANTY A. The Manufacturer(s) shall warrant the irrigation system components to give satisfactory service for one (1) year period from the date of acceptance by the Engineer and the City of Clearwater. Should any problems develop within the warranty period due to inferior or faulty materials, they shall be corrected at no expense to the City of Clearwater or FOOT. 25.1.2 PRODUCTS 25.1.2.1 GENERAL A. All materials throughout the system shall be new and in perfect condition. No deviations from the specifications shall be allowed except as noted. . 25.1.2.2 PIPING A. The irrigation system pipe shall be as stated herein and shall be furnished, installed and tested in accordance with these specifications. B. All pipe is herein specified to be Polyvinyl Chloride (PVC) Pipe, 1120, Schedule 40, conforming to ASTM 02665 and 01785. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 26 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . C. All nipples, pipe connections, bushings, swing joints, connecting equipment to the mainline is required to be threaded Polyvinyl Chloride (PVC) Pipe, Schedule 80. 25.1.2.3 PIPE FITTINGS A. All pipe fittings for Schedule 40 PVC pipe shall be as follows: Fittings shall conform to the requirements of ASTM D2466, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable IPS schedule and NSF seal of approval. The connection of mainline pipe to the automatic control valve shall be assembled with threaded Schedule 80 fittings and threaded Schedule 80 nipples. 25.1.2.4 PVC PIPE CEMENT AND PRIMER A. Provide solvent cement and primer for PVC solvent weld pipe and fittings as recommended by the manufacturer. Pipe joints for solvent weld pipe to be belled end. B. Purple primer shall be applied after the pipe and fittings has been cut and cleaned. The Primer shall be of contrasting color and be easily recognizable against PVC pipe. 25.1.2.5 THREADED CONNECTIONS A. Threaded PVC connections shall be made using Teflon tape or Teflon pipe sealant. . 25.1.2.6 GATE VALVES 25.1.2.6.1 MANUAL GATE VALVES 2 IN. AND SMALLER A. Provide the following, unless otherwise noted on Drawings: 1. 200-250 psi Ball Valve 2. PVC body - with Teflon Ball Seals 3. Threaded-Dual end Union Connectors 4. Non-Shock Safe- T-Shear Stem 5. Safe- T-Shear True Union Ball Valve as manufactured by Spears Manufacturing Company, SyImer, California, or approved equal. . 25.1.2.6.2 GATE VALVES 2%" IN. AND LARGER A. Provide the following, unless otherwise noted on Drawings: 1. AWWA-C-509 2. 200 lb. O.W.G 3. Cast Iron body - ASTM A 126 Class B 4. Deep socket joints 5. Rising stem L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 27 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 6. Bolted bonnet 7. Double disc 8. Equipped with 2" square operating key with tee handle B. Provide two (2) operating keys for gate valve 3" and larger. The "street key" shall be 5' long with a 2" square operating nut. 25.1.2.7 SLEEVES A. Sleeves: (Existing by City of Clearwater) 25.1.2.8 REMOTE CONTROL VALVES . A. The remote control valve shall be a solenoid actuated, balance-pressure across-the diaphragm type capable of having a flow rate of 25-30 gallons per minute (GPM) with a pressure loss not to exceed 6.1 pounds per square inch (pSI). The valve pressure rating shall not be less than 150 psi. B. The valve body and bonnent shall be constructed of high impact weather resistant plastic, stainless steel and other chemicallUV resistant materials. The valve's one-piece diaphragm shall be of durable santoprene material with a clog resistant metering orifice. C. The valve body shall have a 1 II inch (FNPT) inlet and outlet or a one inch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve construction shall be as such to provide for all internal parts to be removable from the top of the valve without disturbing the valve installation. E. The valve shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California, or approved equal. F. Identify all control valves using metal J.D. tags numbered to match drawings. 25.1.2.9 VALVE BOXES A. For remote control drip valve assembly and UNIK. control timer use a Brooks #36 concrete value box with #36- T cast iron traffic bearing cover, or approved equal. B. For flush valve assembly use an Ametek #181014 (lO") circular valve box with #181015 cover comparable to Brooks, or approved equal. C. For air relief assembly use an Ametek #182001 (6") economy turfbox with #182002 cover comparable to Brooks, or approved equal. . 25.1.2.10 DRIP IRRIGATION 25.1.2.10.1 CONSTRUCTION A. Techline shall consist of nominal sized one-half inch (112") low-density linear polyethylene tubing with internal pressure compensating, continuously self-cleaning, integral drippers at a specified spacing, (12", 18", or 24" centers). The tubing shall be brown in color and conform to an outside diameter (O.D.) of 0.67 inches and an inside L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 28 9/20/06 /-,"." "'>, BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . diameter (I.D.) of 0.57 inches. Individual pressure compensating drippers shall be welded to the inside wall of the tubing as an integral part of the tubing assembly. These drippers shall be constructed of plastic with a hard plastic diaphragm retainer and a self- flushing/cleaning elastomer diaphragm extending the full length of the dripper. 25.1.2.10.2 OPERATION A. The drippers shall have the ability to independently regulate discharge rates, with an inlet pressure of seven to seventy (7-70) pounds per square inch (PSI), at a constant flow and with a manufacturer's coefficient of variability (Cv) of 0.03. Recommended operating pressure shall be between 15-45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9 gallons per hour (GPH) utilizing a combination turbulent flow/reduced pressure compensation cell mechanism and a diaphragm to maintain uniform discharge rates. The drippers shall continuously clean themselves while in operation. The dripperline shall be available in 12", 18" and 24" spacing between drippers unless otherwise specified. Techline pipe depth shall be under mulch unless otherwise specified on Plans. Maximum system pressure shall be 45 PSC. Filtration shall be 120 mesh or finer. Bending radius shall be 7". B. For on-surface or under mulch installations, 6" metal wire staples (TLS6) shall be installed 3'-5' on center, and two staples installed at every change of direction. . 25.1.2.10.3 LINE FLUSHING VALVES A. The sub-surface system shall utilize Automatic Line Flush Valves at the end of each independent zone area. This valve shall be capable of flushing one gallon at the beginning of each irrigation cycle. The valves shall match the dripline manufacturer and connect directly to the dripline. 25.1.2.10.4 AIRlVACUUM RELIEF VALVE A. Each independent irrigation zone shall utilize an AirNacuum Relief Valve at its high point(s). The air and vacuum relief valve shall seal effectively from 2 to 110 psi. 25.1.2.10.5 PRESSURE REGULATORS A. The pressure regulator shall be designed to handle steady inlet pressures over 150 pounds per square inch (psi) and maintain a constant outlet pressures of 25 psi. Regulating accuracy shall be within =/-6%. The pressure regulator shall be manufactured from high- impact engineering grade thermoplastics. Regulation shall be accomplished by a fixed stainless steel compression spring which shall be enclosed in a chamber separate from the water passage. . 25.1.2.10.6 FILTERS A. The filter shall be a multiple disc type filter with notation indicating the minimum partial size to travel through or the mesh size of the element being used. The discs shall be constructed of chemical resistant thermoplastic for corrosion resistance. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Conb' Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWD.doc Page 29 9/20/06 . "'~ BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII- TECHNICAL SPECIFICATIONS . 25.1.2.10.7 FITTINGS A. All connections shall be made with barb or compression type fitting connections. Fittings and drip line shall be as manufactured by the manufacturer of the drip line to ensure the integrity of the subsurface irrigation system. . 25.1.2.11 AUTOMATIC CONTROL TIMER A. The irrigation controller (control module) shall be programmable by a separate transmitter device only. The program shall be communicated to the Control Module from the Field Transmitter via an infrared connection. The controller shall be of a module type which may be installed in a valve box underground. The controller shall function normally if submerged in water and the communication from the transmitter shall function if submerged in water. B. The control module shall be housed in an ABS plastic cabinet and shall be potted to insure waterproof operation. The control module shall have two mounting slots for screws allowing the module to be securely mounted inside a valve box. C. The controller shall operate on one nine volt alkaline battery for one full year regardless of the number of stations utilized. The controller shall operate 1, 2, or 4 stations either sequentially or independently. D. The controller shall have three independent programs with eight start times each, station run time capability from one minute to twelve hours in one minute increments, and a seven day calendar. The controller shall turn on stations via latching solenoids installed on the valves. Manual operations shall be initiated by attaching the Field Transmitter to the Control Module and programming a manual start. The controller shall be capable of manual single station or manual program operation. E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. . 25.1.2.12 FIELD TRANSMITTER A. The irrigation controller shall be programmable by a separate transmitter device (Field Transmitter) only. The Field Transmitter shall communicate to the Control Module via an infrared connection. The Field Transmitter shall be water resistant and housed in ABS plastic and have a removable, reversible protective sheath. The Field Transmitter shall operate on one 9V alkaline battery. B. The Field Transmitter shall have a large LCD screen and a seven-key programming pad. A beep sound shall confirm every key stroke. The screen shall automatically turn off after one minute when not in use. C. The Field Transmitter shall be capable of programming an unlimited number of UNIK Control Modules. D. The Field Transmitter shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 30 9/20/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 25.1.2.13 lATCHING SOLENOID A. The Latching Solenoid shall be supplied with an installed, filtered adapter allowing installation of the solenoid onto any Rain Bird D~ PGA, PEB, PES-B, GB, ofEFB series valve. B. The Latching Solenoid shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.3 EXECUTION 25.1.3.1 GENERAL INSTAllATION REQUIREMENTS A. Before work is commenced, hold a conference with the Engineer to discuss general details of the work. B. Verify dimensions and grades at job site before work is commenced. C. During the progress of the work, a competent superintendent and any assistants necessary shall be on site, all satisfactory to the Engineer. This superintendent shall not be changed, except with the consent of the Engineer. The superintendent shall represent the Contractor in his absence and all directions given to the superintendent shall be as binding as if given to the Contractor. D. Obtain and pay for all irrigation and plumbing permits and all inspections required by outside authorities. E. All work indicated or notes on the Drawings shall be provided whether or not specifically mentioned in these Technical Special Provisions. F. If there are ambiguities between the Drawings and Specifications, and specific interpretation or clarification is not issued prior to bidding, the interpretation or clarification will be made only by the Engineer, and the Contractor shall complywith the decisions. In event the installation contradicts the directions given, the installation shall be corrected by the Contractor at no additional cost. G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of sprinkler equipment is contingent upon and subject to integration with all other underground utilities. Contractor shall employ all data contained in the contract Documents and shall verify this information at the construction site to confirm the manner by which it relates to the installation. H. Do not proceed with the installation of the sprinkler system when it is apparent that obstructions or grade differences exist or if conflicts in construction details, legend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be brought to the attention of the Engineer. I. The disturbance of existing paving will not be permitted. Install all required sleeving prior to roadway base. L:\COMMON\Clearwaier\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 31 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 25.1.3.2 EXCAVATING AND BACKFilLING 25.1.3.2.1 TRENCHING. GENERAL A. Dig sides of trenches straight. Provide continuous support for pipe on bottom of trenches. Lay pipe to uniform grade. Trenching excavation shall follow layout indicated on Drawings. B. Maintain 6 in. horizontal and minimum clearance between sprinkler lines and between all lines of other trades. C. Do not install sprinkler lines directly above another line of any kind. D. Maintain 6 in. vertical minimum between sprinkler lines which cross at angles of 45 degrees to 90 degrees. E. Exercise care when excavating, trenching and working near existing utilities. 25.1.3.2.2 BACKFilLING A. All pressure supply lines (mainline) shall have 18" offill placed over the pipe. B. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger than ~ in. C. Compact backfill according to Section 125 ofFDOT Specification Book, 1996 Edition. D. Do not, under any circumstances, use equipment or vehicle wheels for compacting soil. E. Restore grades and repair damages where settling occurs. F. Compact each layer of fill with approved equipment to achieve a maximum density per AASHTO T 180 - latest edition~ Under landscaped area, compaction shall not exceed 95% of maximum density. G. Compaction shall be obtained by the use of mechanical tampers or approved hand tampers. When hand tampers are used, the materials shall be deposited in layers not more than six (6") inches thick. The hand tampers shall be suitable for this purpose and shall have a face area of not more than 1 00 square inches. Special precautions shall be taken to prevent damage to the irrigation system piping and adjacent utilities. 25.1.3.2.3 ROUTING OF PIPING: A. Routing of pressure and non-pressure piping lines are indicated diagrammatically on Drawings. B. Coordinate specimen trees and shrubs with routing of lines. 1. Planting locations shall take precedence over sprinkler and piping locations. 2. Report to Owner any major deviation from routing indicated. C. Conform to Drawings layout without offsetting the various assemblies from the pressure supply line. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Conlr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 32 9/20/06 '"'0-":" , BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . D. Layout drip tube and make any minor adjustments required due to differences between site and Drawings. Any such deviations in layout shall be within the intent of the original Drawings, and without additional cost. E. Layout all systems using an approved staking method, and maintain the staking of approved layout. 25.1.3.3 INSTALLATION 25.1.3.3.1 WATER SUPPLY A. Connections to the water sources shall be at the approximate locations indicated on the Drawings. Make minor changes caused by actual site conditions without additional cost to the Owner. . 25.1.3.3.2 ASSEMBLIES A. Routing or pressure supply lines as indicated on Drawings is diagrammatic only. Install lines and required assemblies in accordance with details on Drawings. B. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. When used, the pressure reliefvaIve shall be the last assembly. C. Install all assemblies in accord with the respective detail Drawings and these Technical Special Provisions. D. Plastic pipe and threaded fittings shall be assembled using Teflon tape, applied to the male threads only. 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) A. The contractor shall verify the location of all existing sleeves as shown on the roadway, utility and/or irrigation plans and notify the Engineer of any discrepancies. , . 25.1.3.3.4 PLASTIC PIPE A. Install plastic pipe in accord with manufacturer's recommendations. B. Prepare all welded joints with manufacturer's cleaner prior to applying solvent. 1. Allow welded joints as least 15 minutes setup/curing time before moving or handling. 2. Partially center load pipe in trenches to prevent arching and shifting when water pressure is on. 3. Do not permit water in pipe until a period of at least four hours has elapsed for solvent weld setting and curing, unless recommended otherwise by solvent manufacturer. C. Curing 1. When the temperature is above 80 degrees F., allow soluble weld joints at least 24 hours curing time before water is introduced under pressure. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 33 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS D. Flushing the system: 1. After all sprinkler pipe lines and risers are in place and connected, open the control valves and flush out the system with a full head of water. E. Installing piping under existing pavement: 1. Piping under existing pavement may be installed by jacking & boring. 2. Secure permission from the Engineer before cutting or breaking any existing pavement. All repairs and replacements shall be approved by Engineer and shall be accomplished at no additional cost. 25.1.3.3.5 CONTROLLERS A. Install all automatic controllers as shown in the plans. 1. The location of all controllers shall be approved by the Engineers representative prior to installation. 25.1.3.3.6 REMOTE CONTROL VALVES A. Install at sufficient depth to provide not more than 6 in., nor less than 4 in. cover from the top of the valve to finish grade. B. Install valves in a plumb position with 24 in. minimum maintenance clearance from other equipment, 3 feet minimum from edges of sidewalks, buildings, and walls, and no closer than 7 feet from the back of curb or edge of pavement along roadways. C. Contractor shall adjust the valve to provide the proper flow rate or operating pressure for each sprinkler zone. 25.1.3.3.7 GATE VALVES A. Install where indicated and with sufficient clearance from other materials for proper maintenance. B. Check and tighten valve bonnet packing before backfill. 25.2 LANDSCAPE 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal, Contract Agreement, including Installation Schedule, all Addenda, and Contractual and Special Conditions when required. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 34 9/20/06 .//i"-<_,>" . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 25.2.1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State, Local, and other duly constituted authorities and regulatory agencies, without additional cost to the Owner in matters pertaining to codes, safety, and environmental matters. B. Any permits for the installation or construction of any of the work included under the contract, which are required by any of the legally constituted authorities having jurisdiction, shall be arranged for by the Contractor and paid for directly by the Contractor, unless otherwise agreed upon in writing. 25.2.1.3 SCOPE OF WORK A. All provisions of Contract, including General and Special Provisions and Plans, apply to the work specified in this Section. The Scope of Work includes everything for and incidental to executing and completing all landscape work shown on the Plans, Schedules, Notes and as specified herein. B. Furnish and provide all labor, plants and materials tools and equipment necessary to prepare the soil for plantings, to install and care for all plant materials (including finish grading if necessary); to remove and/or transplant existing plants if indicated; to furnish, plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to execute all other Work as described herein or indicated on the Plans. C. Work under this Section shall include labor and materials for final grading and raking to prepare the site for sodding, sprigging, or seeding, so finished lawn or playing field will appear even and uniform, will drain adequately, and will comply with the intent of the landscape drawings. D. Initial maintenance of landscape materials as specified in this document. 25.2.1.4 QUALITY ASSURANCE A. Landscape work shall be contracted to a single firm specializing in landscape work, who shall in turn subcontract no more than 40% of the work specified. All subcontractors under the control of the Contractor involved in the completion of the landscape work, shall be made known to the Owner and the Landscape Architect prior to their commencement of work on the project. B. All work of this Section shall conform to the highest standard of landscape practices. C. The Plant Material Schedule included with these Plans is provided only for the Contractor's convenience; it shall not be construed as to conflict or predominate over the Plans. If conflict between the Plans and Specifications exists, the Plan shall predominate and be considered the controlling document. D. During this work, the Contractor shall be responsible for maintaining safety among persons in his employ in accordance with the standards set by The Occupational Safety and Health Act of 1970 (and all subsequent amendments). Owner and Landscape Architect shall be held harmless from any accident, injury or any other incident resulting from compliance or non-compliance with these standards. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 3S 9/20/06 r '\. . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII- TECHNICAL SPECIFICATIONS E. The Contractor shall cooperate with and coordinate with all other trades whose work is built into or affects the work in this Section. F. All appropriate utility companies and agencies shall be contacted 72 hours prior to excavation. Call "One Call" at 1-800-432-4770. G. The Contractor shall carefully examine the site and all existing conditions affecting the work, such as: soil, obstructions, existing trees, utilities, etc. Report any conditions in conflict with the work to the Landscape Architect. 25.2.1.5 SUBMITTALS A. The Contractor is required to submit prior to the expiration of the required maintenance period, two copies oftypewritten instructions recommending procedures to be established by the Owner for maintenance of landscape work for a period of one year. B. Furnish unit prices for all plant materials and inert materials, including labor for all specified work. 25.2.1.6 ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS A. If there are additions/alternates included in these Plans and Specifications, the Contractor must propose prices to accomplish the work stated as additions/alternates at the time of bidding. B. The Owner, through his Project Representative, reserves the right to add or deduct any of the work stated herein without rendering the Contract void. C. The Contractor must have written approval by the Project Representative for any substitutions not previously agreed to in the purchase agreement: installation without approval is entirely at the Contractor's risk. D. All material acquired through additions or substitutions shall be subject to all conditions and warranties stated herein. 25.2.1.7 ABBREVIATIONS/DEFINITIONS o.A. or HT.: The over-all height of the plant measured from the ground to the natural, untied state of the majority ofthe foliage, not including extreme leaves, branches or fronds. c.T.: c. W':: Clear trunk is measured from the ground to the bottom of the first leaf or frond stem with no foliage from ground to specified height. For example, on Canary Island Date Palms or similar, the clear trunk measurement includes the "nut" at the base of the fronds. Clear wood is measured from the ground to the bottom of the base of the lowest leaf sheath or boot, trimmed in a natural manner. For example, on Canary Island Date Palms or similar, the clear wood measurement does not include the "nut" at the base of the fronds. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 36 9/20/06 :(<"."..~':-...\ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS SPR.: Spread, branches measured in natural untied position to the average crown diameter, not including extreme leaves, branches or fronds. ST. TR.: Straight trunk. MIN.: Minimum. GAL.: Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. o.c.: On center, distance between plant centers. DIA.: Diameter. LVS.: Leaves. D.B.H. : Diameter or caliper of main trunk of tree as measured at breast height at 4-1/2 feet above grade. CAL. : Caliper, the outside diameter of up to a four inch tree is measured six inches above grade, larger trees are measured at 12 inches above grade. B&B: Balled and burlapped in accordance with horticultural standards of the American Association of Nurserymen. PPP: Plants per pot. FG: Field grown. STD.: Standard, single, straight trunk. Owner: To be known as that entity which holds title or control to the premises on which the work is performed. Owner So Representative: Owner's on-site representative shall be responsible for approval of quantity and quality of materials specified and execution of installation. Contractor: Shall refer to that person or enterprise commonly known as the Landscape Contractor. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 37 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS Landscape Architect: This person or firm is the responsible representative of the Owner who produces the landscape Plans and Specifications. 25.2.1.8 PRODUCT DELIVERY, STORAGE, AND HANDLING 25.2.1.8.1 PLANT MATERIALS A. Provide container grown or, if appropriate, freshly dug trees and shrubs. Do not prune prior to delivery. Do not bend or bind trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. If plant delivery is made in open vehicles, the entire load shall be suitably covered. B. All plants are to be handled at all times so that roots or root balls are adequately protected from sun, cold, or drying winds. No root balls for trees and container plants that have been cracked or broken shall be planted except upon special approval. Plants shall not be pulled by the tops or stems, nor handled in a rough or careless manner at any time. C. Balled and burlapped plants shall be moved with firm, natural, balls of soil, not less than 1 foot diameter of ball to every 1 inch caliper of trunk; root ball depth shall not be less than 2/3 of root ball diameter. B & B plants which cannot be planted upon delivery shall have their root balls covered with moist soil or mulch. D. Trees shall be dug with adequate balls, burlapped, and wire bound if needed. Root pruning to be done a minimum of 4 weeks before removal from the field and planting at the site. Root balls may not be encased in "grow bags" or other synthetic material, except plastic shrink wrap for transport only. E. Remove all fronds form sabal palms prior to planting, but leave a minimum of 12 inches of new frond growth above the bud. Do not damage bud. On all other palms, only a minimum of palm fronds shall be removed from crown to facilitate moving and handling. Clear trunk shall be determined after minimum fronds have been removed. Boots shall be removed from trunk unless otherwise specified. Palms shall be planted within 24 hours of delivery. F. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and cover to keep the roots moist. G. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. H. Sod: Time delivery so that sod will be placed within twenty-four (24) hours after stripping. Protect sod against drying and breaking by covering palettes of sod or placing in a shaded area. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWD.doc Page 38 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 25.2.1.9 JOB CONDITIONS 25.2.1.9.1 ACCEPTANCE OF JOB CONDITIONS. A. The Contractor shall examine the sub-grade, verify elevations, observe the conditions under which work is to be performed and notify the Landscape Architect or Project Representative in writing of unsatisfactory conditions prior to beginning work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Landscape Architect. Start of work shall indicate acceptance of conditions and full responsibility for the completed work. B. Proceed with and complete the landscape work as rapidly as portions of the site become available, working within the seasonal limitations for each kind of landscape work and following the approved schedule. If seasonal limitations apply, notify the Landscape Architect for adjustments to the Schedule. C. Determine locations of all underground utilities and review for conflicts with planting procedures. D. When adverse conditions to plant growth are encountered, such as rubble fill, drainage conditions or obstruction, the Contractor shall notify the Landscape Architect in writing prior to planting. E. Plant trees and shrubs after final grades are established and prior to the planting of lawns, protecting lawn trees and promptly repairing damages from planting operations. . . 25.2.1.9.2 SCHEDULING OF WORK A. The work shall be carried out to completion with the utmost speed. Immediately upon award of contract, the Contractor shall prepare a construction schedule and furnish a copy to the Owner's Representative and/or the Landscape Architect for approval. The Contractor shall carry out the work in accordance with the approved schedule. B. If the Contractor incurs unforeseen costs, such as overtime hours, holidays, etc. in order to complete the work within the time stated in the Contract, and/or to maintain the progress schedule, all said costs shall be borne by the Contractor at no additional cost to the Owner. C. The Owner's Representative's may request in writing work stoppage. Upon written request from the Owner's Representative, the Landscape Contractor shall suspend delivery of material and stop all work for such a period as deemed necessary by the Owner, the Owner's Representative, or the General Contractor with respect to any additional costs which may result from work stoppage. 25.2.1.9.3 UTiliTIES A. The Contractor shall perform work in a manner which will avoid conflicts with utilities. Hand excavate, as required, to minimize possibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 39 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 25.2.2 PRODUCTS 25.2.2.1 MATERIALS 25.2.2.1.1 PLANT MATERIALS: NOMENCLATURE A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standardized Plant Names Dictionary, American Joint Committee on Horticultural Nomenclature (latest editions), or conforms with names accepted in the nursery trade. ,,' -.'" . . 25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE A. Provide healthy, vigorous stock grown under climatic conditions similar to conditions in the locality of the project. Plants shall have a habit of growth that is normal for the species and be sound, healthy, vigorous and free from insect pests or their eggs, plant diseases, defects and injuries. Plants shall be well branched and densely foliated when in leaf and shall have healthy, well-developed root systems. B. Trees shall be heavily branched or, in the case of palms, be heavily leafed. Some plant materials may be collected stock with the approval of the Landscape Architect. Provided tree species that have a single main trunk (central leader), unless otherwise stated. Trees that have the main trunk forming a "Y" shape or parallel branching are not acceptable. C. Plant materials shall be specified and shall be Florida #1 or better as to shape and quality for the species as outlined in Grades and Standards for Nursery Plants Part I and II, Florida Department of Agriculture and Consumer Services (latest edition). D. The Owner or Landscape Architect reserves the right to inspect plant materials either at the place of growth or at the project site prior to planting for compliance with requirements for name variety, size quality, or designated area. E. Landscape materials shall be shipped with certificates of inspection as required by governmental authorities. The Contractor shall comply with all governing regulations that are applicable to landscape materials. F. Do not make substitutions. If specified landscape material is not available, submit Landscape Architect proof of it being non-available. In such event, if the Landscape Architect designates an available source, such shall be acquired from designated source. When authorized, a written change order for substitute material will be made by adjustment to Contract amount. G. Height and/or width of trees shall be measured from ground up; width measurement shall be normal crown spread of branches with plants in the normal position. This measurement shall not include immediate terminal growth. All measurements shall be taken after pruning for specified sizes. All trees and shrubs shall conform to measurements specified in the plant material schedule, except that plant material larger than specified may be used with the approval of the Owner or Landscape Architect; with no increase to the Contract price. Plant materials shall not be pruned prior to delivery. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 40 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . H. Plant Material shall be symmetrical, typical for variety and species. Plants used where symmetry is required shall be matched as nearly as possible. I. Balled and burlapped plants shall have finn, natural balls of earth of sufficient diameter and depth to encompass the feeding root system necessary for full development of the plant and to conform with the standards of the American Association of Nurserymen. Root balls and tree trunks shall not be damaged by improper binding and B & B procedures. J. Container-grown plants may be substituted for balled and burlapped plants or vice-versa provided the quality is equal or better than specified and the Landscape Architect approves the substitution. K. Container grown stock shall have been grown in containers for at least four months, but not over two years. If requested, samples must be shown to prove no root bound condition exists. . 25.2.2.1.3 GRASSES: SOD OR SEED A. Sod or seed (as/if specified) shall be a species as stated on the Plan. Solid sod shall be of even thickness and with a good root structure, 95% free of noxious week, freshly mowed before cutting, and in healthy condition when laid. It must not be stacked more than 24 hours before laying and it must be grown in soil compatible to that in which it will be installed. Sod must be kept moist prior to and after installation. B. Seed shall be delivered to the site in unopened bags with certification tags in place. Purity, germination and weed content shall be as certification requirements. 25.2.2.1.4 MULCH A. Mulch shall be 100% Grade "B" shredded cypress bark mulch, thoroughly mixed with a pre-emergence weed killer according to the label directions as specified on the plan. B. Install mulch to an even depth of3" before compaction. 25.2.2.1.5 FERTILIZER A. Granular fertilizer shall be uniform in composition; free flowing and suitable for application with approved equipment; received at the site in full, labeled, unopened bags bearing the name, trade name or trademark and warranty of the producer; fully conforming to State of Florida fertilizer laws. B. All fertilizer shall bear the manufacturer's statement of analysis and shall contain the appropriate minimum amounts of elements for the type of use specified herein. C. Agriform 20-10-5 fertilizer tablets or approved equal, shall be placed in planting pit for all plant materials at time of installation and prior to completion of pit backfilling. D. Ground cover and annual areas shall receive fertilization with Osmocote Time Release Fertilizer according to product instructions and rate. . L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 24\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 41 9/20/06 ; , . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS E. For sod and seeded areas, fertilize with a complete granular fertilizer on Bahia and St. Augustine grass at the rate of one (1) pound of nitrogen per one thousand (1,000) square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 50% of the nitrogen being in slow or controlled release form. The ratio of nitrogen to potash will be 1: 1 or 2: 1 for complete fertilizer formulations. Phosphorus shall be no more than y,. the nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese, iron, zinc, copper, etc.). 25.2.2.1.6 STAKES AND GUYS A. For trees, approved plastic or rubber guys shall be used between the stakes and the tree trunk. Galvanized steel guy wire shall not be used. B. Stakes shall be cut from 2" x 4" pressure treated (p.t.) stock for trees over 2" caliper. Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A minimum of 2 stakes per tree or an optional 3 stakes per tree shall be used. C. For single trunk palms, stakes shall be cut from 2" x 4" pressure treated (p.t.) stock, with a minimum of 3 stakes per palm. Batten consisting of 5 layers of burlap and 5 - 2" x 4" by 16" wood connected with two - %" steel bands shall be used around the palm trunk. D. Other tree staking systems may be acceptable if approved. 25.2.2.1.7 PLANTING SOIL A. Unless stated on the plans or in the specifications, install plant material in tilled and loosened native soil backfill. It is the responsibility of the Landscape Contractor to test, prior to planting and at no additional cost to the Contract, any soils which may be unsuitable for the vigorous growth of plants. Unsuitable conditions shall be reported to the Landscape Architect immediately in writing. B. When required, planting soil media shall be provided by the Contractor and shall consist of 1/3 peat and 2/3 sandy loam, with no lumps over I". C. Backfill and clean fill dirt provided by the Contractor shall be in a loose, friable soil. There must be slight acid reaction to the soil (about 6.0 - 6.5 pH) with no excess of calcium or carbonate, and it shall be free from excess weeds, clay lumps, stones, stumps, roots and toxic substances or any other materials that might be harmful to plant growth or a hindrance to grading, planting, and maintenance procedures and operations. No heavily organic soil, such as muck or peat shall be used as fill dirt. D. Bed preparation for annual beds under 1 gallon container size shall consist of 3" of Florida peat or other approved organic soil amendment spread over full length and width of planting area. Rototil organic layer 6 inches to 8 inches into native soil. 25.2.2.1.8 SOIL AMENDMENTS A. Terra-Sorb AG or approved equal, soil amendment shall be mixed with native or planting soil for all trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specified on the Plans. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 42 9/20/06 . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 25.2.2.1.9 TREE PROTECTION A. Wood fencing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal members. Space vertical members 6 feet to 8 feet on center. The barricade shall be placed so as to protect the critical protection zone area, which is the area surrounding a tree within a circle described by a radius of one foot for each inch of the tree's diameter at breast height DBH at 4 - ~ feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specified in the plans and/or specifications for protection of adjacent paved surfaces according to specific product name or equal. Install as directed by the manufacturer. 25.2.2.1.11 PACKAGED MATERIALS A. Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at the site. 25.2.2.1.12 PESTICIDES A. Pesticides shall be only approved, safe brands applied according to manufacturer's directions. . 25.2.3 EXECUTION . 25.2.3.1 PREPARATION 25.2.3.1.1 OBSTRUCTIONS BELOW GROUND A. It shall be the responsibility of the Contractor to locate and mark all underground utilities, irrigation lines and wiring prior to commencement of the work. B. If underground construction, utilities or other obstructions are encountered in excavation of planting areas or pits, the Landscape Architect shall be immediately notified to select a relocated position for any materials necessary. 25.2.3.1.2 GRADING AND PREPARATION FOR PLANT MATERIALS A. All proposed landscape areas containing existing turf grass or weeds shall be treated with Monsanto's "Round-Up" per manufacturer's specifications. All proposed landscape areas adjacent to water bodies shall be treated with "Rodeo" per the manufacturer's specifications. B. New plant materials will not be installed until a 98% weed/turf eradication has been achieved. More than one application may be required to produce an acceptable planting bed. C. Pre-emergent herbicides are not a substitute for spray treatment of "Round-Up" or "Rodeo", and may be used only with the written approval of the Landscape Architect. L:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 43 9/20/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS D. Should any plant material in the same, or adjacent beds be damaged by these chemicals, the same size, quantity and quality of plants shall be immediately replaced by the Contractor at no cost to the Owner. E. Any necessary corrections or repairs to the finish grades shall be accomplished by the Contractor. All planting areas shall be carefully graded and raked to smooth, even finish grade, free from depressions, lumps, stones, sticks or other debris and such that they will conform to the required finish grades and provide uniform and satisfactory surface drainage without puddling. F. The Contractor shall remove debris (sticks, stones, rubbish) over 1 - ~ inches in any dimension form individual tree, shrub and hedge pits and dispose of the excavated material off the site. 25.2.3.1.3 PREPARATION FOR ANNUAL BED PLANTING A. Prepare native sub grade by rototilling or loosening by hand methods. Spread 3 inches of Florida peat (113), sandy loam (113), or other approved organic soil amendment over the full length and width of planting area for annuals. Rototill organic layer 6 inches to 8 inches into the native soil. Grade the planting bed by "crowning' to insure that surface drainage, percolation, and aeration occur at rapid rates. Add Osmocote time release fertilizer according to product instructions and rate. 25.2.3.1.4 PREPARATION FOR SEEDING AND SOD AREAS A. All proposed sod areas containing existing turf grass or weeds shall be treated with Monsanto's "Round-Up" per manufacturer's specifications. All proposed sod areas adjacent to water bodies shall be treated with "Rodeo" per the Manufacturer's Specifications. B. Limit preparation to areas which will be planted promptly after preparation. Loosen sub- grade of seed and sod areas to a minimum depth of 4 inches. C. Immediately prior to any turf work, the Contractor shall finish grade the soil to a smooth, even surface assuring positive drainage away from buildings and the subsequent turf flush to the tops of adjacent curbs and sidewalks. The surface shall be sloped to existing yard drains. D. A complete fertilizer shall be applied to St. Augustine or Bahia grass at a rate of one (1) pound of nitrogen per 1000 square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 505 of the nitrogen being in slow or controlled release form. Thoroughly work fertilizer into the top 4 inches of soil. E. Moisten prepared seed and sod areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. L:\COMMON\Clearwaler\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWn.doc Page 44 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 25.2.3.2 INSTAllATION 25.2.3.2.1 BERM CONSTRUCTION (IF SPECIFIED) A. Install berms at location and design shown on Plans and at the height and slope indicated. Height stated is for finished berm with soil at natural compaction. B. Exact location and configuration of berms may require modification to allow proper drainage; such changes will be coordinated with the Landscape Architect. C. If shown on the Plan, construct berms using clean sandy loam fill dirt which is well- drained, free of rocks, roots, or other debris, with a soil pH ofan acid Nature (about 6.0- 6.5). No heavily organic soil, such as muck or peat shall be used in berm construction. 25.2.3.2.2 LAYOUT OF PLANT MATERIALS A. Unless otherwise stipulated, plant materials shall be approximately located per the plans by scale measurements using established building, columns, curbs, screen walls, etc. as the measuring reference point. Slight shifting may be required to clear wires, prevent blockage of signage, etc. B. Shrubs and ground covers shall be located and spaced as noted on the plant material schedule (if provided), otherwise plants will be placed in the planting beds at the normally accepted spacing for each species. C. Leave an 18 inch (450 millimeters) border of mulched space between outer leaves of installed plant material and the bed line, curb, or building foundation wall for all plant SIzes. D. Any necessary "minor" adjustments in the layout of planting shall be made by the Contractor with the approval of the Landscape Architect in order to conform as nearly as possible to the intent of the plans. 25.2.3.2.3 PLANTING PROCEDURES A. All shrubs, trees and ground covers or vines shall be planted in pits having vertical sides and being circular in outline. Planting pit shall be 3 to 5 times the width of the root ball. B. Plants shall be set straight or plumb, in the locations shown, at such level that after settlement normal or natural relationship of the top of the root ball with the ground surface will be established. With regards to proper nursery practices, plants under certain conditions (i.e. low and wet areas) will benefit from being planted "hi'gh" with the root ball about 1 inch higher than the surrounding grade. C. All plant materials shall be fertilized with Agriform 20-10-5 planting tablets, or approved equal, at time of installation and prior to completion of pit backfilling. Agriform planting tablets shall be placed uniformly around the root mass at a depth that is between the middle and the bottom of the root mass. Application rate: L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD,doc Page 45 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS ',". ." 1 gallon 1 - 21 gram tablet 3 gallon 2 - 21 gram tablet 5 gallon 3 - 21 gram tablet 7 gallon 4 - 21 gram tablet Trees 3 tablets each Y2," (12 millimeters) caliper Palms 7 - 21 gram tablets D. Native soil shall be used in back-filling plant pits or as specified. The Contractor shall be responsible for providing additional soil for building tree saucers. E. When balled and burlapped plants are set, undisturbed native soil shall be left under the base of the root ball to prevent voids. Backfill tilled and loosened native soil around the sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all tie-down material from the root ball. Do not remove these materials from the bottom of the root ball. Thoroughly water-in before bringing the back-fill up to the proper grade Roots of bare plants shall be properly spread out, and planting soil carefully worked in among them. Failure to comply is cause for rejection. F. Containerized plants shall be installed with undisturbed native soil left under the base of the root ball to prevent voids. Planting pit shall be 3 to 5 times the width of the root ball. Backfill tilled and loosened native soil around the sides of the root ball. Thoroughly water-in before bringing the backfill up to the proper grade. G. Plant spacing shall be "on center" and varies with the different plant species. Space each variety of plant equally in the planting areas. Shrubs and ground covers adjacent to straight or curved edges shall be triangular - spaced in rows parallel to those edges. Plant a minimum of 18 inches from the back of the curb to the outside edge of the plant. H. All azaleas shall be placed into a prepared bed of amended soil containing 50% weed-free Florida peat or approved equivalent. Root balls shall be scarified vertically at 120 degree angles in a triangular pattern. I. Sabal palms may be planted deeper than normal if conditions warrant and if approved. . . . 25.2.3.2.4 SODDING A. During periods of drought, sod shall be watered sufficiently at its origin to moisten the soil adequately to the depth to which it is to be cut. B. An application of 6-6-6, 40% organic, slow or controlled release fertilizer shall be made to all lawn areas just prior to the laying of the sod at a rate of one (1) pound of nitrogen per 1,000 square feet. The ground shall be wet down before the sod is laid in place. C. Solid sod shall be laid tightly with closely abutting staggered joints with an even surface edge and sod edge, in a neat and clean manner to the edge of all the paving arid shrub areas. Cut down soil level to 1 inch to 1-1/2 inches below top of walks prior to laying sod. D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Sufficient water shall be applied to wet the sod thoroughly and to wet the sod to a depth of 2 inches (50 millimeters). Watering shall be done in a manner that will avoid erosion due to the L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 46 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS application of excessive quantities, and the watering equipment shall be a type that will prevent damage to the finished sod surface. Watering shall be repeated as necessary to keep sod moist until rooted to subgrade. E. The sod shall be pressed firmly into contact with the sod bed using a turf roller or other approved equipment so as to eliminate air pockets, provide a true and even surface and insure knitting without any displacement of the sod or deformation of the surfaces of sodded areas. After the sodding operation has been completed, the edges of the area shall be smooth and shall conform to the grades indicated. F. If, in the opinion of the Landscape Architect, top dressing is necessary after rolling, clean silica sand shall be used to fill voids. Evenly apply sand over the entire surface to be leveled, filling-in dips and voids and thoroughly washing into the sod areas. G. On slopes steeper than 2:1 and as required, the sod shall be fastened in place with suitable wooden pins or by other approved method. 25.2.3.2.5 SEEDING A. Seed shall be installed per the specifications of the State of Florida Department of Transportation. See plan for type of seed. 25.2.3.2.6 TREE GUYING, BRACING AND STAKING -A. Tree guying, staking and bracing shall be the responsibility of the Contractor per sound nursery practices, and shall be done per details shown on the Plans. For trees, a minimum of 2 stakes per tree or an optional 3 stakes per tree at 120 degree spacing shall be used. Stakes shall be driven in at an angle, then tightened to vertical supported by approved plastic or rubber guys. Trees shall be staked with a minimum of 4 feet height of stake above grade and a minimum of 30 inches of stake below grade. B. For single trunk palms, a minimum of 3 stakes per palm at 120 degree spacing shall be used. Toenail the stakes to batten consisting of 5 layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two :y.. inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Contractor shall remove all tree guying, staking, and bracing from trees six (6) months after the date of final acceptance of the landscape work. D. Stake only trees that require support to maintain a plumb position or are in potentially hazardous areas. 25.2.3.2.7 MULCHING A. All planting beds shall be weed-free prior to mulching. B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied mulch. C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before compaction) of 100% Grade B recycled cypress bark mulch, or other mulch as specified on the Plans or General Notes. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 47 9/20/06 ~\ . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS D. Mulch shall not be placed against the trunks of plant materials or foundations of buildings. Maintain a minimum 3 inch clearance for trees and shrub trunks and a minimum 6 inch clearance for the walls of buildings. E. For beds of annual flowers, a 12 inch wide x 3 inch deep band of mulch shall be installed in front of the first row of annuals. Maintain a minimum 6 inches of non-mulched clearance from the outside edge of annuals. 25.2.3.2.8 PRUNING A. Pruning shall be done by an experienced certified Arborist to maintain the natural shape and form of the plant. B. Upon acceptance by the Owner, prune any broken branches, remove crossed branches, and branches hanging below the clear trunk of the tree. 25.2.3.2.9 CLEAN-UP A. During landscape work, store materials and equipment where directed by the Owner. B. The Contractor shall promptly remove any materials and equipment used on the job, keeping the area neat at all times. Upon completion of all planting, dispose of all excess soil and debris leaving pavements and work areas in safe and orderly condition. C. The clean-up of the site shall include the removal and proper disposal of the tree guying, staking, and bracing materials as described in specifications. 25.2.3.2.10 PROTECTION A. The Contractor shall provide safeguards for the protection of workmen and others on, about, or adj acent to the work, as required under the parameters of the Occupational Safety and Health Administration (O.S.H.A.) standards. B. The Contractor shall protect the Owner's and adjacent property from damage. C. the Contractor shall protect the landscape work and materials from damage due to landscape operations. Maintain protection during installation and maintenance periods. D. The Contractor shall provide protection (tree barricades) for all existing trees and palms as specified. 25.2.3.2.11 REPAIR OF DAMAGES E. The Contractor shall repair all damage caused by his operations to other materials, property, or trades to a level equal in quality to the existing condition prior to damage. F. The Contractor shall be held responsible for all damage done by his work or employees to other materials or trades' work. Patching and replacement of damaged work may be done by others, at the Owner's direction, but the cost of same shall be paid by the Contractor who is responsible for the damage. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 48 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS ~:t "1 . 25.2.3.3 MAINTENANCE A. The Contractor shall maintain all plant materials in a first class condition from the beginning of landscape construction until Final Acceptance. B. Operations: 1. Maintenance shall include, but not be limited to, watering of turf and planting beds, mowing, fertilizing, cultivation, weeding, pruning, disease and pest control, replacement of dead materials, straightening, turf or planter settlement corrections, replacement of rejected materials, staking and guying repair and tightening, wash-out repairs and regrading, and any other procedures consistent with the good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under the Contract. Mowing shall be consistent with the recommended height per the University of Florida Cooperative Extension Service. 2. Within the warranty period, the Contractor shall notify the Owner of any maintenance practices being followed or omitted which would be detrimental to the healthy, vigorous growth of the landscape. 3. The Contractor shall be responsible for the final watering of not less than one inch of water for all planted materials before leaving the site. 25.2.3.4 INSPECTION, REJECTION, AND ACCEPTANCE . 25.2.3.4.1 INSPECTION A. Upon completion of the installation, the Contractor will notify the Owner or the Owner's Representative that the job is ready for inspection. Within 15 days of notifications, the installation will be inspected by the Landscape Architect. A written and/or graphic inspection report will be sent to the Owner and/or Landscape Contractor. 25.2.3.4.2 REJECTION AND REPLACEMENT A. The Landscape Architect shall be final judge as to the suitability and acceptability of any part of the work. Plant material will be rejected if it does not meet the requirements set forth in Plans and Specifications. B. Replace any rejected materials immediately or within 15 days and notify the Landscape Architect that the correction has been made. 25.2.3.4.3 ACCEPTANCE A. After replacement of rejected plant material (if any) have been made, and completion of all other correction items, the Owner or Project Representative will accept the project in writing. B. Upon Final Acceptance, the Owner assumes responsibility for maintenance within the terms of the Contract. Acceptance will in no way invalidate the Contractor's warranty period. . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 49 9/20/06 1':""1 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS C. The Contractor's warranty period will begin after final acceptance of the project by the Owner. 1. If evidence exists of any lien or claim arising out of or in connection with default in performance of this Contract, the Owner shall have the right to retain any payment sufficient to discharge such claim and all costs in connection with discharging such claim. 2. Where the Specifications call for any stipulated item or an "approved equivalent", or in words to that effect, the Contractor shall indicate the price of the type and species specified in the proposal, giving the price to be added or deducted from his Contract price. The final selection rests with the Owner or his representative. 3. Where plants installed do not meet specifications, the Owner reserves the right to request plant replacement or an appropriate deduction from the Contract amount to compensate for the value not received from the under-specified plant materials. No additional compensation will be made to the Contractor for plants installed that exceed specifications. 25.2.3.5 WARRANTY A. The Contractor shall warranty all palms and trees furnished under this contract for a period of one (1) year and all shrubs for a period of six (6) months. Material which is either dead or in poor health during this period or at completion will be replaced at no charge to the Owner. Should any of the plant materials show 50% or more defoliation during the warranty period, due to the Contractor's use of poor quality or improper materials or workmanship, the Contractor upon notice, shall replace without delay same with no additional cost to the Owner. Should any plant require replacing, the new plant shall be given the equal amount of warranty. 26 HDPE DEFORMED - REFORMED PIPE LINING (NOT IN CONTRACT) 27 PLANT MIX DRIVEWAYS (NOT IN CONTRACT) REPORTING OF TONNAGE OF RECYCLED MATERIALS 28 \. The State of Florida has imposed strict requirements on Solid Wastes Handlers to decrease the generation of solid waste products and in particular to increase the amount of recycle products. In this regard, the City is required to determine the monthly total tonnage of all construction debris which is recycled in this contract. A recycled material is any material reused in any manner which diverts its alternative disposal to a publicly assessable landfill or by incineration. If a material, such as clean earth, is not normally disposed to a landfill or incineration, then it is not to be considered a recyclable material. The Contractor is required to include in each request for payment the total tonnage of materials which were recycled by the contractor during the L:\COMMON\Clearwaler\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe VII BWD.doc Page SO 9/20/06 ".. .''>> ..~ , , . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS contract period for which the payment request is made. Any cost to the contractor for the development and submittal of this information is to be included in the contract items provided in the original contract proposal. 29 CONCRETE CURBS Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, all concrete curbs shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of24 hours in advance of the placement of all concrete curbs. 29.1 BASIS OF MEASUREMENT The basis of measurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment shall be the unit price per lineal foot of curb, which price shall be full compensation for all work described in this and other applicable parts of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 30 CONCRETE SIDEWALKS AND DRIVEWAYS 30.1 CONCRETE SIDEWALKS Concrete sidewalks shall be constructed to the line, grade and dimensions as shown on the plans or herein specified. Unless otherwise noted, all concrete sidewalks shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Unless otherwise specified, all concrete sidewalks shall have a minimum width of four feet (4 '). Concrete sidewalks shall have a minimum thickness of four inches (4"), except at driveway crossings where a minimum thickness of six inches (6") is required. Also, 6/6 X to/tO welded wire mesh reinforcement is required for all sidewalk that crosses driveways. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Expansion joints shall be placed at intervals of not more than 100 hundred feet, and scoring marks shall be made every 5 feet. Concrete shall be poured only on compacted sub grade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. 30.2 CONCRETE DRIVEWAYS Concrete driveways, whether new construction or replacement, shall be a minimum of six (6) inches in thickness with 6/6 X 10/10 welded wire mesh reinforcement and a minimum horizontal distance between expansion joints of no less than four (4) feet measured in any direction. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Concrete shall be L:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 51 9/20/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete sidewalks and driveways. 30.3 BASIS OF MEASUREMENT The basis of measurement shall be the number of square feet of 4" concrete sidewalk, 6" concrete sidewalk, and 6" concrete driveways in place and accepted. 30.4 BASIS OF PAYMENT Payment shall be the unit price per square foot for each item as measured above, which price shall be full compensation for all work described in this section and other applicable parts of the specifications and shall include all materials, equipment, tools, welded wire mesh where required, labor and incidentals necessary to complete the work. 31 SODDING Unless otherwise noted herein, the contractor shall place all sod, either shown on the plans or at the direction of the Engineer, in conformance with Sections 575, 981, 982 and 983 of FDOT's Standard Specifications (latest edition). The area for sod application shall be loosened and excavated to a suitable depth and finished to a grade compatible with existing grass and structures. Sod shall be placed with edges in close contact and shall be compacted to uniform finished grade with a sod roller immediately after placement. In sloped areas, the sod shall be graded and placed so as to prohibit erosion and undermining of the adjacent sidewalk. No sod that has been cut for more than 72 hours can be used unless authorized by the Engineer in advance. The sod shall be thoroughly watered immediately after placement. The Contractor shall continue to water sod as needed and/or directed by the Engineer as indicated by sun exposure, soil, heat and rain conditions, to establish and assure growth, until termination of the contract. Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Contractor at no additional compensation. Any questions concerning the type of existing sod shall be determined by the Engineer. Unless otherwise noted on the plans, payment for sod (including labor, equipment, materials, placement, rolling, watering, etc.) shall be included in other bid items. Payment for these associated bid items may be withheld until the Contractor provides the City a healthy, properly placed stand of grass. When this work is given as a separate bid item, it shall cover all labor, equipment and materials, (including water) required for this work and shall be paid for on the basis of each square foot in place and accepted. No payment for sod shall be made until the Contractor provides the City a healthy, properly placed stand of grass. 32 SEEDING Seed, or seed and mulch, shall only be used when specified for certain demolition projects. The seed and/or mulch shall be placed as called for on the plans in the following manner. The area to be seeded shall be brought to the required line and grade, fertilized and seeded in basic L:\COMMON\Clealwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 52 9/20/06 . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS conformance with the latest edition of FDOT's Standard Specifications Sections 570, 981, 982 and 983. However, no wildflower seed shall be used, and Argentine Bahia Seed shall be used instead of Pensacola Bahia. No sprigging will be required. Also, the addition of 20 lb. of Rye Seed (to total 60 lb. of seed per acre) will be required during the stated periods. It is also required that the Contractor maintain said seed until growth is assured. When this work is given as a bid item, the item shall cover all labor, material, equipment (including water), required for this work, and shall be paid for on the basis of each square yard in place and accepted. If called for on the plans, but not shown as a bid item, then the cost of such work as stated above shall be included in the cost of other work. 33 STORM MANHOLES. INLETS. CATCH BASINS OR OTHER STORM STRUCTURES For details on specific design of a type of storm structure refer to Part B Index Numbers 200 to 235. When required, inlets, catch basins or other structures shall be constructed according to the plans and applicable parts of the specifications, Section Numbers 7, 8, & 9, and as approved by the Engineer. Said structures shall be protected and saved from damage by the elements or other causes until acceptance of the work. 33.1 BUILT UP TYPE STRUCTURES Manholes shall be constructed of brick with cast iron frames and covers as shown on the Index Numbers 201 and 202. Invert channels shall be constructed smooth and semi circular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be built up with brick and mortar on top of concrete base. The storm structure floor outside of channels shall be made smooth and sloped toward channels. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of the manholes. The entire exterior of brick manholes shall be plastered with one halfinch of mortar. Brick shall be laid radially with every sixth course being a stretcher course. In cases where a storm pipe extends inside a structure, the excess pipe will be cut off with a concrete saw and shall not be removed with a sledge hammer. 33.2 PRECAST TYPE The manhole base shall be set on a pad of dry native sand approximately five inches thick to secure proper seating and bearing. Precast Manholes and Junction Boxes: The Contractor may substitute precast manholes and junction boxes in lieu of cast in place units unless otherwise shown on the plans. Precast Inlets L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Conlr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page S3 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # , .. SECTION VII - TECHNICAL SPECIFICATIONS . I' . I, _', . will not be acceptable. When precast units are substituted, the construction of such units must be in accordance with ASTM C 478, or the standard specifications at the manufacturers option. Precast structures must also meet the requirement that on the lateral faces, either inside or outside, the distance between precast openings for pipe or precast opening and top edge of precast structure be no less than wall thickness. A minimum of four courses of brick will be provided under manhole ring so that future adjustment of manhole lid can be accommodated. Manhole steps shall not be provided. Manhole using 0 ring between precast sections will not be acceptable for storm structures. 33.3 BASIS OF PAYMENT Payment for Junction Boxes, Manholes or other structures shall be on a unit basis. 34 MATERIAL USED All material incorporated into the final work shall be new material unless otherwise approved by the Engineer. If requested by the Engineer, the Contractor shall furnish purchase receipts of all materials. 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS Whenever a conflict appears between the plans and specifications, the more stringent requirement shall apply. If a conflict is of such a nature as to require a decision, then a written request for clarification must be made prior to starting that phase of construction. 36 STREET SIGNS (NOT IN CONTRACT) 37 AUDIONIDEO TAPE OF WORK AREAS 37.1 AUDIONIDEO TAPE OF WORK AREA NOT REQUIRED This project will not require the preparation of an audio/video tape of work areas. 37.2 AUDIONIDEO TAPE OF ALL WORK AREAS SHALL BE PREPARED BY THE CONTRACTOR 37.2.1 CONTRACTOR TO PREPARE AUDIONIDEO TAPE Prior to commencing work, the Contractor shall have a continuous color audio/video tape recording taken along the entire length of the Project including all affected project areas. Streets, easements, rights-of-way, lots or construction sites within the Project must be recorded to serve as a record of a pre-construction conditions. 37.2.2 SCHEDULING OF AUDIONIDEO TAPE The video recordings shall not be made more than 21 days prior to construction in any area. L:\COMMON\Clearwaler\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 54 9/20/06 \ BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 37.2.3 PROFESSIONAL VIDEOGRAPHERS The Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of pre-construction color audio-video tape documentation. 37.2.4 EQUIPMENT All equipment, accessories, materials and labor to perform this service shall be furnished by the Contractor. The total audio video system shall reproduce bright, sharp, clear pictures with accurate colors and shall be free from distortion, tearing, rolls or any other form of imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity and be free from distortion and interruptions. In some instances, audio videotape coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking. . 37.2.5 RECORDED INFORMATION, AUDIO Each tape shall begin with the current date, project name and be followed by the general location, i.e., viewing side and direction of progress. Accompanying the video recording of each videotape shall be a corresponding and simultaneously recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator or aide, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the features being shown in the video portion of the recording. The audio recording shall also be free from any conversations. 37.2.6 RECORDED INFORMATION VIDEO All video recordings must continuously display transparent digital information to include the date and time of recording. The date information shall contain the month, day and year. The time information shall contain the hour, minutes and seconds. Additional information shall be displayed periodically. Such information shall include, but not be limited to, project name,. contract. number, direction of travel and the viewing side. This transparent information shall appear on the extreme upper left hand third of the screen. Camera pan, tilt, zoom-in and zoom out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during videotape playback. In addition, all other camera and recording system controls, such as lens focus and aperture, video level, pedestal, chrome, white balance, and electrical focus shall be properly controlled or adjusted to maximize picture quality. The construction documentation shall be recorded in SP mode. 37.2.7 VIEWER ORIENTATION . The audio and video portions of the recording shall maintain viewer orientation. To this end, overall establishing views of all visible house and business addresses shall be utilized. In areas where the proposed construction location will not be readily apparent to the videotape viewer, highly visible yellow flags shall be placed, by the Contractor, in such a fashion as to clearly indicate the proposed centerline of construction. When conventional wheeled vehicles are used as conveyances for the recording system, the vertical distance between the camera lens and the L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWD.doc Page 55 9/20/06 \ i . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS ground shall not exceed 10 feet. The camera shall be firmly mounted such that transport of the camera during the recording process will not cause an unsteady picture. 37.2.8 LIGHTING All taping shall be done during time of good visibility. No taping shall be done during precipitation, mist or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of those subjects. 37.2.9 SPEED OF TRAVEL The average rate of travel during a particular segment of coverage shall be directly proportional to the number, size and value of the surface features within that construction areas zone of influence. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed 44 feet per minute. 37.2.10 VIDEO LOG/INDEX All videotapes shall be permanently labeled and shall be properly identified by videotape number and project title. Each videotape shall have a log of that videotape's contents. The log shall describe the various segments of coverage contained on the video tape in terms of the names of the streets or location of easements, coverage beginning and end, directions of coverage, video unit counter numbers, engineering surveyor coordinate values (if reasonably available) and the date. 37.2.11 AREA OF COVERAGE Tape qoverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, drainage system features, mailboxes, landscaping, culverts, fences, signs, Contractor staging areas, adjacent structures, etc. within the area covered by the project. Of particular concern shall be the existence of any faults, fractures, or defects. Taped coverage shall be limited to one side of the Site, street, easement or right of way at anyone time. 37.2.12 COSTS OF VIDEO SERVICES The cost to complete the requirements under this section shall be included in the contract items provided in the proposal sheet. There is no separate pay item for this work. 38 EROSION AND SILTATION CONTROL 38.1 STABILIZATION OF DENUDED AREAS No disturbed area may be denuded for more than thirty (30) calendar days unless otherwise authorized by the City Engineer. During construction, denuded areas shall be covered by mulches such as straw, hay, filter fabric, seed and mulch, sod, or some other permanent vegetation. Within sixty (60) calendar days after final grade is established on any portion of a L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 56 9/20/06 , I .. . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS project site, that portion of the site shall be provided with established permanent soil stabilization measures per the original site plan, whether by impervious surface or landscaping. 38.2 PROTECTION AND STABiliZATION OF SOil STOCKPilES Fill material stockpiles shall be protected at all times by on-site drainage controls which prevent erosion of the stockpiled material. Control of dust from such stockpiles may be required, depending upon their location and the expected length of time the stockpiles will be present. In no case shall an unstabilized stockpile remain after thirty (30) calendar days. 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS During construction, all storm sewer inlets in the vicinity of the project shall be protected by sediment traps such as secured hay bales, sod, stone, etc., which shall be maintained and modified as required by construction progress, and which must be approved by the City Engineer before installation. 38.4 SEDIMENT TRAPPING MEASURES Sediment basins and traps, perimeter berms, filter fences, berms, sediment barriers, vegetative buffers and other measures intended to trap sediment and/or prevent the transport of sediment onto adjacent properties, or into existing water bodies; must be installed, constructed, or, in the case of vegetative buffers, protected from disturbance, as a first step in the land alteration process. Such systems shall be fully operative and inspected by the City before any other disturbance of the site begins. Earthen structures including but not limited to berms, earth filters, dams or dikes shall be stabilized and protected from drainage damage or erosion within one week of installation. 38.5 SEDIMENTATION BASINS Areas of 3 acres or more shall be required to have temporary sedimentation basins as a positive remedy against downstream siltation and will be shown and detailed on construction plans. During development, permanent detention areas may be used in place of silt basins, provided they are maintained to the satisfaction of the City. The Contractor will be required to prohibit discharge of silt through the outfall structure during construction of any detention area and will be required to clean out the detention area before installing any permanent subdrain pipe. In addition, permanent detention areas must be totally cleaned out and operating properly at final inspection and at the end of the one year warranty period. When temporary sedimentation basins are used, they shall be capable at all times of containing at least one (1) cubic foot of sediment for each one hundred (100) square feet of area tributary to the basin. Such capacity shall be maintained throughout the project by regular removal of sediment from the basin. 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES Land alteration and construction shall be minimized in both permanent and intermittent waterways and the immediately adjacent buffer of25 feet from top of bank of the waterways and L:\COMMON\CJearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 57 9/20/06 BEACH WALK PHASES 2. 3 & 4 CONTRACT # i SECTION VII - TECHNICAL SPECIFICATIONS . . . the buffer area whenever possible, and barriers shall be used to prevent access. Where in channel work cannot be avoided, precautions must be taken to stabilize the work area during land alteration, development and/or construction to minimize erosion. If the channel and buffer area are disturbed during land alteration, they must be stabilized within three (3) calendar days after the in channel work is completed. Silt curtains or other filter/siltation reduction devices must be installed on the downstream side of the in channel alteration activity to eliminate impacts due to increased turbidity. Wherever stream crossings are required, properly sized temporary culverts shall be provided by the contractor and removed when construction is completed. The area of the crossing shall be restored to a condition as nearly as possible equal to that which existed prior to any construction activity. 38.7 SWALES, DITCHES AND CHANNELS All swales, ditches and channels leading from the site shall be sodded within three (3) days of excavation. All other interior swales, etc., including detention areas will be sodded prior to issuance of a Certificate of Occupancy. 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structures shall be done in accordance with the following standards: a. No more than 400 lineal feet of trench shall be open at anyone time; b. Wherever consistent with safety and space consideration, excavated material shall be cast to the uphill side of trenches. Trench material shall not be cast into or onto the slope of any stream, channel, road ditch or waterway. 38.9 MAINTENANCE All erosion and siltation control devices shall be checked regularly, especially after each rainfall and will be cleaned out and/or repaired as required. 38.10 COMPLIANCE Failure to comply with the aforementioned requirements may result in a fine and/or more stringent enforcement procedures such as (but not limited to) issuance of a "Stop Work Order". City of Clearwater Standard Detail Drawings No. 601 607 are examples of accepted methods that may be used or required to control erosion and siltation. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 58 9/20/06 i/,\ . . . . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS City of Clearwater - Erosion Control This notice is to inform the prime contractor that the City of Clearwater holds them responsible for soil erosion control on their site. The City of Clearwater Public Works Department has the responsibility to minimize the amount of soil erosion into the City's streets, storm sewers and waterways. The construction of a new residence or commercial site and major remodeling of an existing site creates a potential for soil erosion. These instances are usually the result of contractors and subcontractors accessing the property with equipment or construction materials. Then rain storms redistribute the eroded soil into the adjacent streets, storm systems and waterways. When erosion takes place, a Planning & Development Services Inspector or a Public Works Inspector will place a correction notice at the site. The procedure will be as follows: 1st occurrence Wanring 2nd occurrence $30 reinspection fee 3rd occurrence $70 reinspection fee 4th occurrence Stop work order Dependent on the severity of the erosion, the City's Public Works Administration Department may elect to rectify the erosion problem and charge the contractor accordingly. The attached drawings and details are recommendations for the contractor to use as means to support the site from eroding. The contractor may elect to shovel and sweep the street daily or on an as needed basis. However, erosion must be held in check. If the contractor would like to meet with a Public Works inspector on any particular site, please contact Construction at 462-6126 or Planning & Development Services at 562-4741. Erosion Control Required - City of Clearwater's Code of Ordinances Section 50.43 requires erosion control on all land development projects. Erosion control must be in place and maintained throughout the job. Failure to do so may result in additional costs and time delays to the permit holder. Contact Public Works Administration with specific questions at 562-4750. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page S9 9/20/06 .CD BY DESIGN .- BEACH WALK -. SECTION VII - TECHNICAL SPECIFICATIONS .-::/- CONTRACT #03-0079-ED CITY OF CLEARWATER NOTICE OF EROSION VIOLATION UNDER SECTION 3-701 (DNISION 7 - EROSION AND SILTATION CONTROL) OF THE CITY OF CLEARWATER CODE OF ORDINANCES, THIS SITE HAS BEEN FOUND IN VIOLATION. THIS SITE MUST BE RESTORED TO AN EROSION CONTROLLED SITE PRIOR TO ANY FURTHER DEVELOPMENT TO CONTINUE. Warning $30.00 Reinspection Fee $70.00 Reinspection Fee Stop Work Order CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES 727562-4741 & PUBLIC SERVICES/CONSTRUCTION 727 462-6126 DATE POSTED: Inspector's Name: Received by: Inspector's Signature: (Signature indicates only a copy of this notice has been received and does not in any way indicate admission of guilt or concurrence with findings of the inspector.) IT IS A VIOLATION TO REMOVE THIS NOTICE ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED Page 60 4/28/06 \1 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 39 UTILITY TIE IN LOCATION MARKING The tie in locations for utility laterals of water, sanitary sewer, and gas shall be plainly marked on the back of the curb. Marking placed on the curb shall be perpendicular with respect to the curb of the tie in location on the utility lateral. Marks shall not be placed on the curb where laterals cross diagonally under the curb. The tie in location shall be the end of the utility lateral prior to service connection. Markings shall be uniform in size and shape and colors in conformance with the code adopted by the American Public Works Association as follows: SAFETY RED Electric power, distribution & transmission Municipal Electric Systems HIGH VISffiILITY SAFETY YELLOW Gas Distribution and Transmission Oil Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Telegraph Systems Police and Fire Communications Cable Television SAFETY PRECAUTION BLUE Water Systems Slurry Pipe Lines SAFETY GREEN Sewer Systems Marks placed on curbs shall be rectangular in shape and placed with the long dimension perpendicular to the flow line of the curb. Marks placed on valley gutter and modified curb shall be 6" x 3" and placed at the back of the curb. Marks placed on State Road and vertical curb shall be 4" X 2" and be placed on the curb face. 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE It will be required that the work will commence not later than five (5) calendar days after the Engineer gives written notice to proceed, which notice shall be given as outlined in Article 14 _ General Conditions. It is further required that all work within this contract be completed within 365 consecutive calendar days for Phases II though ill and 183 consecutive calendar days for Phase N Contract date to commence at issuance of notice to proceed. If the Contractor fails to complete the work within the stipulated time, the City will retain the amount stated in the Contract, per calendar day, for each day that the contract remains incomplete. The work shall be discontinued on Saturdays, Sundays, and approved Holidays. If it becomes necessary for the Contractor to perform work on Saturdays, Sundays, and approved City of Clearwater Employee Holidays, that in the opinion of the Assistant Public Services Director, will require the presence of Inspectors, L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe VII BWD.doc Page 61 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # , SECTION VII- TECHNICAL SPECIFICATIONS . . . the Contractor shall pay the City of Clearwater, Florida, the amount of Three Hundred Twenty Dollars ($320.00) per eight-hour day for each Inspector given such assignment. The Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one year from the date of final acceptance. 41 WATER MAINS AND APPURTENANCES 41.1 SCOPE The Contractor shall furnish all plant, labor, materials and equipment to perform all operations in connection with the construction of water mains and appurtenances including clearing, excavation, trenching, backfilling and clean up. 41.2 MATERIALS 41.2.1 GENERAL Materials, equipment and supplies furnished and permanently incorporated into the project shall be of first quality in every respect and shall be constructed and finished to high standards of workmanship. Materials shall be suitable for service intended, shall reflect modem design and engineering and shall be fabricated in a first class workmanlike manner. All materials, equipment and supplies shall be new and shall have not been in service at any time previous to installation, except as required in tests or incident to installation. Machined metal surfaces, exposed bearings and glands shall be protected against grit, dirt, chemical corrosion and other damaging effects during shipment and construction. 41.2.2 PIPE MATERIALS AND FITTINGS 41.2.2.1 DUCTILE IRON PIPE Ductile Iron Pipe shall be in accordance with ANSIJAWWA CI51/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness Rated Water Working Pressure (In.) (PSI) 4" 51 0.26 350 6" 50 0.25 350 8" 50 0.27 350 12" 50 0.31 350 The trench laying condition shall be Type 2, Flat bottom trench backfill lightly consolidated to centerline of pipe. L:\COMMON\Clearwa!er\Beach Walk Cons! Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 62 9/20/06 . (...' . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS Pipe shall be manufactured in accordance with ANSIJ A WW A C 151/ A21.51 81 or latest revision. Pipe shall be asphalt coated on the outside and standard cement lined and sealed coated with approved bituminous seal coat in accordance with ANSIJAWWA C104/A21.4 80 or latest reVISIon. 41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE Polyvinyl Chloride (pYC) Pipe 4" through 8" shall be in accordance with ANSIJAWWA C900 81 or latest revision and the American Society for Testing Materials (ASTM) Standard D 2241 and PYC Resin Compound conforming to ASTM Specification D 1784. Polyvinyl Chloride Pipe shall have the same a.D. as Cast and Ductile Iron Pipe and be compatible for use without special adapters with Cast Iron Fittings. Pipe dimension ratio, working pressure and laying length shall conform to the following table: Size Dimension Ratio Rated Water Working Pressure Laying Length (ODffhick.) (PSI) (Ft) 4 18 150 20 6 18 150 20 8 18 150 20 Pipe larger than 8" shall be ductile iron. The City Engineer reserves the right to require the use of ductile iron in sizes 4" through 8" when needed due to laying conditions or usage. The bell of 4" and larger PYC pipe shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements of ASTM D 1869. Each length of pipe shall bear identification that will remain legible during normal handling, storage and installation and so designate the testing agency that verified the suitability of the pipe material for potable water service. All polyvinyl chloride pipe shall be laid with an insulated 12 gauge A.W.G solid strand copper wire wound around the pipe forming one complete spiral per joint of pipe. This wire is to be continuous with splices made only by methods approved by the Engineer. This wire is to be secured to all valves, tees and elbows. 41.2.2.3 FITTINGS AND JOINTS Fitting from 4" through 16" in size will be compact ductile iron cast in accordance with ANSIJAWWA C153/A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSIJAWWA C153/A 21.53. The working pressure rating shall be 350 P.S.!. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSIJAWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSIJAWWA Cl11/A 21.11. When reference is made to ANSIJAWWA Standards, the latest revisions apply. Only those fittings and accessories that are of domestic (USA) manufacture will be acceptable. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 63 9/20/06 . . i. BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 41.2.2.4 RESTRAINT Restraint of plugs, caps, tees, bends, etc., shall be accomplished by the use of approved mechanical restraining rings or glands installed per manufacturers recommendations. Hydrants shall be restrained by the use of swivel connecting joints. Restraining mechanical joint glands on hydrants shall be used only where hydrant runout length precludes the use of swivel joint connectors. 41.2.2.5 PIPE WITHIN CASING All pipe placed within casings shall be slip joint ductile iron restrained by the use of restraining gaskets designed for use with the particular joint being installed. 41.2.3 GATE VALVES Discs of valves shall be operated by methods which will allow operation in any position with respect to the vertical. Valves for interior piping or exposed above grade outside structures, shall be handwheel operated. Valves three inches and larger, buried in earth shall be equipped with 2 inch square operating nuts, valve boxes and covers. Valves shall be fitted with joints suitable for the pipe with which they are to be used. The direction of opening for all valves shall be to the left (counter clockwise). Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be rated at not less than 150 psi cold water, nonshock. The manufacturer's name and pressure rating shall be cast in raised letters on the valve body. Installation: Installation shall be in accordance with good standard practice. Exposed pipelines shall be so supported that their weight is not carried through valves. Smaller than two inch: Gate valves less than two inches in diameter shall be of brass and shall conform to Federal Specification WW V 54, Type 1 or 11 with screwed joints. Valves for interior piping shall be Type 11, wedge disc, rising stem, inside screw type. . Valves for buried service shall be Type 1, wedge disc, nonrising stem. Four Inch to Sixteen Inch Diameter: Gate Valves, 4 to 16 inch diameter, inclusive, shall be resilient seated gate valves in conformance with ANSI/A.W.W.A. Standard Specification C509 80 or latest revision. These valves shall include the following features consistent with C509-80, full opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure, all internal parts removable from bonnet without removing body from pressure main, corrosion resistent bronze nonrising stem with 0 ring bonnet seal and internal cast iron parts coated with corrosion resistent coating. Larger than sixteen inch: Gate valves larger than 16" shall be suitable for the service intended and shall be iron body, bronze mounted, double disc type with 0 ring seals. All valves shall be equipped with steel cut bevel gears, extended type gear case and rollers, bronze or babbitt tracks and scrapers and valved by pass. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 64 9/20/06 '~ 'I . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 41.2.4 VALVE BOXES Valve boxes shall be of standard extension design and manufacture and shall be made of cast iron. Suitable sizes of valve boxes and extension pieces shall be provided where shown. The valve box cover shall be of cast iron. Valve boxes and their installation shall be included in the bid price for valves. 41.2.5 HYDRANTS Fire hydrants used in extension to or replacement of the City of Clearwater water system shall be the following hydrants: · Kennedy Guardian #K 81D Fire Hydrant, · Mueller Centurion Fire Hydrant Catalog Number A 423 . U.S. Pipe Metropolitan No substitutions shall be allowed without the approval of the City of Clearwater. Above fire hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following modifications: 1. Basic design will be the dry barrel type which prevents the operating threads from coming in contact with the service water. It will be of the compression type, opening against the pressure and closing with the pressure. 2. The operating threads will be contained in an operating chamber sealed at the top and bottom with an "0" ring seal. The chamber will contain a lubricating grease or oil. 3. Hydrant barrel will be of the "Breakable Type" made in two sections with the flange or break feature located approximately 2" above the ground line. 4. Main valve opening of the hydrant will be not less than 5 1/4". 5. Hydrant nozzles will consist of two 2 1/2" hose nozzles and one 4 1/2" pump nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread Specifications. 6. The hydrant will be so designed to permit the removal of all working parts from the hydrant up through the barrel without disturbing the earth around the hydrant or disassembling the barrel. 7. Main valve seat will be made of bronze and threaded into a bronze retaining ring. Or it may be threaded into a heavy bronze bushing in the hydrant base. 8. Hydrant will be designed with an anti friction bearing so located that it will reduce the torque required to operate the hydrant. 9. There will be a minimum of two bronze or brass drain outlets. 10. Hydrants shall be painted with one coat of primer and one coat of yellow paint at the factory and one finish coat of yellow paint after installation. All paints shall comply with AWWA Standard C502-85 or its latest revision. 11. The main valve stem will be made in two sections with a breakable coupling. wL:\COMMON\Clearwater\8each Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 6S 9/20/06 . . ( ,...""".' . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 12. Hydrants shall be left open (counter clockwise) and shall have a National Standard 11/2" pentagon operating nut. 13. Hydrant base outlet will be 6" and will be mechanical joint with fittings. All hydrants will be shop tested in accordance with the latest AWWA Specification C 502. Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from the hydrant tee through to the hydrant. Constrained joints shall absorb all thrust and prevent movement of the hydrant. All fire hydrants shall be provided with an auxiliary gate valve so that the water to the hydrant may be shut off without the necessity of closing any other valve in the distribution system. 41.2.6 SERVICE SADDLES Service saddles shall be used on all service taps to 4" P.V.C. water main. The largest service connection allowable on 4" main shall be 1 1/2". Service saddles shall be used on all 2" service connections to 6" and larger mains. Service saddles shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless steel straps. 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials shall be tested in accordance with the applicable Federal, ASTM or AWWA Specification and basis of rejection shall be as specified therein. Certified copies of the tests shall be submitted with each shipment of materials. 2. All materials will be subject to inspection and approved by the Engineer after delivery; and no broken, cracked, misshapen, imperfectly coated or otherwise damaged or unsatisfactory material shall be used. 3. All material found during the progress of the work to have cracks, flaws, or other defects shall be rejected and promptly removed from the site. 4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. 41.2.8 BACKFLOW PREVENTERS Backflow prevention devices installed on customer's service lines at the point of delivery (service connection) shall be of a type in accordance with AWWA specification C506 78 or its latest revision. Two (2) different types of backflow prevention devices are allowed. Type of device, when required, is determined by the degree of hazard presented to the municipal water system from possible backflow of water within the customers private system. The types of devices allowed are: 1. Double Check Valve Assembly a device composed of two single, independently acting, approved check valves, including tightly closing shutoff valves located at each end of the assembly and suitable connections for testing the watertightness of each check valve. L:\COMMON\Clearwa!er\Beach Walk Cons! Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD,doc Page 66 9/20/06 . ! . f' . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 2. Reduced pressure principle backflow prevention device a device containing a minimum of two independently acting, approved check valves, together with an automatically operated pressure differential relief valve located between the two check valves. The unit must include tightly closing shutoff valves located at each end of the device, and each device shall be fitted with properly located test cocks. Since installed devices must be tested annually and may be maintained by the City of Clearwater, following are the approved models of devices allowed for installation by customers of the City of Clearwater Water Distribution system: DOUBLE CHECK VALVE 2" and Smaller LaMer than 2" Conbraco 40100 Conbraco 40 1 00 Hersev Beeco Model FOC Hersev Beeco No.2 Watts Model 709 or 007 Watts Model 709 or 007 FEBCO Model 80SY Ames 2000 SS REDUCED PRESSURE TYPE 2" and Smaller Lanrer than 2" Ames 5000 SS Conbraco 40200 Conbraco 40200 Hersev Beeco Model FRP II Hersev Beeco Model6CM FEBCO Model 82SY Watts Model 909 or 009 Watts Model 909 or 009 41.2.9 TAPPING SLEEVES Steel body tapping sleeves shall be JCM Industries Inc., JCM 412; Clow Corporation 3460; or equal. All steel body tapping sleeves shall have heavy welded ASTM A 285, Grade C steel body, stainless steel bolts, manufacturer's epoxy coated body, and 3/4" bronze test plug. 41.2.10 BLOW OFF HYDRANTS Blow offs shall be box hydrants having a 2" main valve, closing with the water pressure. These flush mounted hydrants shall have a 2" FIP inlet, with the outlet being a 2 1/2" bronze male nozzle. With all working parts also of bronze, these hydrants will open to the left and have a removable bronze seat, which seals against a seat rubber of no less durometer than 85. All hydrants shall be as manufactured by Kupferle Foundry, St. Louis, Mo., Model #35B or approved equal. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING 1. Pipe, fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circumstances shall L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 67 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS such materials be dropped. Pipe handled on skidways shall not be skidded rolled against pipe already on the ground. 2. Pipe shall be so handled that the coating and lining will not be damaged. If, however, any part of the coating or lining is damaged, the repair shall be made by the Contractor at his expense in a manner satisfactory to the Engineer. 3. In distributing the material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. 41.3.2 PIPE LAYING 41.3.2.1 ALIGNMENT AND GRADE The pipe shall be laid and maintained to the required lines and grades with fittings, valves and hydrants at the required locations, spigots centered in bells; and all valves and hydrant stems plumb. The depth of cover over the water main shall be a minimum of 30" and a maximum of 42" below finished grade, except where approved by the Engineer to avoid conflicts and obstructions. Whenever obstructions not shown on the plans are encountered during the progress of the work and interfere to such an extent that an alteration of the plans is required, the Engineer shall have the authority to change the plans and order a deviation from the line and grade or arrange with the Owners of the structures for the removal, relocation, or reconstruction of the obstructions. 41.3.2.2 INSTALLATION Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient performance of the work. All pipe, fittings, valves and hydrants shall be carefully lowered into the trench piece by piece by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped in the trench. If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. All pipe and fittings shall be carefully examined for cracks and other defects while suspended above the trench immediately before installation in final position. Spigot ends shall be examined with particular care as this area is the most vulnerable to damage from handling. Defective pipe or fittings shall be laid aside for inspection by the Engineer who will prescribe corrective repairs or rejection. All lumps, blisters, and excess coating shall be removed from the bell and spigot end of each pipe, and the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry and free from oil and grease before the pipe is laid. Pipe joints shall be made up in accordance with the manufacturer's recommendations. Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. If the pipelaying crew cannot put the pipe into the trench and in place L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 68 9/20/06 . . I. BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, woven canvas bag of suitable size shall be placed over each end and left there until the connection is to be made to the adjacent pipe. During laying operation, no debris, tools, clothing or other materials shall be placed in the pipe. As each length of pipe is placed in the trench, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material tamped under it except at the bells. Precautions shall be taken to prevent dirt from entering the joint space. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Engineer. The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or cement lining and so as to leave a smooth end at right angles to the axis of the pipe. Pipe shall be laid with bell ends facing in the direction of laying unless directed otherwise by the Engineer. Where pipe is laid on the grade of 10 per cent or greater, the laying shall start at bottom and shall proceed upward with the bell ends of the pipe upgrade. Wherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal plane to avoid obstructions or to plumb stems; or where long radius curves are permitted, the amount of deflection allowed shall not exceed that allowed under the latest edition of ANSI! A WW A C600-82 and C900 81 or latest revisions. No pipe shall be laid when, in the opinion of the Engineer, trench conditions are unsuitable. 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 41.3.3.1 GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified above for installation of pipe. 41.3.3.2 VALVES Valves in water mains shall, where possible, be located on the street property lines extended unless shown otherwise on the plans. The valve box shall not transmit shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or such other level as may be directed. 41.3.3.3 HYDRANTS Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb. Hydrants shall be set to the established grade, with nozzles as shown or as directed by the Engineer. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 69 9/20/06 . . I. BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS Each hydrant shall be connected to the main with a 6 inch ductile iron branch controlled by an independent 6 inch gate valve. 41.3.3.4 ANCHORAGE Movement of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by attaching approved mechanical restraining rings or glands and installed per manufacturers recommendations. Hydrants shall be held in place with restrained swivel joints. Restraining mechanical joint glands on hydrants may be used where hydrant runout length precludes the use of hydrant connecting swivel joints. Where special anchorage is required, such anchorage shall be in accordance with details shown on the plans or specified in the field by the Engineer. 41.3.4 CONNECTIONS TO EXISTING LINES Where shown on the plans or directed by the Engineer, the water lines constructed under this contract shall be connected to the existing lines now in place. No such connection shall be made until all requirements of the specifications as to tests, flushing, and sterilization have been met and the plan of the cut in to the existing line has been approved by the Engineer. Where connections are made between new work and existing work, the connections shall be made in a thorough and workmanlike manner using proper materials and fittings to suit the actual conditions. All connections to existing facilities will be completed under the supervision of the City of Clearwater Water Division. 41.4 TESTS 41.4.1 HYDROSTATIC TESTS After installation of water mains, complete with all associated appurtenances including service taps, all sections of newly laid main shall be subject to a hydrostatic pressure test of 150 pounds per square inch for a period of one hour. The pressure test shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. The pump, pipe connection and all necessary apparatus, together with operating personnel, shall be furnished by the Contractor at his expense. The Contractor shall make all necessary taps into the pipe line. The Owner will furnish the water for the test. Before applying the test pressure, all air shall be expelled from the pipe line. 41.4.2 NOTICE OF TEST The Contractor shall give the City of Clearwater Water Division 48 hours advance notice of the time when the installation is ready for hydrostatic testing. 41.5 STERILIZATION Before the system is put into operation, all water mains and appurtenances and any item of new construction with which the water comes in contact, shall be thoroughly sterilized. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 70 9/20/06 . . I I. BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 41.5.1 STERILIZING AGENT The sterilizing agent shall be liquid chlorine, sodium hypochlorite solution conforming to Federal Specification 0 S 602B, Grade D, or dry hypochlorite, commonly known as "HTH" or "Perchloron" . 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thoroughly flushed. Flushing shall continue until a clean, clear water flows from the hydrants. Where hydrants are not available for flushing, such flushing shall be accomplished at the closest point available to the ends of the lines. 41.5.3 STERILIZATION PROCEDURE All piping, valves, fittings and all other appurtenances shall be sterilized with water containing a minimum chlorine concentration of 75 ppm at any point in the system. This solution shall then remain in the distribution system for a minimum contact period of eight hours before it is flushed out. All valves in the lines being sterilized shall be opened and closed several times during the contact period. 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accomplished, flushing shall continue until free residual chlorine tests not less than 0.2 ppm nor more than 3.0 ppm. Residual chlorine test shall be in accordance with standard methods using a standard DPD test set. 41.5.5 BACTERIAL TESTS After the water system has been sterilized and thoroughly flushed as specified herein, City of Clearwater Water Division personnel shall take samples of water from remote points of the distribution system in suitable sterilized containers. The City shall forward the samples to the Florida State Board of Health for bacterial examination. If tests of such samples indicate the presence of coliform organisms, the sterilization as outlined above shall be repeated until tests indicate the absence of such pollution. The bacterial tests shall be satisfactorily completed before the system is placed in operation and it shall be the Contractor's responsibility to perform the sterilization as outlined above. If methods of sterilization differ materially from those outlined above, such methods shall be in accordance with directives of the Florida State Board of Health and all methods employed shall have the approval of that agency. Definite instructions as to the collection and shipment of samples shall be secured from the Florida State Board of Health prior to sterilization and shall be followed in all respects. The City of Clearwater shall secure final approval of the bacterial samples from the Florida State Board of Health before the water distribution system is put into operation. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 71 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS . 41.6 MEASUREMENT AND PAYMENT GENERAL . . 41.6.1 1. Bids must include all sections and items as specified herein and as listed on the Bid Form. 2. Payment for the work of constructing the project will be made at the unit price or lump sum payment for the items of work as set forth in the Bid, which payment will constitute full compensation for all labor, equipment, and materials required to complete the work. 3. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work: a) Clearing and grubbing b) Excavation, including necessary pavement removal c) Shoring and/or dewatering d) Structural fill e) Backfill t) Grading g) Tracer wire h) Refill materials i) Joints materials j) Tests and sterilization k) Appurtenant work as required for a complete and operable system. 41.6.2 FURNISH AND INSTALL WATER MAINS 41.6.2.1 MEASUREMENT The quantity for payment shall be the actual number of feet of pipe of each size and type satisfactorily furnished and laid, as measured along the centerline of the completed pipe line, including the length of valves and fittings. 41.6.2.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials and equipment, and constructing the water mains complete and ready for operation. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by more L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 72 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS than the tolerances permitted in ANSIIAWWA CHOtA 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maximum tolerance. 41.6.3.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials, and equipment required to furnish and install ductile iron fittings. 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 41.6.4.1 MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily furnished and installed. 41.6.4.2 PAYMENT Payment of the applicable unit price for each size shall be full compensation for furnishing all plant, labor, material and equipment and installing the valve complete with box and cover. 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS 41.6.5.1 MEASUREMENT The quantity for payment shall be the number of fire hydrants satisfactorily furnished and installed. 41.6.5.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, material and equipment and installing the fire hydrant complete including necessary thrust anchorage, 6 inch pipe between the main and the hydrant and gate valve and valve box on the hydrant lead. 42 GAS SYSTEM SPECIFICATIONS (NOT IN CONTRACT) This article not applicable. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 73 9/20/06 . . " i. BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 43 TENNIS COURTS (NOT IN CONTRACT) 44 WORK ZONE TRAFFIC CONTROL 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to furnish, operate, maintain and remove all work zone traffic control associated with the Project, including detours, advance warnings, channelization, hazard warnings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTROL PLAN The Contractor shall prepare a detailed traffic control plan designed to accomplish the level of performance outlined in the Scope of the Work and/or as may be required by construction permits issued by Pinellas County and/or the Florida Department of Transportation for the Project, incorporating the methods and criteria contained in Part VI, Standards and Guides for Traffic Controls for Street and Highway Construction, Maintenance, Utility and Incident Management Operations in the Manual on Uniform Traffic Control Devices published by the U.S. Department of Transportation and adopted as amended by the Florida Department of Transportation, or most recent addition. 44.2.1 WORK ZONE SAFETY The general objectives of a program of work zone safety is to protect workers, pedestrians, bicyclists and motorists during construction and maintenance operations. This general objective may be achieved by meeting the following specific objectives: · Provide adequate advance warning and information regarding upcoming work zones. · Provide the driver clear directions to understanding the situation he will be facing as he proceeds through or around the work zone. · Reduce the consequences of an out of control vehicle. · Provide safe access and storage for equipment and material. · Promote speedy completion ofprojects (including thorough cleanup of the site). · Promote use of the appropriate traffic control and protection devices. · Provide safe passageways for pedestrians through, in, and/or around construction or maintenance work zones. The 2004 Design Standards (DS), Index 600 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accommodation must be maintained and provision for the disabled must be provided. Only approved temporary traffic control devices may be used to delineate a temporary traffic control zone pedestrian walkway. Advanced notification of sidewalk closures and detours marked shall be provided by appropriate signs". L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 74 9/20/06 . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 2004 Standard Specifications for Road and Bridge Construction 102-5 Traffic Control: 102-5.1 Standards: FDOT Design Standards CDS) are the minimum standards for the use in the development of all traffic control plans 44.3 ROADWAY CLOSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Local Collectors, and Local Following are typical requirements to be accomplished prior to closure. The number of requirements increase with traffic volume and the importance of access. Road closures affecting business or sole access routes will increase in process requirements as appropriate. For all but local streets, no road or lane closures are allowed during the Christmas holiday season and the designated "Spring Break" season with prior approval by the City Engineer. 44.3.1 ALL ROADWAYS Obtain permits for Pinellas County and Florida Department of Transportation roadways. Traffic control devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard property owner notification prior to start of construction for properties directly affected by the construction process. . 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, lOCAL COllECTORS Consult with City Traffic staff for preliminary traffic control options. Develop Formal Traffic Control Plan for Permit Submittal to Regulatory Agency as necessary. 44.3.2.1 PUBLIC NOTIFICATION Message Board Display, Minimum of 7 -day notice period prior to road closure and maybe longer for larger highway. The message board is to be provided by the Contractor. 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS 44.3.3.1 PUBLIC NOTIFICATION City to review any and all news releases 44.3.4 MAJOR ARTERIALS 44.3.4.1 PUBLIC NOTIFICATION News Release to be reviewed by City prior to display The Message Board may need to be displayed for a period longer than 7 days. . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 75 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN The Contractor is invited and encouraged to confer in advance of bidding, and is required, as a specification of the work, to confer in advance of beginning any work on the Project, with the Office of the Traffic Engineer, Municipal Services Building, 100 South Myrtle Avenue, telephone 562-4772, for the pwpose of approval of the Contractor's proposed detailed traffic control plan. 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION The Office of the Traffic Engineer may inspect and monitor the traffic control plan and traffic control devices of the Contractor. The City's Construction Inspector assigned to the project, may make known requirements for any alterations or adjustments to the traffic control devices. The Contractor shall take direction from the Project Engineer or Project Inspector. 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL Payment for work zone traffic control is a non-specific pay item to be included in the construction costs associated with other specific pay items unless specifically stated otherwise in the Scope of Work in these Technical Specifications and a bid item(s) is included for Work Zone Traffic Control in the proposal form. 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR The City may require that the Supervisor or Foreman controlling the work for the Contractor on the Project have a current International Municipal Signal Association, Work Zone Traffic Control Safety Certification or Worksite Traffic Supervisor Certification from the American Traffic Safety Association with additional current Certification from the Florida Department of Transportation. This requirement for Certification will be noted in the Scope of Work and/or sections of these Technical Specifications. When the certified supervisor is required for the Project, the supervisor will be on the Project site at all times while work is being conducted. The Worksite Traffic Supervisor shall be available on a 24-hour per day basis and shall review the project on a day-to-day basis as well as being involved in all changes to traffic control. The Worksite Traffic Supervisor shall have access to all equipment and materials needed to maintain traffic control and handle traffic related situations. The Worksite Traffic Supervisor shall ensure that routine deficiencies are corrected within a 24-hour period. The Worksite Traffic Supervisor shall be available on the site within 45 minutes after notification of an emergency situation, prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. Failure of the Worksite Traffic Supervisor to comply with the provisions of this Subarticle may be grounds for decertification or removal from the project or both. Failure to maintain a designated Worksite Traffic Supervisor or failure to comply with these provisions will result in temporary suspension of all activities except traffic and erosion control and such other activities deemed to be necessary for project maintenance and safety. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 76 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # i, SECTION VII -TECHNICAL SPECIFICATIONS . 45 CURED-IN-PLACE PIPE LINING 45.1 INTENT I"" . . It is the intention of this specification to provide for the trenchless restoration of sanitary sewer and storm pipes by the installation if a cured in place jointless, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system(s) and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 45.3 MATERIALS The liner shall be polyester fiber felt tubing saturated with a resin prior to insertion. Resin type and qualities shall be as specified by the manufacturer to obtain a cured liner with the following properties: Tensile Strength ASTM D638 3,000 psi Flexural Strength ASTM D790 4,500 psi Flexural Modulus of Elasticity ASTM D790 300,000 psi Long Term Modulus of Elasticity (50 Years) ASTM D2290 150,000 psi Liner shall meet strengths as shown in ASTM F1216 unless otherwise submitted and approved by the Engineer. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS-20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Insituform of North America, Inc., 3315 Democrat Road, Post Office Box 181071, Memphis, Tennessee 38118; or InLiner USA 1900 N. W. 44th St., Pompano Beach Florida 33064, 305-979-0802, or an approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 45.4CLEANING/SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWD.doc Page 77 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. 45.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section of the project is completed, all pipe sections shall be visually inspected by means of closed-circuit color television, and recorded on VHS format tapes provided to the project engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 45.6 LINER INSTAllATION Liner shall be sized to field measurements obtained by the Contractor to provide for a tight fit on the interior of the existing pipe to be lined. Contractor shall use installation methods approved by the liner manufacturer including operations for inversion, heat curing and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spots, excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. 45.7 lATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 95% of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. L:\COMMON\Cleanvater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 78 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # " SECTION VII - TECHNICAL SPECIFICATIONS . . I I. 45.8TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than an eight-hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 45.9 PAYMENT Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, lateral reconnection, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING (NOT IN CONTRACT) 47 SPECIFICATIONS FOR POLYVINYL CHRLORIDE RIBBED PIPE (NOT IN CONTRACT) 48 GUNITE SPECIFICATIONS (NOT IN CONTRACT) 49 SANITARY AND STORM MANHOLE LINER RESTORATION (NOT IN CONTRACT) 50 PROJECT INFORMATION SIGNS 50.1 SCOPE AND PURPOSE The City desires to inform the general public on the City's use and expenditure of public funding for general capital improvement and maintenance projects. To help accomplish this purpose, the Contractor is required to prepare and display public project information signs during the full course of the contract period. These signs will be displayed at alllocation(s) of active work. 50.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended locations or various locations. Payment to Contractor for the preparation, installation and management of project sign(s) shall be lump sum for the entire project. The number of and type of signs will be stated in the Scope of the Work section of the contract documents. Lump sum item will be included in the bid proposal for signs. The particular wording to be used on the signs L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 79 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # ., SECTION VII - TECHNICAL SPECIFICATIONS . . will be determined after contract award has been approved. Contractor will be provided the wording to be used on sign at the preconstruction conference. 50.3 FIXED SIGN Fixed sign shall be 4' by 6' in size and painted on a sheet of exterior grade plywood of the same size and a minimum thickness of 1/2". Sign shall be attached to a minimum of three pressure treated 4" by 4" below grade pressure treated wooden posts and braced as necessary for high winds. Posts shall be long enough to provide secure anchoring in the ground. Bottom of sign must be a minimum of 24" above the ground. Alternate mounting system or attachment to fencing or other fixed structure can be considered for approval. Sign shall be painted white on both sides with exterior rated paint. 50.4 PORTABLE SIGNS Portable sign shall be a minimum of 24" by 30" in size and will be attached to a standard sized portable traffic barricade. Sign material shall be aluminum, 0.080" or thicker, background of white reflective sheeting, and shall be silkscreen or vinyl lettering. Portable sign shall be two signs located and attached to each side of the traffic barricade. 50.5 SIGN COLORING Background shall be white. Project Descriptive Name shall be in blue lettering. All other lettering shall be black. Basic lettering on sign shall be in all capital letters, of size proportional to the sign itself. 50.6 SIGN PLACEMENT Signs shall be placed where they are readily visible by the general public which pass by the project site. Signs are not to be placed where they may become a hazard or impediment to either pedestrian or vehicular traffic. For construction projects outside of the City's right-of-way, the signs will be placed on the project site. For projects constructed inside of the City's right-of-way, the signs will be placed in the right-of-way. Portable signs are to be moved to the locations of active work on the project. Multiple portable signs will be necessary where work is ongoing in several locations at the same time. Fixed signs are to be placed at the start of construction and will remain in place until the request for final payment. 50.7 SIGN MAINTENANCE The Contractor is responsible for preparation, installation, movement, maintenance, replacement, removal and disposal of all project signs during the full course of the contract period. The Contractor will place and secure portable signs from dislocation by wind or other actions. Signs are to be cleaned as necessary to maintain legibility and immediately replaced if defaced. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 80 9/20/06 . . \ ; . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 50.8 TYPICAL PROJECT SIGN PROJECT NAME A CITY OF CLEARWATER ENGINEERING DEPARTMENT PROJECT FUNDING: CONTRACTOR: CONSTRUCTION COMPLETION: CITY PROJECT MANAGER: PHONE 51 IN-LINE SKATING SURFACING SYSTEM (NOT IN CONTRACT) 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 52.1 RESIDENT NOTIFICATION PERFORMED BY CITY See below for Resident Notification performed by the Contractor. 52.2 RESIDENT NOTIFICATION PERFORMED BY CONTRACTOR The Contractor shall notify all residents along the construction route with a printed door hanger notice indicating the following information about the proposed construction work and the Contractor performing the work: City seal or logo; the scheduled date for the start of construction; the type of construction; general sequence and scheduling of construction events; possibility of water service disruption and/or colored water due to construction efforts; Contractor's name, the Superintendent's name, Contractor address and telephone number; Contractor's company logo (optional); requirement for residents to remove landscaping and/or other private appurtenances which are in conflict with the proposed construction; and other . language as appropriate to the scope of Contract work. Sample door hanger including proposed language shall be approved by the City prior to the start of construction. Notification shall be printed on brightly colored and durable card stock and shall be a minimum of 4 y.. by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly affected by the Contractor's activities no later than 7 days prior to the start of construction activity. Directly affected by the Contractor's activities shall mean all Contractor operations including staging areas, equipment and material storage, principal access routes across private property, etc. Contractor cannot start without proper 7 day notice period to residents. Contractor is required to maintain sufficient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equipment to receive citizen inquires after business hours. Resident notification by the Contractor is a non-specific pay item to be included in the bid items provided in the contract proposal. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 81 9/20/06 . } . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS EXAMPLE CITY SEAL Of CITY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY'S DATE: --1--1_ PLEASE EXCUSE US FOR ANY INCONVENIENCE We are the construction contractor performing (state type of contract) for the City of Clearwater in your area. The work will be performed in the public right-of-way adjacent to your property. This notice is placed a minimum of 7 days in advance of construction to notify property owners of the pending start of construction. (Brief description of the construction process to be expected by the property owners) The construction process may necessitate the removal of certain items from the right-of-way. Typical items such as sprinklers, grass, and postal approved mailboxes will be replaced by the contractor within a reasonably short period of time. The replacement of driveways and sidewalks will be made using standard asphalt or concrete materials. The property owner is responsible for the expense and coordination to replace driveways and sidewalks which have customized colors, textures and/or materials. Small trees, shrubs, landscaping materials, unauthorized mailboxes or structures within the right-of-way which must be removed due to the construction process will not be replaced. The property owner is responsible to relocate any such items which the property owner wishes to save prior to the start of construction. Vehicles parked on the streets or within the right-of-way may be required to be placed elsewhere. We are available to answer any questions you may have regarding the construction process or any particular item that must be relocated. Please contact our Construction Superintendent at (727) . We will be more than happy to assist you. Construction is anticipated to begin on: Company Name Company Address Contractor Phone Number 53 GABIONS AND MATTRESSES (NOT IN CONTRACT) 54 LAWN MAINTENANCE SPECIFICATIONS 54.1 SCOPE To remove trash and debris from landscape and paved area; maintenance and fertilization of plant beds and landscape materials; maintenance, repair, and operation of irrigation systems; ornamental pest control; palm pruning; maintenance of traffic; and the cleaning of hard surfaces ( > at designated areas. The Contractor is to work with the City in coordinating maintenance .. activities and reporting irregularities in the work zone. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII aWn.doc Page 82 9/20/06 . , ; . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS The Contractor(s) will provide the labor and materials required to maintain the landscaped street medians on Court Street from Highland Avenue west to Madison Avenue; including: . Traffic safety and Maintenance of Traffic; . Trash and debris removal from the job site; · Removal of weeds in landscaped areas and hard surfaces; . Proper trimming and pruning of landscape plants and palms; · Proper fertilization and pest control of landscape and palms (may be subcontracted); · Irrigation service and repair; . Mulch replacement; · Cleaning of hard surfaces; and the . Reporting of irregularities at the job site. 54.2 SCHEDULING OF WORK The Contractor(s) shall accomplish all landscape maintenance required under the contract between the hours of 6:30 a.m. and 7:00 p.m. Monday through Saturday, excluding observed holidays. The City may grant, on an individual basis, permission to perform contract maintenance at other hours. All work shall be completed in a continuous manner, that is the cleanup, weeding, trimming, etc., be completed before leaving the job site. 54.3 WORK METHODS 54.3.1 MAINTENANCE SCHEDULING The Contractor(s) will adhere to a work schedule provided by the City (see Level of Service). Any variations to that schedule, requested by either party, must be approved, either verbally or in writing by an authorized representative of the other party. 54.3.2 DUTIES PER SERVICE VISIT The contractor(s) shall provide the following service at each scheduled visit to the designated location: 54.4 LITTER Remove trash and debris from the area to be maintained. Proper disposal of collected trash and debris is a requirement of the contractor. Extraordinary amounts of debris caused by hurricanes, tornadoes, vandalism, etc., would be the responsibility of the City to clean up. The contractor should report such accumulations of debris when they are encountered. Bids for the extraordinary cleanup from the contractor would be considered. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 83 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # " '" SECTION VII - TECHNICAL SPECIFICATIONS \ . 54.5 VISUAL CHECK The site should be checked for irregularities, such as irrigation leaks, vehicle damage, dead or damaged plant material, vandalism, etc., which should be reported to the City within 24 hours after providing the service. 54.6 PLANT TRIMMING AND PALM PRUNING All plant material should be trimmed in a manner that promotes the natural shape and mature size of the particular specie. Trimming should be performed at intervals that will maintain plants in a neat appearance. Trimming should be performed to promote fullness of the plants, while maintaining height restrictions in Clear Sight Zones as established on the landscape plans. Plants shall be kept trimmed to the back of curb. Brown foliage shall be removed from Liriope. Palm pruning to be performed at least once per year, preferably in late June or July following flower formation, according to the following specifications: . 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) Remove all descending fronds to the base of the frond; all parallel and ascending fronds are to remain in order to leave a full, rounded head; seed heads may remain, but remove old faded heads that are encountered in the pruning process; remove loose frond boots; remove vegetation; such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boots or on the trunk. Provide the rounded, classic cut on all Medjool palm boots. No climbing spikes allowed on palms. 54.8 DEBRIS REMOVAL All debris from pruning process is to be removed from the job site and disposed of by the contractor. Work sites should be left in a clean and neat appearance upon completion. 54.9 TRAFFIC CONTROL Proper and safe work zones in vehicular traffic areas are to be set up and maintained by the contractor, according to the attached Maintenance of Traffic specifications. 54.10 PEDESTRIAN SAFETY Contractor is responsible for maintaining safe work zones in areas where pedestrian and park users are present. The City reserves the right to limit the hours of operation in certain high pedestrian use areas. 54.11 PLANT FERTILIZATION All tree and plant material should be fertilized with the appropriate amount of 20-6-12 sulfur coated, slow release, ornamental fertilizer, three times per year. Applications should be made in i mid-February, early June, and mid-September, for the first two years. Fertilizer types and \,. amounts will change with requirements of maturing landscape materials. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 84 9/20/06 . . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 54.12 WEED REMOVAL IN LANDSCAPED AREA Weeds should be removed on a regular basis in order to keep them from being visibly noticeable. Weed control with the use of appropriate herbicides is allowable, given they are properly applied by a certified applicator. Herbicide damage to landscape material will be remedied by contractor at hislher expense. 54.13 MULCH CONDITION Should be maintained at a thickness that will discourage weed growth as well as help retain soil moisture, usually 3 inches. 54.14 IRRIGATION SERVICE AND REPAIR Should be performed at each visit to assure the systems proper operation and timing. Drip tubing should be kept covered with mulch. Timer should be checked for proper time of day and operating schedule. Leaks or breaks in the system should be repaired before the next scheduled system running time. All repairs which will be charged at $20.00 or more must be approved in advance by the city. Minor repairs, less than $20.00, should be billed to the City in addition to the monthly maintenance fee. 54.15 LAWN AND ORNAMENTAL PEST CONTROL Should be performed by a properly licensed and certified applicator to keep pest populations at a less than damaging level. Landscape materials lost to or extensively damaged by pests will be replaced by the contractor at the contractor's expense. Diazinon products are not to .be used on City properties. 54.16 PALM FERTILIZATION Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, across the root zone (typically within the dripline), annually in early February. 54.17 FREEZE PROTECTION The City will provide a freeze/frost protection fabric for the Contractor to install over freeze/frost sensitive plants (Lantana and Pentas). The covering material will be stored at a City facility (yet to be determined). Contractor will remove the covering material from storage and install over the sensitive plants, securely fastening edges of the material to the ground per manufacturer's directions. The City will furnish metal pins needed for securing fabric to the ground. The City will notify the Contractor one (1) day or twenty-four (24) hours minimum prior to the need to protect plant material. After uses, the Contractor will prepare the fabric for storage and return it to the designated City facility. Protective covering shall be removed the following afternoon or remain in placed as directed by the City. The City shall notify the Contractor by 11 :00 a.m. about removing the cover or keeping it in place due to continued freezing temperatures. The City may cancel the freeze protection event at any time prior to the end of the scheduled installation day (5:00 p.m.) The Contractor will be compensated for the number of hours mobilization or on-site work at the contracted rate per man-hour unit price. The Contractor shall provide a unit price for the installation and removal of the covering fabric on a per event basis, as well as an hourly rate L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe VII BWD.doc Page 85 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # ))Y'~ SECTION VII - TECHNICAL SPECIFICATIONS <. . . per employee required. The City and contractor will coordinate appropriate irrigation operations with weather conditions. Should freeze/frost damage occur, the Contractor shall perfonn remedial work as per unit basis, as directed by the City. 54.18 LEVEL OF SERVICE This location is to be serviced weekly. Repairs to damage or vandalism to be made within 7 working days of reported irregularity. Weekly visits should occur no closer than six and no further than ten calendar days apart. 54.19 COMPLETION OF WORK Within 24 hours of completing work the contractor shall notify the supervisor assigned to monitor the contract either in person or by phone of said completion. It is acceptable to leave a phone message. However, to make certain the message is received, it is advisable to call between 6:30 a.m. - 7:30 a.m. or 2:30 p.m. - 3:00 p.m. 54.20 INSPECTION AND APPROVAL Upon receiving notification from the Contractor, the City shall inspect the serviced location the following business day. If, upon inspection, the work specified has not been completed, the City shall contact the Contractor to indicate the necessary corrective measures. The Contractor will be given 48 hours from this notification to make appropriate corrections. If the work has been completed successfully then the City will pay for services billed. 54.21 SPECIAL CONDITIONS 1. This location will be newly installed and under warranty by the installer for a six month period on plants and 12 month warranty on palms. Landscape installer will coordinate irrigation operation with the Maintenance contractor to assure adequate irrigation to the landscape materials. Installer will also be responsible for the untying of palm heads/fronds as he feels appropriate. 2. All listed acreage or square footage figures are estimates. 3. All maintenance shall be perfonned in a good and workmanlike manner, consistent with trade practices and standards which prevail in the industry. 4. The Contractor shall be responsible for damage to any plant material or site feature caused by the Contractor or hislher employees. The Contractor shall be notified in writing of the specific nature of the damage and cost of repair. The City shall, at its option, invoice the Contractor for the payment, or reduce by the amount of the repairs the next regular payment to the Contractor. 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may make all or portions of a location unserviceable during the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule to perfonn the required maintenance to the location as soon as the pertaining circumstances are relieved. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 86 9/20/06 BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS -:~\ . 55 MilliNG OPERATIONS 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE Unless otherwise noted in the specs, plans or this Article, the milling operation shall be performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all milling. 55.2 ADDITIONAL MILLING REQUIREMENTS ( . 1. If the milling machine is equipped with preheating devices, the contractor is responsible to secure any necessary permits, and for complying with all local, state and federal environmental regulations governing operation ofthis type of equipment. 2. All milled surfaces must be repaved within seven days from the time it was milled, unless otherwise noted in the contract documents. 3. Prior to paving, all milled areas shall be swept with a Municipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt (the Broom Tractor way of sweeping is not be permitted). The sweeper must be equipped with its own water supply for pre-wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways and curbs in addition to the roadways before leaving the job site. 4. In cases where concrete valley swales are present, the adjoining pavement shall be milled to allow for the new asphalt grade to be flush with the contract surface. 5. The Contractor shall be responsible for removing any asphalt that remains in the curb line and/or median curbs after the milling operation of a street is complete. The cost of this removal shall be included in the bid item for milling. 6. All radius returns on streets to be milled shall also be milled unless otherwise directed by the Engineer, with payment to be included in the bid item for milling. 7. Any leveling or base replacement required after milling shall be applied to sections of the road as noted on the plans, or directed by the Engineer, per Section 330 of FDOT's 2000 Standard Specifications for S- Type resurfacing projects or Section 330 (latest edition) for superpave resurfacing projects. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 8. Any roadway base material exposed as a result of the milling operation shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to said base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost of said prime shall be included in the bid item for milling. 9. Prior to the placement of asphalt, the face of all curbs and driveways shall be tacked after the milling operation is complete.- {.' . L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEe VII BWD.doc Page 87 9/20/06 .~..'..'...".'..'.'...'.'..."'.'.'....,.. t:_'-'_:--'-\;~ '. (,. ".'..''':':.., . . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 55.3 SALVAGEABLE MATERIALS All surplus existing materials resulting from milling operations shall remain the property of the City. The transporting and stockpiling of salvageable materials shall be performed by the Contractor. The Contractor shall contact the Public Services Division at (727) 562-4950 to schedule delivery of material. 55.4 DISPOSABLE MATERIALS All surplus materials not claimed by the City shall become the property of the Contractor. The Contractor shall dispose of the material in a timely manner and in accordance with all regulatory requirements in areas provided by the Contractor at no additional expense to the City. 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES All utilities and related structures requiring adjustment shall be located and adjusted by their owners at the owner's expense. The Contractor shall arrange his schedule to allow utility owners the time required for such adjustments (minimum 48 hours notice per State Statute). All utility adjustments shall be completed prior to the commencement of milling and resurfacing operations. 55.6 ADJUSTMENT OF UTILITY MANHOLES The necessary adjustments of sanitary sewer and stormwater utility manholes and appurtenances shall be accomplished by the Contractor in accordance with Section IV, Article 23(F) of the City's Technical Specifications. 55.7 TYPES OF MILLING There are two types of milling used by the City: A. Wedge - This will consist of milling a six foot wide strip along the curb line of the pavement adjacent to the curb so the new asphalt will align with the original curb height and pavement cross section. B. Full Width - This will consist of milling the entire roadway (i.e. curb line/edge of pavement to curb line/edge of pavement). All existing horizontal and vertical geometry shall remain unless otherwise indicated or approved by the Engineer. 55.8 MILLING OF INTERSECTIONS Intersections, as well as other areas (including radius returns) are to be milled and repaved to restore and/or improve the original drainage characteristics. Said work should extend approximately 50 to 100 feet in both directions from the low point of the existing swale. 55.9 BASIS OF MEASUREMENT The quantity to be paid for will be the area milled, in square yards, completed and accepted. L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 88 9/20/06 ( . r.,--.'....... . t '\ . PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 55.10 BASIS OF PAYMENT BEACH WALK The unit price for milling shall include: all materials, preparation, hauling, transporting and stockpiling of salvageable materials, disposal of all surplus material, any required milling of radius returns and intersections, prime and/or tack coat either required or placed at Engineer's discretion, removal of asphalt from curbs, sweeping, labor, equipment, and all incidentals necessary to complete the milling in accordance with the plans and specifications. 56 CLEARING AND GRUBBING The work included in this specification includes the removal and disposal of all structures, appurtenances, asphalt, concrete, curbs, walls, trees, roots, vegetation, boulders, conduits, poles, posts, pipes, inlets, brush, stumps, debris and other obstructions resting on or protruding through the ground surface necessary to prepare the area for construction. Clearing and grubbing shall be performed in accordance with Section 110 of FDOT's Standard Specifications (latest edition). Unless otherwise specified in the contract documents, the Contractor shall take ownership of all removed material and dispose of them off-site in accordance with all Local, State and Federal Requirements. 56.1 BASIS OF MEASUREMENT The basis of measurement shall be either a lump sum quantity or the number of acres cleared and grubbed as specified on the plans or directed by the Engineer. 56.2 BASIS OF PAYMENT The pay item for clearing and grubbing shall include: all removal and disposal of materials and structures as well as all materials, hauling, equipment, tools, labor, leveling of terrain, landscape trimming and all incidentals necessary to complete the work. 57 RIPRAP (NOT IN CONTRACT) 58 TREATMENT PLANT SAFETY (NOT IN CONTRACT) 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS All traffic signal work shall be performed per the latest edition of FDOT's Standard Specifications (Sections 603 through 690), unless otherwise specified in the contract documents and plans. This specification includes, but is not limited to, the following items: all necessary equipment, materials, guaranties, acceptance procedures, signal timings, field tests, grounding, conduit, signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 89 9/20/06 1/ \ . ( . . '''',,- . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS pedestrian detectors, traffic controller assemblies, controller cabinets and accessones, and removal of existing traffic signal equipment. All mast arms signal installations shall meet the requirements of FDOT's Mast Arm Assembly standard, and shall be signed and sealed by a professional engineer registered in the state of Florida. All mast arm calculations, as well as the geotechnical report, shall also be signed and sealed by a professional engineer registered in the state of Florida. All mast arm poles shall be chestnut bronze, with the color approved by the City prior to placement. All traffic signal indicators shall be LED's, approved by both the City and FDOT. Contractor changes to the operation of an existing signal is PROHffiITED unless directed by the City's Traffic Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials, testing and incidentals required to complete the work per the plans. 60 SIGNING AND MARKING All signing and marking work shall be performed per the latest edition of FDOT's Standard Specifications, unless otherwise specified in the contract documents and plans. This specification includes the following work: RPM's (Section 706), painted traffic stripes and markings (Section 710), thermoplastic stripes and markings (Section 711) a,nd. tubular delineators/flex posts (Sections 705 and 972). The Contractor is responsible to ensure that striping is correctly placed. Errors in striping or markings shall be "blacked-out" with paint, unless otherwise directed by the Engineer. No payment will be made for these incorrect or "blacked-out" areas. Omissions in striping or markings shall be corrected to the City's satisfaction prior to any payment being made. 60.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials and incidentals required to complete the work per the plans. 61 ROADWAY LIGHTING All roadway lighting shall be constructed per Sections 715 and 992 of FDOT's Standard Specifications (latest edition), unless otherwise specified in the contract documents and plans. 61.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, materials, testing and incidentals required to complete the work per the plans. L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs.Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 90 9/20/06 '''-'' 1 . . ( . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION VII - TECHNICAL SPECIFICATIONS 62 TREE PROTECTION (NOT IN CONTRACT) 63 PROJECT WEB PAGES (NOT IN CONTRACT) L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VII BWD.doc Page 91 9/20/06 ~ :1; jJJ ;:1: ':.ill:: ::il!': .' S........,il:C..,:,!:I,;I, '. .'.! 'I I.:....,.!.I ."..' U :' i"- : i. ! "t': .!:' ;'::'!; ,,'i i . ID';..Ii.... Y....I...")I :i. "'. ;'1" .... '. ,. '" ..... ],; l~ ,;(~ : 'I ' ': _' ", "rl':;' ,.i 1,::' ;:-j ; ll, '1.11 i,i." ."'; I, .... :1!)II" <':1'. . . ," '.,'. '..' i'! ::1 1 "i" I .' I : ~ < ' l ig~d~lii:~'iDll~i ~llJltUIJi r. ill I"~LI!:)' I "::!!:i:!"I':~ ,,'\.'t :!i !~:~':'>",,";'c '1 ":-,: :F;.f ii,:;!, I : I' ..,.. N'.....,i.."....fiJ.:S..,......': : :; ,'. ~~:' :j, ,j: :;'\:;: . ~ ~ ' , " -, <I .ii:, .,' <',,:'1,; J 'i;.i ,I, ^'O'>. \ . . ". . BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION vm - SUPPORT DOCUMENTS Section VIII SUPPORT DOCUMENTS Introduction: During the design of the Project there was a need to obtain additional information to complete the design. This information included Geo-technical Services by Nodarse & Associates, Inc. as provided in their report of Geotechnical Exploration, Beach Walk, Clearwater, Florida dated February 1,2005; and included Subsurface Utility Engineering by TBE Group, Inc. as provided in their reports of subsurface utility engineering services dated January 28,2005. Testing frequency for the project will be done in accordance with the Pinellas County Minimum Testing Frequency requirements. Report of Geotechnical Exploration: Pavement Coring Standard Penetration Test (SPT) Borings Auger Borings Groundwater Subsurface Utility Engineering (SUE): Initial SUE Exploration Summary of Findings Location Drawings Follow-up SUE Exploration Summary of Findings Location Drawings Pinellas County Minimum Testing Frequency Requirements L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC VIII BWD.doc 5/3 1/06 Page 1 of 1 . . "- . BEACH WALK PHASES 2. 3 & 4 SECTION VIII - PART D CONTRACT # FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION CCCL PERMIT #PI-594 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd., Mail Station 300 Tallahassee, Florida 32399.3000 Telephone (850) 488.7708 . NOTICE TO PROCEED Permittee Name: Permit Number: Permit Expires: PI-S94 (Amend) January 26, 2007 City of Clearwater c/o Michael Quillen, City Engineer 100 South Myrtle Avenue, Suite 220 Clearwater, Florida 33756 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Chapter 62B- 33, Florida Administrative Code, and any preconstruction requirements. . Project Deseription: Construction to rebuild roadway and parking lot, construction of pedestrian walkway, and dune enhancement. Project Location: Between approximately 300 feet north of the Department of Environmental Protection (DEP) reference monument R-4S, and 125 feet south of the Department of Environmental Protection's reference monument R-46, in Pine lias County. Project Address: South Gulfview Boulevard, Clearwater. Special Instructions: A preconstruction conference is required. The permittee shall comply with all pennit conditions. Questions regarding this notice should be . to the undersigned at the above address. ~_ ~- LJ / ;Luo6 ate I Permit Manager SMlkbc cc: Permit File Permit Infonnation Center Steve West, Field Inspector City of Clearwater, Property Owner City of Clearwater, Building Official . Post Conspicuously on the Site DEP Fonn 73-131 (Updated 2/06) Department of Environmental Protection Jeb Bush Governor Ma~ory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Colleen M. Castille Secretary May 22, 2006 City of Clearwater c/o Michael Quillen, City Engineer 100 South Myrtle Avenue, Suite 220 Clearwater, Florida 337S6 Dear Mr. Quillen: Notice to Proceed Withheld Permit Number: PI-S94 (Amend) Permittee Name: City of Clearwater . Your request for an amendment of the preciously issued permit pursuant to Section 161.0S3, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee has received a notice to proceed in accordance with Special Permit Conditions 1, 2, and 3, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 4, S, and 7. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), 1 (r), and l(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required Until such time as construction activities have started. The permit will expire on January 26, 2007. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year . You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.S69 and 120.S7 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental . -More Protection, Less Proc8S$" PrInIed on f8CyC1ed ptIfJtK. . . . Michael Quillen May 22. 2006 Page Two Protection. Office of General Counsel. 3900 Commonwealth Boulevard. Mail Station 3S. Tallahassee. Florida 32399. The Department must receive the request within twenty-one (21) days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing. the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested. the referring agency will take no further action with respect to the proceeding except as a party litigant. as long as the Division of Administrative Hearings has jurisdiction over the fonnal proceeding. Rule 28-106.201(2) of the Florida Administrative Code. explains what must be included in a petition for a fonnal administrative proceeding. (a) The name and address of each agency affected and each agency.s file or identification number. if known; (b) The name, address. and telephone number of the Petitioner; the name, address, and telephone number of the Petitioner's representative, if any. which shall be the address for service purposes during the course of the proceeding; and an explanation of how the Petitioner's substantial interests are or will be affected by the Department's decision; (c) A statement of when and how the Petitioner received notice of the Department's decision; (d) A statement of all issues of material fact disputed by the Petitioner or a statement that there are no disputed facts; (e) A concise statement of the ultimate facts alleged, including a statement of the specific facts that the Petitioner contends warrant reversal or modification of the Department's proposed decision; (f) A statement of the specific rules or statutes that the Petitioner contends require reversal or modification of the Department's proposed decision, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the Petitioner, stating precisely the action that the Petitioner wants the Department to take with respect to its proposed decision. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal. or restoration. Printed on recycled pape" ",. !. . . Michael Quillen May 22, 2006 Page Three Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as. a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will DOt adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same dP.sItlline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreemem of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (t) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. Pri"ted OIII'eC)lC/ed ptlpe'. ..w_~"< . . . Michael Quillen May 22, 2006 Page Four As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified tinal decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore tile their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing tha~ the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's tinal action on this permit has been given to other interested parties. They have fourteen (14) days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed amended Final Order. If you have any questions pertaining to this permit, please contact me by mail at the letterhead address (add Mail Station 300), by telephone at (850) 921-7821, or by email at Muthuswamy .Subbuswamy@dep.state.fl.us. Sincerely, S. Muthuswamy, Ph.D., Engineer, Permit Manager Bureau of Beaches and Coastal Systems SMlkbc Enclosures cc: Permit Information Center Steve West, Field Engineer City of Qearwater, Building Official City of Clearwater, Property Owner Printed on recycled/Jape'. NOTE: THIS AUTHORIZATION IS DIFFERENT FROM THE '1\ ORIGINAL REQUEST. SEE .SPECIAL PERMIT CONDmONS. STATE OF FLORIDA IDEPARTMENT OF ENVIRONMENTAL PROTECTI Dlvl.lon of W8ter Resource Management Bureau of Beach.. and Wetland Re.ource. 3900 Commonwealth Blvd. - Mall Station 30( Tallah...... Florida 32399.3000 (8&0) 488.7708 PERMIT NUMBER: PI-594 (Amend) PERMITIEE City of Clearwater c/o Michael Quillen, City Engineer 100 South Myrtle Avenue, Suite 220 Clearwater, Florida 33756 AMENDED PERMIT FOR CONSTRUCTION OR OTHER ACTMTIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line was approved by the Department of Environmental Protection on January 26,2006. On May 17, 2006, the permittee provided additional information for consideration by the staff and requested amendment of certain permit conditions imposed by the Department as a condition to granting the permit. , CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of the amended fmal order are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by both the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. . EXPIRATION DATE: January 26, 2007 LOCATION: Between approximately 300 feet north of the Department of Environmental Protection (DEP) reference monument R-4S and 125 feet south of Department of Environmental Protection's reference monument R-46, in Pinellas County. Project address: South Gulfview Boulevard, Clearwater. \ . PERMIITEE: City of Clearwater PERMIT NUMBER: PI-S94 (Amend) PAGE 2 ~"/':::'-'-'>),, {" , \ . PROJECT DESCRIPTION: 1. Rebuild 24-foot wide roadway and parking lot within the limits of the existing roadway and parking lot. See Special Permit Condition 2.1. i . 3. . 2. Construction of pedestrian walkway seaward of the rebuilt roadway and parking lot. See Special Permit Conditions 2.1. and 2.2. 3. Dune enhancements to include sand placement and revegetation. See Special Permit Conditions 2.5., 2.6., and 2.7. SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. 2. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final site and grading plans and specifications for all authorized structures or excavation, including all appurtenant structures and utilities. These documents shall be signed and sealed by the design engineer or architect (as appropriate), who must be registered in the State of Florida. The plans and specifications shall be subject to approval from the staff of the Bureau of Beaches and Coastal Systems, and shall include or reflect the following: 2.1. ,A site plan depicting those items required by Rule 62B-33.0081(1), Florida Administrative Code. 2.2. The walkways shall be located landward of the existing dune areas and the existing building on the site. 2.3. Cross sectional drawings for the proposed walkway. 2.4. Plans indicating that the drainage flow diverted to a landward direction. 2.5. Existing dunes shall not be significantlv cut. 2.6. Landscape plans to include dune revegetation. 2.7. Quantity offill. Prior to issuance of the notice to proceed, the permittee shall provide written evidence that a public notice of the Department's action has been published for one day in the largest newspaper of general circulation in the county where the proposed project is located. A certification from the newspaper showing compliance shall be provided to the staff. The public notice must be published within 10 days of the date of issuance of this permit """""\ . .. 8. \ 11. . PERMITTEE: City of Clearwater PERMIT NUMBER: PI-S94 (Amend) PAGE 3 4. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. 5. Construction activity authorized by this permit shall not commence until after the time period provided in the public notice for the public to exercise any rights they may have under Chapter 120, Florida Statutes, has expired, 'or if a hearing is requested, disposition of the hearing request has been made. 6. All fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. 7. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site and adjacent property. Prior to completion of construction activities authorized by this permit, the permittee shall plant a mix of a minimum of three native salt-tolerant species within any disturbed areas seaward of the authorized structures. Plantings shall consist of salt-tolerant species indigenous to the native plant communities existing on or near the site or with other native species approved by the Department. Sod composed of non-native grasses is not authorized seaward of a major structure or decks. Plantings in other areas of the project site shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's May 2003 List of Invasive Species Category I and II. 9. No operation, transportation or storage of equipment or materials is authorized in marine turtle nesting habitat during the marine turtle nesting season, May 1 through October 31. 10. All permanent exterior lighting shall be installed and maintained in perpetuity as depicted on approved lighting schematic and cut sheets dated December 23, 2005. Approved lights are one hundred and seventy-seven (177) lOO-watt high pressure sodium (HPS) fixtures with 90 cut-off fixtures and flat lens. These fixtures shall be mounted on poles along the roadway, with the lens bottom at 17.712 feet above ground, tilted 15 upward and oriented eastward (away from the beach). A total of one hundred and thirty-eight (138) 3.2-foot tall bollard fixtures with SO-watt HPS lamps and 180 beachside shields shall be installed along the walk path and oriented eastward (away from the beach). No additional exterior lighting is authorized; existing lights and poles on the roadway, on the beach, and in the parking lots shall be removed during project construction. ---'0:",,->:.. . 12. . . PERMITTEE: City of Clearwater PERMIT NUMBER: PI-594 (Amend) PAGE 4 If any of the lights become visible from the beach or disorient nesting or hatchling sea turtles at any time, they must be modified such that they are no longer visible from the beach. 13. No construction fences shall be erected within marine turtle nesting habitat. 14. The permittee shall arrange for a site inspection by Department and FWC staff within 30 days of completion of all exterior light installation. Please ensure that a copy of the approved lighting plan is kept on-site during project construction. 15. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore-parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. This amended permit, with the referenced attachments, comprises the entire permit, and supersedes the permit as previously issued. Approved plans are incorporatT. into Done and ordered this 1-1 ..... day of 2006, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to S120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby ~~ 5!!.~ Depu~ Florida en! of Environmental Protection,1 "", aMd~' FINAL CERTIFICATION Bureau of Beaches and Coastal Systems Oivision of Water Resource Management Florida Department of Environmental Protection Permit Number: 3900 Commonwealth Boulevard Mall Station 300 Tallahassee, Florida 32399-3000 Permittee Name: PI-S94 (Amend) City of Clearwater This is to certify that the work under this permit for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053, Florida Statutes, which was granted by the Florida Department of Environmental Protection to the above named permittee, was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. . FOR WORK INCLUDING: Construction to rebuild roadway and parking lot, construction of pedestrian walkway, and dune enhancement. NOTE: Any deviations from the permit and any POrtions of the permitted work not actua11y performed shall be noted and described in detail as an exception to this certification. Signature of Engineer or Architect Date Typed or Printed Name of Engineer or Architect . of PIorida Registratlon Nmnber (Seal) DEP Form 73-1158 (Revised 11(4) 1 a Mail to: PERIODIC PROGRESS REPORT Bureau of Beaches and Coastal Systems Division of Water Resource Management Florida Department of Environmental Protection PERMIT NUMBER: 3900 Commonwealth Boulevard Mail Station 300 Tallahassee, Florida 32399-3000 PERMITTEE NAME: PI-S94 (AMEND) 1. If construction has occurred, please describe its maximum extent in the space provided below (If no work at all has been performed, please report "Not Started." If construction or other authorized activity has begun but no progress has been made since the last report, please report "No Progress"): CONSTRUCTION TO DATE INCLUDES: Construction to rebuild roadway and parking lot, construction of pedestrian walkway, and dune enhancement. CITY OF CLEARWATER All work performed as of this date is described above and is hereby certified to be in compliance with the project description and plans approved by the Department of Environmental Protection as part of the permit and with all conditions of the permit. Locations and elevations of all conStruction as of this date have been Specifically verified as applicable and have been found to comply with the project description, approved plans, and conditions of the permit No unpermitted construction or activity has occurred (Any exceptions to the statement above are to be described and explained under Item Number 1 above. as part of this report. The explanation should state why the construction or activities not in accordance with the permit has occurred.) 3. The property owner or authorized agent may sign these progress reports. However for new armoring or major reconstructed armoring, the reports must be signed by an engineer licensed in the state of Florida following each period in which construction has OCCUrred. Signature of Engineer (If applicable) Date (Seal) Typed or PrInted Name of Engineer (If applicable) Florida Registration Number (If app/lcable) .~nature of Property Owner or Authorized Agent (If applicable) .......... ......- """'.. -- Date DEP Form 73-11l (Revised 6/04) ~ Florida Department of Environmental Protection (DEP) Division of Water Resource Management Bureau of Beaches and Coastal Systems 3900 Commonwealth Boulevard, Mall Station 300 Tallahassee. Acrlda 32399-3000 (850) 488-nos n) All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45 % or less through the use of tinted glass or window film. 0) The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred. An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return both copies to the Bureau. The transfer request shall be provided on the form entitled "Permit Transfer Agreement" - DEP Form 73-103 (Revised 1/04), which is hereby adopted and incorporated by reference. No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department. A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. p) The permittee shall immediately inform the Bureau of any change of mailing address of the permittee and authorized agent until all requirements of the permit are met. q) For permits involving major structures or activities, the permittee shall submit to the Bureau periodic progress reports on a monthly basis begiMing at the start of construction and continuing until all work has been completed. If a permit involves either new annoring or major reconstruction of existing annoring, the reports shall be certified by an engineer licensed in the State of Florida. The permittee or engineer, as appropriate, shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit, or shall specify any deviation from the plans, project description, or conditions of the permit. The report shall also state the percent of completion of the project and each major individual component. The reports shall be provided to the Bureau using the form entitled "Periodic Progress Report" - DEP Form 73-111 (Revised 1/04), which is hereby adopted and incorporated by reference. Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed. At that time the foundation location form shall be submitted to and accepted by the Bureau prior to proceeding with further vertical construction above the foundation. The form shall be signed by a professional surveyor, licensed pursuant to Chapter 472, F.S., and shall be based upon such surveys performed in accordance with Chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Bureau using the form entitled "Foundation Location Certification" _ DEP Form 73- 114B (New 1/04), which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form. All survey information upon which the form is based shall be made available to the Bureau upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. s) For permits involving major structures, the permittee shall provide the Bureau with a report by an engineer or architect licensed in the State of Florida within thirty (30) days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans, project description, or permit conditions, and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a), F.A.C. If none of the permitted work is performed, the permittee shall inform the Bureau in writing no later than 30 days following expiration of the permit. The report shall be provided on the form entitled "Final Certification" DEP Form 73-115B (Revised 1/04), which is hereby adopted and incorporated by reference. t) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 62B-33.013, F.A.C. 2 The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or, if established, the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use. 3 The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. 4 In the event of a conflict ~tween a general permit condition and a special permit condition, the special permit condition shall prevail. Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399-3000, or by telephoning (850) 488-7708. General Pennit Conditions (June 13, 2004) Page 2 !<;-i,:,"lf",( , , ,i' ,of J ;1,' i, I:' ' s..... !~~~'~I:li".N':. IV ,~~\lii ".Q, , ,,^, "i: iii !:[ ,'::[ i.1 ;'1. ;'[ . BEACH WALK PHASES 2. 3 & 4 CONTRACT # SECTION IX - CONSTRUCTION DRAWINGS Section IX Construction Drawings (Project Plans) Introduction: In General tenns the Contract Drawings include those drawings prepared by PBS&J entitled "Beach by Design, Beach Walk - Improvements to South Gulfview Boulevard, and Coronado Drive", and those drawings prepared by DKS and Associates, Inc. entitled "Beach by Design, Beach Walk - Improvements to South Gulfview Boulevard, and Coronado Drive, Traffic Control Plans", and "Beach by Design, Beach Walk- Improvements to South Gulfview Boulevard, and Coronado Drive, Traffic Signalization Plans". More particularly noted as follows: . Contract Drawing General Listing General Construction Drawings G - General Drawings These drawings provide the general infonnation for all the designs, and include the Cover, Index to Drawings, General Notes, Typical Sections, Overall Project Plan, Horizontal and Vertical Layout, and Promenade Layout drawings. Infrastructure Drawings DP - Demolition Drawings (Including Erosion Control and Stonn Water Management Plans.) DD - Demolition Details (Including Erosion Control and Stonn Water Management Plans.) RP - Roadway Drawings (Drawings showing the detailed improvements to the infrastructure as it relate to the roadway, edge of the paved surfaces, and underground improvements) SP - Site Plan Drawings (where the construction of the project site is to be more precise, Site Plan (SP) drawings were prepared and shall take precedence over the RP drawings and other drawings where noted, within the noted boundary.) RD - Roadway Details ST - Drainage Drawings (The drainage system is a major improvement, and impacts the other drawings, where needed, construction details are also shown on the Site Plan (SP) Sheets.) SD - Drainage Details UT - Utility Relocation Drawings (These drawings show the new improved to the Utility Systems of the City, Water Mains and Sanitary Sewers. Franchised Utilities . l:ICOMMON\ClearwaterIBeach Walk Canst Docs Ph 2-4\Contr Docs-Tech SpecslCONTRACT DOCUMENTS-SEC IX BWD.doc 5/31/06 Page I of2 BEACH WALK PHASES 2. 3 & 4 CONTRACT # ,.\ SECTION IX - CONSTRUCTION DRAWINGS . . for, power, gas, telephone, and cable systems are shown to the best information available. Each of the Franchised Utility company will have their own utility relocation plans.) UD - Utility Details Surface Treatment Drawings SM - Signing and Pavement Markings Drawings (These will start the Surface Treatment Drawings Prepared by Civil Design) MD - Signing and Pavement Markings Details HS - Hardscape Drawings (Hardscape drawings show the surface treatment of the hard surface of the design shown on the Roadway Drawings (RP). The Planning Group in the PBS&J Orlando Office prepared these drawings. ) HD - Hardscape Details LS - Landscape Drawings (Landscape drawings show the surface treatment of the soft surface of the design shown on the Roadway Drawings (RP). These drawings were prepared under the responsibility of the Plaqning Group in the PBS&J Orlando Office.) LD - Landscape Details IR - Irrigation Drawings (Irrigation drawings show the method of irrigation of the landscaped surface of the design shown on the Landscape Drawings (LS). These drawings were prepared under the responsibility of the Planning Group in the PBS&J Orlando Office. ) ill - Irrigation Details Traffic Drawings TOC - Traffic Control Plans (The Traffic Control Plans were prepared by DKS, a sub- '4consultant ofPBS&J, and issued separately from the Contract Construction Drawings by PBS&J and are entitled "Beach .by Design, Beach Walk - Improvements to South Gulfview Boulevard, and Coronado Drive, Traffic Control Plans") T - Traffic Signalization Drawings/Details (The Traffic Control Plans were prepared by DKS, a sub- consultant ofPBS&J, and issued separately from the Contract Construction Drawings by PBS&J and are entitled "Beach by Design, Beach Walk - Improvements to South Gulfview Boulevard, and Coronado Drive, Traffic Signalization Plans".) . L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC IX BWD.doc 5/18/06 Page 2 of2 II.:'~...".. .,i'.'... , .. Si "'"i\qrtmIDNX.. ....'i!i!i'!~:il.'l',"'d;" ." ....Ii (2' '(11 ',',:" .- ;., '., .... ....... : I.:..... t: ::: '. ,', , " ;' (JJ....."................................ . BEACH WALK PHASES 2.3 & 4 SECTION X - CONSTRUCTION STANDARD DETAILS Section X Construction Standard Details (City Standard Details) CONTRACT # INTRODUCTION: This sections lists the Standard City of Clearwater Standard Details that are used within the city. Where Specific Contract Details are not provided the City Standards are to be utilized. The contractor shall obtain the current City Standard Details from the City Web site under: http://www.mvclearwater.com/gov/deots/pwa/ engin/Production/stddet/index.asp ) 100 SERIES 101 102 103 \, 104 I . 105 106 107 108 109 Sheet 1 Typical Curb Cross-Sections Sheet 2 Typical Curb Cross-Sections Sheet 1 Typical Street Section Sheet 1 Standard Driveway Locations at Intersections Sheet 2 Standard Driveway Locations Residential Sheet 1 Street & Driveway Replacement for Concrete & Asphaltic Concrete Surfaces Sheet 1 Typical Turning Radii Sheet 2 Minimum Turnaround Dimensions for Clearwater Sanitation Trucks Sheet 1 Concrete Swale Detail - Valley Gutter Curb Sheet 1 Concrete Swale Detail - Type I Curb Sheet 1 Typical Sidewalk Construction & Ramp Detail Sheet 2 Typical Sidewalk Curb Cut Ramps Physically Handicapped Sheet 3 Typical Bus Stop Pad Detail 110 Not Used 111 Not Used 112 Not used 113 Sheet 1 Interlocking Concrete Block Pavers 114 Sheet 1 Concrete Sidewalks & Meter Posts in Parking Lots 115 Sheet 1 Typical Brick Paver Pattern 116 Sheet 1 Paving Header & Brick Paver Detail 117 Sheet 1 Wheel Stops Reinforced Concrete 118 Sheet 1 Single Handicapped Parking Stall Sheet 2 Double Handicapped Parking Stall 200 SERIES . 201 Sheet 1 Storm Sewer Manhole Cover 202 Sheet 1 Storm Sewer Manhole Detail L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC X BWD.doc 5/18/06 Page 1 of4 "~".."..'..'..".',,',,',.',,.,",',%,"',.".".., .' . ...i , BEACH WALK PHASES 2.3 & 4 CONTRACT # SECTION X - CONSTRUCTION STANDARD DETAILS 203 Sheet 1 Storm Sewer Ring & Cover Detail 204 NOT USED 205 Sheet 1 Junction Box Non-Traffic Bearing 206 Sheet 1 Junction Box Non-Traffic Type 207 Sheet 1 Junction Box Traffic Type (poured Concrete) 208 NOT USED 209 Sheet 1 Type A Steel Nosed Wing Inlet for Type I Curb 210 Sheet 1 Type C Steel Nosed Wing Inlet for Valley Gutter Curb 211 Sheet 1 Type E Steel Nosed Wing Inlet for Modified Curb 212 Sheet 1 Type F Wing Inlet for Straight Curb 213 Sheet 1 Open Throat Inlet L 214 Sheet 1 Storm Sewer Outfall Control Structure w/Orifice 215 Sheet 1 Storm Sewer Outfall Control Structure with Underdrain 216 Sheet 1 Storm Sewer Outfall Control Structure with Slot or V-Notch 217 Sheet 1 Underdrain Detail for Dry Detention Areas 218 Sheet 1 Underdrain Detail- Back of Curb 219 Sheet 1 Underdrain Detail - Non-Roadway 220 Sheet 1 Underdrain at Driveways 221 Sheet 1 Standard Underdrain Cleanout (Storm) Sheet 2 Terminal End Underdrain Cleanout (Storm) 222 NOT USED 223 Sheet 1 French Drain 224 NOT USED 225 Sheet 1 Pressure Concrete Slope Protection Detail , 227 Sheet 1 Conduit Joint Wrap Detail 228 Sheet 1 Ductile Iron to RCP Pipe Connection 229 Sheet 1 Retaining Wall System (Typical for Clearwater Harbor, Channels & Ponds - Not for Gulf Beach Use) 230 Sheet 1 Typical Seawall System (For Gulf Beach, Clearwater Harbor, & Tampa Bay Use) 231 Sheet 1 Wet Detention/Retention Pond 300 SERIES 301 Sheet 1 Sanitary Sewer Manhole Cover Sheet 2 Sanitary Sewer Manhole Cover, Cast Iron 302 Sheet 1 Brick Masonry Manhole Detail, Sanitary Sewer, Outside Drop Sheet 2 Precast Sanitary Manhole Detail, Outside Drop Sheet 3 Inside Drop Detail, Sanitary Sewer 303 Sheet 1 Sanitary Sewer Lamp Hole Detail 304 Sheet 1 Standard Cleanout (Sanitary) Sheet 2 Standard Terminal End Cleanout (Sanitary) L:\COMMON\Clearwater\Beach Walk Canst Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC X BWD.doc 5/18/06 Page 2 of 4 .'......)...... ,/ i . 403 404 405 .....,- . 406 407 408 408 409 BEACH WALK PHASES 2.3 & 4 SECTION X - CONSTRUCTION STANDARD DETAILS 305 Sheet 1 Street Lateral Detail (Section) Sheet 2 Easement Area Lateral Detail (Section) Sheet 3 Sanitary Sewer Lateral Locations (plan & Profile) 306 Sheet 1 Sand or Lint Trap for Service Stations or Laundromats 307 Sheet 1 Grease Interceptor 750-1250 Gallon CONTRACT # 400 SERIES 401 Sheet 1 Water Main Service Connection Detail Sheet 2 Water Main Service Lines Typical Section Sheet 3 Service Locations 402 Sheet 1 Typical Valve Setting - Cross-Section Sheet 2 Typical Hydrant Setting - Cross-Section Sheet 3 Typical Hydrant Setting - Plan View Sheet 4 Typical Hydrant Setting - Tapping Sleeve & Valve by City Sheet 1 P.V.C. Pipe Restraint Sheet 2 Ductile Iron Pipe Restraint Sheet 1 BlowoffDetail Sheet 1 Typical Meter Sets w/Backflow Preventers 3/4" and 1" Models _ Sheet 2 Typical Meter Sets W/Backflow Preventers 1 1/2"and 2" Models Sheet 3 Typical Compound Water Meter Set, 900 Rise, 3", 4" and 6" Models Sheet 4 Typical Compound Water Meter Set, 450 Rise, 3", 4" and 6" Models Sheet 5 Parallel Meter Set NOT USED Sheet 1 Jack & Bore Sheet 1 Chlorination Tap Sheet 2 Temporary Blowoff and Sample Tap NOT USED Sheet 1 Typical Irrigation Sleeve 500 SERIES 501 Sheet 1 Residential Reclaimed Water Connection Detail 502 Sheet 2 Reclaimed 4" BlowoffDetail 600 SERIES 601 602 603 604 . 60S 606 Sheet 1 Temporary Erosion Control Gravel Interceptor Berm Sheet 1 Temporary Erosion Control Diversion Berm Sheet 2 Temporary Erosion Control Diversion Berm Sheet 1 Single Family Home Erosion Control Detail- Temporary Strawbale Sediment Barrier Sheet 1 Temporary Sediment Trap at Curb Inlet Sheet 1 Temporary Sediment Trap at Storm Drain Inlet Sheet 1 Temporary Erosion Control Sediment Basin L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC X BWD.doc 5/18/06 Page 3 of4 (~. .~~ . .- BEACH WALK CONTRACT # PHASES 2. 3 & 4 SECTION X - CONSTRUCTION STANDARD DETAILS 607 Sheet 1 Installing a Filter Fabric Silt Fence Sheet 2 Installing a Filter Fabric Silt Fence Sheet 3 Installing a Filter Fabric Silt Fence 608 Sheet 1 Temporary Sediment Barrier at Drop Inlet Sheet 2 Temporary Sediment Barrier at Drop Inlet 609 Sheet 1 Floating Turbidity Barriers, Type I and Type IT Sheet 2 Floating Turbidity Barrier, Type ill 610 Sheet 1 Typical Installation Layouts of Floating Turbidity Barriers 611 Sheet 1 Temporary Strawbale Sediment Barrier at Storm Drain Drop Inlet 612 Sheet 1 Temporary Strawbale Sediment Barrier 700 SERIES 701 Sheet 1 Dumpster Enclosure - Single Sheet 2 Dumpster Enclosure - Double Sheet 3 Dumpster Enclosure - Notes 800 SERIES NOT USED 900 SERIES 900 NOT USE 901 Sheet 1 Palm Tree Planting and Staking Detail 902 Sheet lOn-Center Plant Spacing Detail 903 Sheet 1 Palm Planting Detail 904 Sheet 1 Shrub & Groundcover Planting Detail 905 Sheet 1 General Landscape Notes Sheet 2 Irrigation Notes Sheet 3 Fertilization Notes 906 Sheet 1 Pine Tree Planting Detail 907 Sheet 1 Tree Planting Detail 909 Sheet 1 Tree Barricades L:\COMMON\Clearwater\Beach Walk Const Docs Ph 2-4\Contr Docs-Tech Specs\CONTRACT DOCUMENTS-SEC X BWD.doc 5/18/06 Page 4 of4