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FLS2006-07044 (2)Wells, Wane T L D 70 44 From: Wells, Wayne Sent: Friday, December 12, 2008 9:56 AM To: 'uosagie@rhaaia.com' Cc: 'dmoyer@cphengineers.com'; Lopez, Michael Subject: 23106 US Highway 19 N, Clearwater, FL - Walmart* Mr. Osagie - I apologize for not getting back to you earlier regarding the change to the facade and color scheme for this Walmart* project. I have talked to my management and we have the following comments regarding the new building elevation drawings you left with me: 1. Canopy over the Market & Pharmacy entrance to the center area of the building where the main Walmart* sign is located - The canopy located within the center area of the building ends at an odd location. It would be better to either end the canopy at the end of the center area closest to the Market & Pharmacy entrance or it needs to extend to the other end of the center area closest to the Home & Living entrance. 2. The center area of the building where the main Walmart* sign is located - This center area lacks definition, different than the current approved elevation, and could be improved through the use of pilasters at each end of this center area. Additionally, the thespa panels (stone beige in color) on either side of the thespa panels (salmon in color) are not symmetrical in width, making this center area look odd. The Walmart* sign is off-center in the salmon-colored area. 3. Proposed colors - The proposed new color scheme is acceptable. If necessary, call me to discuss our concerns outlined in #1 and #2 above. The proposed revisions to the elevations will require building plans to be resubmitted to Development Services for additional review under Building Permit #BCP2007-11185. I am unclear whether the proposed elevation revisions affect the civil site and landscape plans, and, if so, revisions to the civil site and landscape plans will need to also be submitted. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756-5520 Phone: 727-562-4504 Fax: 727-562-4865 WAL*MART SUPERCENTER EXPANSION CLEARWATER, F111 #2081 e Front Elevation • South ¦ Lam!-? , U . 2" p:1 rcrc f+ 1'i. ? J? l I a now as a3a Is AMMEME 9 I ORIGINAL RECENED FOR REWLATORVAPPROVAL ONLY Building Images shown are an artistic representation OCT ^ afi ea of the design intent Acual color or materials maywry1111 20 H Itom those shown due to final design det,ding. PLANNING DEPARTMENT CITY OF CLEARWATER Wal mart.. SUPERCENTER EXPANSION ' v L E \ 1 W \ I E , Fl, #2081 CTOBER 2008 J I s, H I r ORIGINAL RECEIVED W.T ANING DEPARTMENI CITY OF CLEARWATER FOR CITY APPROVAL ONLY euilmng images shown are an artistic representation of thedeslgn intent, Mtual Color ., -1-As ..y -y from thou shown doe tofmal desgn deutlling. TION NOI FOR 7' STORMWATER DESIGN CALCULATIONS PREPARED FOR Southwest Florida Water Management District and City of Clearwater .Clearwater Wal-Mart Expansion Clearwater, Florida December, 2006 e Architects INFill ion Management Certificate of Authorization No. 00003215 Engineers Planners Landscap Surveyors Construct DesigiVB ild u CPH Engineers, Inc. 3277A Fruitville Road, Suite 2 Sarasota, FL 34237 941-365-4771 ORIGINAL !RECEIVFr .. 2 8 2006 PLANNING DEPARIIVIEN7 CITY OF CLEARWATEP Y ,a '-. ',,. TABLE OF CONTENTS 1. Executive Summary FIGURES 1. Site Location Map 2. Aerial Photograph 3. USGS Quadrangle Map 4. Soils Map 5. Flood Insurance Rate Map (FIRM) 6. Pre-Development Nodal Diagram 7. Post-Development Nodal Diagram EXHIBITS 1. Pre-Development Drainage Basin Map 2. Post-Development Drainage Basin Map 2. Hydraulic Calculations - Pre-Development 3. ICPR Routing Analysis - Pre-Development 4. ICPR Routing Analysis - Post-Development 5. Pond Calculations ATTACHMENTS 1. Geotechnical Report 2. Environmental Resource Permitting Report 3. SWFWMD Permit Exemption ORIGINAL RECEIVED EEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER SECTION 1 EXECUTIVE SUMMARY ORIGINAL RECEIVED C 2 8 2006 PLANNING DEPARYMENT CITY OF CLEARWATER Executive Summary A. Introduction The proposed Wal-Mart Supercenter Expansion site is located in the City of Clearwater (Section 6, Range 29, Township 16) and consists of approximately 16.5 acres. It is bound by Stag Run Blvd to the north, a power easement to the west, US 19 to the east, and NE Coachmen Rd to the south. The proposed development will include an expansion to the existing Wal-Mart building (approximately 45,818 S.F. Expansion) and the required parking and infrastructure improvements to serve it. The total area being redeveloped under this permit is 2.27 Acres at the northwest portion of the site and the expansion of the existing pond/pre-treatment area; however the remainder of the site will be slightly reconfigured. That portion of the site has received an exemption from SWFWMD (Inquiry No. EX 3609). See attachment #3 for a copy of the SWFWMD Exemption. B. Existing Stormwater Drainage Conditions ' On-Site Conditions The site is composed of an existing Wal-Mart building (approximately 112,172 S.F.), roads, and parking. The portion of the project being developed under this permit is the ' vacant land just north of the existing building and the expansion of the existing pond/pre- treatment area. The subject site has a high point near the south portion of the expansion site (North of the existing Wal-Mart building). Runoff to the northeast of this high point sheet flows to an existing wetland. The site's current stormwater system consists of stormwater pipes that discharge directly into the existing wetland. The drainage for the subject site in the pre-developed condition is divided into four (4) basins as shown in the Pre-Developed Drainage Basin Map (Exhibit 1). Basin Expansion consists of the area to be developed and is approximately 4.32 acres which flows into the existing wetland/treatment area on the northern boundary of the site (Node: Ex Pond 1). Basin 1 consists of the existing parking lot and flows to the existing stormwater treatment area (Node: Ex Pond 1). Basin 2 consists of the two outparcels not included in this development which flow to wetland 2 (Node: Wetland 2) and are hydraulically connected to the stormwater treatment area (Node: Ex Pond 1). The Road basin is Stag Run Blvd to the north which flows through pipes to the stormwater treatment area (Node: Ex Pond 1). Based on SWFWMD's 24-hour, 25-year rainfall map, the rainfall amount for the subject site during a 25-year, 24-hour rainfall event is estimated at nine (9) inches. Off Site Conditions The site is bound to the north by Stag Run Blvd which provides a natural basin limit for the site. Runoff from the east is directed into the wetland. The Expansion basin was traced onto an aerial drawing and is shown in Figure 2. The site generally slop south to northeast and does not appear to accept any runoff from the existing C!--r 2 8 2006 PLANNING DEPARTMENT J:\W13454\Documents\Reports\Executive Summary 12-20-06.doc CITY OF CLEARWATER to the south. To the west of the site there is an existing power easement which divides the east and west basins. Hydrologic Conditions According to the United States Department of Agricultural Soil Conservation Service (SCS) survey for (Pinellas County, Florida) there are six soil types distributed across the site. The soil types with the corresponding hydrologic group and seasonal high water ORIGINAL table depths are as follows: RECEIVED Soil Type Hydrologic Group Seasonal High Water Depth Adamsville fine sand B < 0.83 FT Astatula fine sand B 3.33 - 5 FT Pomello fine sand B 0.83 - 3.33 FT Wauchula fine sand B < 0.83 FT Manatee loamy fine sand B < 0.83 FT Pamlico muck B < 0.83 FT Based on National Flood Insurance Program's Flood Insurance Rate Map (FIRM) (Map # 12103C01 26G, Effective Date: September 3, 2003) shown in Figure 5, the site is located within Flood Zone "X", areas determined to be outside the 500-year floodplain. 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Hydrologic soil characteristics have been taken from the SCS Soils Survey for Pinellas County to develop runoff curve numbers by the methodology outlined in the SCS TR-55 publication. Based on field visits, recent aerial photographs, and survey, the curve numbers for the onsite basins were developed. The Time of Concentrations for the drainage basins were estimated by delineating flow characteristics as overland sheet flow and shallow concentrated flow, in accordance with the accepted methods presented in the SCS TR-55 publication. Basin CN numbers and Time of Concentration (Tc) calculations for the Pre-Developed condition are included in Section 2. Runoff hydrographs were generated using the SCS Unit Hydrograph method with a peak factor of 256 and flood routed to the receiving nodes by applying the continuity equation through the assistance of the Interconnected Pond Routing computer program ([CPR), version 3.02. Routing calculations for the Pre-Developed condition are included in Section 3. Tailwater Conditions Stormwater Treatment Area The existing stormwater treatment area at the northeast portion of the site is accepting stormwater from the existing site. Water quality treatment and attenuation is being provided in the dry stormwater pond 1 prior to discharging into the existing stormwater treatment area. The pre treatment area is also being expanded to retain the additional volume from the development. The stage/area of Node: Ex Pond 1 in the post condition has been modified to account for this additional pond area. The seasonal high water table elevation was based on information from a field visit and determined to be 51.9 ft. J:\W13454\Documents\Reports\Executive Summary 12-20-06.doc 2 ' based on the existing invert elevation of the weir in the outfall structure in the stormwater treatment area. The water flows from the drop structure through a series of pipes to an ' existing swale along the south side of NE Coachman Rd where the invert of the headwall is 50.4 (used in the boundary node Off-site conditions). The max stage of the time/stage node (Node: Off-site) is taken as 53.5 because it is a 36" pipe conveying the ' stormwater. C. Stormwater Management System Design - _ Post Developed Conditions ' The stormwater drainage on the subject site in the post-developed condition consists of five (5) drainage basins based on the proposed site grading/drainage plan as shown in the Post-Development Drainage Basin Map (Exhibit 2). ' Hydrologic soil characteristics have been taken from the SCS Soils Survey for Pinellas County to develop runoff curve numbers by the methodology outlined in the SCS TR-55 ' publication. It is assumed existing hydrological type "B/D" soils will be used in the landscape areas and stormwater pond side slopes and most likely will become type "B" soils once placed in these areas; however, type "C" soils are modeled in the post ' condition to be conservative. A time of concentration (Tc) of 15 minutes was used for the basins per City of Clearwater guidelines. SWFWMD's 24-hour, 25-year rainfall map and the Soil Conservation Service's Florida ' Modified 24-hour rainfall distribution are used in the post-development stormwater analysis. Runoff hydrographs have been generated using the SCS Unit Hydrograph method with a peak factor of 256 and flood routed applying the continuity equation ' through the assistance of the Interconnected Pond Routing computer program (ICPR), version 3.02. Routing calculations for the Post-Developed condition are included in Section 4. ' D. Stormwater Management System Drainage - Post Development Conditions The stormwater runoff for the subject site in the post-developed condition is handled through one (1) dry stormwater retention pond and the expansion of the existing pre treatment area. The site is comprised of five basins. Basin Expansion is approximately 2.27 acres in size and contains the new parking lot and building square footage draining to storm inlets that flow into the proposed dry retention pond. The proposed stormwater management system for the post-developed condition is designed to provide the required water quality treatment for 1/2" over the site. Per the SWFWMD's Environmental Resource Permitting Information Manual, a dry detention treatment system shall treat one half (1/2) inch of runoff from all contributing areas. The ponds have been designed to treat 1/2 inch of runoff. Calculations of the required water quality treatment for the proposed dry detention system were completed in accordance with the SWFWMD's Resource Technical Procedure TP/SWP-0222 (Dated August 27, 1990) and are included in Section 5. Water quality treatment volume is provided between the weir elevation and the bottom of the pond which is set at approximately 1 foot above the SHWL (51.90). ORIGINAL RECEIVED CEC 2 8 2006 J:\W13454\Documents\Reports\Executive Summary 12-20-06.doc PLANNING DEPARTMENT 3 CITY OF CLEARWATER The discharge rates and stages of each node for the pre-developed and post-developed conditions during a 25-year, 24-hour rainfall event are tabulated as follows: Node Pre-Development Discharge Rate (25-year, 24-hour Storm) Ex Pond 1 44.8 cfs Wetland 2 8.48 cfs Off Site 44.8 cfs Node Post-Development Discharge Rate (25-year, 24-hour Storm Ex Pond 1 43.3 Wetland 2 7.33 Off Site 43.3 Node Pre-Development Max Stage (25-year, 24-hour Storm) Ex Pond 1 54.8 ft Wetland 2 54.94 ft Node Post-Development Max Stage (25-year, 24-hour Storm) Ex Pond 1 54.7 ft Wetland 2 54.86 ft ' As shown above the post-development rates and stages are less than the predevelopment rate and stage for each node. ORIGINAL RECEIVED CE-C 2 8 2006 PLANNING DEPAKIMENT CITY OF CLEARWATER J:\W13454\Documents\Reports\Executive Summary 12-20-06.doc 4 FIGURES 1-7 ORIGINAL RECEIVED C•i1v 2 8 2006 PLANNING MARTMENT CITY OF CLEARWATER r I C 9.n Sit_ S 0 a , ------------- 6r '.N- rtset PQI?it F1d '? ?? 6- 51 C (oix or Mn ohin Dr C7 t? 590 - - - U L H-04t. r I A, E ORIGINAL - r. . RECEIVFf) 2 8 2001;. `-qNING DEPAr: ;4 i, v z CITY OF 1"1[E1kRVv1A1Li1 r N E - F Engineers Scale: N.T.S. Planners LOCATION MAP `o Landscape Architects Date: 06/2006 Surveyors FIGURE $ Construction Management Job No.: W13454 WAL-MART SUPERCENTER EXPANSION 1 zv w w. c p h e n g i n e e r s. c o m WAL-MART STORES EAST, L.P. 3'_77 Fuitnille R..d, Bldg A, Suite; saraeota, n 34237 Certificate of Aathorl:adon Phone: 947.365.4771 Fax941.365.4779 No. 3215 CLEARWATER, FLORIDA ZEN P ,a 11, ire m y ?? :?• } ? may: ? ? ?? 4 Au. ^L f y mow, „?F ?_ 'f .? ,/ ? ? t1?' ? y?'? ?: ? dm? 4 U-4 • ;y ORIGINAL RECEIVED C ^c 2 8 2000 PLANNING UEVAxii-vitNI CJTY OF CLEARWATER Engineers Scale: N.T.S. Planners AERIAL MAP C Landscape Architects Date: 06/2006 Surveyors FIGURE Construction Management Job No.: W13454 WAL-MART SUPERCENTER EXPANSION 2 It' ttr w. le p h e n g i it e e r s. c o m 3 WAL-MART STORES EAST, L.P. ?"Fn.i h+i!(e Road, Bldg A, P. 34237 Certificate of Authorization Ph- 941,365.4777 F. Fax. 941.365.4779 No. 3215 CLEARWATER, FLORIDA 41 40, f MI t1y,EI?faYari I'? L ylAE is • r P''aaa .,.ah? -tires No [pal r 46 P -01 ?I / /It%q 0, M, N ORIGINAL RECEIVED C EC 2 8 20(? 06 PLANNING DEPARTMENT CJTY OF CLEARWATER Engineers Scale: N.T.S. Planners USGS TOPO MAP C Landscape Architects Date: 06/2006 Surveyors FIGURE construction Management Job No.: W13454 WAL-MART SUPERCENTER EXPANSION 3 w w w . c p h e n g i n e e r s. c o m WAL-MART STORES EAST, L.P. 3277Fmituille Road, Bldg4 Suite 2, Sarasota, FL 34237 Certificate ofAuthoriZatlOn Phone: 941.365.4777 F-941.365.4779 No Aut CLEARWATER, FLORIDA I I 3215 -A AMA A 1 p 1 'cq( ? "."?,.?ijt? 4? 4 r" yyyyyy «. wis• 6E n al ?- ME A ?` . 40 w. M a p U n it S y m u o I M a p U n it N a ITI e 2 A d a m s v ille s o ils a n d U rb a n Is n d 0 to 5 p e rc e n t s to p e a 3 A n c to to fin e s a n d d a p re s s lo n a I 1 1 F e l d a s o i l s a n d U r b a n 18 n d ORIGINAL 1 2 F e Ida f i n e s a n d, d e p r e s s lo n a I RECEIVEr, 1 6 M a n a to a lo a m y fin e s a n d 1 6 M a t I a c h a a n d S t. A u g u s tin a soils and Urban Is n d 17 M y a k k a soils and Urban land G??li 2 5 P o m a 110 s 0 Its and U rb a n land, 0 to 5 percent s to p e a l 27 S am sula m uck 28 Tavares soils and Urban land O to 5 percent alopa9 PLANNIIVC?e7?f 3 1 W a b as s o s oils a n d U rb a n Is n d SOURCE: PINELLAS COUNTY, FLORIDA - SOILS MAP. Engineers Scale: N.T.S. Planners SOILS MAP C Landscape Architects Date: 06/2006 FIGURE r1I Surveyors Construction Management Job No.: W13454 WAL-MART SUPERCENTER EXPANSION 4 w w w. c p h e n g i n e e r s. c o m WAL-MART STORES EAST, L.P. 3277 F. will. Road, Bldgn, Saite 2, Snrasotu, FL 3A237 Certificate afAuthanzation rhmcsat.sas.srrt Fa?s?•355.47>9 No.3275 CLEARWATER, FLORIDA g C t OTHER AREAS i Clea at r o ZONE X Areas determined to be outside 500 ye l fl d i n. oo p a ZONE 0 Areas in which flood hazards are undete mined. ROAD m? ' o. o ® NATIONAL FLOOD INSURANCE PROGRAM ZONE X er FIRM e` FLOOD INSURANCE RATE MAP PAN STAG I PINELLAS COUNTY, FLORIDA Pinellas County i g AND INCORPORATED AREAS U incorporated Ar SEPP PANEL 126 OF 327 12 lara lean ran >,ne a -pl C-0Nf/J`15: ? 3 ,. caeauxm luu? cu,a Rwa 3 Poo9 ? mn ea. s a a ? ? ?9 I MAP NUMBER 12103001266 fie, vb Qti G ; fi EFFECTIVE DATE: " t , Jti ® SEPTEMBER 3, 2003 iNmegemmt A ency enc Emer g y g 690 ?%- ? ?; ^` This le olAclal copy o/ a portion of the atoow referenced flood map. t. e using F-Mn On-Una. IN, map map does not reflect chanaee . r emim ndmen t may have been made subaequent to the date on the : > . • , he IM tlde dxk. For the latest product information about National Flood Insuran P.Drem flood maps check the FEMA Flood Map Store at vnvrv. nn-fema. ce aw ORIGINAL RECEIVED C t-0 2 8 2006 PLANNING DEPARiIVIeNT CJTY OF CLEARWATER Engineers Scale: 1"=1000' Planners FLOOD INSURANCE RATE MAP C Landscape Architects Date: 06/2006 Surveyors FIGURE eonstructionManagement Job No.: W13454 WAL-MART SUPERCENTER EXPANSION rJ w w w. c p At e n g i n e e r s. c o m WAL-MART STORES EAST, L. P. 3277 Fndtvtlle Road BldgA, Suite 2, Sarasota, FL 34237 Phone:941.365.4771 F-941.365.4779 Certificate e oofAutAUtharization CLEARWATER, FLORIDA Project: Wal-Mart Supercenter Expansion CPH Number: W13454 Condition Pre-Developed 1 0 0 1D r n C 0 U N cl) 3 LEGEND 0 BASIN 0 NODE -? LINK DS-WET OUT ORIGINAL RECEIVED CEC 2 8 2006 PLANNING DEPHij1,VWNT GTY OF CLEARWATkit M Engineers Planners Landscape Architects Surveyors Construction Management w w w. c p h e ng in e e r s. co m 3277A Fruitville Road, Suite 2, Sarasota, FL 34237 Phone: 941.365.4771 Fax: 941.365.4771 FIGURE 6 PRE-DEVELOPMENT NODAL DIAGRAM 1 1 1 1 1 1 1 1 1 1 1 ' N 0 a E ¦ CD 0 0 r a m U ¦ 0 3 Project: Wal-Mart Supercenter Expansion CPH Number: W13454 Condition Post-Developed EXPANSION 2 POND 1 EXPANSION ROAD BASIN 1 DS-POND 1 OUT EX POND 1 DS-WET OUT OFF-SITE LEGEND BASIN 0 NODE ? LINK FIGURE 7 POST-DEVELOPEMENT NODAL DIAGRAM Engineers Planners . Landscape Architects Surveyors Construction Management w w w . c p h e n g i n e e r s. c o m 3277A Fruitville Road, Suite 2, Sarasota, FL 34237 Phone: 941.365.4771 Fax: 941.365.4771 Q? r BASIN 2 WETLAND 2 ORIGINAL RECEIVED C-1-Co 2 8 2005 PLANNING DEPAWMENT CITY OF CLEARWATER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXHIBITS 1-2 ORIGINAL RECEIVED 2096 C L;, no PLANNING DEVAkI?vir-N1 CITY OF CLEARWATER 1 GRD .1ax`ES) sQEa'k .IPU? l35 ?1>i .? ? 1 1 i -71 1 I ? ' 1 I I , 1 I i 4.32 AC. exPANSION T-15 MIN t / V 1 1 1I 1 , I 1 i i ¦ 1 I I CN- e5 ?' 1' 9 I 7 ?II' Ii -_ 11 I --------------- ---------- ._ ---- __--_- , ,r i I \ 1 1 ? J f , 4.54 . BAS1 I \`' /f?'-/ ASA / "? IN1- \ T?15 MIN \? 1 1 CN=91 V ? I O ?. 1 1 I I / 1 I 1 , I , 1 t I I I Ili I 1 I I fill II I / 1 lit Z/ 1 1 ? , 1 11 RZO 1? r' i / QpUl?s9?,?6s1 4 \li/%'' i 1 - E 55P0 °fa dal Po ?P_ =a r _ Scale: 1" =150' Date: DEC 2006 Job No.:W13454 Certificate oJAuthorization No. 3215 Engineers p Planners ¦ Landscape Architects Surveyors Construction Management www.ephengineers.com 3277Fruitaille Road Bldg A, Suite$ Samsata, FL 34237 Pho-941365.4771 Fax 941.3554779 TE WI Nj?aR FO ?T P Z U ?z3 ^ I m?mW loo?ia 0 z .m. ? m ?.. mt•" na N 0 150 300 GRAPHIC SCALE LEGEND ® NODE AREA BASIN NAME DRAINAGE BASIN DATA Tc CN TIME OF CONCENTRATION FLOW PATH SUB-BASIN LINE ORIGINAL RECEIVED C = 2, 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER PRE-DEVELOPMENT DRAINAGE BASIN MAP EXHIBIT WAL*MART SUPERCENTER Store No. 2081-05 Clearwater, Florida SECTION 2 HYDRAULIC CALCULATIONS - PRE-DEVELOPMENT ORIGINAL RECEIVED C EL 2 8 2000 PLANNING DEpARi vitNI CITY OF CLEARWATER PRE-DEVELOPMENT CURVE NUMBER Basin: Expansion Cover Type Hydrologic Condition Soil Area Group CN (ac) Undeveloped Areas: Cultivated Land Without conservation treatment 0 With conservation treatment 0 Pasture or range land Poor condition 0 Good condition 0 Meadow Good condition 0 Wood or forest land Thin stand, poor cover, no mulch 0 Good Cover 0 Developed Areas: Pervious areas: Open space,lawns, parks Poor condition (grass cover < 50%) 0 Fair condition (grass cover 50% to 75%) B 69 1.97 Good condition (grass cover > 75%) 0 Impervious areas: ponds, parking lots, roofs 0 Roads: Paved: curb and storm sewers B 98 2.35 Gravel 0 Dirt 0 A = 4.32 CN = 85 ORIGINAL RECEIVED ?'w 2 8 2U?6 PLANNING I-)Et'hKjjvitN CITY OF CLEARWATEIz Page 1 of 1 PRE-DEVELOPMENT CURVE NUMBER Basin: 1 Cover Type Hydrologic Condition Soil Area Group CN (ac) Undeveloped Areas: Cultivated Land Without conservation treatment 0 With conservation treatment 0 Pasture or range land Poor condition 0 Good condition 0 Meadow Good condition 0 Wood or forest land Thin stand, poor cover, no mulch 0 Good Cover 0 Developed Areas: Pervious areas: Open space,lawns, parks Poor condition (grass cover < 50%) 0 Fair condition (grass cover 50% to 75%) B 69 0.68 Good condition (grass cover > 75%) 0 Impervious areas: ponds, parking lots, roofs B 98 1.06 Roads: Paved: curb and storm sewers B 98 2.80 Gravel 0 Dirt 0 A = 4.54 CN = 94 ORIGINAL RECEIVED CK 2 8 2006 PLANNING DEPfiii)ivirw CITY OF CLEARWATER Page 1 of 1 PRE-DEVELOPMENT CURVE NUMBER Basin: 2 Cover Type Hydrologic Condition Soil Area Group CN (ac) Undeveloped Areas: Cultivated Land Without conservation treatment 0 With conservation treatment 0 Pasture or range land Poor condition 0 Good condition 0 Meadow Good condition 0 Wood or forest land Thin stand, poor cover, no mulch 0 Good Cover 0 Developed Areas: Pervious areas: Open space,lawns, parks Poor condition (grass cover < 50%) 0 Fair condition (grass cover 50% to 75%) B 69 0.85 Good condition (grass cover > 75%) 0 Impervious areas: ponds, parking lots, roofs B 98 0.10 Roads: Paved: curb and storm sewers B 98 1.11 Gravel 0 Dirt 0 A = 2.06 CN = 86 ORIGINAL RECEIVED C r-r, 2 8 2005 PLANNING DEPARINIE ar CITY OF CLEARWATER Page 1 of 1 I PRE-DEVELOPMENT CURVE NUMBER Basin: Road Cover Type Hydrologic Condition Soil Area Group CN (ac) Undeveloped Areas: Cultivated Land Without conservation treatment 0 With conservation treatment 0 Pasture or range land Poor condition 0 Good condition 0 Meadow Good condition 0 Wood or forest land Thin stand, poor cover, no mulch 0 Good Cover 0 Developed Areas: Pervious areas: Open space,lawns, parks Poor condition (grass cover < 50%) Fair condition (grass cover 50% to 75%) ?jB #69 0.14 Good condition (grass cover> 75%) Impervious areas: ponds, parking lots, roofs 0 Roads: Paved: curb and storm sewers B 98 1.35 Gravel 0 Dirt 0 A = 1.49 CN = 95 ORIGINAL RECEIVED C PC 2 8 2006 PLANNING DEPARIMfENT CJTY OF CLEARWATER Page 1 of 1 SECTION 3 ICPR FLOOD ROUTING - PRE-DEVELOPMENT ORIGINAL RECEIVED CEC 2 8 2006 PLANNING DEPAHtjvjt,y? CJTY OF CLEARWATER W13454 - Clearwater Walmart Pre-Development Input Data ___= Basins ----------------========= ------------------------- ========== ---------- ==----------------------------- ------------------------------- ----------- ----------- ------------- ------------- Name: Basin 1 Node: Ex Pond 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 4.540 Time Shift(hrs): 0.00 Curve Number: 94.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ------------------------ Name: Basin 2 ---------- ------------------------------- Node: Wetland 2 ----------- Status: ----------------------- Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 2.060 Time Shift(hrs): 0.00 Curve Number: 86.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ------------------------ Name: Expansion ----------- ------------------------------- Node: Ex Pond 1 ---------- Status: ------------------------ Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 4.320 Time Shift(hrs): 0.00 Curve Number: 85.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ------------------------ Name: Road ----------- ------------------------------ Node: Ex Pond 1 ----------- Status: ------------------------ Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 1.490 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ___= Nodes ______ ------------------------------------------------------------------------------------------ Name: Ex Pond 1 Base Flow(cfs): 0.000 Init Stage(ft): 51.900 Group: BASE Warn Stage(ft): 55.500 Type: Stage/Area Stage(ft) Area(ac) 51.900 0.2000 52.000 0.2200 54.000 0.2500 55.000 0.2700 56.000 0.2900 ------------------------------- Name: Off-site Group: BASE Type: Time/Stage ----------------------------------------------------- Base Flow(cfs): 0.000 Init Stage(ft): 50.400 Warn Stage(ft): 53.500 Time(hrs) Stage(ft) --------------- --------------- 0.00 50.400 12.00 53.500 24.00 50.400 ------------------------------------------------------------------------------------- Name: Wetland 2 Base Flow(cfs): 0.000 Init Stage(ft): 51.900 Group: BASE Warn Stage(ft): 55.000 Type: Stage/Area Stage(ft) ---Area(ac) - 51.000 0.0900 52.000 0.1100 53.000 0.1300 ORIGINAL RECEIVED C R 2 s 2006 PLANNING DEPAN11VIEW CJTY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Pagel of 3 W13454 - Clearwater Walmart Pre-Development Input Data Pipes _____________ ' Name: Wet2 to Wet From Node: Wetland 2 Group: BASE To Node: EX POND 1 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span (in): 2.00 2.00 Rise lin): 249.00 244.00 ' Invert(ft): 50.670 50.650 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 ' Upstream FHWA Inlet Edge Description: Circular Concr ete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: ' Circular Concr ete: Square edge w/ headwall Length(ft): 64.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Stabilizer Option: None Drop Structures ___________ Name: Wet out From Node: Ex Pond 1 Group: BASE To Node: Off-site UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 36.00 36.00 Rise(in): 36.00 36.00 Invert(ft): 49.600 48.500 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Hot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Length(ft): 980.00 Count: 2 Friction Equation: Average Conveyance Solution Algorithm; Automatic Flow: Both Entrance Loss Coef: 0.500 Exit Loss Coef: 1.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Incs: 10 *** Weir 1 of 2 for Drop Structure Wet out * ** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 93.20 Invert(ft): 51.900 Rise(in): 9999.00 Control Elev(ft): 51.900 *** Weir 2 of 2 for Drop Structure Wet out * ** TABLE Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 54.00 Rise(in): 36.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 53.600 Control Elev(ft): 53.600 Hydrology Simulations ----------------------- Name: 025-Pre Filename: J:\w13454\Modeling\Analysis 2 No Ret. Wall\025-Pre.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 - Routing Simulations ______________________________ Name: 025-Pre Hydrology Sim: 025-Pre ' Filename: J:\W13454\Modeling\Analysis 2 No Ret. Wall\025-Pre.I32 Execute: Yes Restart: No Patch; No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 ORIGINAL RECEIVED c L 2 8 2006 PLANNING DEPARTIviENT CJTY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 3 W13454 - Clearwater Walmart Pre-Development Input Data Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) ------- - - Print Inc(min) -------------- - -- 24.000 --- 5.000 Group ------------ Run --- ----- BASE Yes End Time (hrs): 24.00 Max Calc Time(sec): 60.0000 Boundary Flows: _= Boundary Conditions ------------------------------------------------------------------------------------------ ORIGINAL RECEIVED 17- Co 2 8 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 3 W13454 - Clearwater Walmart Pre-Development Node Maximums Name Group Ex Pond 1 BASE Off-site BASE Wetland 2 BASE Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs Cfs hrs Cfs 025-Pre 12.26 54.794 55.500 -0.0050 11585 12.08 48.348 12.29 44.795 025-Pre 1200 53:500 53.500 0.0043 0 12.29 44,795 11.00 n.0no 025-Pre 12.32 54.943 55.000 0.0050 7359 12.08 8.644 12.54 8.480 ORIGINAL RECEIVED 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 SECTION 4 ICPR FLOOD ROUTING - POST DEVELOPMENT ORIGINAL RECEIVED CryC 2 8 2006 PLANNING DEPARMIENT CJTY OF CLEARWATER W13454 - Clearwater Walmart Post-Development Input Data __-- Basins ----- -- Name: Basin 1 Node: Ex Pond 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 4.540 Time Shift(hrs): 0.00 Curve Number: 94.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 -_ _______________ Name: Basin 2 __________ _______________________________ Node: Wetland 2 ___________ Status: ______________________ Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 2.060 Time Shift(hrs): 0.00 Curve Number: 86.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ------------------------- Name: Expansion ---------- ------------------------------- Node: Ex Pond 1 ----------- Status: ----------------------- Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 2.050 Time Shift(hrs): 0.00 Curve Number: 85.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 94.00 ------------------------- Name: Expansion ---------- 2 ------------------------------- Node: Pond 1 ---------- Status: ------------------------ Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 2.270 Time Shift(hrs): 0.00 Curve Number: 85.00 Max Allowable Q(cfs): 999999.000 DCIA(8): 94.00 ________________________ Name: Road ___________ ______________________________ Node: Ex Pond 1 ___________ Status: ________________________ Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 1.490 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ------------ --------- NodeS Name: Ex Pond 1 Base Flow(cfs): 0.000 Init Stage(ft): 51.900 Group: BASE Warn Stage(ft): 55.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.900 0.2800 52.000 0.3000 54.000 0.3400 55.000 0.3600 56.000 0.3900 ------------------------------------------------------------------------------------- Name: Off-site Base Flow(cfs): 0.000 Init Stage(ft): 50.400 Group: BASE Warn Stage(ft): 53.500 Type: Time/Stage Time(hrs) Stage(ft) _ 0.00 50.400 12.00 53.500 24.00 50.400 ORIGINAL RECEIVED C 2 8 2006 PLANNING DEPARfIAENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Pagel of 3 W13454 - Clearwater Walmart Post-Development Input Data -----------------------------------------------------------------'------------------------ Name: Pond 1 Base Flow(cfs): 0.000 Init Stage(ft): 53.000 Group: BASE Warn Stage(ft): 55.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.000 0.0900 54.000 0.1200 55.000 0.1500 56.000 0.1800 ------------------------------------------------------------------------------------------ Name: wetland 2 Base Flow(cfs): 0.000 Init Stage(ft): 51.900 Group: BASE Warn Stage(ft): 55.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.000 0.0900 52.000 0.1100 53.000 0.1300 Pipes ________________ Name: Wet2 to Wet From Node: Wetland 2 Length(ft): 64.00 Group: BASE To Node: Ex Pond 1 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): 50.670 50.650 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Drop Structures Name: Pond 1 out From Node: Pond 1 L ength(ft): 60.00 Group: BASE To Node: Ex Pond 1 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 50.930 50.750 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solu tion Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edg e Description: Circular Concrete: Square edge w/ headwall. *** Weir 1 of 1 for Drop Structure Pond 1 out ** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 18.00 Invert(ft): 53.800 Rise(in): 999.00 Control Elev(ft): 53.800 -------------- Name: ----------- Wet out -------------------- From Node: ------------------------------- Ex Pond 1 Length(ft): ------------------------ 980.00 Group: BASE To Node: Off-site Count: 2 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invert(ft): 49.600 48.500 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use do or tw ORIGINAL RECEIVED C :_Co 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 3 W13454 - Clearwater Walmart Post-Development Input Data Top Clip(in): 0.000 0.000 Hot Clip(in): 0.000 0.000 Upstream FHWA. Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure Wet out *** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 43.20 Rise(in): 9999.00 *•• Weir 2 of 2 for Drop Structure Wet out *** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 54.00 Rise(in): 36.00 Inlet Ctrl Spec: Use do Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 51.900 Control Elev(ft): 51.900 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 53.800 Control Elev(£t): 53.800 TABLE TABLE Hydrology Simulations -------- ---------- Name: 025-Post Filename: J:\W13454\Modeling\Analysis 2 No Ret. Wall\025-Post.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) _______________ --------------- 24.000 5.00 Routing Simulations Name: 025-Post Hydrology Sim: 025-Post Filename: J:\W13454\Modeling\Analysis 2 No Ret. Wall\025-Post.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 60.00 Min Cale Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 60.000 5.000 Group Run --------"-'-- ----- BASE Yes Boundary Conditions ORIGINAL RECEIVED C,-v 2 8 2000 PLANNING DEPARTMENT CJTY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 3 W13454 - Clearwater Walmart Post-Development Node Maximums Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs Cfs Ex Pond 1 BASE 025-Post 12.31 54.719 55.500 -0.0050 15440 12.08 46.524 12.34 43.347 Off-site BASE 025-Post 12.00 53.500 53.500 0.0043 0 12.34 43.347 0.00 0.000 Pond 1 BASE 025-Post 12.37 55.482 55.500 0.0046 7163 12.08 10.398 12.42 7.714 Wetland 2 BASE 025-Post 12.35 54.864 55.500 -0.0050 7290 12.08 8.645 12.55 7.332 ORIGINAL RECEIVED Cam 2 8 2000 PLANNING DEPAR1wiENT CJTY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 SECTION 5 POND CALCULATIONS ORIGINAL RECEIVED C? 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Required Water Quality Calculation Per SWFWMD and City of Clearwater Guidelines: Provide treatment volume for One half (1/2) inch of rainfall over the site, both onsite and Onsite: 2.27 acres Offsite: 0 acres Required Water Quality Volume (WQV) = 2.27 (0.5'712") WQVreq = 0.09 ac-ft Provided Water Quality Calculation Half Volume Level 53.4 Pond WQVp= 0.10 ac-ft Pnnr1 1 Elev (ft) Area (ac) Average Area ac Inc. Volume ac-ft Total Volume ac-ft 53.00 0.09 0 0.12 0.10 53.80 0.11 0.10 0.13 0.16 55.00 0.15 0.25 0.17 0.17 56.00 0.18 0.42 NQV WQV provided between SHWL and Overflow Weir With Overflow Weir at 53.75 total WQV 0.10 ac-ft Total WQVp for Pond = 0.10 ac-ft > 0.09 Therefore the required WQV is provided ORIGINAL RECEIVE? 2 8 2006 PLANNING DEPARIMk:N? CJTY OF CLEARWATER Attachment 1 Geotechnical Report ORIGINAL RECEIVED C 2 8 2066 PLANNING DEPARTMENT CJTY OF CLEARWATER Report of Geotechnical Exploration Wal*Mart Store No. 2081-05 23106 U.S. Highway 19 North Clearwater, Pinellas County, Florida CPH Project No. W13454 ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I ' i ODARSE & A S S O C I A T E S, I N C. Geotechnical, Environmental Consulting & Materials Engineering June 9, 2006 N&A Project No. 04-06-0068-101 Mr. Carlos Romero CPH Engineers, Inc. 3277A Fruitville Road, Suite 2 Sarasota, Florida 34237 Report of Geotechnical Exploration Wal*Mart Store No. 2081-05 23106 U.S. Highway 19 North Clearwater, Pinellas County, Florida CPH Project No. W13454 ORIGINAL RECEIVED cr:r" C) r B 2006 PLANNING DEFARIMENI CITY OF CLEARWATER Dear Mr. Romero: Nodarse & Associates, Inc. (N&A) is pleased to present this report of our geotechnical exploration for the above-referenced project. The purposes of this study were to explore subsurface soil conditions at the site and to use the data obtained to assist in the design of foundations and pavements for a proposed addition to an existing Wal*Mart store. This report describes our exploration procedures, exhibits the data obtained, and presents our conclusions and recommendations. SUMMARY The results of this geotechnical exploration indicate that the site is suitable for support of the proposed structure on conventional shallow spread footings. Site preparation (including clearing, stripping, and proofrolling) will be required to provide adequate support for foundations and pavements. PROJECT INFORMATION The project site is located at 23106'U.S. Highway 19 North on the northwest corner of the intersection with N.E. Coachman Road in Clearwater, Florida. The site currently contains an ' j existing Wal*Mart store. The proposed project consists of the design and construction of an approximately 30,000 square foot addition to the existing store. The project also includes a new paved parking area on the north side of the store. We have assumed that structural loads will not exceed 150 kips for columns and 6 kips per linear foot for load-bearing walls. We have also B11-J1 L D ON C) u>f?z EXPERIENCE 504 EAST TYLER STREET • TAMPA, FL 33602 • 813.221.0050 • FAX: 813.221.0051 • E-MAIL: nodarse@nodarse.com t JACKSONVILLE • MIAMI • ORMOND BEACH • POLK COUNTY • TALLAHASSEE • TAMPA • WEST PALM BEACH • WINTER PARK Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 2 assumed that proposed finished grades are within 2 feet of existing grades. The original geotechnical report performed for the existing structure was not available for our review. A review of the United States Geological Survey Safety Harbor, Florida Quadrangle map, attached in the Appendix as Figure 1, shows that prevailing elevations in the area are approximately +55 feet. Site grades at the project site are relatively flat and level. Elevations generally increase to the north and decrease to the south and east of the site. A review of the United States Department of Agriculture Soil Conservation Service (SCS) survey for Pinellas County, Florida, attached as Figure 2 in the Appendix, indicates that soils in most of the site consist of Adamsville fine sand, Astatula fine sand, Pomello fine sand, and Wauchula fine sand. According to the survey, Adamsville, Astatula, and Pomello soils consist of fine sands from the ground surface to the survey depth of 80 inches. Wauchula soils consist of fine sands to an approximate depth of 33 inches underlain by loamy fine sand to 35 inches, sandy clay loam to 55 inches and fine sandy loam to the survey depth of 80 inches. Soils in the wetland area in the northeastern portion of the site include Manatee loamy fine sand and Pamlico muck. According to the survey, Manatee soils consist of loamy fine sand to a depth of approximately 18 inches underlain by fine sandy loam to 44 inches and fine sand to the survey depth of 72 inches. Pamlico soils consist of muck to a depth of approximately 44 inches underlain by fine sand to the survey depth of 65 inches. The soil types with corresponding. seasonal high water table depths are as follows: Soil Type Seasonal Hieh Water Depth (in. Adamsville fine sand <10 Astatula fine sand 40 - 60 Pomello fine sand 10 - 40 ORIGINAL RECEIVED Wauchula fine sand <10 EEC 2 8 2006 Manatee loamy fine sand <10 Pamlico muck <10 PLANNING DEPARTMENT CJTY OF CLEARWATER SUBSURFACE EXPLORATION Our exploration consisted of performing three Standard Penetration Test (SPT) borings to a depth of 20 feet and one SPT boring to 50 feet within the proposed building addition area. In the proposed paved parking and driveway areas, we performed eight auger borings to a depth of 10 feet. We also performed 10 pavement cores with machine auger borings to a depth of 10 feet within existing pavement areas on the west and east sides of the existing structure. The field testing locations were determined at the site by referencing from existing site features and are shown on the Location Plan attached in the Appendix as Figure 3. Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 3 Standard Penetration Tests were performed continuously in the SPT borings to a depth of 10 feet and at 5-foot depth intervals thereafter. Each sample was removed from the sampler in the field and was examined, packaged, and sealed for transportation to our laboratory for further examination and visual classification. Groundwater levels were measured in the boreholes at the time of our field exploration. The auger borings were performed by hydraulically turning a 4-inch diameter continuous flight auger into the ground in 5-foot increments. Additional flights were added until the desired termination depth was achieved. The auger was then extracted without further rotation and representative soil samples were retrieved from the auger. Samples were visually classified in the field and were then collected and returned to our soils laboratory for further classification and testing. The pavement cores were performed using a 4-inch diameter hollow core barrel attached to a portable coring machine. Pavement surface course and base course samples were extracted, classified, and measured for thickness. Auger borings were then performed within the open holes to a depth of 10 feet. GENERAL SUBSURFACE CONDITIONS Subsurface conditions encountered in the borings are shown on the Soil Boring Records (Figures 4 ' and 5 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 examination. Stratification boundaries between soil types should be considered approximate as the actual transition between soil types may be gradual. The SPT and auger borings performed for this exploration encountered fine sands and slightly silty sands from the ground surface to depths of 17 to 18 feet in the SPT borings and to the boring termination depth of 10 feet in the auger borings. The relative density of these soils was loose to ' very dense with standard penetration resistance values (N-values) in the SPT borings ranging between 7 and 54 blows per foot (bpf). These sandy soils were underlain in the SPT borings by sandy clay with traces of phosphate fragments to a depth of approximately 23 feet in boring TB-1 and to the boring termination depth of 20 feet in borings TB-2, TB-3 and TB-4. N-values varied from 6 to 12 bpf. In boring TB-1, very stiff to very hard clay was observed from 23 feet to the boring termination depth of 50 feet. N-values ranged between 26 bpf and 50 blows for 3 inches of t% penetration. ' The groundwater level was observed in the SPT and auger borings, at the time the borings were performed, at depths of 4.5 to, 6 feet below the existing ground surface. Since the site is an existing Wal*Mart, the borings were backfilled immediately to eliminate potential tripping hazards; therefore, 24-hour groundwater readings were not obtained. However, due to the relatively clean sands encountered, the groundwater level will stabilize very rapidly. Groundwater deGl ill RECEIVED C 2 8 2005 PLANNING DEPARTMENT ' CITY OF CLEARWATER Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 4 fluctuate with the amount of rainfall and with site development and, therefore, may be different at other times. Based on the SCS survey and the results of our exploration, we estimate the seasonal high groundwater level will be encountered at a depth of approximately 2.5 feet below the existing ground surface. ' Eight of the ten pavement cores performed encountered 21/2 to 4 inches of asphalt over 4 to 5 inches of crushed limerock base. The other two pavement cores encountered 61/2 inches of Portland cement concrete. The following table presents pavement layer types and thicknesses encountered at the ' pavement core locations: ?'< l h? p c f < '4 ` r _ ? v, ? 4,?•i IY'Sh '1 ? i fR Al `? '?{ 1 . ,'=gal Pavement Course T ; ! ?} w Base Course 1 , t , } y? rr v<r o- ;? Core No" ' r ,,, „ •< " , ? a?.,L , A' <? y, Thickness` M , ? z G4 <u ??, a; '? hiclcness 11 T J,? tl< ?"? al < 1 ?"? A ? W ?? 1 1:' T'pe ;CY a.h x xl h ,? l { + 1 4 . , r (ches) in ' . es) (inc , . ..,.. PC-1 Asphalt 3 Limerock 4 PC-2 Asphalt 3 Limerock 4 PC-3 Concrete 61/2 -- -- PC-4 Concrete 61/2 -- -- PC-5 Asphalt 21/2 Limerock 41/2 PC-6 Asphalt 21/2 Limerock 41/2 PC-7 Asphalt 21/2 Limerock 41/2 PC-8 Asphalt 3 Limerock 4 PC-9 Asphalt 3 Limerock 5 PC-10 Asphalt 4 Limerock 4 LABORATORY TESTING In order to aid in classifying the soils and to correlate engineering properties, laboratory index property and classification tests were performed on representative soil samples obtained from the borings. Laboratory testing consisted of performing moisture content and single sieve (No. 200.) grain size tests to assist in soil classification. Test results are shown in the following table: ORIGINAL RECEIVED 'I EEC 2 8 2000 PLANNING DEPARTMENT CITY OF CLEARWATER u ' Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 5 z.i ag ormg No j a,,...,W,. Sample Depths ..Y.1 Y7 4N4 *k feet z l - a rc Percent Moisture ?Z ?)f 0JJI: C k s- rrru JsS Percent?Passing Y({1d'? 19 I{f{ No X200 Sieve„ . USl. 7 tro''i ?GY < Classif e ahon .• ' . TB-1 4-6 9.6 6.9 SP-SM TB-1 6-8 22.6 5.3 SP-SM TB-3 6-8 20.1 5.5 SP-SM TB-4 4-6 8.7 3.0 SP AB-3 7-10 20.7 8.8 SP-SM AB-7 4-7 7.7 7.5 SP-SM PC-3 7-10 22.7 4.5 SP PC-4 7-10 18.9 3.2 SP PC-5 2.5 - 5 32.3 9.4 SP-SM PC-10 8-10 21.3 12.0 SP-SM Corrosion series testing, consisting of pH, resistivity, chlorides, and sulfates, was also performed on representative soil samples. The results are presented in the following table: Boring ?• F Sample Depth ' n ,? Chlorides r 4?r Sulfates t i ` Resistivity I , ! 1t . cw= }S 7 r u x ) H x P ! tmfk y#i? Y Erg; ?? ) , t b v.?t rf r a v o' r t. : ) (m V P (t. { % 0$nl CIri ) (mg g . , TB-1 0-4 8.0 60 <5 12000 TB-2 0-4 7.4 60 <5 7400 TB-4 0-4 8.2 60 <5 23000 According to FDOT standards, soils with a pH value between 5 and 6 are moderately aggressive to ,' concrete and extremely aggressive to steel. Soils with a pH value between 6 and 6.5 are moderately aggressive to both concrete and steel. The test data indicate that the soils at this site are only slightly aggressive to concrete and steel. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based on the project characteristics previously described, the data obtained in our field exploration and our experience with similar subsurface j conditions and construction types. If final building locations, grades, or foundation loads are significantly different from those previously described, or if subsurface conditions different from those disclosed by the borings are encountered during construction, we should be notified immediately so that we might review the following recommendations in light of such changes. ORIGINAL RECEIVED EH's 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ,I 1 Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 6 Foundation Design: Once the existing subgrade and/or new fill soils in the proposed structure area have been prepared in accordance with the following recommendations, the proposed building can be constructed on a system of conventional shallow spread or strip footings bearing at minimum depths below the finished floor elevations. Footings which bear in densified existing soils or in new structural fill may be designed based on a maximum allowable bearing pressure of 2,500 pounds per square foot. Minimum footing dimensions of 18 inches for continuous footings and 24 inches for individual /spread footings should be used even though the maximum allowable bearing pressures may not be fully developed in all cases. Footings should bear at least 18 inches below finished exterior grades. Footing subgrade soils should be approved by the Geotechnical Engineer prior to placement of concrete and steel. As a minimum, the footing subgrade soils should be compacted to a density'of at least 95 percent of the soils modified Proctor maximum dry density for a depth of 12 inches. Settlement: The settlement of shallow foundations supported on sandy soils should occur rapidly. 'I Thus, the majority of expected settlements should occur during construction as dead loads are imposed at the footing locations. Provided that the recommended subgrade preparation operations are properly performed, the total settlements of isolated columns and wall footings should be less than 0.75 inch, and differential settlements should be less than 0.50 inch. Floor Slab Design: Assuming that site preparation and fill placement are performed in accordance with the recommendations presented in this report, the floor slab can be designed using a modulus of subgrade reaction value of 200 pounds per square inch per inch (psi/in). To reduce the possibility of the slab cracking due to minor differential settlement, the floor slab should be structurally separate from the foundations, or transitions from foundation-supported building elements to soil-supported floors should be reinforced. The final subgrade elevation should be established 10 inches below the finished floor elevation to allow for a 4 inch slab, or at 11.5 inches below the finished floor elevation when using a 5.5 inch slab to allow for the slab thickness and a 6 inch subbase. The subbase shall consist of 4 inches of coarse aggregate meeting the gradation requirements of ASTM D-448, coarse aggregate size No. 57 covered with 2 inches of fine aggregate meeting the gradation requirements of ASTM D-448, coarse aggregate size No. 10 with 6 to 12 percent passing the No. 200 sieve. To reduce the potential for. slab curling and differential curing, the slab should be maintained in a moist condition following fresh concrete placement and protected from accelerated surface drying ' caused by exposure to wind or direct sunlight. Protection of the fresh concrete should be in accordance with American Concrete Institute (ACI) guidelines. A vapor barrier is required to limit slab dampness due to soil moisture. A minimum thickness of 10 mil should be used; however, a 15 mil thickness should be considered to help limit damage due to construction activity. ORIGINAL ' I RECEIVED CRL P. 8 2006 ' PLANNING DEPARTMENT CITY OF CLEARWATER Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 7 Retaining Wall Design: Retaining walls should be designed for the same allowable soil bearing pressures as specified above for the structure. Passive and active earth pressure coefficients of 3.0 and 0.33, respectively, should be used for retaining wall design. An at-rest earth pressure of 0.5 may also be used for design purposes. Equivalent fluid pressure may be computed by multiplying the unit weight of backfill (110 pcf) by the earth pressure coefficient. Below the water table, the effective unit weight of soil (e.g. 110 - 62.4 pcf) should be used with the appropriate earth pressure coefficient. Fill behind retaining walls should consist of fine sands containing less than 10 percent material passing a No. 200 sieve. Backfill should be placed in accordance with the recommendations for fill placement presented below. Retaining wall design should also include hydrostatic pressures if groundwater will be retained as well as soil. The earth pressure coefficients provided above assume that the soil will be placed in horizontal lifts and not extend above the top of the retaining wall. Surcharge loads from structures or embankments have not been included in the earth pressure parameters presented above. Pavement Design: With site preparation completed as discussed above, the site appears suitable for use of conventional flexible and rigid pavement sections. Standard-duty pavements should be designed based on 109,500 18-kip Equivalent Single Axle Loads (ESALs), and heavy-duty pavements should be designed based on 211,700 18-kip ESALs. Based on these design loads, the following standard- and heavy-duty flexible pavement sections may be utilized: FLEXIBLE PAVEMENT SECTION >,' < . T THICKNESS INCHES) ASr•• STANDARDDIITY' DUTY 17P?AVY. . Surface Course Type S-1 or S-3 Asphaltic Concrete with minimum Marshall stability of 1500 lbs. 3 4 Compacted to at least 95 percent of the maximum laboratory Marshall density. Base Course Limerock having a minimum LBR of 100 and compacted to at least 98 percent of the 6 6 modified Proctor maximum dry density D-1557). (AST? ad' Subin Stabilized to a minimum LBR of 40 and compacted to at least 95 percent of the 12 12 ri-lodified Proctor maximum d?i density (ASTM D-1557). The bottom of the base should be maintained at least 18 inches above the estimated seasonal high groundwater level. Care should be taken when designing near irrigated landscaped areas or other areas which maybe subjected to unusually high moisture conditions. Prolonged surface run IGIer RECEIVED 2 8 200'6 PLANNING DEPARTMENT CITY OF CLEARWATER Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 8 asphalt or at the pavement/curb joints can cause moisture-related pavement distress. As an alternative to limerock base, crushed concrete may be considered. Crushed concrete tends to be more moisture tolerant than limerock. It may be used as close as •12 inches to the estimated seasonal high water level. The following standard- and heavy-duty rigid pavement sections may be utilized based on the design loads described above: RIGID PAVEMENT SECTION a" TFIICKNESS (INCHES ' Y ;. STANDARD=DUT ,;: HEAVE' DUTY < . .. . Surface Course Portland Cement Concrete with 4000 psi, 5 6 28-day compressive strength. Base Course Granular soils compacted to at least 98 4 4 percent of the modified Proctor maximum dry density (ASTM D-1557). Subgrade Insitu sands compacted to at least 95 12 12 percent of the modified Proctor maximum dry density (ASTM D-1557). Rigid pavement requires either 24 inches of separation between the bottom of the surface course and the seasonal high groundwater table, or the use of underdrains to maintain this separation. The materials specified and construction methods should follow the latest edition of the Florida Department of Transportation's Standard Specifications for Road and Bridge Construction. General Site Preparation: The initial step in site preparation should be the complete removal of all topsoil, roots, debris, and other deleterious materials from beneath and to 5 feet beyond the proposed structure and pavement areas. Also the location of any existing underground utility lines within the construction area should be established. Provision should be made to relocate any interfering utility lines from the construction area. Underground pipes that are not properly removed or plugged may serve as conduits for subsurface erosion which subsequently may result in excessive settlements. T +, n+„ nr, r) r.?t.Amay?4 arAac l?n»?rl than a Sri r?arted a tnnrrni? ??P (i1TP( ?1 he s«u. pure uL1LL Uv..ll.-Ill uivu saavu• + b, i k . r........,?....-bhlyproofross d as ____ctP(? e_ ..y a Geotechnical Engineer. The proofrolling should be performed using a large vibratory roller with a static weight on the order of 10 tons. Care should be used when operating the compactor near any existing structures (within 5 0-75 feet) to avoid transmission of vibrations that could cause settlement damage. ORIGINAL RECEIVED ,;-, 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER r Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 9 Proofrolling of the structure and pavement areas should consist of at least five overlapping passes in each of two perpendicular directions and should be observed by a Geotechnical Engineer. The purposes of the proofrolling are to detect any areas where unsuitable soils are present as well as to densify the near-surface loose soils for support of shallow foundations and pavements. Materials which yield excessively during the proofrolling should be undercut and replaced with well- 1i compacted structural fill. The Geotechnical Engineer, based on his observations, can recommend the nature and extent of any remedial work. Based on our exploration, no major remedial work is anticipated at this site. Proofrolling of the structure and pavement areas should continue for the ' required number of passes and until the soil at a depth of 12 inches below the compaction surface has attained a minimum of 95 percent of the soil's modified Proctor maximum dry density as determined by ASTM Specification D-1557. In-place density tests should be performed by an experienced geotechnical engineering technician working under the direction of a registered Geotechnical Engineer to verify the required degree of compaction. A minimum test frequency of one test per 2,500 square feet of structure area proofrolled and one test per 5,000 square feet of pavement area ' proofrolled is recommended. Fill Placement: After the site has been proofrolled and accepted by the Geotechnical Engineer, any ' fill required to bring the site to final grade may be placed and properly compacted. All fill should be inorganic, non-plastic, granular soil (clean sands). The fill should be placed in level lifts not to exceed 12 inches loose thickness. The fill should be compacted to a minimum of 95 percent of the 'I soil's modified Proctor maximum dry density as determined by ASTM Specification D-1557. In- place density tests should be performed on each lift by an experienced engineering technician working under the direction of a registered Geotechnical Engineer to verify that the recommended degree of compaction has been achieved. We suggest a minimum testing frequency of one test per lift per 2,500 square feet of area within structural limits and for every 5,000 square feet of area in i proposed pavement areas. This fill should extend a minimum of 5 feet beyond building lines to prevent possible erosion or undermining of footing bearing soils. Further, fill slopes should not exceed 2 horizontal to 1 vertical. All fill placed in utility line trenches and adjacent to footings ' beneath slabs on grade should also be properly placed and compacted to the specifications stated above. However, in these restricted working areas, compaction should be accomplished with lightweight, hand-guided compaction equipment and lift thicknesses should be limited to a ' maximum of 4 inches loose thickness. Based on information obtained from the SCS survey for Pinellas County, the period of greatest rainfall is June through September. Therefore, the need for surface water control should be anticipated during these months. Ponded water combined with construction operations could disturb i otherwise acceptable soils or previously compacted existing soils, causing instability, pumping, and ' I generally unacceptable conditions. Soils exposed in the bases of all satisfactory foundation excavations should be protected against any detrimental change in conditions, such as rain. Also, dry ' weather can affect the compaction process if soils are well below the optimum moisture content. In this case, moisture may need to be added to obtain the proper compaction requirements. ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Wal*Mart - Clearwater N&A Project No. 04-06-0068-101 Page 10 Dewatering Requirements: Groundwater was encountered in the borings at depths of 4.5 to 6 feet below the existing ground surface. Therefore, dewatering may be necessary for deeper excavations. Groundwater fluctuations occur due to seasonal variations in rainfall, runoff, and other site specific factors, and these fluctuations should be considered when planning earthwork activities. The impact from run-off from adjacent properties, nearby water bodies, and other site specific conditions which may affect groundwater recharge are beyond the scope of this exploration and should be considered when planning and designing a dewatering system. CLOSURE This report is hereby certified to Wal*Mart Stores, Inc., and its affiliates, successors, and assigns (hereinafter referred to collectively as "Wal*Mart"), and to CPH Engineers, Inc. Accordingly, Wal*Mart has a right to rely on this report and all of the contents therein as though it were issued to Wal*Mart directly. N&A appreciates the opportunity to be of service to you on this project. If you should have any ' questions concerning the contents of this report, or if we may be of further assistance, please do not hesitate to contact us. Sincerely, NOD ASS IATES, INC. 'I I Cr i t , P.E. Geotechnical Manager ' Florida Registration No. 60850 Distribution: 10 - Addressee I Appendix Figure ?: SCS Soil S'Ur?re?r l\/larn Figure 3: Boring Location Plan Figure 4: Soil Boring Records Figure 5: Soil Boring Records oseph E. Pren ergast; P.E. Senior Geotechnical Engineer Florida Registration No. 507 74 Geotechnical Investigation Fact Sheet Foundation Design Criteria Pad Prep Note Figure 1: USGS Quadrangle Map ORIGINAL RECEIVED CMAUEP:G:\Projecls\2006\04060068 Wal-Mart - Coachman Road\101\A\fma1-repomv port.doc i C ? ' 2 8 2066 PLANNING DEPARTMENT CITY OF CLEARWATER APPENDIX ORIGINAL RECEIVED CE-C 2 8 2066 PLANNING DEPARTMENT CITY OF CLEARWATER GEOTECB ICAL INVESTIGATION FACT SHEET Include this form in the Geotechnical Report as an Appendix. PROJECT LOCATION: Clearwater Florida Engineer: Joseph E Prendergast P E Phone #: (813) 221-0050 Geotechnical Engineering Co.: Nodarse & Associates, Inc. Report Date: June 9, 2006 Ground Water Elevation: +50.0 feet Fill Soils Characteristics: (If encountered) Date Groundwater Measured: _see boring records Maximum Liquid Limit: 0 Topsoil/Stripping, Depth: 12 inches Maximum Plasticity Index: _0 Undercut (If Required): not required Specified Compaction: 950/.ASTM D1557 Standard Proctor Results: (Attach plots.) Moisture Content Range: -3 to +2% Recommended. Compaction Control Tests: 1 Test for Each _2,500 Sq. Reach Lift (bldg. area) 1 Test for Each _5,000_ Sq. Ft each Lift (parking area) Structural Fill Maximum Lift Thickness 12 in. (Measured loose) Subgrade Design CBR value = 40 COMPONENT ASPHALT CONCRETE standard heavy standard heavy Stabilized Subgrade 12 12 (If Applicable) Base Material 6 6 (Stone, Sand/Shell, etc.) 4 4 ,j Asphalt Base Course_ i Leveling Binder Course _ Surface Course 4 5 _6_ NOTE: This information shall not be used separately from the geotechnical report. ' I ORIGINAL RECEIVED ' GEv 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER West Lake Townhomes N&A Project No. 04-06-0038-101 Page 12 FOUNDATION DESIGN CRITERIA Include this form in the Geotechnical Report as an Appendix. PROJECT LOCATION: JClearwater, Florida Engineer: Joseph E. Prendergast, P.E. Phone #: (813) 221-0050 Geotechnical Engineering Co.: Nodarse & Associates, Inc. Report Date: June 9, 2006 Foundation type: Spread Footing Allowable bearing pressure: 2500 psf Factor of Safety: -3 Minimum footing dimensions: Individual: 24 Continuous: Minimum footing embedment: Exterior: 24 Interior: _ Frost depth: less than 6 inches Maximum foundation settlements: Total: 0.75 inches Differential: 0.50 inches Slab: Potential vertical rise: N/A Capillary Break (not a vapor barrier) describe: _10 mil polyethylene plastic sheeting Subgrade reaction modulus: 200 psi/in Method obtained: Empirical tables Active Equivalent Fluid Pressures K. = 0.33 Passive Equivalent Fluid Pressures Kp = 3.0 Perimeter Drains (describe): Building: _Underdrains not required Retaining Walls : Weep holes Cement Type: Portland Type I Retaining Wall: At rest pressure: Ko 0.5 Coefficient of friction: f = tan 30° = 0.58 COMMENTS: ORIGINAL RECEIVED CEC, 2 8 2006 PLANNING DEPARTMENT ' i CITY OF CLEARWATER i 18 24 West Lake Townhomes N&A Proj ect No. 04-06-003 8-101 Page 13 FOUNDATION SUBSURFACE PREPARATION WAL -MART CLEARWATER, FLORIDA 5/12/06 UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE ' REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION AT 11.1 INCHES BELOW FINISHED FLOOR ELEVATION TO ALLOW FOR A 5.5 INCH SLAB, OR AT 10 INCHES BELOW THE FINISHED FLOOR ELEVATION TO ALLOW FOR A 4 _ INCH SLAB TO ALLOW FOR THE SLAB THICKNESS AND A 6_ INCH SUBBASE. THE SUBBASE SHALL BE CLEAN FINE SAND CONTAINING LESS THAN 10 PERCENT BY WEIGHT THAT IS FINER THAN A NUMBER 200 SIEVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BELOW UPPER 4 FEET 20 MAX. 50 MAX. ' BUILDING AREA, UPPER 4 FEET 12 MAX. 40 MAX. SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 95_ PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557 AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. ' THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE r nr?r? n PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS F OR SPECIm FIC ' .I INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY _Nodarse & Associates, Inc. DATED_June 9, 2006 (GEOTECHNICAL REPORT IS FOR .INFORMATION ONLY AND IS NOT A CONSTRUCTION ' SPECIFICATION). ORIGINAL RECEIVED [;F 2 8 20066 PLANNING DEPARTMENT CITY OF CLEARWATER { N 'I Xx X! BFrkW 11 4 r , L^ IJ .I 1ik t 52 i 1 ? >f i . Z] 1 I ti » ?ss \ {,- .; TI ¦ _ PROJECT /?? 4•` r f?_ _ .J 2?Si ?!t ry""'^ri I _ _ « [ I. -J T E 'zi- •? ICI i•, _ pp`??•?'---? ?' ? _ Y' k {• ? -:wa?a ??? f ? u r •. ? _ T ' ? ? ? . • + 1, `- ?? ? `^' Lam, l.?.J.I F f -r '?? ? • j •? fig ?? 1 ? ? 1 - ? r '+.•?? ... - ? \ ?_•` a ? t? ,• sip t J' REFERENCE: U.S.G.S. "SAFETY HARBOR, FLORIDA" QUADRANGLE MAP SECTION: 6 & 7 ISSUED: 1987 TOWNSHIP: 29 SOUTH PHOTOREVISED: RANGE: 16 EAST ORIGINAL RECEIVED CEc 2 8 2000 PLANNING DEPARTMENT CITY OF CLEARWATER VICINITY MAP WALMART STORE NO. 2081 -05 23106 U.S. HIGHWAY 19 NORTH PINELLAS COUNTY, FLORIDA DRAWN: TMB CHKD: JEP SCALE: O D A R S E 1"=2000' g A S S O C I A T E S, I N C_ DATE: PROJ. N0: 05-10-06 04-06-0068-101 FIGURE: 1 1 1 I N 'I 11 i REFERENCE: U.S.D.A. - S.C.S. PINELLAS COUNTY, FLORIDA SOIL SURVEY SECTION: 6 & 7 ISSUED: 1972 TOWNSHIP: 29 SOUTH ORIGINAL PHOTOREVISED: RANGE: 16 EAST ff RECEIVED Lis..^ 2 3 2005 PLANNING APARTMENT CITY OF C?.F pw'Alp® SOIL LEGEND Ad ADAMSVILLE FINE SAND As ASTATULA FINE SAND Mn MANATEE LOAMY FINE SAND PC PAMLICO MUCK Po POMELLO FINE SAND WC WAUCHULA FINE SAND U.S.D.A. - S.C.S. SOILS MAP WALMART STORE NO. 2081 -05 23106 U.S. HIGHWAY 19 NORTH PINELLAS COUNTY, FLORIDA DRAWN: TMB CHKD: JEP SCALE: O D A R S E 1 2000 G A S S O C I A T E S , I N C DATE: PROD. N0: 05-10-06 04-06-0068-101 FIGURE: 2 li ?I N li M M r r r r r r r i i S?PG FULL ACCESS (-D, AE 5 AB 6W, A8-7," T TB-1 ,T84 TB-3 -2/7 PC-1 WA"ART SUPERCEN TER GRGSG SF GE'xIR112 GF. AWB S.F. GiASS MININGZ0-NG:GMGp1cfMEq.: o]S. ', C (NNNE3N1 gSIGCt cT) Vn91AE: ?1,CAN?yy W?GI - - - - - - - - - - - - - - - - Pc -5 1 PC-6 A *J& ? FG7PC-8 VI PC -9 -B RIGHT IN/ RIGHT OUT C?'i RIGHT IN/ RIGHT OUT .,..r.... 3 s 2IGI'T IN/ IGH- OUT o Opp G J?'?p oP DB HT IN/ -IT OUT 9 m 6 6 P 4 r LOCATION PLAN HORIZONTAL SCALE IN FEET a f 0 75 150 ORIGINAL RECEIVED CEp 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARW,ATER LEGEND APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING 0 APPROXIMATE LOCATION OF PAVEMENT CORE APPROXIMATE LOCATION OF AUGER BORING GEOTECHNICAL ENGINEERING EVALUATION WALMART STORE NO. 2081-05 23106 U.S. HIGHWAY 19 NORTH PINELLAS COUNTY, FLORIDA DRAWN: TMB CHKD. JEP SCALE: NOTED O D A R S E S ASS8CI ATE S, INC. DATE 05-10-06 PRDJ. Na 04-06-0068-101 FIGURE: 3 0 5 10 15 20 w W ° z 25 n o_ w ° 30 35 40 45 50 TB-1 60 - 04-25-06 6.0' y - 04-26-OE 0 ORIGINAL RECEIVED GFC* 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER LEGEND 0 0 6.Q'i - 04-26-06 TB-4 N 0 0 0 6.G,y - n 0 04-25-06 >> 8 O TAN TO BROWN TO GRAY FINE SAND WITH TRACES CLAY AND LIMEROCK (SP) (SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISU AL EXAMINATION Z O BROWN TO DARK BROWN SLIGHTLY SILTY SAND (SP-SM) 6-o' DEPTH TO GROUNDWATER LEVEL IN FEET WITH 04-25-0E DATE OF READING LIGHT GRAY SANDY CLAY WITH TRACES OF PHOSPHATE FRAGMENTS (CL) N STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT O GRAY TO GREEN SANDY CLAY (CL) 50/4" (50) BLOWS REQUIRED TO DRIVE SAMPLING 7/1 LLJ 0 GREEN CLAY (CH) SPOON (4) INCHES TB-2 TB-3 GEOTECHNICAL ENGINEERING EVALUATION WALMART STORE NO. 2081-05 23106 U.S. HIGHWAY 19 NORTH PINELLAS COUNTY, FLORIDA DRAWN: TMB CHxo: JEP SCALE: _ 14FODARSE G ASSOCIATES, INC. DATE: 05-10-06 PRCJ. N0' 04-06-0068-101 FIGURE: 4 i 1 i PC -1 PC -2 PC-3 PC -4 I 0 W LD ASPHALT & LIMEROCK BASE PAVEMENT A PH ALT & LIMEROCK BASE PAVEMENT ONCRETE PAVEMENT DNCRETE PAVEMENT 5 D t 4L 04-26- OE U4-25-06 04-26-0' O 04-25'06 O 04-25-06 i 10 Li L i 1 ' i PC- 7 PC -8 PC-9 PC- 10 O W w ASPHALT & LIMEROCK BASE PAVEMENT . ASPHALT & LIMEROCK BASE PAVEMENT ASPHALT & LIMEROCK A PHA LT & LIMEROCK BASE PAVEMENT BASE PAVEMENT 5 45i t ' H 04-25-06 04-25-06 0 04-25-06 SG i a Ld 04-25-06 04-26-OE ° i 10 i 1 AB- 3 AB- 4 AB-5 AB -6 Ii 0 W Z i = 5- - 0 5 ? - w 4.J + z - 0 5.5' D - D4-26-OE 6 G1 a Q L'i 04-25-OE O 04-25-06 2 O 04-26-0E 04-26-06 i 10 O PC-5 ASPHALT & LIMEROCK BASE PAVEMENT 2 a.ST 04-25-06 O AB-7 0 02 PC-6 P HALT & LIMEROCK t..A BASE PAVEMENT AB-2 0 AB-8 Q O 6 0 t - 04-25-06 ORIGINAL RECEIVED C iL 2 8 2006 PLANNING DEPARTMEN CITY Of CLEARWATER LEGEND El 0 TAN TO BROWN TO GRAY FINE SAND WIIH TRACES CLAY AND LIMEROCK (SP) (SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL i AS DETERMINED BY VISUAL EXAMINATION ! 1 ? 2 O BROWN TO DARK BROWN SLIGHTLY SILTY SAND (SP-SM) b L - P DE TH TO GROUNDWATER LEVEL IN FEET WITH 04-25-0E DATE OF READING `i O LIGHT GRAY SANDY CLAY WITH TRACES OF PHOSPHATE FRAGMENTS (CL) N N STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT Ell O GRAY TO GREEN SANDY CLAY (CL) 50/4" (50) BLOWS REQUIRED TO DRIVE SAMPLING ?I ?? GREEN CLAY (CH) SPOON (4) INCHES GEOTECHNICAL ENGINEERING EVALUATION WALMART STORE NO. 2081-05 23106 U.S. HIGHWAY 19 NORTH PINELLAS COUNTY. FLORIDA DRAWN: TMB CHKD: JEP _ SCALE: 190 D ARSE F. A S S O C I A T E S, I N C. DATE: 05-10-06 PROs. N°. 04-06-0068-101 FIGURE: 5 Attachment 2 Environmental Resource Permitting Report ORIGINAL RECEIVED C=CO 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER WAL-MART No. 2081-05 STORE EXPANSION PINELLAS COUNTY, FLORIDA ENVIRONMENTAL RESOURCE PERMIT REPORT Engineers Planners Landscape Architects Surveyors Construction Management DesigwTuild Certificate of Authorization No. 00003215 Prepared by: CPH Engineers, Inc. 500 West Fulton Street Sanford, Florida 32771 ORIGINAL RECEIVED CE-10 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER WAIL-MART No. 2081-05 STORE EXPANSION PINELLAS COUNTY, FLORIDA TABLE OF CONTENTS Page 1.0 INTRODUCTION ...............................................................................................................1 2.0 EXISTING SITE CONDITIONS ........................................................................................1 2.1 Soils ..........................................................................................................................1 2.2 Vegetation & Land Use ...........................................................................................2 2.3 Wetlands ..................................................................................................................3 3.0 WILDLIFE .....................................................................................................:.....................4 3.1 Methodology and Site Conditions ...........................................................................5 4.0 SITE DEVELOPMENT .......................................................................................................6 4.1 Proposed Impacts .....................................................................................................6 4.2 Post-Development Design .......................................................................................6 5.0 WATER QUANTITY, QUALITY, HYDROPERIOD AND HABITAT PRESERVATION .............................................................................................6 5.1 Erosion and Turbidity Control .................................................................................7 6.0 CONCLUSION ...................................................................................................................7 APPENDIX A - Figures FIGURE 1 Location Map FIGURE 2 USGS Map FIGURE 3 Soils Map FIGURE 4 Preliminary Vegetation & Land Use Map FIGURE 5 Wetland Map FIGURE 6 Site Plan and Wetland Map FIGURE 7 Post-FLUCFCS Map APPENDIX B - Ecological Elements of the ERP Application ORIGINAL Section C RECEIVED Section E ?c;r 2 8 200 6 PLANNING DEPARTMENT CITY OF CLEARWATER 1.0 INTRODUCTION The Wal-Mart Store #2081-05 expansion project is located in Sections 6 and 7, Township 29 South, Range 16 East, Pinellas County, Florida, and consists of 16.50 acres. The site is located ' west of U.S. 19 between Stag Run Boulevard and Northeast Coachman Road (Figure 1 in Appendix A). The proposed project will expand a self-contained retail store with parking and associated infrastructure. Adequate stormwater management facilities will be constructed in ' accordance with Southwest Florida Water Management District (SwFWMD) regulatory criteria. This report is also hereby certified to Wal-Mart Stores, Inc., and its affiliates, successors, and ' assigns (hereinafter referred to collectively as "Wal-Mart"). Accordingly, Wal-Mart has a right to rely on this report and all of the contents therein as though it were issued to Wal-Mart directly. 2.0 EXISTING SITE CONDITIONS The Wal-Mart Store #2081-05 expansion project site consists of a retail shopping center with associated parking and infrastructure. A Wal-Mart store is located on the east side of the ' property. A majority of the site is paved and used for parking associated with the store. A portion of the site north of the store contains maintained open space. An excavated area is located in the northwest corner of the site. A power easement abuts the property to the west, ' Northeast Coachman Road is immediately to the south, Stag Run Boulevard is immediately to the north and small fast food restaurants and U.S. 19 are adjacent to the east. Figure 2 (USGS Map) depicts the project site surrounded by development. 2.1 Soils The Soil Survey of Pinellas County, Florida published by the USDA, Soil Conservation Service (SCS), identifies six (6) soil types as occurring within the project limits. Figure 3 illustrates the location and extent of each soil type. A summary of the characteristics of each soil type as described by the SCS is presented below: Adamsville fine sand ' This is a nearly level, somewhat poorly drained soil and is found on the lower coastal plain on knolls and ridges. A seasonal high water table is at a depth of 10 to 40 inches 6 months a year. It is within 10 inches after heavy rains and falls below 40 inches during extended dry periods.' Organic content is low. Permeability is rapid and available water capacity is very low. Manatee loamy fine sand The Hydric Soils of Florida Handbook, Third Edition (Carlisle, 2001) lists this soil as 100 percent hydric. Hydric soils are a characteristic of wetlands. This is a nearly level, ' very poorly drained soil that has loamy subsoil. It occurs in depressions and along broad drainage ways. A seasonal high water table is at a depth of less than 10 inches and may be at or above the surface for up to 6 months in depressions. ' ORIGINAL RECEIVED ' C"rL 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Myakka fine sand The Hydric Soils of Florida Handbook, Third Edition (Carlisle, 2001) lists this soil as having 20 percent hydric inclusions. This nearly level, poorly drained soil is on broad flats between. sloughs and swamps. In most years, the seasonal high water table is at a depth of 10 to 30 inches. It will rise to the surface during wet periods and fall below 30 inches in extended dry periods. Pamlico muck The Hydric Soils of Florida Handbook, Third Edition (Carlisle, 2001) lists this soil as 100 percent hydric. This nearly level, very poorly drained organic soil is found in swamps, depressions and marshes. In most years, the seasonal high water table is up to 12 inches above the surface for 6 to 12 months. Pomello fine sand This nearly level to gently sloping, moderately well drained soil is on low ridges and knolls on the flatwoods and coastal ridge. A seasonal high water table is at a depth of 40 to 60 inches but may rise to less then 40 inches in wet periods. Wauchula fine sand The Hydric Soils of Florida Handbook, Third Edition (Carlisle, 2001) lists this soil as having 30 percent hydric inclusions. This nearly level, poorly drained soil is found in broad low ridges in the flatwoods and in a few low flat areas in the flatwoods. In most years, the seasonal high water table is at a depth of 10 to 30 inches for 2 to 6 months. It is at a depth of 10 inches for 1 to 2 months in the wet season. On-site soil conditions have been significantly altered since the 1974 publication of The Soil ' Survey of Pinellas County, Florida published by the USDA, Soil Conservation Service (SCS). The descriptions above do not accurately reflect current on-site conditions. 2.2 Vegetation and Land Use Existing vegetation and land uses are mapped on Figure 4 for the Wal-Mart expansion project. ' Vegetation and land use classifications are designated in accordance with the Florida Land Use, Cover and Forms Classification System (FLUCFCS, FDOT 1999). The following is a description of the on-site vegetation and land use features: Commercial Land Services, FLUCFCS No. 140 This land use occupies approximately 14.44 acres or 87.6 percent of the site and may be described as an area that has been previously developed. This area is dominated by asphalt parking lots and the Wal-Mart store. Some grassy open space north of the main building and on islands in the parking lot are frequently maintained for aesthetics. ORIGINAL RECEIVED 2 P 1,2 8 2006 PLANNING DEPARTIVIENT CJ1Y OF CLEARWATER Reservoirs less than 10 acres, FLUCFCS No. 534 This land use feature occupies 0.76 acres or approximately 4.6 percent of the site. This part of the site is a man made open water feature associated with the on-site wetlands. This area is maintained to the water's edge. Emergent vegetation observed in the open water feature included water lily (Nuphar sp.) Vegetation observed at the perimeter of the open water included marsh purslane (Ludwigia repens), primrose willow (Ludwigia peruviana), torpedo grass (Panicum repens) and cape weed (Phyla nodiora). The area receives runoff from several sources as evidenced by several large culverts conveying water from on-site and off-site sources. Mixed Wetland Hardwoods, FLUCFCS No. 617 This habitat occupies 0.50 acres or approximately 3.0 percent of the site and is characterized by planted cypress (Taxodium ascendens and distichum) red maple (Acer rubrum), swamp tupelo (Nyssa sylvatica), sweet gum (Liquidambar styraciua) and swamp bay (Persia palustris). Other vegetation includes, but is not limited to smartweed (Polygonum sp.), pickerelweed (Pontederia cordata), arrowhead (Sagittaria latifolia), day flower (Commelina diffusa), royal fern (Osmunda regalis) and muscadine (Vitis munsonia). The forested area was planted as evident by the linear rows of cypress and maples trees. Some natural recruitment has occurred by the hardwood species. The area receives runoff from several sources as evidenced by several large culverts conveying water from on-site and off-site sources. Soils observed in the forested areas have been altered and are compacted sands on the sloped areas and is mucky at the bottom of the slope. Rural Land in Transition without Positive Indicators of Intended Activitv, FLUCFCS No. 741 This habitat classification describes 0.80 acres or 4.8 percent of the project site and is comprised of disturbed lands. This area has no apparent intended use and may transition into a forested habitat without regular maintenance. This area includes an area around the excavated areas that hold runoff from the surrounding area. Vegetation observed on- site included, but is not limited to red maple, laurel oak (Quercus laurifolia), bahia grass (Paspalum notatum), torpedo grass, cape weed and various other ruderal ground cover species. 2.3 Wetlands The Wal-Mart Store #2081-05 expansion project is located in the Pinellas-Anclote River Drainage Basin. The wetlands located within the project limits consist of excavated areas that collect runoff from the surrounding urban developments. The excavated systems were planted with wetland canopy species at their periphery and have begun to recruit other wetland species. Wetlands within the project boundaries are neither Outstanding Florida Waters nor Aquatic Preserves. The following summarizes the wetland descriptions. 3 ORIGINAL RECEIVED C'i---" P. 8 2005 PLANNING DEPARTMENT CJTY OF CLEARWATER 1 1 1 1 Wetland No. 1 (W-1) may be characterized as 1.10 acres of mixed wetland hardwoods (FLUCFCS No. 617) and reservoirs less than 10 acres (FLUCFCS No. 534). The system was excavated and contains steep linear banks on all sides. Water is received via underground culverts and through a settling pond immediately to the west. Vegetation within this system consists of planted cypress trees, swamp tupelo, swamp bay, sweet gum, pickerel weed, arrowhead sedges, water lily and torpedo grass. Wetland No. 2 (W-2) may be characterized as 0.16 acres of mixed forested wetland ' (FLUCFCS No. 617). The system contains similar characteristics and vegetation as Wetland No. 1. The wetland is connected to Wetland No. 1 via a concrete culvert. ' Figure 5 illustrates the project limits and wetlands within the Wal-Mart project site. Research of the site indicates that a permit was issued by the Florida Department of Environmental Protection (FDEP) under the title of Loehmann's Plaza Re-Plat; however no copies of the permit could be ' established by the applicant, the City of Clearwater, Pinellas County or FDEP. 3.0 WILDLIFE ' The project area was surveyed for the presence of protected plant and animal species or their sign(s) on May 5, 2006. Protected plant species are those listed as endangered under Florida ' Statute 581.185 or Code of Federal Regulation 50CFR17.12. Protected animal species are those species listed as endangered, threatened or species of special concern by the Florida Fish and Wildlife Conservation Commission (Florida Administrative Code 37.003-005) and species listed ' as endangered or threatened by the U.S. Fish and Wildlife Service (50CFR17.11). Protected species occurrence records from the Florida Fish and Wildlife Conservation Commission (FWC) and U.S. Fish and Wildlife Services (USFWS) were reviewed. The FFWCC database was also consulted with regard to known, documented and active bald eagle nests in the immediate proximity of the project site. No known active eagle nests are ' located within the project boundary or within 1.5 miles of the project according to a search of the FFWCC data base (5/25/06) and none were observed during the site investigation. ' The USFWS is the federal agency responsible for protecting the nation's fish and wildlife resources through implementation of the Endangered Species Act of 1973, as amended. ("ESA," 16 U.S.G. 1513-1543). Federally protected species were not observed on or in the vicinity of the subject property during the on-site investigation. The Florida Fish and Wildlife Conservation Commission (FFWCC) regulates the taking of ' species listed as endangered, threatened or of special concern and their nests through Rules 39- 27.003, 39-27.004 and 39-27.005, Florida Administrative Code. The FFWCC also provides technical assistance to other agencies that have regulatory authority over activities, which may affect fish and wildlife and their habitat. Species observed on-site listed as species of special concern by the FFWCC include white ibis, little blue heron, snowy egret and tricolor ' 4 ORIGINAL RECEIVED 'L B 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER heron. No other species listed as endangered, threatened, or species of special concern were observed during the on-site investigation. The Florida Atlas of Breeding Sites for Herons and their Allies (FFWCC Technical Report No. ' 10) indicates that there are known breeding or nesting sites in the vicinity of the project site. Breeding colony 615335 located 1.0 mile east of the site contains the nearest nesting sites for little blue heron (Egretta caerulea), snowy egret (Egretta thula) and tricolor heron (Egretta tricolor). Colony 615131 located 6.2 miles west of the site contain the nearest confirmed ' white ibis (Eudocimus albus) breeding colony. No other state listed species were identified in a breeding colony within 20 miles of the project site. ' Section 581.185, Florida Statutes, delegates to the Department of Agriculture and Consumer Services (DACS) authority to designate and regulate plants listed as "endangered," "commercially exploited" and "threatened." It is unlawful for an individual to harvest ' endangered or commercially exploited plants from the private land of another or any public land without first obtaining written permission of the landowner and a permit from DACS. It is unlawful for an individual to harvest a threatened plant from private land or public land without ' first obtaining written permission of the landowner. Royal fern (Osmunda regalis) was observed in the wetland portion of the site. Royal fern is listed as a "commercially exploited" species by the DACS. No additional permitting is required to develop land with ' occurrences of royal fern. No other DACS protected species were observed in the subject project during the on-site field investigation. Additional permitting with DACS is not required to develop this site according to current regulations. 3.1 Methodology and Site Conditions ' Prior to the initial field survey, the existing uplands within the Wal-Mart Store # 2081-05 expansion project boundaries were mapped and classified according to the Florida Land Use, Cover and Forms Classification System (FLUCFCS). A copy of.the vegetation and land use map is provided as Figure 4. Other resources used as aids included the following: false-color, infra- red digital orthoquad photography; The Soil Survey of Pinellas County, Florida; Florida Natural Areas Inventory; Official Lists of Endangered and Potentially Endangered Fauna and Flora in Florida (FWC); and Closing the Gaps in Florida's Wildlife Habitat Conservation System (FWC). Sufficient transects were conducted to provide 100 percent transect coverage. ' The following variables were used to evaluate wetland quality: wildlife utilization, vegetative cover, buffer habitat and hydrology. Wildlife utilization is a measure of observations and signs (i.e. scat, tracks etc.). In addition, potential wildlife utilization was evaluated on the basis of food sources, nesting areas, roosting areas, den areas and protective covering. The project site has the potential to provide habitat for a variety of wildlife species. The site has been developed into commercial stores and associated infrastructure and is located in a densely developed urban area of Pinellas County. Portions of the site provide minimal ORIGINAL RECENED P 'E_ 2 B 2005 PLANNING DEPARTMENT CITY OF CLEARWATER suitable habitat for wildlife. An area located on the north side of the property supports wetland vegetation and provides habitat suitable for wetland dependant species. Some canopy species are present to provide nesting habitat and cover for avian species. Several wading birds and song birds were observed foraging in the area. The hydrology in the area is supported via treated and untreated runoff from the surrounding developed areas. The proximity of local businesses, noise from passing traffic surrounding the site and the disturbances on the site diminishes the potential for significant wildlife utilization in the project area by species sensitive to human activity. 4.0 SITE DEVELOPMENT The proposed project will expand the retail store and include added associated infrastructure. Please refer to the project's construction engineering drawings for retail, roadway and stormwater facility design. 4.1 Proposed Impacts The boundaries of the SwFWMD jurisdictional wetlands and surface waters were determined using the Florida Unified Wetland Delineation Methodology (Chapter 62-340, F.A.C.). The U.S. Army Corps of Engineers (ACOE) wetland boundaries shown in this Application were determined by ground-truthing and soil maps from the SCS Soil Survey for Pinellas County, Florida, and are the same wetland boundaries depicted for the SwFWMD. Wetland boundaries were determined in the field using numbered flagging and delineated pursuant to criteria outlined in the Corps of Engineers Wetland Delineation Manual (1987). Temporary and permanent impacts to the settling basin connected to the surface water as defined by the SwFWMD and the ACOE are proposed with this project. The impacts are associated with re-working a miter end of a stormwater pipe and the expansion of the previously FDEP permitted settling basin located adjacent to western edge of Wetland No. 1. A site inspection with William Copeland, SwFWMD on September 19, 2006 was conducted. Based on the site inspection no mitigation will be required for the temporary impacts to the surface water. The proposed site plan is shown on an aerial photograph of the site depicting the wetlands on Figure 6. 4.2 Post-Development Design The proposed post-development land uses are illustrated on Figure 7. 5.0 WATER QUANTITY, QUALITY, HYDROPERIOD AND HABITAT PRESERVATION Best Management Practices (BMP) during construction will help eliminate and/or reduce the loss of valuable wetland functions as a result of sedimentation. Sedimentation causes loss of soil ORIGINAL RECEIVED L'^" 2 B 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 properties and vegetation that are characteristic of wetlands, thus resulting in the loss of wildlife habitat. Once construction is completed and the stormwater system is operating, the. impacts on surface and ground water quantity may vary little over time. Stormwater discharge requirements of the SwFWMD are designed to minimize negative impacts to surface waters through detention, treatment and additional criteria. The stormwater management system is designed to ensure that the adjacent wetland areas will not be adversely affected by stormwater runoff. All necessary turbidity control devices will be in place, preventing violation of State water quality standards during construction. 5.1 Erosion and Turbidity Control The temporary erosion and turbidity control measures will be implemented as the first step of construction. Permanent erosion and turbidity control measures will be installed within 15 calendar days after completion of fine grading of landscaped and sodded areas. During construction, the contractor shall take all reasonable measures to insure against polluting, silting or disturbing to such an extent as to cause an increase in turbidity to the remaining surface waters. Such measures shall be approved by the project engineer and may include, but not be limited to, construction of temporary erosion control structures such as sediment basins, sediment checks and/or silt barriers and hay bales. Sodding of stormwater treatment basins shall be accomplished following the completion of grading. At a minimum, the stormwater treatment ponds will be excavated to rough grade prior to building construction and placement of impervious surface within the area to be served by those facilities. 6.0 CONCLUSION The Wal-Mart Store #2081-05 expansion project will expand an existing Wal-Mart store and add additional infrastructure. On-site wetlands were field identified using the Florida Unified Wetland Delineation Methodology (Chapter 62-340, F.A.C.) and the Corps of Engineers Wetland Delineation Manual (1987). An impact to increase the volume of the previously permitted settling basin associated with SW No. 1 is proposed. No mitigation will be required to off-set impacts of the impact. The project site was surveyed to ascertain the presence of State and Federally listed species. Federally listed species or,their signs were not observed during field investigations. State listed species were observed in the excavated areas of the site. No known breeding colonies are located within five miles of the site and no development is proposed for areas providing habitat for wildlife utilization. This development was planned taking into consideration the avoidance and minimization of wetland impacts and the protection of the water resource in the post-development condition. This report supplements Sections C and E of the Environmental Resource Permit Application provided in Appendix B. Only the ecological questions are answered in the Sections provided in Appendix B. ORIGINAL 7 RECEIVED Hob 2 B 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Appendix A Figures ORIGINAL RECEIVED ['C B 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER Viirginia r 19 r...r.?"Enter p se ....'..'.? t id c Al CD - - 7 ORIGINAL RECEIVED safety Dun diri PLANNING DEPARTMENT u = CITY OF CLEARW,ATER m , - ,..? 576 roximate Site Location A pp 16.50 Acres +/- 1 5 ,, Parcel no. 062916524130000010 State Road 590; age y me V ; t;4 Clearwater: Dreg®W.. ,. . - ---- a ._ raw Y _ ' .? Map of PinellasCoura y Inset ' G to Ba 60 t Ty? y? ft .0a... ... ? 4 g _.. .. FfiZ J Jt `•. ampa--bt:?Pe ersbur"I Project Location :ter 8 8 u Scale: 1"= 3000' LOCATION MAP 171- URE o.? C h s Date: Oct. Zoos WAL-MART EXPANSION FIG ? -* +?• Photo Date: N/A SECTION 6 &'7 TOWNSHIP 29 SOUTH RANGE 16 FAST ? _ N W13454 j N _ , , PINELLAS COUNTY FLORIDA Pro ect o. , > ,, y tt - . ,1? i "?? `? ' h tall r?;, f .. . t`. ?.., }. ? ? fi gyp} ?r i ? ,? ? r?? a 1 ,? ' ? ? ??' ? }t4 - ; :. ?..?..rx- _i ` , _ ` , + 4LL•.....-?f ::: -? 1?..? t -'?? . ,cs•'#'?t"'' ,?f+,li.:.: .? r ? ? ` • i 'J l:..w .. ,?.? ..Y.Ja? `xJCINL # "' '?•- , ( P " 1 1 . { 6 ? e'. t } t.`?^y ?`/il 0 l•? 1 d 7q '?11 ny .?.` ? -At 0 -as y ? ?'• 4{, ? , t P •'?''T--r-:-.. -. -•?. +A •? T+b f s? '.I'? ?'1 1„? a ,TC?" • '?]1 A '? ? ? °yl?'g? 4 : ? Y ln.. i(• E4 ? lam` ,?( F?: _^1 t?.1• of / ? F' !a - - - ,-r• +pr .t?' ?R . ? ???? ?' `, ?,-- ?) tom-, i _+'? ?'?'t' ?"`?^'""`-f jJ - _ ? te ?-- Approximate Site Location ' ?;,- ` 4?5p ?y f( ?`= Lat 27° 58' 59" N ° ' " - 1 ?, •` ir+ i r 1« ff, W Long. 82 43 54 „,?- -.H/- "fir ::L : _ `?1 !?^-' ??- • f !Ij? r / 4 ?? • ( ? 1 f * , ? c r r Y w ? ? l * i 4 '' ' :. ? , e w t• + ? .i `,. J 1 : t??p1 i ;.. '?,: 1 r ? I • i ? 1 f ? ? R ? ? ? ; _ +- ? , . -~ ,yt „a,4 x „ ? f l r f ti,- jf ( r •• s, ?~ i . f ?,; _ „? r - •' it' Y 1 'fit, "r - Y 1"'/' ? ?• ?.. i f i„ 4f ! if.. ?`' '' .?-•'r-,-. f''/ ? ;Gt r- +r" A - ' (1?• -•S f -i;?? i» "» k11k }Il?i:,.?:• a 1? f ? ?«??f ,? ' l?'' •,?,`?? r '<.. ?- ? _.+" i,^ f• µ r ?? .! ,_:>?i• it • I i.- 1 ?^?r i ??- `w<. 'rs?"'r ' 17, ? .. " ?L .- r/? r ?4 ?i +.C...:^ S ' y4 ?`.? h? Ktt„??r? `r. -*..?i?/ ?? _ .+ .- ?>.. ..r??• '1 W ?1 ' i cmste- A It A_ _V ? +lt?^ 111 i. ; ` l + , ,r ? ? r '?'?,,, ¦ 01 06 f''i•. .?p'.y.u 1 ?? tw ! 1 1 1 : Ywn ?) d-+.?"`?`.t ? rAr Scale: 1"=1000' USGS QUAD MAP- SAFETY HARBOR Pi- Date: Oct. 2006 WAL-MART EXPANSION FIGURE gnu Photo Date: NIA SECTION 6 & 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST 2 W13454 N P N FLORIDA PINELLAS COUNTY roject o. , . r r j ;- _ 018 023 •` ` . 017 .s .. .. *+. Vi4 i A ?7 _ FMS M g ?P a # x 41? "' ?l ?'? 1? ; ° IMF -4 4 .. 11.x.. Y , y ". }` ! d .. ??_? 71 } - c 1 .r .. 'A' 4 c , . • k„ Alik 044 - .r pp .. ale I 8 ?, ? ? ? - :_ ?? ,? 002' ? - ? i ',?,?- v Awl" 027 SOIL #* IDENTIFICATION 002 Adamsville Fine Sand 017 Manateee Loamy Fine Sand s 018 M akka Fine Sand y Vt. Approximate, rope oundary 023 Pamlico Muck 4 { r 027 Pomello Fine Sand ' r 044 Wauchula Fine Sand t r :. ? ; . * USDA Soil Conservation Service . . Drainage End Scaie: '"-200 SOILS MAP ?-•. Date: Oct 2006 FIGURE ..m ...-...? . -photo Data: 2004 WAL-MART EXPANSION SECTION 6 & 7 TOWNSHIP 29 SOUTH RANGE 16 EAST 3 Project No W13454 N , , . PINELLAS COUNTY, FLORIDA • t _j 71?a_w' 41 t 1 rNA''?'' ?? 6'_ ?" '.2.. j??' •..4.fRr ? ;?'`' 4?/ ii. , x ? A ? 534 ` tit t T8 444F t yr?? F ti /y1 fa 41 t Tr -? s ? ? ? r ? c pr? ? , ,?+, ? , i tl 1,140 } . , I F w1 i 49 r., k1po ? a• i. d N ` r4' ID Orr d C ??... ^ Scale: 1" = 200' Date: Oct. 2006 p Photo Dale: 2004 Proyect No. W13454 N (FLUCFCS CODE' FLUCFLC CLASSIFICATION APPROXIMATE ACREAGE 140 Commercial Land Services 14.44 534 Reservoirs less than 10 acre 0.76 which are dominant features 617 Mixed Wetland Hardwoods 0.50 ??. 741 Rural land in transition without positive 0.80 r" indicators of intended activity ' "Florida Land Use, Covers, and Forms Classification System (FDOT'99) ` Preliminary Vegetation and Land Use Map FIGURE WAL-MART EXPANSION 4 SECTION 6 & 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY, FLORIDA 1 , If • 3 W b tir { r uj r ?? 10 zll? r rt 70 ? - .. av h ! '? At* 'a" % 40 I f O vs r 0 Ael- 72 L) 4;r Nr I ljw r ti Y_ • S i { $ 8 7 ,yyy? ?? 7 a . 1 04 11 Nx N ..V. R X i ?. 1 e ? ? r V ? ?r - - ? a I V{ TM lip, 1 r r ,•,? (; IG S 40 f oils, JA '` Wetla? d 1 t„. ??! _ 1.1,0 Acre , - <.. t.. ' . ?4 .. Netland 2 016 Acre 7;,e l Aw + t jai& F S 1111 Tf •AI A? ? t4. ? ? ?? s/t?ll?• _ ?1 a 1 tr ARM • ?'_ ?t ( rscr, ? ??. • '? . .0110 r `. j C r1Er1r fA?f",'1 a it B K - ? ? ' d1 '? L ? ?tTl IdM lay a,l _1 ? ? Y ;: » i? 011'.'_ '?. i iw ' >t fo, S - - y e ,. - . 1 : w Eta 'xProp Approximate ert y Boundary ._ ? SM?+IL. Approximate Wetland Boundary ? scale: l"=200' Date: Dec 2006 / , SITE PLAN AND WETLAND MAP FIGURE "•«-,?, CiJ> . I Photo Date. 2004 1NAL-MART EXPANSION Project No. W13454 N SECTION 6 & 7 TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY, FLORIDA 6 • I-XyM. S ?, ?ll + rd' 'BSI. ?•` t a. •? ? .aE' s 741 617 ? ? - e , .., _ 617 ? 534 d ?? , ? ? ?y _ rr w .0 r i ?. ? ?_• ? R _ pm ? ??? pow t.. - 140 .± ORIGINAL RECEIVED , 7-1 81006 M` PL4N G D :??:.... ? - A w , EPAfRT/W "` CITY OF F CLEq T RWATER t r e r'~ FLUCFCS CODE' FLUCFLC CLASSIFICATION APPROX. ACREAGE _ 4 ' wF 140 Commercial Land Services 14,36 _ ? .._ 534 a,> = Reservoirs less than 10 acre 0.84 which are dominant features 617 i f. 741 Approximate Property Boundary Mixed Wetland Hardwoods 0.50 Rural land in transition without positive 0.80 ,. indicators of intended activity ?, .. ' Florida Land Use, Covers, and Forms Classification System (FDOT 1999) scale: 1° = 200 POST FLUCFCS MAP :w a FIT1. Date: Dec. 2006 FIGURE Photo Date: 2004 SECTION 6 & WAL-MART EXPANSION 7 TOWNSHIP 29 SOUTH RANG E 16 EAST 7 Project No. W13454 N , , PINELLAS COUNTY, FLORIDA Appendix B ' Ecological Elements of the ERP Application Sections C and E ?G?NPO 0' ??ER 6OEPP0 P?NN\OF C?Ep,R SECTION C Environmental Resource Permit Notice of Receipt of Application ' This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments with the other required information. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 2'x 31. ' Project Name: Wal-Mart Store #2081-05 expansion County: Pinellas County Owner: Wal-Mart Stores Inc. ' Applicant: Wal-Mart Store East, LP Applicant's Address: 1301 SE 10`a St. Bentonville AR 72716-0001 1. Indicate the project boundaries on a USGS quadrangle map. Attach a location map showing the boundary of ' the proposed activity. The map should also contain a north arrow and a graphic scale; show Section(s), Township(s), and Range(s); and must be of sufficient detail to allow a person unfamiliar with the site to find it. ' The project site is located in Sections 6 & 7, Township 29 South, Range 16 East. Please refer to Figure 2 of Appendix A, Environmental Resource Permitting Report (ERP Report) which shows the project boundaries on a USGS Map. ' 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. ' There are two wetlands on-site that are connected via culvert and already receive stormwater runoff. The project will install treatment of the additional impervious surfaces before discharge into these excavated areas. On-site wetlands are not classified as Outstanding Florida Water or in an Aquatic Preserve. Section 2.3 of the ERP Report describes the current conditions of the wetlands. ' 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. Use multiple sheets, if necessary. Use a scale sufficient to show the location and type of works. Please refer to Figure 6 of Appendix A, ERP Report, which details the proposed expansion development. 4. Briefly describe the proposed project (such as "construct a deck with boatshelter", "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): ' The project will expand an existing Wal-Mart store and include additional required infrastructure and stormwater management measures. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: 0.08 acres will be added to the settling basin previously permitted by FDEP and adjacent to the surface water/wetland impacts are proposed. 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters (attach additional sheets if necessary): Not required. RECEIVED C-1 CrEC 2 s 2006 PLANNING DEPARliviENT CITY OF CLEARWATER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C-1 ORIGINAL RECEIVED GE'C 2 S 2925' PLANNING DEPARTMENT CITY OF CLEARWATF SECTION E INFORMATION FOR STANDARD GENERAL, INDIVIDUAL AND CONCEPTUAL ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A SINGLE FAMILY DWELLING UNIT Please provide the information requested below if the proposed project requires either a standard general, individual, or conceptual approval environmental resource permit and is not related to an individual, single family dwelling unit, duplex or quadraplex. The information listed below represents the level of information that is usually required to evaluate an application. The level of information required for a specific project will vary depending on the nature and location of the site and the activity proposed. Conceptual approvals generally do not require the same level of detail as a construction permit. However, providing a greater level of detail will reduce the need to submit additional information at a later date. If an item does not apply to your project, proceed to the next item. PLEASE SUBMITIaNAL INFORMATION ON PAPER NO LARGER THAN 24" X 36". RECEIVED 1. Site Information CDC; 2 8 2000 A. Provide a map(s) of the project area and vicinity delineating USDA/SCS soil types. PLANNING DEPARTMENT Please refer to Figure 3 in appendix A of the ERP report. CITY OF CLEARWATER B. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400 ft, or more detailed, with project boundaries delineated on the aerial. Please refer to Figure 4 in appendix A of the ERP report. C. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for each on site wetland or surface water, including receiving waters into which runoff will be discharged. Include dates, datum, and methods used to determine these elevations. Not provided. D. Identify the wet season high water tables at the locations representative of the entire project site. Include dates, datum, and methods used to determine these elevations. Not provided. ' II. Environmental Considerations A. Provide results of any wildlife surveys that have been conducted on the site, and provide any comments pertaining ' to the project from the Florida Fish and Wildlife Conservation Commission and the U.S. Fish and Wildlife Service. The project area was surveyed for the presence of protected plant and animal species or their sign(s) on May 5, 2006. ' Protected plant species are those listed as endangered under Florida Statute 581.185 or Code of Federal Regulation 50CFR17.12. Protected animal species are those species listed as endangered, threatened or species of special concern by the Florida Fish and Wildlife Conservation Commission (Florida Administrative Code 37.003-005) and species ' listed as endangered or threatened by the U.S. Fish and Wildlife Service (50CFRI7.11). Protected species occurrence records from the Florida Fish and Wildlife Conservation Commission (FWC) and U.S. Fish and Wildlife Services (USFWS) were reviewed. ' The FFWCC database was also consulted with regard to known, documented and active bald eagle nests in the immediate proximity of the project site. No known active eagle nests are located within the project boundary or within 1.5 miles of the project according to a search of the FFWCC data base (5/25/06) and none were observed during the site investigation. ' J:\W13454\Documents\Environmental\SWFWMD 11_29_06 RARRevised ERP 12_28_06\SECTION E.doc E-1 The USFWS is the federal agency responsible for protecting the nation's fish and wildlife resources through implementation of the Endangered Species Act of 1973, as amended. ("ESA," 16 U.S.G. 1513-1543). Federally protected species were not observed on or in the vicinity of the subject property during the on-site investigation. The Florida Fish and Wildlife Conservation Commission (FFWCC) regulates the taking of species listed as endangered, threatened or of special concern and their nests through Rules 39-27.003, 39-27.004 and 39-27.005, Florida Administrative Code. The FFWCC also provides technical assistance to other agencies that have regulatory authority over activities, which may affect fish and wildlife and their habitat. Species observed on-site listed as species of special concern by the FFWCC include white ibis, little blue heron, snowy egret and tricolor heron. No other species listed as endangered, threatened, or species of special concern were observed during the on-site investigation. The Florida Atlas of Breeding Sites for Herons and their Allies (FFWCC Technical Report No. 10) indicates that there are known breeding or nesting sites in the vicinity of the project site. Breeding colony 615335 located 1.0 mile east of the site contains the nearest nesting sites for little blue heron (Egretta caerulea), snowy egret (Egretta thula) and tricolor heron (Egretta tricolor). Colony 615131 located 6.2 miles west of the site contain the nearest confirmed white ibis (Eudocitnus albus) breeding colony. No other state listed species were identified in a breeding colony within 20 miles of the project site. Section 581.185, Florida Statutes, delegates to the Department of Agriculture and Consumer Services (DACS) authority to designate and regulate plants listed as "endangered," "commercially exploited" and "threatened." It is unlawful for an individual to harvest endangered or commercially exploited plants from the private land of another or any public land without first obtaining written permission of the landowner and a permit from DACS. It is unlawful for an individual to harvest a threatened plant from private land or public land without first obtaining written permission of the landowner. Royal fern (Osmunda regalis) was observed in the wetland portion of the site. Royal fern is listed as a "commercially exploited" species by the DACS. No additional permitting is required to develop land with occurrences of royal fern. No other DACS protected species were observed in the subject project during the on- site field investigation. Additional permitting with DACS is not required to develop this site according to current regulations. B. Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained in on-site wetlands and other surface waters that will be preserved or will remain undisturbed. ' Impacts to the previously permitted settling basin to increase the volume capacity are proposed. The settling pond is associated with surface water No. 1. The buffers and use of Best Management Practices (BMP) during construction will help eliminate and/or reduce the loss of valuable wetland functions as a result of sedimentation. Sedimentation ' causes loss of soil properties and vegetation that are characteristic of wetlands, thus resulting in the loss of wildlife habitat. In addition, the buffer area will help eliminate and/or reduce a significant amount of pollutants and nutrients that could otherwise be discharged into the water resource. Once construction is completed and the stormwater system is operating, the impacts on surface and ground water quantity may vary little over time. Stormwater discharge requirements of SwFWMD are designed to minimize negative impacts to surface waters through detention, treatment and additional criteria. The stormwater management system is designed to ensure that the adjacent wetland areas to remain will not be adversely affected. All necessary turbidity control devices will be in place during construction, preventing violation of State water quality standards. Once the stormwater ponds are complete a portion of the water being received by on-site excavated areas will be treated, enhancing the water quality of the areas. C. Provide a narrative description of any proposed mitigation plans, including purpose, maintenance, monitoring, and construction sequence and techniques, and estimated costs. No mitigation will be required. ORIGINAL RECEIVED DEC 2 8 2006 JAW13454\Documents\Environmental\SWFWMD 11_29_06 RAI\Revised ERP 12_28_06\SECTION E.doc PLANNING DEPARTMENT E-2 CITY OF CLEARWATER ' D. Describe how boundaries of wetlands or other surface waters were determined. If there has ever been a jurisdictional declaratory statement, a formal wetland determination, a formal determination, a validated informal determination, or a revalidated jurisdictional determination, provide the identifying number. ' Federal The Federal wetland boundaries for the entire site shown in this Application were mapped and surveyed on May 5, ' 2006 by CPH Engineers, Inc. using color infrared aerial photography, ground truthing and soil maps from the SCS Soil Survey for Pinellas County, Florida. Wetland boundaries were estimated using the criteria outlined in the Corps of Engineers Wetland Delineation Manual (1987). ' State of Florida The State wetland boundaries for the entire site shown in this Application were flagged on May 5, 2006 by Aaron Moore, CPH Engineers Inc. using soil maps from the SCS Soil Survey for Pinellas County, Florida, color infrared aerial photography and ground truthing. Wetland boundaries were flagged using the criteria outlined in the Florida ' Unified Wetland Delineation Methodology (Chapter 62-340, F.A.C.). Wetland boundaries were field reviewed by William Copeland, SwFWMD staff on September 19, 2006. ' E. Impact Summary Tables: 1. For. all projects, complete Table 1, 2 and 3 as applicable. See attached. ' 2. For docking facilities or other structures constructed over wetlands or other surface waters, provide the information requested in Table 4. Not Applicable ' 3. For shoreline stabilization projects, provide the information requested in Table 5. Not Applicable ' III. Plans Provide clear, detailed plans for the system including specifications, plan (overhead) views, cross sections (with the locations of the cross sections shown on the corresponding plan view), and profile (longitudinal) views of the proposed t project. The plans must be signed and sealed by an appropriate registered professional as required by law. Plans must include a scale and a north arrow. These plans should show the following: A. Project area boundary and total land area, including distances and orientation from roads or other landmarks. ' A map showing the project location is included as Figure 1 in appendix A, ERP report. B. Existing land use and land cover (acreage and percentages), and on-site natural communities, including wetlands and ' other surface waters, aquatic communities, and uplands. Use the Florida Land Use Cover & Classification System (FLUCCS)(Level 3) for projects proposed in the South Florida Water Management District, the St. Johns River Water Management District, and the Suwannee River Water Management District and use the National Wetlands Inventory ' (NWI) for projects proposed in the Southwest Florida Water Management District. Also identify each community with a unique identification number which must be consistent in all exhibits. CPH mapped existing vegetation and land uses on May 5, 2006 (Figure 4 in Appendix A, ERP report). ' Vegetation and land use classifications are designated in accordance with the Florida Land Use, Cover and Forms Classification System (FLUCFCS) (FDOT 1999). The following is a description of the on-site vegetation and land use features: ' Commercial Land Services, FLUCFCS No. 140 This land use occupies approximately 14.44 acres or 87.6 percent of the site and may be described as an area that has been previously developed. This area is dominated by asphalt parking lots and the Wal-Mart store. Some grassy open ' space north of the main building and on islands in the parking lot are frequently maintained for aesthetics. ORIGINAL RECEIVED ' JAW13454\Documents\Environmental\SWFWNM 11 29 06 RARRevised ERP 12 28 06\SECTION E.doc fit, 2 O 20003 ' PLANNING DEPARTMENT CITY OF CLEARWATER ' Reservoirs less than 10 acres, FLUCFCS No. 534 This land use feature occupies 0.76 acres or approximately 4.6 percent of the site. This part of the site is a man made open water feature associated with the on-site wetlands. This area is maintained to the water's edge.- Emergent vegetation observed in the open water feature included water lily (Nuphar sp.) Vegetation observed at the perimeter of the open water included marsh purslane (Ludwigia repens), primrose willow (Ludwigia peruviana), torpedo grass (Panicum repens) and cape weed (Phyla nodii fora). The area receives runoff from several sources as evidenced by ' several large culverts conveying water from on-site and off-site sources. Mixed Wetland Hardwoods, FLUCFCS No. 617 ' This habitat occupies 0.50 acres or approximately 3.0 percent of the site and is characterized by planted cypress (Taxodium ascendens and distichum) red maple (Acer rubrum), swamp tupelo (Nyssa sylvatica), sweet gum (Liquidambar styraciua) and swamp bay (Persia palustris). Other vegetation includes, but is not limited to smartweed (Polygonum sp.), pickerelweed (Pontederia cordata), arrowhead (Sagittaria latifolia), day flower (Commelina diffusa), ' royal fern (Osmunda regalis) and muscadine (Vitis munsonia). The forested area was planted as evident by the linear rows of cypress and maples trees. Some natural recruitment has occurred by the hardwood species. The area receives runoff from several sources as evidenced by several large culverts conveying water from on-site and off-site sources. Soils observed in the forested areas have been altered and are compacted sands on the sloped areas and is mucky at the bottom of the slope. Rural Land in Transition without Positive Indicators of Intended Activitv, FLUCFCS No. 741 ¦ This habitat classification describes 0.80 acres or 4.8 percent of the project site and is comprised of disturbed lands. This area has no apparent intended use and may transition into a forested habitat without regular maintenance. This ' area includes an area around the excavated areas that hold runoff from the surrounding area. Vegetation observed on- site included, but is not limited to red maple, laurel oak (Quercus laurifolia), bahia grass (Paspalum notatum), torpedo grass, cape weed and various other ruderal ground cover species. C. The existing topography extending at least 100 feet off the project area, and including adjacent wetlands and other surface waters. All topography shall include the location and a description of known benchmarks, referenced to NGVD. For systems waterward of the mean high water (MHW) or seasonal high water lines, show water depths, referenced to ' mean low water (MLW) in tidal areas or seasonal low water in non-tidal areas, and list the range between MHW and NEW. For docking facilities, indicate the distance to, location of, and depths of the nearest navigational channel and access routes to the channel. ' D. If the project is in the known flood plain of a stream or other water course, identify the flood plain boundary and approximate flooding elevations; Identify the 100-year flood elevation and floodplain boundary of any lake, stream or other watercourse located on or adjacent to the site; E. The boundaries of wetlands and other surface waters within the project area. Distinguish those wetlands and other ' surface waters that have been delineated by any binding jurisdictional determination. No binding determination has been conducted for this site. Wetland limits were approved by SwFWMD staff on September 19, 20006. F. Proposed land use, land cover and natural communities (acreage and percentages), including wetlands and other surface waters, undisturbed uplands, aquatic communities, impervious surfaces, and water management areas. Use the same ' classification system and community identification number used in III (B) above. Please refer to Figure 7 in Appendix A, ERP report. Wetlands and other surface waters to remain total 1.03 acres. Upland areas to remain undeveloped total 0..80 acres. ' Proposed vegetation and land use classifications are designated in accordance with the Florida Land Use, Cover and Forms Classification System (FLUCFCS) (FDOT 1999). The following is a description of the p13019pp- site vegetation and land use features: RECEIVED ' J:\W 13454\Documents\Environmental\SWFWNM 11 29 06 RARRevised ERP 12_28_06\SECnON E.doc 2 p RNG ' PLANNING DEPARTMENT CpTV OF CLEARWATER Commercial Land Services, FLUCFCS No. 140 This land use will occupy approximately 14.36 acres or 87.6 percent of the site and may be described as an area used for commercial activities. Reservoirs less than 10 acres, FLUCFCS No. 534 This land use feature will occupy 0.84 acres or approximately 4.6 percent of the site. This part of the site is a man made open water feature associated with the on-site wetlands. Mixed Wetland Hardwoods, FLUCFCS No. 617 This habitat will occupy 0.50 acres or approximately 3.0 percent of the site and is characterized by a mixture of wetland forested species. Rural Land in Transition without Positive Indicators of Intended Activity, FLUCFCS No. 741 This habitat classification describes 0.80 acres or 4.8 percent of the project site and will be comprised of disturbed lands. This area is no apparent intended use and may transition into a forested habitat without regular maintenance. G. Proposed impacts to wetlands and other surface waters, and any proposed connections/outfalls to other surface waters or wetlands; H. Proposed buffer zones; I. Pre and post-development drainage patterns and basin boundaries showing the direction of flows, including any off-site runoff being routed through or around the system; and connections between wetlands and other surface waters; J. Location of all water management areas with details of size, side slopes, and designed water depths; K. Location and details of all water control structures, control elevations, any seasonal water level regulation schedules; and the location and description of benchmarks (minimum of one benchmark per structure); L. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility lines, roads, and buildings; M. Location, size, and design capacity of the internal water management facilities; N. Rights-of-way and easements for the system, including all on-site and off-site areas to be reserved for water management purposes, and rights-of-way and easements for the existing drainage system, if any; 0. Receiving waters or surface water management systems into which runoff from the developed site will be discharged; P. Location and details of the erosion, sediment and turbidity control measures to be implemented during each phase of construction and all permanent control measures to be implemented in post-development conditions. Q. Location, grading, design water levels, and planting details of all mitigation areas; Not Applicable. R. Site grading details, including perimeter site grading; S. Disposal site for any excavated material, including temporary and permanent disposal sites; T. Dewatering plan details; U. For marina facilities, locations of any sewage pumpout facilities, fueling facilities, boat repair and maintenance facilities, and fish cleaning stations; Not Applicable ORIGINAL RECEIVED J:\W13454\Documents\Enviromnental\SWFViMD 11_29_06 RAI\Revised ERP 12_28_06\SECTION E.doc DEC 2 8 2006E-5 PLANNING DEPARTMENT CITY OF CLEARWATER V. Location and description of any nearby existing offsite features which might be affected by the proposed construction or development such as stormwater management ponds, buildings or other structures, wetlands or other surface waters. W. For phased projects, provide a master development plan. IV. Construction Schedule and Techniques Provide a construction schedule, and a description of construction techniques, sequencing and equipment. This information should specifically include the following: A. Method for installing any pilings or seawall slabs; B. Schedule of implementation of a temporary or permanent erosion and turbidity control measures; The temporary erosion and turbidity control measures will be implemented as the first step of construction. Permanent erosion and turbidity control measures will be installed after completion of tine grading of landscaped and sodded areas. During construction, the contractor shall take all reasonable measure to insure against polluting, silting or disturbing to such an extent as to cause an increase in turbidity to the remaining surface waters. Such measure shall be approved by the project engineer and may include, but not be limited to, construction of temporary erosion control structures such as sediment basins, sediment checks and/or silt barriers and hay bales. Sodding of storm water treatment basins shall be accomplished following the completion of grading. At a minimum, the storm water treatment ponds will be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. C. For projects that involve dredging or excavation in wetlands or other surface waters, describe the method of excavation, and the type of material to be excavated; D. For projects that involve fill in wetlands or other surface waters, describe the source and type of fill material to be used. For shoreline stabilization projects that involve the installation of riprap, state how these materials are to be placed, (i.e., individually or with heavy equipment) and whether the rocks will be underlain with filter cloth; building construction. E. If dewatering is required, detail the dewatering proposal including the methods that are proposed to contain the discharge, methods of isolating dewatering areas, and indicate the period dewatering structures will be in place (Note a consumptive use or water use permit may by required); F. Methods for transporting equipment and materials to and from the work site. If barges are required for access, provide the low water depths and draft of the fully loaded barge; G. Demolition plan for any existing structures to be removed; H. Identify the schedule and party responsible for completing monitoring, record drawings, and as-built certifications for the project when completed. V. Drainage Information A. Provide pre-development and post-development drainage calculations, signed and sealed by an appropriate registered professional, as follows: 1. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of concentration for each drainage basin; 2. Water table elevations (normal and seasonal high) including aerial extent and magnitude of any proposed water table drawdown; 3. Receiving water elevations (normal, wet season, design storm); ORIGINAL 4. Design storms used including rainfall depth, duration, frequency, and distribution; RECEIVED JAW13454\Documents\Environmental\SWFWMD 11_29_06 RAI\Revised ERP 12_28_06\SECTTON E.doc ,' EC"; 2 B 20061 PLANNING DEILARTMENT CITY OF CLEARWATER 5. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s); 6. Stage-storage computations for any area such as a reservoir, close basin, detention area, or channel, used in storage routing; 7. ' Stage-discharge computations for any storage areas at a selected control point, such as control structure or natural restriction; 8. Flood routings through on-site conveyance and storage areas; 9. Water surface profiles in the primary drainage system for each required design storm event(s); 10. Runoff peak rates and volumes discharged from the system for each required design storm event(s); 11. Tailwater history and justification (time and elevation). 12. Pump specifications and operating curves for range of possible operating conditions (if used in system). B. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions; ' C. Provide the acreage, and percentages of the total project, of the following: 1. impervious surfaces 2. pervious surfaces (green areas, not including wetlands), 3. lakes, canals, retention areas, other open water areas, 4. wetlands; D. Provide an engineering analysis of floodplain storage and conveyance (if applicable), including: 1. Hydraulic calculations for all proposed traversing works; 2. Backwater water surface profiles showing upstream impact of traversing works; 3. Location and volume of encroachment within regulated floodplain(s); ORIGINAL RECEIVED ?pu 2 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 4. Plan for compensating floodplain storage, if necessary, and calculations required for determining minimum building and road flood elevations. E. Provide an analysis of the water quality treatment system including: 1. A description of the proposed stormwater treatment methodology that addresses the type of treatment, pollution abatement volumes, and recovery analysis; 2. Construction plans and calculations that address stage-storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria. F. Provide a description of the engineering methodology, assumptions and references for the parameters listed above, and a copy of all such computations, engineering plans, and specifications used to analyze the system. If a computer program is used for the analysis, provide the name of the program, a description of the program, input and output data, two diskette copies, if available, and justification for model selection VI. Operation and Maintenance and Legal Documentation A. Describe the overall maintenance and operation schedule for the proposed system. B. Identify the entity that will be responsible for operating and maintaining the system in perpetuity if different than the permittee, a draft document enumerating the enforceable affirmative obligations on the entity to properly operate and J:\W13454\Documents\Environmental\SWFWMD 11_29_06 RARRevised ERP 12_28_06\SECT10N E.doc E-7 maintain the system for its expected life, and documentation of the entity's financial responsibility for long term maintenance. If the proposed operation and maintenance entity is not a property owner's association, provide proof of the existence of an entity, or the future acceptance of the system by an entity which will operate and maintain the system. If a property owner's association is the proposed operation and maintenance entity, provide copies of the articles of incorporation for the association and copies of the declaration, restrictive covenants, deed restrictions, or other operational documents that assign responsibility for the operation and maintenance of the system. Provide information ensuring the continued adequate access to the system for maintenance purposes. Before transfer of the system to the operating entity will be approved, the permittee must document that the transferee will be bound by all terms and conditions of the permit. C. Provide copies of all proposed conservation easements, storm water management system easements, property owner's association documents, and plats for the property containing the proposed system. D. Provide indication of how water and wastewater service will be supplied. Letters of commitment from off-site suppliers must be included. E. Provide a copy of the boundary survey and/or legal description and acreage of the total land area of contiguous property owned/controlled the applicant. VII. Water Use A. Will the surface water system be used for water supply, including landscape irrigation, or recreation? B. If a Consumptive Use or Water Use permit has been issued for the project, state the permit number. C. If no Consumptive Use or Water Use permit has been issued for the project, indicate if such a permit will be required and when the application for a permit will be submitted. D. Indicate how any existing wells located within the project site will be utilized or abandoned. ORIGINAL RECEIVED 2 8 2006 ;-Cr PLANNING DEPARTMENT CITY OF CLEARWATER ' JAW 13454\Documents\Environmental\SWFWMD 11_29_06 RARRevised ERP 12_28_06\SECUON E.doc E-8 TABLE ONE: PROJECT WETLAND (WL) AND OTHER SURFACE WATER (SW) SUMMARY rail _na?,t c*.,,o ?')(1 f2'I _f1? WL & SW ID WL & SW TYPE WL & SW SIZE WL & SW NOT IMPACTED TEMPORARY WL & SW IMPACTS PERMANENT WL & SW IMPACTS MITIGATION ID WL & SW TYPE IMPACT SIZE IMPACT CODE WL & SW TYPE IMPACT SIZE IMPACT CODE 1 534 0.76 ac. 0.74 ac. 534 0.02 ac. Temp* N/A 1 617 0.34 ac. 0.34 ac. N/A 2 617 0.16 ac. 0.16 ac. N/A PROJECT TOTALS: 1.26 ac. 1.24 ac. * Work is associated with the excavation of uplands adjacent to the settling basin. ORIGINAL RECEIVED 8 2006 PLANNING DEPARTMENT CITY OF CLEA;I ftTER 9 Attachment 3 SWFWMD Permit Exemption ' z? W W v Q > V 00 C?? 1 U z gu 1 1 1 1 1 1 1 1 1 1 1 1 T FL id l h a west F or Sout Water Management District An Equal Bartow Service Office Lecanto Service Office opportunity 170 Century Boulevard Suite 226 Employer Bartow, Florida 33830-7700 3600 West Sovereign Path (863) 534-1448 or Lecanto, Florida 34461-8070 1-800492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 SUNCOM 667-3271 Talmadge G. "Jerry" Rice Chair, Pasco Judith C. Whitehead Vice Chair, Hernando Neil Combee Secretary, Polk Jennifer E. Closshey Treasurer, Hillsborough Edward W. Chance Manatee Thomas G. Dabney Sarasota Heidi B. McCree Hillsborough Sallie Parks Pinellas Todd Pressman Pinellas Maritsa Rovira•Forino Hillsborough Patsy C. Symons Desoto David L. Moore Executive Director William S. Bilenky General Counsel August 16, 2006 Dan Moyer CPH Engineers 3277A Fruitville Road Sarasota, FL 34237 2379 Broad Street, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 342409711 (941) 377-3722 or 1-800-3203503 (FL only) SUNCOM 531-6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800836-0797 (FL only) SUNCOM 578-2070 AUu '1006 Subject: Project Evaluation - Permit Not Required Project Name: Wal-Mart Supercenter No. 2081-05 Inquiry Number: EX 3609 County: Pinellas Sec/Twp/Rg e: 06/29S/16 E Latitude/Longitude: 27° 58' 57.98", 82° 43' 54.57" ORIGINAL RECEIVED P EC 2 8 2006 Reference: Rule 40D-4.041, Florida Administrative Code, (F.A.C.) PLANNING DEPARTMENT Subsection 373.406(6), Florida Statutes, F. S.) CITY OF CLEARWATER Dear Mr. Moyer: The District has reviewed the information you submitted July 3, 2006 for the project referenced above and has determined that an Environmental Resource Permit (ERP) will not be required for the parking lot renovation resulting in a 3,485 square foot reduction in vehicular use area. The information received by the District will be kept in the Tampa Service.Office to support the District's determination regarding your project. The District's determination that your project does not require an ERP is only applicable pursuant to the statutes and rules in effect at the time the information was submitted and may not be valid in the event subsequent changes occur in the applicable rules and statutes. Additionally, this notification does not mean that the District has - requlreiienLs. /lily determined that your project is permanently pxem „pa ? from permitting subsequent change you make in the project's operation may necessitate further evaluation or permitting by the District. Therefore, you are advised to contact the District before beginning the project and before beginning any activity which is not specifically described in your submittal. Your timely pursuit of this activity is encouraged to avoid any potential rule changes that could affect your request. This letter constitutes notice of Final Agency Action of the project listed above. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United. States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available. Permit No.: EX 3609 Page 2 of 2 August 16, 2006 Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. If you have questions regarding this matter, please contact Richard M. Alt, P.E., at the Tampa Service Office, extension 2045. Please reference the Project Name and Inquiry Number in future communications concerning this project. Sincerely, (1<;?, a d' Alba E. Ws, P.E., Director Tampa Regulation Department AEM: RMA:elb Enclosures: Noticing Packet (42.00-047) Section 28-106.201 and 28-106.301. F.A.C. cc: Inquiry No. EX 3609 ORIGINAL RECEIVED DEC 2, 8 2006 PLANNING DEPARTIv€ov; CITY OF CLEAI?VV4r-;? 1 1 1 1 1 1 1 1 1 1 1 NOTICE OF FINAL AGENCY ACTION BY THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT Notice is given that the District has determined that no? is required on , acres to serve `V.cA known as ORIGINAL RECEIVED CEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER The project is located in I ky County, Section(s) 0 IJ ; .? ,. . Township South, Range East. The. permit inquiry was submitted by N?whose address is?I?? ? The permit inquiry no. is b -? U a?11 The file(s) pertaining to the project referred to above is available for inspection Monday through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m., at the Southwest Florida Water Management District (District) s 7(? ?) 4hd-yV11,fW _R11 ?c(y fn Ta k'JAV(k _?-L 3; U37 NOTICE OF RIGHTS Any person-whose substantial interests are affected by the District's action may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statutes (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action or final action; (2) state all material facts disputed by each person requesting the hearing or state that there are no disputed facts; and (3) otherwise comply with Chapter 28-106, F.A.C. A request for hearing must be filed with and received by the Agency Clerk of the District at the District's Brooksville address, 2379 Broad Street, Brooksville, FL 34604-6899 within 21 days of publication of this notice. Failure to file a request for hearing within this time period shall constitute a waiver of any right such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the District's final action may be different from the position taken by it in this notice of final agency action. Persons whose substantial interests will be affected by any such final decision of the District on the application have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's final action in this matter is not available prior to the filing of a request for hearing. 42.00-047 (Rev 09/01) NOTICE OF FINAL, AGENCY ACTION BY THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ORIGINAL RECEIVED Notice is given that the District has determined that no ' on acres to serve known as located in ' Township submitted by The permit inquiry no. is County, Section(s) South, Range , whose address The project is East. The permit inquiry was ' The file(s) pertaining to the project referred to above is available for inspection Monday through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m., at the Southwest Florida Water Management District (District) NOTICE OF RIGHTS Any person-whose substantial interests are affected by the District's action may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statutes (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must 1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action or final action-, (2) state all material facts disputed by each person requesting the hearing or state that there are no disputed facts; and (3) otherwise comply with Chapter 28-106, F.A.C. A request for hearing must be filed with and received by the Agency Clerk of the District at the District's Brooksville address, 2379 Broad Street, Brooksville, FL 34604-6899 within 21 days of publication of this notice. Failure to file a request for hearing within this time period shall constitute a waiver of any right such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the District's final action may be different from the position taken ' by it in this notice of final agency action. Persons whose substantial interests will be affected by any such final decision of the District on the application have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Mediation pursuant to Section 120.573 F.S. to settle an administrative dispute regarding the ' District's final action in this matter is not available prior to the filing of a request for hearing. 42.00-047 (Rev 09/01) 11 ^L +Lo ? 4- 2 8 2006 is required PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 PART H HEARINGS INVOLVING DISPUTED ISSUES OF MATERIAL FACT 28-106.201 Initiation of Proceedings. (1) Unless otherwise provided by statute, initiation of proceedings shall be made by written petition to the agency responsible for rendering final agency action. The term "petition" includes any document that requests an evidentiary proceeding and asserts the existence of a disputed issue of material fact. Each petition shall be legible and on 8 '/z by 11 inch white paper. Unless printed, the impression shall be on one side of the paper only and lines shall be double-spaced. (2) All petitions filed under these rules shall contain: (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 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 the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes 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 petitioner wishes the agency to take with respect to the agency's proposed action. (3) Upon receipt of a petition involving disputed issues of material fact, the agency shall grant or deny the petition, and if granted shall, unless otherwise provided by law, refer the matter to the Division of Administrative Hearings with a request that an, administrative law judge be assigned to conduct the hearing. The request shall be accompanied by a copy of the petition and a copy of the notice of agency action. (4) A petition shall be dismissed if it is not in substantial compliance with subsection (2) of this rule or it has been untimely filed. Dismissal of a petition shall, at least once, be without prejudice to petitioner's filing a timely amended petition curing the defect, unless it conclusively appears from the face of the petition !hat the defect cam-not be Cured. (5) The agency shall promptly give written notice to all parties of the action taken on the petition, shall state with particularity its reasons if the petition is not granted, and shall state the deadline for filing an amended petition if applicable. Specific Authority 120.54(3), (5) F.S. Law Implemented 120.54(.5), 120.569, 120.57 F.S. History-New 4-1-97, Amended 9-17-98. PART III PROCEEDINGS AND HEARINGS NOT INVOLVING DISPUTED ISSUES OF MATERIAL FACT 28-106.301 Initiation of Proceedings (1) Initiation of a proceeding shall be made by written petition to the agency responsible for rendering final agency action. The term "petition" includes any document which requests a proceeding. Each petition shall be legible and on 8 t/2 by 11 inch white paper or on a form provided by the agency. Unless printed, the impression shall be on one side of the paper only and lines shall be double-spaced. (2) All petitions filed under these rules shall contain: (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 will be affected by the agency determination; . (c) A statement of when and how the petitioner received notice of the agency decision; (d) A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification, of the agency's proposed action; (e) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action; and (f) A statement of the relief sought by the. petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. (3) If the petition does not set forth disputed issues of material fact, the agency shall refer the matter to the presiding officer designated by the agency with a request that the matter be scheduled for a proceeding not involving disputed issues of material fact. The request shall be accompanied by a copy of the petition and a copy of the notice of agency action. (4) A petition shall be dismissed if it is not in substantial compliance with subsection (2) of this Rule or it has been untimely filed. Dismissal of a petition shall, at least once, be without prejudice to petitioner's filing a timely amended petition curing the defect, unless it conclusively appears from the face of the petition that the defect cannot be cured. (5) The agency shall promptly give written notice to all parties of the action taken on the petition, shall state with Y W,U1aiiLy 10 1QdZi rls ifthe petition is not granted, and shall state the deadline for filing an amended petition if applicable. Specific Authority 120.54(5) F.S. Law Implemented 120.54(5), 120.569, 120.57 F.S. History-New 4-1-97, Amended 9-17-98. ORIGINAL RECEIVED DEC 2 8 2006 PLANNING DEPARTIlpo-028 (10/99) CITY OF CLEARWATER ?Tfiz d l h a west F ori Sout c Water Management District An Equal Bartow Service Office Lecanto Service Office Opportun ty 170 Century Boulevard Suite 226 Employer Bartow, Florida 33830-7700 3600 West Sovereign Path (863) 534-1448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 SUNCOM 667-3271 Talmadge G. "Jerry" Rice ' Chair, Pasco Judith C. Whitehead Vice Chair, Hernando Neil Combee ' Secretary, Polk Jennifer E. Closshey Treasurer, Hillsborough Edward W. Chance Manatee Thomas G. Dabney Sarasota Heidi B. McCree ' Hillsborough Sallie Parks Pinellas Todd Pressman ' Pinellas Maritza Rovira-Forino Hillsborough Patsy C. Symons Desoto David L. Moore Executive Director William S. Bilenky General Counsel i August 17, 2006 Joseph A. Finan JASF Limited Partnership 4424 West Bay Court Avenue Tampa, FL 33611 Subject: Final Notice for Project Name: Permit No.: Compliance No. Sec/Twp/Rge: County: Dear Mr. Finan: Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 2379 Broad Street, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240-9711 (941) 377-3722 or 1-800-320-3503 (FL only) SUNCOM 531-6900 r.,?.,i r ,- F,- AUG `?,'? LUU6 :I l Statement of Completion/As-Bui t Dr( awings AutoZo e Store No. 3263 at Waters and Dal abry 6028403.001 0165796 28/28'S/18E ? ,--?? v l?r Hillsborough (IT j e c By letter dated May 24, 2006 and July 3, 2006 (copies enclosed), you were advised that a condition of the permit for the above referenced project requires that you submit a Statement of Completion and Request to Transfer to Operation Entity form and as-built drawings to. the District upon completion of construction. To date, this information has not been provided. Failure to submit the required documents is a violation of your permit and District rules. The letter has been sent to notify you that this matter has been referred to the District's Legal Department for further enforcement action. If you have any questions, please contact me at (813) 985-7481. Sincerely, David L. Petrie Tampa Regulation Department DLP:elb Enclosure: As stated cc: File of Record 46028403.001/CT 165796 Judson C. Pankey, P. E., CPH Engineers, Inc. ORIGINAL RECEIVED GEEC 2 s 2006 PLANNING DEPARTMENT CJTY OF CLEARW, IFp T id l h F or a west F Sout Water Management District An Equal Bartow Service Office Lecanto Service Office Opportunity 170 Century Boulevard Suite 226 Employer Bartow, Florida 33830-7700 3600 West Sovereign Path (863) 534-1448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 SUNCOM 667-3271 Heidi B. McCree Chair, Hillsborough Talmadge ?. "rerry° Rice Vice Chair, Pasco Patsy C. Symons Secretary, Desoto Judith C. Whitehead Treasurer, Hernando Edward W. Chance Manatee Jennifer E. Closshey Hillsborough Neil Combee Polk Thomas G. Dabney Sarasota Sallie Parks Pinellas Todd Pressman Pinellas Maritza Rovira-Forino Hillsborough David L. Moore Executive Director Gene A. Heath Assistant Executive Director William S. Bilenky General Counsel PLANNING CITY OF ( 2379 Broad Street, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at. WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240.9711 (941) 377-3722 or 1-800-320-3503 (FL only) SUNCOM 531-6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 NOTICING PACKET PUBLICATION INFORMATION PLEASE SEE THE REVERSE SIDE OF THIS ivOTICE FOR A LIST OF FREQUENTLY AS::ED QUESTIONS (FAQ) The District's action regarding the issuance or denial of a permit, a petition or qualification for an exemption only becomes closed to future legal challenges from members of the public ("third parties"), if 1.) "third parties" have been properly notified of the District's action regarding the permit or exemption, and 2.) no "third party" objects to the District's action within a specific period of time following the notification. Notification of "third parties" is provided through publication of certain information in a newspaper of general circulation in the county or counties where the proposed activities are to occur. Publication of notice informs "third parties" of their right to challenge the District's action. If proper notice is provided by publication, "third parties" have a 21-day time limit in which to file a petition opposing the District's action. A shorter 14-day time limit applies to District action regarding Environmental Resource Permits linked with an authorization to use Sovereign Submerged Lands. However, if no notice to "third parties" is published, there is no time limit to a party's right to challenge the District's action. The District has not published a notice to "third parties" that it has.taken or intends to take final action on your application. If you want to ensure that the period of time in which a petition opposing the District's action regarding your application is limited to the time frames stated above, you may publish, at your own expense, a notice in a newspaper of general circulation. A copy of the Notice of Agency Action the District uses for publication and guidelines for publishing are included in this packet. Guidelines for Publishing a Notice of Agency Action 1. Prepare a notice for publication in the newspaper. The District's Notice of Agency Action, included with this packet, contains all of the information that is required for proper noticing. However, you are responsible for ensuring that the form and the content of your notice comply with the applicable statutory provisions. 2. Your notice must be published in accordance with Chapter 50, Florida Statutes. A . copy of the statute is enclosed. 3. Select a newspaper that is appropriate considering the location of the activities proposed in your application, and contact the newspaper for further information regarding their procedures for publishing. . 4. You only need to publish the notice for one day. 5. Obtain an "affidavit of publication" from the newspaper after your notice is published. 6. Immediately upon receipt send the ORIGINAL affidavit to the District at the address FINAL below, for the file of record. Retain a copy of the affidavit for your records. IVED Southwest Florida Water Management District 82006 Records and Data Supervisor 2379 Broad Street XPARTMENT Brooksville, Florida 34604-6899 .EANATNF NOR e: you are advertising a notice of the District's proposed action, and the District's final action is different, publication of an additional notice may be necessary to prevent future legal challenges. If you need additional assistance, please contact us at ext. 4360, at the Brooksville number listed above. (Your question may be on the FAQ list). 42.00-047 (Rev 03/06) u NOTICE OF FINAL AGENCY ACTION BY ' THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ' Notice is given that the District has determined that no is required ' on known as located in County, Section(s) Township ' submitted by The permit inquiry no. is acres to serve Friday except for legal holidays, 8:00 a.m. to 5:00 p.m., at the Southwest Florida Water Management District (District) ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMEN' CITY OF CLEARWATER The project is East. The permit inquiry was The file(s) pertaining to the project referred to above is available for inspection Monday through NOTICE OF RIGHTS Any person-whose substantial interests are affected by the District's action may request an administrative hearing in accordance with.Sections 120.569 and 120.57, Florida Statutes (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must U explain how the substantial interests of each person requesting the hearing will be affected by the District's action or final action: (2) state all material facts disputed by each person requesting the hearing or state that there are no disputed facts: and (3) otherwise comply with Chapter 28-106, F.A.C. A request for hearing must be filed with and received by the Agency Clerk of the District at the District's Brooksville address, 2379 Broad Street, Brooksville, FL 34604-6899 within 21 days of publication of this notice. Failure to file a request for hearing within this time period shall constitute a waiver of any right such person may have to request a hearing under Sections 120.569 and 120.57, F.S.. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the District's final actinn may he different from the position taken by it in this notice of final agency action. Persons whose substantial interests will be affected by any such final decision of the District on the application have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's final action in this matter is not available prior to the filing of a request for hearing. South, Range whose address is 42.00-047 (Rev 09/01) ORIGINAL RECEIVED ,EC' 2 81005 NAME OF NEWSPAPER PLANNING DEPARTMENT Published (Weekly or Daily) (Town or City) (County) FLORIDA CITY OF CLEARWATER STATE OF FLORIDA COUNTY OF Before the undersigned authority personally appeared who on oath says that he or she is of the a newspaper published at in County, Florida; that the attached copy of advertisement, being a. in the matter of in the Court, was published in said newspaper in the issues of Affiant further says that the said is a newspaper published at , in said County, Florida, and that the said newspaper has heretofore been continuously published in said County, Florida, each and has been entered as 'second-class mail matter at the post office in , in said County, Florida, for a period of 1 year next preceding the first publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn to and subscribed before me this day of , 19_, by , who is personally known to me or who has produced (type of identification) as identification. (Signature of Notary Public) (Print, Type, or Stamp Commissioned Name of Notary Public) (Notary Public) . History.-s. 2, ch. 19290, 1939; CGL 1940 Supp. 4668(2); s. 6, ch. 67-254; s. 1, ch. 93-62; s. 291, ch. 95-147. 'Note.YRedesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996. Note.-Former s. 49.05. 50.061 Amounts chargeable.V (1) The publisher of any newspaper publishing any and all official public notices or legal advertisements shall charge therefore the rates specified in this section without rebate, commission or refund. (2) The charge for publishing each such official public notice or legal advertisement shall be 70 cents per square inch for the first insertion and 40 cents per square inch for each subsequent insertion, except that: (a) In all counties having a population of more than 304,000 according to the latest official decennial census, the charge for publishing each such official public notice or legal advertisement shall be 80 cents per square inch for the first insertion and 60 cents per square inch for each subsequent insertion. (b) In all counties having a population of more than 450,000 according to the latest official decennial census, the charge for publishing each such official public notice or legal advertisement shall be 95 cents per square inch for the first insertion and 75 cents per square inch for each subsequent insertion. (3) Where the regular established minimum commercial rate per square inch of the newspaper publishing such official public notices or legal advertisements is in excess of the rate herein stipulated, said minimum commercial rate per square inch may be charged for all such legal advertisements or official public notices for each insertion, except that a governmental agency publishing an official public notice or legal advertisement may procure publication by soliciting and accepting written bids from newspapers published in the county, in which case the specified charges in this section do not apply. (4) All official public notices and legal advertisements shall be charged and paid for on the basis of 6-point type on 6-point body, unless otherwise specified by statute. (5) Any person violating a provision of this section, either by allowing or accepting any rebate, commission, or refund, commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083. (6) Failure to charge the rates prescribed by this section shall in no way affect the validity of any official public notice or legal advertisement and shall not subject same to legal attack upon such grounds. History.-s. 3, ch. 3022, 1877; RS 1298; GS 1729; RGS 2944; s. 1, ch. 12215,1927; CGL 4668; ss. 1, 2, 2A, 2B, ch. 20264, 1941; s. 1, ch. 23663, 1947; s. 1, ch.. 57-160; s. 1, ch. 637-50; s. 1, ch. 65-569; s. 6, ch. 67-254; s. 15, ch. 71-136; s. 35, ch.-73-332; s. 1, ch. 90-279. Note.#Former s.49.06. 50.071 Publication costs; court docket fund.V (1) There is established in Broward, Dade, and Duval Counties a court docket fund for the purpose of paying the cost of the publication of the fact of the filing of any civil case in the circuit court in those counties by their counties by their style and of the calendar relating to such cases. A newspaper qualified under the terms of s. 50.011 shall be designated as the record newspaper for such publication by an order of a majority of the judges in the judicial circuit in which the subject county is located and such order shall be filed and recorded with the clerk of the circuit court for the subject county. The court docket fund shall be funded by a service charge of $1 added to the filing fee for all civil actions, suits, or proceedings filed in the circuit court of the subject county. The clerk of the circuit court shall maintain such funds separate and apart, and the aforesaid fee shall not be diverted to any other fund or for any purpose other than that established herein. The clerk of the circuit court shall dispense the Tuna to the designated record newspaper in the county on a quarterly basis. The designated record newspaper may be changed at the end of any fiscal year of the county by a majority vote of the judges of the judicial circuit of the county so ordering 30 days prior to the end of the fiscal year, notice of which order shall be given to the previously designated record newspaper. (2) The board of county commissioners or comparable or substituted authority of any county in which a court docket fund is not specifically established in subsection (1) may, by local ordinance, create such a court docket fund on the same terms and conditions as established in subsection (1). (3) The publishers of any designated record newspapers receiving the court docket fund established in subsection (1) shall, without charge, accept legal advertisement for the purpose of service of process by publication under s. 49.011(4), (10), and (11) when such publication is required of persons authorized to proceed as insolvent and poverty-stricken persons under s. 57.081. History.-s. 1, ch. 75-206. 42.00-047 (Rev 03/06) Transportation Impact Analysis Wa1*Mart Supercenter City of Clearwater, Florida Store Number 2081-05 Northwest Quadrant of the Intersection of Northeast Coachman Road & US Highway 19 Prepared for Wal*Mart Stores East, L.P. 2001 SE 10th Street Bentonville, AR-72716-0550 Revised December 2006 ORIGINAL RECEIVED Engineers Planners OR 2 $ 2006 Landscape Architects PLANNING DEPARTMENT Surveyors CITY OF CLEARWATER Construction Management DesigWBuild Certificate of Authorization No. 00003215 500 North Westshore Boulevard Suite 760 Tampa, Florida 33609 Tel: (813) 288-0233 Fax: (813) 288-0433 Contact: C. John Melendez III Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Table of Contents Executive Summary ..................................................................................................1 Introduction ..............................................................................................................2 Study Area .............................................................................................................. 4 Existing Traffic Conditions ........................................................................................ 4 Future Background Traffic Conditions ......................................................................... 7 Determination of Project Traffic .....................................................................................10 Future Total Traffic Conditions ................................................................................. 16 Transportation Analysis ............................................................................................18 Conclusions ........................................................................................................... 23 List of Figures Figure 1 - Site Location Map .................................................................................... 3 Figure 2 - P.M. Peak Hour, Peak Season Existing Traffic Volumes ................................... 6 Figure 3 - P.M. Peak Hour Future Background Traffic Volumes ........................................ 9 Figure 4 - Net New Project Traffic Distribution .............................................................13 Figure 5 - Pass-By Project Traffic Distribution .............................................................14 Figure 6 - P.M. Peak Hour Project Traffic Volumes .......................................................15 Figure 7 - P.M. Peak Hour Future Total Traffic Volu.mes ................................................17 ORIGINAL RECEIVEr) ` _ P 8 2006 PLANNING L7EF'Ar?ervr?rVi CITY OF CLEARWATrr CPH Engineers, Inc. i 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 List of Tables Table 1 - Study Intersection Data ............................................................................... 5 Table 2 - ITE Trip Generation Variables ...........................................................................11 Table 3 - P.M. Peak Hour Project Traffic Volumes ............................................................12 Table 4 - P.M. Peak Hour Signalized Intersection Levels of Service .................................18 Table 5 - P.M. Peak Hour Unsignalized Intersection Levels of Service ............................. 19 Table 6 - P.M. Peak Hour Roadway Segment Capacity Level of Service ...........................21 Table 7 - Turn Lane Length Data .............................................................................. 22 List of Appendices Appendix A - Site Plan Appendix B - Methodology Statement Appendix C - Trip Generation Worksheet Appendix D - Traffic Data Appendix E - Intersection Analysis Worksheets Appendix F - Roadway Segment Analysis References ORIGINAL RECEIVED CEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CPH Engineers, Inc. ii Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Executive Summary Wal*Mart Stores East, L.P. proposes to expand the existing ±122,000 square foot Wal*Mart store to an approximate ±160,000 square foot Wal*Mart Supercenter. The existing Wal*Mart along with three out parcels is located on the northwest quadrant of US 19 & NE Coachman Road. The following land uses exists on the three out parcels, which share common accesses with existing Wal * Mart: • Jiffy Lube: 3 Servicing Position Quick Lubrication Shop; • Wendy's: 2,500 square foot Drive thru fast-food restaurant;, and • Washington Mutual: 6,500 square foot Walk-in Bank. The proposed site plan provided in Appendix A illustrates the driveway/access configuration to the site. The accesses identified from the proposed development connect to NE Coachman Road to the south, Stag Run Boulevard to the North and, Southbound Frontage Road to the east. The existing at grade intersections of US 19 roadway segment with Sunset Point Road and NE Coachman Road are under construction in the existing condition and are to be modified to a Single Point Urban Interchange (SPUI) with US 19 as an overpass in the future conditions. The study area intersections of US 19/ frontage roads, and NE Coachman Road and Sunset Point Road are evaluated as at grade intersections in the existing condition, while in the future condition they are analyzed as SPUI's. In addition, per discussions and meeting with the Florida Department of Transportation (FDOT), the eastbound left turn lane at the South East driveway is to be relocated to South West driveway, and was analyzed accordingly in the future condition. [i ii 1 s e A traffic impact study was conducted for the proposed project for pm peak hour conditions on discussions and approval of a methodology statement per the requirements of Pinellas County. The methodology statement is included in Appendix B. This report details the transportation impact analysis conducted to address the transportation concurrency and traffic operations consideration with regards to the review of the proposed project by Pinellas County. Capacity analysis conducted for study area intersections indicates that the addition of project traffic is not anticipated to degrade the level of service from future background traffic conditions to future total traffic conditions, and that signalized study area intersections are operating at LOS D or better. Roadway capacity analysis indicates that the study area roadways are operating at acceptable levels of service, and are expected to operate at acceptable levels of service for future total traffic conditions based on detailed Art Plan and HCS arterial analysis. The review of the intersection analyses at the proposed site accesses show the project driveways are anticipated to provide adequate access to the site given the projects trip generation potential. ORIGINAL RECEIVED CEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I CPH Engineers, Inc. Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Introduction Wal*Mart Stores East, L.P. proposes to expand the existing ±122,000 square foot Wal*Mart store to an approximate 160,000 square foot Wal*Mart Supercenter. The existing Wal*Mart along with three out parcels is located on the northwest quadrant of US 19 & NE Coachman Road. The following land uses exists on the three out parcels, which share common accesses with existing Wal*Mart: • Jiffy Lube: 3 Servicing Position Quick Lubrication Shop; • Wendy's: 2,500 square foot Drive thru fast-food restaurant; and • Washington Mutual: 6,500 square foot Walk-in Bank. The Accesses to the Wal*Mart and its out parcels exists through: • North Driveway & Stag Run Boulevard (full access); • Stag Run Boulevard & SB Frontage Road (Right in/Right out); • East Driveway & SB Frontage Road (Right In/ Right out); • South East Driveway & NE Coachman Road (Directional Opening); and • South West Driveway & NE Coachman Road (Directional Opening): Detailed driveway/access configuration to the site is illustrated in the site plan included in ' Appendix A. U 1 [l r ORIGINAL RECEIVED CSC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CPH Engineers, Inc. 2 i 3 v D p rn Sylven Abbey a ?c 3 MemoruMPark 6 Point Sunset Point Rd gu75? Rd srs C M Sunsettl9 vouo Sho n o Cerrder9 Woodnng 41 0 ? a ? = c O ? ar D > U p 4ey 7tnace Or N St Croix C Campbell tae e. o` p Saral a O p N p i c y N f0 d u o 'o . Stag U Q W J F- 590 ! Kumquat Or J % Clearwater Navel Dr 00 r PROJECT LOCATION Avruil' - fry ? ?":!F1 { - ..5 I ?n. t•.. LEGEND 0 Project Location 590 t b It 1 I 2*4 3'50.61 VV PROJECT LOCATION MAP nc =ph Lande,:ope Architecu Surveyors. Cons(raction Manageme°`- cpheng---.m Wal -Martr Clearwater FIGURE 1 500 Nonh N estshurc t9nu1csard, Suitc 760 Tampa FI, 33607 Ph,, e 813_1X8 0'_13 Far 913288.0433 NW quadrant of the intersection of US 19 & NE Coachman Road ORIGIN City of Clearwater, Florida r1 Fr =1VF C -C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Stud Area The study area was agreed upon with the City of Clearwater staff based on an approved methodology, and consists of the following intersections and roadway segments noted below. Study Intersections 1 1 i North Driveway & Stag Run Boulevard; Stag Run Boulevard & SB Frontage Road; East Driveway & SB Frontage Road; South West Driveway & NE Coachman Road; South East Driveway & NE Coachman Road; US 19/Frontage Road & Sunset Point Road; US 19/Frontage Road & NE Coachman Road; and US 19 & Drew Street. I Study Roadway Segments • US 19 from Sunset Point Drive. to NE Coachman Road; • US 19 from NE Coachman Road to Drew Street; and • NE Coachman Road from Old Coachman Road to US 19. Existing Traffic Conditions The year 2006 is considered the base year traffic conditions or existing conditions. Based upon discussions with the City of Clearwater staff, existing condition vehicle turning movement counts were coordinated by CPH Engineers, Inc. in support of this Transportation Impact Analysis. The turning movement counts were conducted during the p.m. peak period, which is generally accepted as 4:00 p.m. to 6:00 p.m. The p.m. peak hour and peak hour factor for each study intersection was obtained from the raw turning movement counts. Intersection data is provided in Table 1, Study Intersection Data and raw turning movement counts are provided in Appendix D, Traffic Data. The existing traffic volumes obtained through the turning movement counts were adjusted to reflect peak-season conditions using peak-season correction factors for City of Clearwater contained in Florida Department of Transportation, 2003 Florida Traffic Count Information software, Version 7.0. The peak-season correction factor for the week during which the turning movement counts were conducted is 1.06, and is used to account for seasonal variation in traffic volumes on the roadway network. The p.m. peak hour, peak season existing traffic volumes are shown in Figure 2, Existing P.M. Peak Hour, Peak Season Traffic Volumes. ORIGINAL RECEIVED C,r-r 2 S 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CPH Engineers, Inc. 4 t t 1 1 1 1 t A 1 1 Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Table 1, Study Intersection Data Traffic P.M. Peak PeakHour Peak Season Intersection Count Date Control Hour Factor Correction Facto North Driveway & Stag 6/15/2006 Stop Sign 5:00 - 6:00 0.783 1.06 Run Boulevard Stag Run Boulevard & SB 6/13/2006 Stop Sign 5:00 - 6:00 0.908 1.06 Frontage Road East Driveway & SB 6/15/2006 Stop Sign 5:00 - 6:00 0.932 1.06 Frontage Road South East Driveway & NE 6/14/2006 Stop Sign 5:00 - 6:00 0.829 1.06 Coachman Road South West Driveway & 6/14/2006 Stop Sign 5:00 - 6:00 0 908 1.06 NE Coachman Road . US 19 & Sunset Point 6/15/2006 Traffic 5:00 - 6:00 0.967/0.906 1.06 Road /Frontage Road Signal US 19 & NE Coachman 6/15/2006 Traffic 5:00 - 6:00 924/0.947 0 1.06 Road /Frontage Road Sign I . US 19 & Drew Street 6/13/2006 Traffic 4:45 - 5:45 0.919 1.06 . Signal ORIGINAL RECEIVED CSC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP I CPH Engineers, Inc. 5 d31VM?JV310 30 AL[O 1NRYIN OO ONINNNId 9002 8 43/\GOM ldNIONO i # • O.' L.i B - 9 `a town Place 9 7 V } ? ` 45 @ 14 w o? I-...... ...1 . ............ _..---- m ? it , FEE LL? ? 9fl 3 02 J ?? ` 195 813 4 r 82 Bekhar Road 9E s9n ott 'j $ ? 9 48 217 1 8801d Doaehma, Road EL ?1r *19 ??++ En F m 5 k j 7 L 181 1 T 02 South Weal Driveway i? 14L u South East Driveway ' N N 152 w 82, r 112 i L. L 4j c 29 41 14 L 1 X1'1 j p Cs coot eel? _?go 00 A 3 a A _ m n ti N •' m P North Dr,.way j f 9E g N N 5 F yO m {. 217 r t3 w q- 823 L 34 192 L 92 J ?. 842 798 83 RR Fmnlxaa Rnea oil SB US 19 NB Frontage Road / NB US 19 I g ?. 1,28 ra „D 14?C. 11 +t41t l?i 9?sz a, g k e 3 P Z ?? Transportation Impact Analysis - Wal Mart Store #2081-05 December 2006 Construction to US 19 was observed during the course of completing the analysis. Specifically, the northbound US 19 through lanes were closed and all traffic was rerouted onto the Frontage Road. In order to duplicate future conditions we have assumed the same percentage split on the northbound approach as in the southbound approach. Future Background Traffic Conditions The proposed project is anticipated to be completed for construction and operational in the year 2008. Future background traffic conditions, also referred to as future non-project traffic conditions, are those present in the study area in the year 2008, prior to the construction and operation of the proposed project, including any committed development traffic volumes and roadway improvements, background traffic growth, and any agency funded improvements approved for inclusion in the analysis. Non-site Related Intersection and Roadway Improvements Based upon discussions with City of Clearwater staff and a review of the Work Programs of City of Clearwater and the Florida Department of Transportation (FDOT), US 19 roadway improvements have been initiated, involving construction of US 19 overpass, a six-lane roadway at US 19 & Sunset Point Road and US 19 & NE Coachman Road. The roadway improvements are anticipated to be completed by 2007. Accordingly, the improvements identified were considered with the existing intersection and roadway geometries and traffic control devices within the study area for the future background and future total scenario analyses. Future Background Traffic Volumes Future background traffic volumes represent the sum of existing p.m. peak hour, peak season traffic volumes, committed development traffic volumes if any, and general background traffic growth based upon a growth rate. ORIGINAL RECEIVED `= C' 2 8 2006 PLANNING DEPARIMENT CITY OF CLEARWATEP CPH Engineers, Inc. 7 TransPortation Impact Analysis - Wal*Mart Store #2081-05 December 2006 As stated in the approved methodology statement, background traffic growth was determined by applying a growth rate of 2% per year (for two years given existing base year of 2006 and future build out year of 2008) to the existing p.m. peak-hour, peak season volumes. The growth rate of 2% is based upon a linear growth rate calculation using historical FDOT Average Annual Daily Traffic (AADT) volumes at FDOT count site # 0042 located on US 19 between Blackburn Road & Bermuda This count location is the closest count location near the project based upon FDOT traffic data. Historical AADT from the FDOT count station is provided in Appendix D, Traffic Data. The p.m. peak hour future background traffic volumes are shown in Figure 3, P.M. Peak Hour Future Background Traffic Volumes. 1 1 1 f t ORIGINAL RECEIVED PEC 2 8 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER CPH Engineers, Inc. 8 memo iw- we Imm emew s? nwnwmalmas m ,sw? Figure 3 : P.M. Peak Hour Future Background Traffic volumes z C? OZ n Ga ml m l mG C _ m ;a ;0 C5 C= v. m m z -a M M Read n R-d o-Ss cph Transportation Impact Analysis - Wal *Mart Store #2081-05 December 2006 Determination of Project Traffic The vehicular traffic volumes or trips anticipated to be generated by the proposed development is primarily due to the expansion of the existing Wal*Mart Discount Store to a Wal*Mart Supercenter. The additional trips anticipated to be generated by the proposed expansion is referred to as project traffic. The trip generation potential and distribution of project traffic for the project were determined based upon the following procedure. Trip Generation Potential The potential trips to be generated by the proposed expansion of the existing development was determined based on an agreed upon trip generation methodology as approved by the City of Clearwater staff in the methodology meeting. The trips due to expansion were determined as follows: 1. The existing Wal*Mart trips and its trip generation rate were determined. The process used the seven (7) day 24 hour tube count data at the existing site driveways. The process involved: a. Determination of the trip generation potential for the three out parcels using ITE Trip Generation Handbook, 2"d Edition, 2003 based on their respective land use type, scale and units. b. Calculation of the trips from the existing Wal*Mart by deducting the out parcels trips determined from the previous step 1.a. c. Determination of the trip generation rate from the existing Wal*Mart from trips as determined in Step 1.b. 2. The trips anticipated to be generated by the proposed 160,000 s.f. Wal*Mart was calculated based on the trip generation rate determined in step 1.c. 3. New Trips (trips due to expansion) anticipated to be generated by the proposed expansion was determined as the difference between total trips from the proposed Wal*Mart (step 2) and existing Wal*Mart trips at site as measured in step 1.b. The trip difference determined in step 3 above was considered as the potential number of additional trips to be generated from the proposed expansion of the existing development considered as project trips/ traffic. ORIGINAL RECEIVED H-C' 2 & 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CPH Engineers, Inc. 10 1 t E t t it t t A 1 r 1 Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 The project traffic associated with the proposed project is defined as follows: Gross Volumes, also known as "Driveway Volumes" are the total trip-ends (a "trip-end" reflects a one-way trip or vehicle while a "trip" represents travel to and from a location) generated by the project during the analysis period and represent the sum of all vehicular trips entering and exiting each access point to the roadway network. Gross Volumes are used in site access and traffic operations considerations such as determining turn lane lengths at project driveways, but are not used for off-site transportation concurrency evaluations. • Internal Capture Volumes are project generated trips which occur between proposed land uses during the analysis period, but do not access the roadway network during the analysis period (and thus do not impact the roadway network). Internal capture percentages are determined based upon ITE methodology and engineering judgment. • External Traffic Volumes represent the only trips which access the roadway network during the analysis period and are determined by deducting the Internal Capture Volumes from the Gross Volumes. Pass-by Capture Volumes are defined as vehicles already present on the roadway network which choose to enter the project at one of the project driveways, and exit via one of the project driveways during the analysis period. Pass-by percentages are determined based upon ITE data. Pass-by volumes were checked so as not to exceed so as not to exceed ten percent of the future background traffic volumes adjacent to the site. • Net New Project Traffic represents the new traffic added to the roadway network as a result of the project, and is determined by deducting Internal Capture Volumes and Pass-by Capture Volumes from the Gross (Driveway) Volumes. Net New Project Traffic is used to evaluate projects for transportation concurrency requirements. Table 2, provides a summary of the directional distribution, internal capture and the pass-by capture rate percentages based on ITE Trip Generation Handbook, 2"d Edition, 2003. Table 2, ITE Trip Generation Variables Land Scale Directional Internal Pass-by Land Use Use and Distribution Capture Capture Code Units Entering `Exiting Rates - Rates Existing Wal-Mart 815 122 ksf 42% 58% 7% 17% Proposed Wal-Mart 813 160 ksf 42% 58% 6% 28% Supercenter Note: ksf = thousand square feet C Fc 2 B 2006 WKIVINIAL RECEIVED PLANNING DEPARTMENT CPH Engineers, Inc. 11 CITY OF CLEARWATER I Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 i 1 t t 1 i i The traffic volumes projected due to the expansion of the existing Wal*Mart per the rates determined based on the driveway counts is shown in Table 3, P.M. Peak Hour Project Traffic Volumes. The internal capture was determined based on the ITE Internal Capture Worksheet taking into consideration the out parcel land use types to be the same in existing and future conditions. The pass by rate of 28% was applied based on the ITE Trip Generation Handbook, 2nd Edition, 2003. The trip generation potential for Wal*Mart in the existing and proposed condition is shown in Table 3. A detailed trip generation calculation worksheet including trip generation variables and traffic volumes is provided in Appendix C, Trip Generation Worksheet. Table 3, P.M. Peak Hour Project Traffic Volumes Gross Traffic Internal External Pass-by Net New " Land Use Volumes Capture Traffic Capture Traffic Volumes Volumes Volumes Volumes Existing: 122 ksf Discount 434 30 404 69 335 Store Proposed: 160 ksf Super 570 34 536 150 386 Store Expansion Trips (Proposed - Existing) 136 4 132 81 51 Trip Distribution and Assignment The distribution of net new project traffic was calculated based upon the travel patterns or distribution of traffic observed in the existing p.m. peak hour intersection turning movement volume counts conducted at study area intersections, as discussed with the City of Clearwater staff. The distribution of net new trips and pass-by trips were calculated independent of one another. At. project driveways, engineering judgment was used to determine project traffic distribution in accordance with standard practice. The distribution of net new project traffic is shown in Figure 4, Net New Project Traffic Distribution. Pass-by trips were distributed at project driveways and the adjacent intersection Stag Run Boulevard & southbound Frontage Road based upon the proportion of traffic volumes on southbound Frontage Road/US 19 & NE Coachman Road, and the directional distribution on each roadway. The distribution of pass-by project traffic is shown in Figure 5, Pass-by Project Traffic Distribution. Given the resulting net new and pass-by distributions, project traffic was assigned to project driveways and study intersections and roadways. The project traffic volumes, net g,&d pass-by, are shown in Figure 6, P.M. Peak Hour Project Traffic Volumes. RECEIVED E-L 2 8 2006 PLANNING DEPARTMENT C-ify Of ATM CPH Engineers, Inc. 12 i t I C O N .H 1 w O N 1 [i I r QRIGWAL RECEIVED DEC 2, 8 2066 PLANNING DEPARTMENT CITY OF CLEARWATER 4 V 431VM8V310 3p AID 1N31AIINW43q ONINNYId C13A1303?J R a 0 e C`T v 3 A QA .a? D Q g i t r-I O U ri ro H fm a r 0 x x ro v a r r t RECEIVED HE 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER U\ E _ o Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Future Total Traffic Conditions The proposed project is anticipated to be operational in the year 2008. Future total traffic conditions are those present in the study area in the year 2008, including the proposed project and any project improvements, committed development traffic volumes and roadway improvements, background traffic growth, and any agency funded improvements approved for inclusion in the analysis. Site-related Intersection and Roadway Improvements Per discussion with FDOT staff, a safety issue was identified due to the existing eastbound left turn lane at the two-way stop controlled intersection of NE Coachman Road & southeast driveway. Per the FDOT Staff suggestion, the future total conditions were evaluated with the relocation of the existing eastbound left turn lane at NE Coachman Road & southeast driveway to NE Coachman Road & southwest driveway, and the addition of an eastbound right turn lane at NE Coachman Road & southeast driveway. Any off-site intersection or roadway capacity improvements identified in the capacity analysis, as required for mitigation due to concurrency requirements, would be discussed later in the Transportation Analysis section of this report. Future Total Traffic Volumes The p.m. peak hour total traffic volumes were calculated by adding future background traffic volumes and project traffic volumes, and are shown in Figure 7, P.M. Peak Hour Future Total Traffic Volumes. 1 ORIGINAL RECEIVED r e? 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I CPH Engineers, Inc. 16 t ?E 1W w F u O F ?N U 9 O x ?x ro a? a P4 ?r a? 9 .H I pw ORIGINAL RECEIVED f SEC" 2 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Q V 1 t e 1 1 1 t l t Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Transportation Analysis Based upon discussions with City of Clearwater staff, capacity analysis was conducted for the p.m. peak hour of study area intersections and roadways. For a conservative approach, data collected during the peak hour of each intersection, which may vary by intersection, was analyzed. Project driveways were analyzed to obtain data for determining associated turn lane lengths. Capacity analysis was conducted for the p.m. peak hour of existing traffic conditions, future background traffic conditions, and future total traffic conditions. Intersection Capacity Analysis The level of service (LOS) for study area intersections for each traffic condition noted above was determined based upon methodologies published in the Transportation Research Board, Highway Capacity Manual (HCM), 2000. Highway Capacity Software (HCS 2000) version 4.1d was used to analyze unsignalized study area intersections and Synchro was used to analyzed the signalized intersections of US 19 with Drew Street, NE Coachman Road and Sunset Point Road. The level of service determined for each condition determined was evaluated based on the City of Clearwater established level of service standard of "D" for intersections. The intersection level of service of each signalized study intersection, considering each traffic condition, is shown in Table 4, P.M. Peak Hour Signalized Intersection Levels of Service. Table 4, P.M. Peak Hour Signalized Intersection Levels of Service * These node numbers correspond to the intersection node reference number in Appendix E Intersection Existing Traffic Conditions LOS Future Background Conditions LOS Future Total Traffic Conditions LOS *US 19 Intersection Nodes 1 2 3 1 2 3 1 2 3 US 19 & Sunset Point Road F F - D C C D C C US 19 & NE Coachman Road F F - D B C D B C US 19 & Drew Street C C B C C C C C C The results of the signalized intersection analysis show that the overall intersection levels of service for study intersections are expected to operate above the LOS standard of "D" in the future background and future total traffic conditions (with the addition of project traffic) taking into consideration the ongoing intersection improvements and proposed improvement as part of this analysis. Detailed Synchro reports are included in Appendix E. The level of service for stop-controlled approaches of unsignalized study area intersections, considering each traffic condition, is shown in Table 5, P.M. Peak Hour Unsignalized Intersection Approach Levels of Service. Detailed unsignalized HCS report§)frgNppluded in Appendix E. RECEIVED CEC 2 8 2006 PLANNING DEPA M E °T CPH Engineers, Inc. 18 CITY OF CLEARWATER Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 I Table 5 P.M. Peak Hour Unsi nalized Intersection Approach Levels of Service r Approach Level of Service Intersection Northbound Southbound Eastbound Westbound Existing Conditions: North Driveway_ & Stag Run Blvd A - - - Stag Run Blvd & SB Frontage - B Road East Driveway & SB Frontage - B " Road - ......... ........ South East Driveway & NE Coachman Road B - " South West Driveway & NE - C - " Coachman Road Non-Project Traffic Conditions: North Driveway & Stag Run Blvd A - - - Stag Run Blvd & SB Frontage Road - B " East Driveway & SB Frontage - B " Road South East Driveway & NE _ - " Coachman Road South West Driveway & NE _ - " Coachman Road Total Project Traffic Conditions: North Driveway & Stag Run Blvd A - - - Stag Run Blvd & SB Frontage - ....... - _--.. ........... -_ - B " Road ........................................... ........ -- -- - East Driveway & SB Frontage Road .....- .............................. -------- .......... ._.-._._.......... _..._....... _..-- - - B " South East Driveway & NE Coachman Road . ._. B " " South West Driveway & NE _ D - " Coachman Road * Indicates a free-flow approach for which level of service is not calculated by HCS. The results of the unsignalized intersection analysis show that the approach levels of service for study intersections are not expected to be degraded from future background conditions to future total traffic conditions (with the addition of project traffic). However the southbound approach at the intersection of NE Coachman Road & southwest driveway are anticipated to fail due to heavy southbound left turning volume in the future total traffic condition due to relocation of eastbound left turn lane. Detailed unsignalized HCS reports are included in Appendix E. ORIGINAL RECEIVED t CE C 2 8 2006 PLANNING DEPARTMENT ' CPH Engineers, Inc. 19 CJTY OF CLEARWATER ORIGINAL RECEIVED Transportation Impact Analysis - Wal*Mart Store #2081-05 fir` December 2006 CE 9 82009 Traffic Operations PLANNING DEPARTMENT CITY OF CLEARWATER Based upon discussions with FDOT staff, existing traffic operations issues were identified at the unsignalized intersection of NE Coachman Road & the southeast driveway. This issue may be reviewed relative to, or independent of the proposed project. The following improvements were evaluated to improve the traffic operations at the subject intersection and to mitigate its impact on the intersection of US 19 & NE Coachman Road: • Relocation of eastbound left turn lane from existing eastbound left turn lane at NE Coachman Road & southeast driveway to NE Coachman Road & southwest driveway; and; • Addition of a westbound right turn lane at intersection of NE Coachman Road & southeast driveway. HCS analysis of the unsignalized intersection of NE Coachman Road & southwest driveway in the future total traffic condition evaluated the southbound left turn lane to operate at LOS "F", while the overall southbound approach was evaluated to operate at LOS "D". However, this degradation of the southbound left turn lane operation at the intersection of NE Coachman Road & southwest driveway is not attributable to the project impacts, as they occur due to the relocation of the turn lane to improve the safety and operational efficiency of the intersection of NE Coachman Road & southeast driveway and US 19 & NE Coachman Road. From a site access perspective, potential turning - movement conflicts are identified with the edition of an eastbound left turn lane in the future total condition at the closely spaced two-way stop controlled intersections of NE Coachman Road with the southwest driveway and Town Place Apartments. The conflicts of concern at the intersection of NE Coachman & southwest Driveway would be the southbound left turn movement with eastbound left turn movement. However, the provision of appropriate staging area for southbound left and eastbound left turn movement with raised median would minimize the conflict probability. In addition, the proximity of the subject intersection to signalized intersection of US 19 & NE Coachman Road is anticipated to provide sufficient gaps for the queues at this intersection to dissipate and minimize congestion and conflict at this intersection. Based on the existing split of movements at the eastbound approach of US 19 & NE Coachman Road having approximately 47% of movement making left at the intersection to access US 19 northbound. In the future total condition, the southbound left turn are anticipated to be minimized with majority of these trips being diverted to the driveways on SB Frontage Road to access the free flow southbound "U" turn to access Northbound US 19. The operation at the closely spaced intersection of NE Coachman Road & Town Place Apartment was also evaluated with the inclusion on eastbound left turn lane at the intersection of NE Coachman Road & southwest Driveway. Based on the HCS Analysis this intersection is evaluated to operate above the LOS Standard of "D". From traffic operations and site access perspective the westbound left turn lane and northbound left turn lane would have to wait for the eastbound left turn lane queues to be dissipated for their right of way and movement to occur. However, it is anticipated that the provision of appropriate storage for the westbound left turn lane with gaps to be made available for eastbound left turn lanes from the signalized CPH Engineers, Inc. 20 J a J 1 I I I i t Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 intersection of US 19 & NE Coachman Road would provide sufficient time for the queues and movements from the westbound left turn lane and northbound left turn lanes to dissipate. Roadway Segment Capacity Analysis Roadway capacity analysis was conducted on study area roadways at a general level, using level of service tables (FDOT LOS Tables), from the State of Florida, Quality/Level of Service Handbook, 2002. The p.m. peak hour two-way traffic volumes for each traffic condition: existing, future background, and future total conditions were analyzed based on the City of Clearwater / Pinellas County level of service standard of LOS D. Detailed p.m. peak hour peak direction analysis using Art plan and/or HCS arterial analysis was conducted on roadway segments evaluated to operate at LOS F using FDOT generalized roadway capacity analysis. Results from the generalized analysis (FDOT LOS Tables), Art Plan and HCS arterial analysis are shown in Table 6, P.M. Peak Hour Roadway Segment Capacity Level of Service. Detailed roadway segment analysis including the entering and exiting project trip distribution on each study roadway link is included in Appendix F, Roadway Segment Analysis References. Table 6, P.M. Peak Hour Roadway Segment Capacity Level of Service FDOT P.M. Peak Hour, Peak Season Traffic Conditions Roadway Segment LOS Two- Existing Future Future Description Standard Service Traffic Background Total Traffic Traffic Volume Volume LOS Volume LOS Volume LOS US 19 from Drew St to D 5,080 (`9840) 6,622 F 6,890 C 6,902 C NE Coachman Road. US 19 from NE 5 080 Coachman Road. to D , ('9840) 7,619 F 7,927 D 7,943 D Sunset Point Road. NE Coachman from Belcher Road to Old D 1,460 1,800 (C) +C +C Coachman Road. NE Coachman from Old F A A Coachman Road. to US D 1,460 2,139 (AB) B B 19 Note: ' 9840 is the P.M. Peak hour two way service volume for six (6) lane divided freeway based on FDOT Generalized LOS Tables A PM Peak Hour Peak Direction LOS reported based on Art Plan analysis + PM Peak Hour Peak Direction LOS reported based on HCS Arterial analysis. FDOT generalized roadway capacity analysis evaluated all the study area roadway segments to operate at LOS Standard F in the existing condition. US 19 roadway segments are evaluated to operate above the LOS Standard in the future condition based on the improvement of existing US 19 roadway segment to a six (6) lane divided freeway. A more detailed analysis was conducted using Art Plan analysis for NE Coachman Road roadway segments. Preliminary Art Plan analysis evaluated the roadway segments to operate at LOS "F". ORIGINAL RECEIVED C 2 8 2000 CPH Engineers, Inc. 21 PLANNING DEPARYMENT CITY OF CLEARWATER TransPortation Impact Analysis - Wal*Mart Store #2081-05 December 2006 The Art Plan analysis was further revised for the NE Coachman Road roadway segment from Old Coachman Road to US 19 taking into account the exclusive left turn percentages as 50% (based on observed field turning movement counts) instead of 12% as reported in the Pinellas County 2005 MPO report. The output of this revised analysis evaluated this section of NE Coachman Road to operate at LOS "B" from existing through future total traffic conditions. Detailed p.m. peak hour peak directional HCS arterial analysis based on HCM methodology was conducted for NE Coachman Road roadway segment from Belcher Road to Old Coachman Road. P.M. Peak hour turning movement count was conducted at NE Coachman road intersection with Belcher Road and Old Coachman Road in support of this analysis. Based on the HCS arterial analysis this roadway segment was evaluated to operate at LOS "C" on the peak eastbound NE Coachman Road and at LOS "D" on the westbound NE Coachman Road from existing through future total traffic conditions. Project Turn Lanes A review was conducted for the turn lane length requirements at the southeast and southwest driveway on to NE Coachman Road. The projected queue storage length was determined for stop-controlled movements based upon the 95th percentile back-of-queue calculation resulting from the HCS analysis for the future total traffic conditions. Appropriate deceleration distance was calculated based upon FDOT Design Standard, Index 301, and the roadway geometry and design speed. The projected queue storage and deceleration lengths for the speed, cross-section geometry (urban vs. rural), and turning movement volumes analyzed are detailed in Table 7, Turn Lane Length Data. t Table 7. P.M. Turn Lane Length Data HCS 95th Intersection / P.M. Peak Posted Design Deceleration Percentile Back of Storage Total: Existing Movement Hour Speed Speed Length (ft) Queue Length Length Length Volume (mph) (mph) (vehicle (ft) (ft) (ft) lengths) NE Coachman & southeast Driveway / 82 45 50 240 N/A* 0 240 N/A westbound right-turn lane NE Coachman & southwest Driveway / 189 45 50 240 0.77 20 260 N/A eastbound left-turn lane L * This movement is a free flow condition, and thus the storage requirement is zero. ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF Cl EA ER CPH Engineers, Inc. 22 Transportation Impact Analysis - Wal*Mart Store #2081-05 December 2006 Conclusions ' Wal*Mart Stores East, L.P. proposes to expand the existing 120,000 square foot Clearwater store to a 160,000± square foot Wal*Mart Supercenter. The project site is located in the northwest quadrant of the intersection of US 19 & Coachman Road in City of Clearwater, Florida. The project is anticipated to be completed for construction and operational in the year 2008. Capacity analysis conducted for study area intersections indicates that the addition of project traffic is not anticipated to degrade the level of service from future background traffic conditions to future total traffic conditions, and that signalized study area intersections are operating at LOS D or better. Roadway capacity analysis indicates that the study area roadways are operating at acceptable levels of service, and are expected to operate at acceptable levels of service for future total traffic conditions based on detailed Art Plan and HCS arterial analysis. In addition, US 19 in future conditions will be operating as a 6 lane divided freeway with interchanges within 2 mile spacing, and was analyzed accordingly for future conditions. In the existing condition US 19 is evaluated to operate at LOS "F", whereas in the future conditions US 19 roadway segments would operate above the adopted standard LOS "D". Detailed analysis of NE Coachman Road using Art Plan and HCS Arterial analysis as discussed in the Roadway Segment Analysis section of this report were shown to operate above the standard LOS "D". Existing traffic operations issues noted within the study area involved access and traffic operation issues at the intersection of NE Coachman Road and southeast driveway. Per discussion with FDOT staff, the unsignalized intersection of NE Coachman Road & southeast driveway were analyzed without the existing eastbound left turn lane and addition of a westbound right turn lane at the subject intersection. HCS analysis of the subject intersection evaluated the intersection to operate above the LOS standard "D". In addition, the eastbound left turn from NE Coachman Road & the southeast driveway was relocated in the future total traffic condition to NE Coachman Road & the southwest driveway. The HCS analysis of the intersection evaluated the southbound left turn lane to operate at LOS "F" in the future total traffic condition. However, based upon a review of the HCS analysis of the location of the proposed site access points and associated turn lanes, the proposed project driveways and major approach turn lanes and the overall intersections are anticipated to operate above the adopted level of service standard of "D". Therefore, the proposed site access and configuration would be adequate for the site given the projected trip generation potential due to the proposed expansion of the existing land use. ORIGINAL RECEIVED LEv 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I CPH Engineers, Inc. 23 I s s e APPENDIX A SITE PLAN ORIGINAL RECEIVED Gr-? 8 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER ¦ ' f 1 ¦ ° Q ORIGINAL RECEIVED 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER APPENDIX B METHODOLOGY STATEMENT ORIGINAL RECEIVED lcl 2 8 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER 1 1 1 t 1 1 r TRANSPORTATION IMPACT ANALYSIS METHODOLOGY STATEMENT Proposed Wal-Mart Supercenter Expansion Store #2081-05, Clearwater Pinellas County, Florida Introduction This methodology statement outlines procedures and data that will be used to evaluate the projected traffic impacts of a proposed expansion of a Wal-Mart Store to a Wal-Mart Super center located in the northwest quadrant of the intersection of US 19 and NE Coachman in Pinellas County. The project consists of an existing freestanding store of approximately 122,000 square feet. It is proposed to expand the existing store to freestanding discount superstore of approximately 160,000 square feet. This is a proposed increase of approximately 40,000 square feet. Future Analysis (Buildout) Year The future analysis (build out) year for the project will be assumed to be 2008. Trip Generation Trip generation potential for the proposed expansion will be based upon data collected at the existing stores' driveways (tube counts and turning movement counts) and applied towards the increase in proposed square footage. Out parcel trip generation will be determined by using the equations/rates documented in the Institute of Transportation Engineers' (ITE), Trip Generation, 7th Edition. The net change in external new trips will be the difference between the existing traffic volumes collected versus the traffic volumes projected using the abovementioned methodology. Pass-by rates will be determined based on those published in the Institute of Transportation Engineers' (ITE), Trip Generation, 7th Edition for the corresponding land uses. For the existing traffic counts, internal capture will be accounted for and reflected in the existing, external driveway volumes. Trip Distribution Trip distribution of project traffic will be based upon the distribution of existing turning movement counts at study area intersections. Specific assignment of trips at the proposed project driveways will be based upon engineering judgment and the distribution of existing traffic volumes. Transportation Impact Study Area The study area is proposed to include the following study intersections (as identified in the attached site plan and site location map): ORIGINAL • Sunset Point & US 19; RECEIVED • Stag Run Boulevard & SB Frontage Road; 2?Os • NE Coachman Road & US 19; ?.'r? $ PLANNING DEPARTMENT CITY OF CLEARWATER 1 • US 19 & Drew St; • North Driveway & Stag Run Boulevard; • East Driveway & Southbound Frontage Road; • South East Driveway & NE Coachman Road; and • South West Driveway & NE Coachman Road. In addition, the following study roadway segments will be included: • US 19 from Sunset Point Dr. to NE Coachman; • US 19 from NE Coachman to Drew St; and • NE Coachman Road from Old Coachman Road to US 19. • NE Coachman Road from Old Coachman Road to Belcher Road Traffic Volume Conditions The p.m. peak hour, peak season existing traffic, project traffic, future ' background traffic, and future total traffic will be quantified and displayed in appropriate figures based upon the procedures described below. t 1 1 1 Existing Traffic Conditions Existing p.m. peak hour intersection turning movement volume counts will have been conducted within one year from the time the analysis is performed, and will be modified appropriately using the peak season adjustment factors for Pinellas County published by the Florida Department of Transportation (FDOT) to determine existing traffic conditions, unless alternative peak season adjustment factors are provided by Pinellas County. In addition, any current construction projects will be noted and the maintenance of traffic effect will be manually adjusted based upon engineering judgment. Future Background Traffic Conditions Future, non-project traffic volumes will be the sum of existing peak hour, peak season traffic volumes and background traffic. Background traffic will consist of a combination of background traffic growth and/or approved (vested) development traffic volumes as appropriate. The background traffic growth rate will be calculated based upon historical traffic counts published by the Florida Department of Transportation (FDOT). Vested development traffic information will be provided by Pinellas County. If specific vested development turning movement volumes are unavailable, the agreed upon background traffic growth rate will be used. Future Total Traffic Conditions The future total traffic conditions will be the sum of existing traffic volumes, future non-project traffic volumes, and project traffic. It will be used to evaluate the impacts of the proposed development in the buildout year of the project. ORIGINAL Roadway Network Improvements RECEIVED r'i 2 8 200!6 PLANNING DEPARTMENT CITY OF CLEARWATER t 1 t 1 1 n 1 1 Roadway and intersection improvements to be included in the analysis will be identified based upon discussions with Pinellas County staff and a review of the appropriate jurisdictional agency work programs. Analysis Scenarios The analysis period will be conducted for the p.m. peak hour (which generally occurs from 4:00 p.m. to 6:00 p.m.). Three scenarios will be analyzed in this study: existing conditions, future background traffic, and future total (with project) traffic. Link Analyses The FDOT Generalized Level of Service Tables (2002) will be used to evaluate the study area roadway segments for the p.m. peak hour. For roadway segments found to be deficient based upon a generalized analysis, more detailed analysis shall be provided using the most recent Highway Capacity Software and/or Synchro traffic analysis software as appropriate. Intersection Analyses The analysis of study area intersections will be based upon the p.m. peak hour, and will be conducted utilizing the most recent Highway Capacity Software and/or Synchro traffic analysis software as appropriate. Report A traffic impact statement detailing the traffic impacts of the development, and appropriate mitigation improvements, if any, will be provided to Pinellas County for review. The statement will include: the level of service of study area intersections and roadways for the p.m. peak hour, peak season of existing, future background traffic, and total traffic conditions; a review of turn lane requirements at project driveways; and proposed mitigation improvements. ORIGINAL RECEIVED DEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 t 1 1 1 I] 1 1 1 Parking Study Methodology Proposed Wal-Mart Supercenter Expansion Store #2081-05, Clearwater Pinellas County, Florida Introduction Per the request of the City of Clearwater, CPH Engineers, Inc. will conduct a parking study in support of the proposed expansion of a Wal-Mart Discount Store to a Wal-Mart Supercenter located in the northwest quadrant of the intersection of N. US Highway 19 and NE Coachman Road in Pinellas County. The project consists of an existing freestanding store of approximately 122,000 square feet. It is proposed to expand the existing store to freestanding discount superstore of approximately 160,000 square feet. This is a proposed increase of approximately 40,000 square feet. The methodology is based on the parking study done for Sam's Club located on the south side of Gulf to Bay Boulevard between N. US Highway 19 and Bypass Drive in Pinellas County. Data Collection A parking lot occupancy count will be conducted on a Friday during the usual peak times (11:00 a.m. to 8:00 p.m.) of the week and summarized for every 30 minute interval. A count will also be conducted on a Saturday (10:30 a.m. to 4:30 p.m.) and summarized for every 15 minute interval. Analysis The data collected will be used to determine the parking demand for the peak period. The demand will be divided by the existing square footage to determine a parking demand ratio for the day counted. The sales for the corresponding day counted will be compared to the peak day sales and the parking demand ratio will be adjusted accordingly. A comparative analysis will be conducted against the Institute of Transportation Engineers (ITE) Parking Generation Manual, 3rd Edition, 2004. . Report A report documenting the data collection effort, analysis, and findings will be developed for review and sufficiency approval. ORIGINAL RECEIVED C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 t t 1 r APPENDIX C TRIP GENERATION WORKSHEET ORIGINAL RECEIVED DEC 2 82005 PLANNING DEPARTMENT CITY OF CLEARWATER M M ?!Mim ? M' m m 1 M r m m ?? Jw ? 2006 Existing Land Use Trip Generation based on Driveway Counts P.M. Peak Hour Project Trip Generation ITE E n q Directional Gross (Driveway) Internal Capture External Traffic Volumes Pass-By Traffic Net-New Project Traffic Existing Land Uses Scale (X) Units Rate or Distribution Volumes Volumes V l Volumes Code Equation o umes Rate Enter Exit Enter Exit Total (T) % Trips Enter Exit Total % Trips Enter Exit Total Free Standing Discount 6` Driveway Vol - Store NA 3.5 122 ks.t ITE Out Parcels 42% 58% 434 7.0% 30 171 233 404 17.0% 69 142 193 335 Walk In Bank 911 33.15 6.5 k.s.f 33.15 50% 50% 215 6.0% 13 102 101 203 0.0% 0 102 101 203 Fast Food Restaurant w Drive Thru 934 34.64 2.5 k.s.f 34.64 52% 48% [ 87 25.0% 22 34 31 65 50.0% 33 17 15 32 Jiffy Lube 941 5.19 3 lanes T=13.86(X) 55% 45% 16 38.0% 6 10 0.0% 0 6 4 10 TOTAL 4 752 9.4% 71 313 369 682 15.0% 102 267 313 580 Notes: 1. ksf = 1000 square feet " Rate determined based on 2006 Net (Walmart ) Driveway Trips obtained from Count Data n :? Z L'? OZZ mp 00 rn 022 22 C7 r- _MV v ;17 C= D ? C" M m Z 4 t A?? Mllwm M?? A MM MM M? .! M 2008 Proposed Land Use Trip Generation based on Driveway Counts P.M. Peak Hour Project Trip Generation E n Directional Gross (Driveway) Internal C t E Pass-By Net-New Protect Traffic Existing Land Uses ITE q Scale (X) Units Rate or Distribution Volumes ap ure xternal Traffic Volumes Traffic Volumes Code Equation Volumes Volumes Rate Enter Exit Enter Exit Total (T) % Trips Enter Exit Total % Trips Enter Exit Total Free Standing Discount NA 3.56* 160 k.8.f Driveway Vol- 42% 58% 239 331 570 6.0% 34 225 311 536 "28% 150 162 224 386 Superstore ITE Out Parcels Walk In Bank 911 33.15 6.5 k.s.f 33.15 50% 50% 108 108 215 8.0% 17 99 99 198 0.0% 0 99 99 198 Fast Food Restaurant w Drive Thru 934 34.64 2.5 k.s.f 34.64 52% 48% 45 42 87 25.0% 22 34 31 65 50.0% 33 17 15 32 Jiffy Lube 941 5.19 3 lanes T=13.86(X) 55% 45% 9 7 16 38.00/ - 6 6 4 10 0.0% 0 6 4 10 TOTAL 401 487 888 8.9% 79 364 445 809 22.6% 183 284 342 626 Notes: 1. ksf = 1000 square feet Rate determined based on 2006 Net (Walmart ) Driveway Trips obtained from Count Data Pass By Rate for Free Standing Discount Superstore based on ITE Trip Generation Handbook, 2nd Edition S TOZ Cam') mQ 00 i\D ? mM > pp m m- ? o v I m m C" Z -I A A A A !?! MM ! A MA A Mm A A A M _M Trip Generation Summary Existing Trip Generation based on Driveway Volumes Eqn Directional Gross (Driveway) Volumes Internal Capture External Traffic Volumes Pass-By Traffic Net-New Project Traffic Land Use ITE Code Scale (X) Units Rate or Distribution Volumes Volumes Volumes Equation Rate Enter Exit Enter Exit Total (T) % Trips Enter Exit Total % Trips Enter Exit Total Free Standing NA 3.56* 122 k.s.t Driveway Vol - 42% 58% 184 250 434 7.0% 30 171 233 404 17 0% 69 142 193 335 Discount Store TE Out Parcels . Proposed Trip Generation based on Driveway Volumes Eqn Directional Gross (Driveway) Volumes Internal Capture External Traffic Volumes Pass-By Traffic Net-New Project Traffic Scenario ITE Code Scale (X) Units Rate Distribution Volumes - Volumes Volumes Equation Rate Enter Exit Enter Exit Total (T) % Trips Enter Exit Total % Trips Enter Exit Total Free NA 3.56' 160 ks.t - Vol Driveway 42% 58% 239 331 570 6.0% 34 225 311 536 "28% 150 162 224 386 Discount Superstore ITE Out rcels Pa Trips Due to Proposed Expansion Drivewa Volume Based -[Proposed -Existing) - Tri s Due to Ex ansion Expansion Scenario [Proposed -Existing] Directional Gross Driveway Volumes Intemal Ca lure External Traffic Volumes Pass-B Traffic Net Now Project Traffic Enter Exit Enter Exit Total % Trips Enter Exit Total % Tri s Enter Exit Total Free Standing Discount Superstore Expansion 55 81 136 4 54 78 132 81 20 31 51 Notes: ' Rate determined based on 2006 Net (Walmart ) Driveway Trips obtained from Count Data " Pass By Rate for Free Standing Discount Superstore based on ITE Trip Generation Handbook, 2nd Edition ? Z Az M MO D D ".D rn 4v7 C o y C" mI'M ? z y I L7 1 1 t t 1 1 t t APPENDIX D TRAFFIC DATA ORIGINAL RECEIVED DES 2 8 2006 PLANNING DEPARTMENT C17Y OF CLEARWATER 1 r JW ? a an r M M M am M M M M am M M M TRAFFIC TRENDS US 19 -- Between Blackburn & Bermuda County: Pinellas Station #: 42 Highway: us 19 90000 l? Observed Count 80000 -Fitted Curve 0 70000 N m 60000 t 50000 ?- 40000 a M 30000- M > 20000 Q 10000 0 2000 2005 2010 2015 2020 2025 Year n? Z i O Z m d 00 ? mfib D Co m - My ? v m m z --1 ** Annual Trend Increase: 26 Trend R-squared: 93.4% Trend Annual Historic Growth Rate: 2.06% Trend Growth Rate (2004 to Design Year): -0.31% Printed: 25-Oct-06 Traffic (AD T/AADT) Year Count* Trend' 2000 79000 82200 2001 82000 82200 2002 82500 82200 2003 83500 82300 2004 85500 82300 200 6 Opening Yea r Trend 2006 N/A 82300 2 010 Mid-Year T rend 2010 N/A 82400 201 5 Design Year Trend 2015 N/A 82600 TRAN PLAN Forecas ts/Trends *Axle-Adjusted Print Date: June 01, 2006 Florida Department of Transportation Transportation Stati stics Office 2004 Hi storical AADT Report County: 15 - PINELLAS Site: 0042 Description : US 19/SR 55, BTWN B LACKBURN AND BERMUDA Year AADT Direction 1 Direction 2 K Factor D Factor T Factor 2004 S 85,500 N 43,500 S 42,000 0.10 0.59 6.00 2003 F 83,500 N 42,500 S 41,000 0.10 0.56 6.00 2002 2001 C 82,500 C 82,000 N 42,000 N 40,000 S S 40,500 42,000 0.10 0.10 0.56 0.52 6.00 4.70 2000 C 79,000 N 38,500 S 40,500 0.10 0.59 3.90 1999 C 82,000 N 39,000 S 43,000 0.10 0.53 9.00 1998 C 81,000 N 40,500 S 40,500 0.10 0.57 5.60 1997 C 74,000 N 36,500 S 37,500 0.08 0.60 4.30 1996 C 76,500 N 38,000 S 38,500 0.09 0.56 4.00 1995 F 72,500 N 36,500 S 36,000 0.11 0.58 3.60 1994 C 70,500 N 35,500 S 35,000 0.10 0.58 3.40 1993 C 77,500 N 38,500 S 39,000 0.00 0.00 0.00 1992 C 76,500 N 39,000 S 37,500 0.00 0.00 0.00 1988 91,482 N 44,769 S 46,713 0.00 0.00 0.00 1987 81,237 N 40,360 S 40,877 0.00 0.00 0.00 1986 63,061 N 31,323 S 31,738 0.00 0.00 0.00 1985 58,457 N 29,791 S 28,666 0.00 0.00 0.00 1983 59,466 N 30,464 S 29,002 0.00 0.00 0.00 1980 52,254 N 26,881 S 25,373 0.00 0.00 0.00 1979 59,704 N 30,530 S 29,174 0.00 0.00 0.00 1978 46,047 N 22,324 S 23,723 0.00 0.00 0.00 1977 45,232 N 22,247 S 22,985 0.00 0.00 0.00 1976 48,463 N 22,780 S 25,683 0.00 0.00 0.00 1975 0 N 0 S 0 0.00 0.00 0.00 1974 36,164 N 17,818 S 18,346 0.00 0.00 0.00 1973 30,271 N 15,211 S 15,060 0.00 0.00 0.00 1972 1971 28,380 24,053 N 13,827 N 11,501 S S 14,553 12,552 0.00 0.00 0.00 0.00 0.00 0.00 1970 20,880 N 10,381 S 10,499 0.00 0.00 0.00 i r 1 AADT Flags: C = Computed; E =Manual Estimate; F = First Year Est; S = Second Year Est; T = Third Year Est; X = Unlolown ORIGINAL RECEIVED Dt_C 2 8 2006 PLANNING DEPARTMENT QTY OF CLEARWATER Page 1 09/01/2006 15:01 8136598688 ADAMS TRAFFIC PAGE 02 Ada.wwTraffic,, IY 1. P.O. Box 997 Plant City, Fl- 33564 Project No,: -0C1 Tel:(813) 763-7763 Fax:(813) 659-8688 Turning Movement Count Field Data Sheet Date: 30 (o Count Times: y~'---- Major Street: .`rear ?o d Direction: N-S Speed Limit: 3 mpF Minor Street: t1- 0 a MA,;? -A o o- Direction: E-W Speed Limit: a m City/County: 04"I. t??' ?, Weather: _ clclour- Phasing: V T "r4.ell L".H --30 3 Cycles Measured: IS`o ?20 !;Lr 39 stop SS I?l 77 s. .20 si:- e 39 13. SI?p -79' ? iSr75. Intersection Sketch ?O she 3s s1c? s&-1(0 -79 15a s. • iy3 -1 - -N7Z ?? ?t' q ya° use. 4 J- Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear Groups Printed- Passenger Vehicles - Heaw Vehicles - U-Turns File Name : belcher&coachman Site Code : 00006186 Start Date : 8/30/2006 Page No :1 BELCHER ROAD NE COACHMAN ROAD BELCHER ROAD NE COACHMAN ROAD I Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht RTOR Ap p. Total Left Thru Right RTOR Ap p. Total Left Thru it RTOR App. Total Left Thru Right RTOR A . Total Int. Total 04:00 PM 22 182 28 7 239 29 57 9 11 106 11 242 18 3 274 45 56 5 2 108 727 04:15 PM 9 181 22 4 216 22 66 11 12 111 3 274 20 8 305 64 51 2 2 119 751 04:30 PM 15 217 29 15 276 19 47 6 7 79 7 285 18 9 319 55 55 3 2 115 789 04:45 PM 17 191 32 3 243 22 48 8 8 86 13 313 15 8 349 41 44 0 0 85 763 Total 63 771 111 29 974 92 218 34 38 382 34 1114 71 28 1247 205 206 10 6 427 3030 05:00 PM 33 225 30 18 306 29 68 7 5 109 11 373 13 16 413 55 52 7 3 117 945 05:15 PM 16 186 32 11 245 28 52 4 8 92 4 336 17 16 373 85 64 4 1 154 864 05:30 PM 15 201 32 11 259 16 47 5 13 81 12 332 11 7 362 55 41 3 3 102 804 05:45 PM 12 169 33 14 228 25 58 3 8 94 8 343 16 6 373 59 51 2 2 114 809 Total 76 781 127 54 1038 98 225 19 34 376 35 1384 57 45 1521 254 208 16 9 487 3422 Grand Total 139 1552 238 83 2012 190 443 53 72 758 69 2498 128 73 2768 459 414 26 15 914 6452 Apprch % 6.9 77.1 11.8 4.1 25.1 58.4 7.0 9.5 2.5 90.2 4.6 2.6 50.2 45.3 2.8 1.6 Total % 2.2 24.1 3.7 1.3 31.2 2.9 6.9 0.8 1.1 11.7 1.1 38.7 2.0 1.1 42.9 7.1 6.4 0.4 0.2 14.2 " BELCHER ROAD Southbound NE COACHMAN ROAD Westbound BELCHER ROAD Northbound NE COACHMAN ROAD Eastbound Sta Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Peak Hour From 04:00 NM to 05:45 PM - Peak 1 or 1 Intersection 05:00 PM Volume 76 781 127 54 1038 98 225 19 34 376 35 1384 57 45 1521 254 208 16 9 487 Percent 7.3 75.2 12.2 5.2 26.1 59.8 5.1 9.0 2.3 91.0 3.7 3.0 52.2 42.7 3.3 1.8 05:00 Volume 33 225 30 18 306 29 68 7 5 109 11 373 13 16 413 55 52 7 3 117 Peak Factor High Int. 05:00 PM 05:00 PM 05:00 PM 05:15 PM Volume 33 225 30 18 306 29 68 7 5 109 11 373 13 16 413 85 64 4 1 154 Peak Factor 0.848 0.862 0.921 0.791 Peak Hour From 04:00 PM to 05:4 5 PM - Peak 1 of 1 By Approach 04:30 PM 04:15 PM 05:00 PM 05:00 PM Volume 81 819 123 47 1070 92 229 32 32 385 35 1384 57 45 1521 254 208 16 9 487 Percent 7.6 76.5 11.5 4.4 23.9 59.5 8.3 8.3 2.3 91.0 3.7 3.0 52.2 42.7 3.3 1.8 High Int. 05:00 PM 04:15 PM 05:00 PM 05:15 PM Volume 33 225 30 18 306 22 66 11 12 111 11 373 13 16 413 85 64 4 1 154 Peak Factor 0.874 0.867 0.921 0.791 ORIGINAL RECEIVED a ? 8 2006 PLANNINC7 DEPARTMENT CIT' Co CLEARWATER Int. Total 3422 945 0.905 M WON IM IO r I W WIli >? ? re ? ? ? +rs ,? ? Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear File Name : belcher&coachman Site Code : 00006186 Start Date : 8/30/2006 Page No : 1 r,rminc Printari- Passannar VPhicleS BELCHER ROAD NE COACHMAN ROAD BELCHER ROAD NE COACHMAN ROAD Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht RTOR Ap p. Total Left Thru Ri ht RTOR A . Total Left Thru Ri ht RTOR A . Total Left Thru Ri ht RTOR App . Total Int. Total 04:00 PM 22 181 28 7 238 28 57 8 11 104 11 241 18 3 273 45 55 5 2 107 722 04:15 PM 9 180 22 4 215 22 66 11 12 111 3 273 20 8 304 64 51 2 2 119 749 04:30 PM 15 216 29 15 275 19 47 6 7 79 7 282 18 9 316 55 55 3 2 115 785 04:45 PM 17 190 32 3 242 22 48 8 8 86 13 311 15 8 347 41 44 0 0 85 760 Total 63 767 111 29 970 91 218 33 38 380 34 1107 71 28 1240 205 205 10 6 426 3016 05:00 PM 33 224 30 18 305 29 68 7 5 05:15 PM 16 184 32 11 243 28 52 4 8 05:30 PM 15 197 32 11 255 16 47 5 13 05:45 PM 12 166 33 14 225 25 58 3 8 Total 76 771 127 54 1028 98 225 19 34 Grand Total 139 1538 238 83 1998 189 443 52 72 Apprch % 7.0 77.0 11.9 4.2 25.0 58.6 6.9 9.5 Total % 2.2 24.0 3.7 1.3 31.1 2.9 6.9 0.8 1.1 109 10 371 13 16 410 54 52 7 3 92 4 336 17 16 373 85 64 4 1 81 12 328 11 7 358 55 41 3 3 94 8 343 16 6 373 59 51 2 2 376 34 1378 57 45 1514 253 208 16 9 756 68 2485 128 73 2754 458 413 26 15 2.5 90.2 4.6 2.7 50.2 45.3 2.9 1.6 11.8 1.1 38.7 2.0 1.1 42.9 7.1 6.4 0.4 0.2 4861 3404 912 6420 14.2 BELCHER ROAD Southbound NE COACHMAN ROAD Westbound BELCHER ROAD Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Ri ht RTOR App. Total Left Thru Ri ht RTOR App. Total Left Thru Right RTOR App. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM . Volume 76 771 127 54 1028 98 225 19 34 Percent 7.4 75.0 12.4 5.3 26.1 59.8 5.1 9.0 05:00 Volume 33 224 30 18 305 29 68 7 5 Peak Factor High Int. 05:00 PM 05:00 PM Volume 33 224 30 18 305 29 68 7 5 Peak Factor 0.843 Peak Hour From 04:00 PM to 05:4 5 PM - Pe ak 1 of 1 By Approach 04:30 PM 04:15 PM Volume 81 814 123 47 1065 92 229 32 32 Percent - 7.6 76.4 11.5 4.4 23.9 59.5 8.3 8.3 High Int. 05:00 PM 04:15 PM Volume 33 224 30 18 305 22 66 11 12 Peak Factor 0.873 ORIGINAL RECEIVED DEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 376 34 1378 57 45 1514 253 208 16 9 486 2.2 91.0 3.8 3.0 52.1 42.8 3.3 1.9 109 10 371 13 16 410 54 52 7 3 116 05:00 PM 05:15 PM 109 10 371 13 16 410 85 64 4 1 154 0.862 0.923 0.789 05:00 PM 05:00 PM 385 34 1378 57 45 1514 253 208 16 9 486 2.2 91.0 3.8 3.0 52.1 42.8 3.3 1.9 05:00 PM 05:15 PM 111 10 371 13 16 410 85 64 4 1 154 0.867 0.923 0.789 116 940 154 862 102 796 114 806 Int. Total 3404 940 0.905 ?' lW Io 0m' am No a s Aw, it so a Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear File Name : belcher&coachman Site Code : 00006186 Start Date : 8/30/2006 Page No : 1 Grouos Printed- Heaw Vehicles BELCHER ROAD NE COACHMAN ROAD BELCHER ROAD NE COACHMAN ROAD " Southbound Westbound Northbound Eastbound Sta Time Left Thru Right RTO R Ap p. Total Left Thru Right RTOR Ap p. Total Left Thru Right RTOR Ap p. Total Left Thru Ri ht RTOR App . Total Int. Total 04:00 PM 0 1 0 0 1 1 0 1 0 2 0 1 0 0 1 0 1 0 0 1 5 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 Total 0 4 0 0 4 1 0 1 0 2 0 7 0 0 7 0 1 0 0 1 14 05:00 PM 0 1 0 0 1 0 0 0 0 05:15 PM 0 2 0 0 2 0 0 0 0 05:30 PM 0 4 0 0 4 0 0 0 0 05:45 PM 0 3 0 0 3 0 0 0 0 Total 0 10 0 0 10 0 0 0 0 Grand Total 0 14 0 0 14 1 0 1 0 Apprch % 0.0 100.0 0.0 0.0 50.0 0.0 50.0 0.0 Total % 0.0 45.2 0.0 0.0 45.2 3.2 0.0 3.2 0.0 0 0 2 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 1 0 0 0 2 0 13 0 0 13 1 1 0 0 0.0 100.0 0.0 0.0 50.0 50.0 0.0 0.0 6.5 0.0 41.9 0.0 0.0 41.9 3.2 3.2 0.0 0.0 1 4 0 2 0 8 0 3 1 17 21 31 6.5 BELCHER ROAD Southbound NE COACHMAN ROAD Westbound BELCHER ROAD Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left_ Thru Right_ RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total F'eaK Flour from U4:UU FM TO U5:45 NM - NeaK 1 or 1 Intersection 04:45 PM Volume 0 8 0 0 8 0 0 0 0 0 0 8 0 0 8 1 0 0 0 1 Percent 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 05:30 Volume 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 Peak Factor High Int. 05:30 PM 3:45:00 PM 05:30 PM 05:00 PM Volume 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 Peak Factor 0.500 0.500 0.250 Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 By Approach 05:00 PM 04:00 PM 04:15 PM 04:00 PM Volume 0 10 0 0 10 1 0 1 0 2 0 8 0 0 8 0 1 0 0 1 Percent 0.0 100.0 0.0 0.0 50.0 0.0 50.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 High Int. 05:30 PM 04:00 PM 04:30 PM 04:00 PM Volume 0 4 0 0 4 1 0 1 0 2 0 3 0 0 3 0 1 0 0 1 Peak Factor 0.625 0.250 0.667 0.250 ORIGINAL RECEIVED PEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Int. Total 17 8 0.531 Turning Movement Count Adams Traffic File Name : belcher&coachman (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 8/30/2006 Weather: Clear Page No : 1 r,rnunc Printorl- 1 I-Ti rnc BELCHER ROAD NE COACHMAN ROAD BELCHER ROAD NE COACHMAN ROAD " Southbound Westbound Northbound Eastbound Sta Time Left Thru Right RTOR A .Total Left Thru Ri ht RTOR A . Total Left Thru Ri ht RTOR Ap p. Total Left Thru Ri ht RTOR A .Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 Apprch % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 BELCHER ROAD Southbound NE COACHMAN ROAD E Westbound BELCHER ROAD Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Ri ht RTOR A . Total Left Thru Ri ht RTOR App. Total Left Thru Right RTOR App. Total reaK nuur rrOrn VL+.uu rive 10 uo:1+o rw1 - reaK 1 or 1 Intersection 04:15 PM Volume 0 0 0 0 Percent 0.0 0.0 0.0 0.0 05:00 Volume 0 0 0 0 Peak Factor High Int. 3:45:00 PM Volume 0 0 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 0 Percent - - - - High Int. - Volume - - - - Peak Factor ORIGINAL RECEIVED 2 8 2006 PLANNING ,,DEPARTMENT CITY CF CLEARWATER 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3:45:00 PM 05:00 PM 3:45:00 PM 0 0 0 0 0 0 1 0 0 0 1 0.250 04:00 PM 04:15 PM 04:00 PM 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 - - - - 100.0 0.0 0.0 0.0 - - - - - 05:00 PM - - - - - - - 1 0 0 0 1 - - - - - - 0.250 - 1 0 0 0 1 1 Int. Total 1 1 0.250 500 North Westshore Boulevard Suite 760, Tampa, FL 33609 Tel: (813) 288-0233 Fax: (813) 288-0433 www.cphengineers.com ORIGINAL RECEIVED DEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Project No: Turning Movement Count Field Observations o ? . t?C1pM - 6 ' fib? rrt Date: I (? (b1 Count Time: I r N/S Street: old Goae?," I2o-4 Direction: ?L Speed: 3S ? E nn r tit EM Street: Cnaj"^" Direction: Speed: City/County: 0e1s, wr'Ve Weather: Signal Timings Phasing: (Al C. L. 33 ,-t 4 ?. Splits: 31b t, v..,' aF _ Condition Diagram 0 Lo c un:C? ? fk 1?1 V z f / tr PAN- I ? a I i M. 111111111110, M so so M ow "I ow we No .60 -M M ? Project Number: W13454 Counted By: RV Weather: Clear Intersection: NE Coachman & Old Coachman CPH ENGINEERS INC. 500 North Westshore Blvd., Suite760 Tampa, Florida 33609 Tel: (813) 288-0233 Fax: (813) 288-0433 r,rnunc Prinfad_ Cnmmarri?l _ Anfmm?Milac _ Cnemm?rri?l File Name : NE Coachman & OLD Coachman Site Code : 1234 Start Date : 10/26/2006 Page No : 1 OLD COACHMAN ROAD NE COACHMAN ROAD OLD COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total 04:00 PM 18 41 10 5 74 16 72 30 5 123 6 104 24 1 135 10 93 8 0 111 443 04:15 PM 18 51 7 2 78 8 74 31 3 116 8 84 18 1 111 7 72 8 0 87 392 04:30 PM 20 42 6 0 68 15 91 29 7 142 3 125 17 0 145 10 102 9 1 122 477 04:45 PM 15 47 9 0 71 10 71 22 1 104 8 118 17 2 145 13 65 5 0 83 403 Total 71 181 32 7 291 49 308 112 16 485 25 431 76 4 536 40 332 30 1 403 1715 05:00 PM 15 55 13 0 83 12 79 23 4 118 7 151 22 0 180 6 76 16 0 98 479 05:15 PM 27 57 8 0 92 8 84 36 0 128 6 150 39 1 196 7 85 5 3 100 516 05:30 PM 18 49 13 3 83 4 71 31 2 108 5 142 21 1 169 8 102 10 0 120 480 05:45 PM 18 38 5 0 61 13 83 26 3 125 3 120 17 3 143 6 77 10 0 93 422 Total 78 199 39 3 319 37 317 116 9 479 21 563 99 5 688 27 340 41 3 411 1897 Grand Total 149 380 71 10 Apprch % 24.4 62.3 11.6 1.6 Total % 4.1 10.5 2 0.3 CLEARwATE610 86 625 228 25 964 46 994 175 9 1224 67 672 71 4 814 3612 Off'/9 RECEI D L)::282006 / C/11'OFG ®EP4Pr/lJ/VT 8.9 64.8 23.7 2.6 3.8 81.2 14.3 0.7 8.2 82.6 8.7 0.5 16.9 2.4 17.3 6.3 0.7 26.7 1.3 27.5 4.8 0.2 33.9 1.9 18.6 2 0.1 22.5 am Project Number: W13454 Counted By: RV Weather: Clear Intersection: NE Coachman & Old Coachman CPH ENGINEERS INC. 500 North Westshore Blvd., Suite760 Tampa, Florida 33609 Tel: (813) 288-0233 Fax: (813) 288-0433 r,munc Prinforl_ Cnmmnrri?l _ AnMmnhiluc _ Cnmmnr?:?l File Name : NE Coachman & OLD Coachman Site Code : 1234 Start Date : 10/26/2006 Page No : 2 OLD COACHMAN ROAD NE COACHMAN ROAD OLD COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Northbound Eastbound Left Thru Right RTR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total G,,, 149 380 71 10 610 86 625 228 25 964 46 994 175 9 1224 67 672 71 4 814 3612 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Automobiles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Automobiles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ORIGINAL RECEIVED DEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Cp? CPH ENGINEERS INC. 500 North Westshore Blvd., Suite760 Tampa, Florida 33609 Tel: (813) 288-0233 Project Number: W13454 Fax: (813) 288-0433 Counted By: RV Weather: Clear Intersection: NE Coachman & Old Coachman File Name : NE Coachman & OLD Coachman Site Code : 1234 Start Date : 10/26/2006 Page No :3 Out In Total 1899 0 q q 0 1 1899 71 380 149 10 0 0 0 0 0 0 0 0 71 380 149 10 7" n 1'1" 7,l r 'Uv y oo ? 61 0 0 v ) ID (0 T Q F r NOO N North v o o e Co w -? 10/26/2006 04:00 PM 5 10/2612006 05:45 PM n°O rz t o? l Groups Automobiles - Commercial NOO N Automobiles v o o a of Commercial O *-1 T e Thn1 Rinht RTOP 46 994 175 9 0 0 0 0 0 0 0 0 46 994 175 9 ORIGINAL RECEIVED DEc 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 537 1224 1 0 0 0 0 537 1224 Out XQ COA In Total CHMAN ROAD N N S O 0 0 ^ • W OOw f O ( 0 ,C.. ~- W O O O 2 N N cn oocn co a ? r- oo r= 00 co O 0 X o rn m 0 O N N 0 0 0 0 m 27 01 00 U1 M IM Aw so O Mw -$" M 180 111111111110 rm' so OW AM M O C p? CPH ENGINEERS INC. 500 North Westshore Blvd., Suite760 Tampa, Florida 33609 Tel: (813) 288-0233 Project Number: W13454 Fax: (813) 288-0433 Counted By: RV Weather: Clear Intersection: NE Coachman & Old Coachman File Name : NE Coachman & OLD Coachman Site Code : 1234 Start Date : 10/26/2006 Page No : 4 OLD COACHMAN ROAD Southbound NE COACHMAN ROAD Westbound OLD COACHMAN ROAD Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Peak Hour for Entire Intersection Beains at 05:00 PM Int. Total 05:00 PM 15 55 13 0 83 12 79 23 4 118 7 151 22 0 180 6 76 16 05:15 PM 27 57 8 0 92 8 84 36 0 128 6 150 39 1 196 7 85 5 3 100 516 05:30 PM 18 49 13 3 83 4 71 31 2 108 5 142 21 1 169 8 102 10 0 120 480 05:45 PM 18 38 5 0 61 13 83 26 3 125 3 120 17 3 143 6 77 10 0 93 422 Total Volume 78 199 39 3 319 37 317 116 9 479 21 563 99 5 688 27 340 41 3 411 1897 App. Total 24.5 62.4 12.2 0.9 7.7 66.2 24.2 1.9 3.1 81.8 14.4 0.7 6.6 82.7 10 0.7 PHF .722 .873 .750 .250 .867 .712 .943 .806 .563 .936 .750 .932 .635 .417 .878 .844 .833 .641 .250 .856 .919 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Farh Annmarh Renins at- 04:45 PM 04:30 PM 04:45 PM 05:00 PM +0 mins. 15 47 9 0 71 15 91 29 7 142 8 118 17 2 145 6 76 16 +15 mins. 15 55 13 0 83 10 71 22 1 104 7 151 22 0 180 7 85 5 3 100 +30 mins. 27 57 8 0 92 12 79 23 4 118 6 150 39 1 196 8 102 10 0 120 +45 mins. 18 49 13 3 83 8 84 36 Total Volume 75 208 43 3 329 45 325 110 12 492 26 561 99 4 690 27 340 41 3 411 % App. Total 22.8 63.2 13.1 0.9 9.1 66.1 22.4 2.4 3.8 81.3 14.3 0.6 6.6 82.7 10 0.7 PHF .694 .912 .827 .250 .894 .750 .893 .764 .429 .866 .813 .929 .635 .500 .880 .844 .833 .641 .250 .856 ORIGINAL RECEIVED p?F'C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 08/04/2006 12:00 8136598688 dam4e TraffiC4 xVUCt P.O. Box 997 Plant City, FL 33564 Tel;(813) 763-7763 Fax:(813) 659-8688 Date: S Z Major Street: Minor Street: d' 41 AAC20-1 City/County: C4 /"44) A Phasing: 3 Cycles Measured: 1.,4crcct%?1nn Qli a4e+ ORIGINAL RECEIVED CrC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Nc CoC.CAX MA-n -- - ?-^ 70-rer_ 51 56MIc - 33' s?P ?ou?n ?lace_ Town PGacc ADAMS TRAFFIC PAGE 02 Project No.: 6614QZ Turning Movement Count Field Data Sheet / Count Times: ,7- 6.441 Direction: E-W Speed Limit: `T mph ?wlyxexix ,"r Direction: N-S Speed Limit: Pdite0mph /" + ne ((45 Weather: ?« Y'N Si 7 '12izej Turning Movement Count Adams Traffic File Name : coachman&townplaceapts (813) 763-7763 Site Code : 00618602 City/County: Clearwater/Pinellas Start Date : 8/2/2006 Weather: Clear Page No : 1 Grouns Printad- Pacsannar Vahirlac - Haaw Vahirlac - I I-Ti irnc NE COACHMAN ROAD TOWN PLACE APARTMENTS NE COACHMAN ROAD Westbound Northbound Eastbound Start Time Left Thru Ri ht App. Total Left Thru Right Ap p. Total Left Thru Right App. Total Int. Total 04:00 PM 12 113 0 125 6 0 7 13 0 93 6 99 237 04:15 PM 5 117 0 122 1 0 6 7 0 85 6 91 220 04:30 PM 8 102 0 110 3 0 5 8 0 90 5 95 213 04:45 PM 13 122 0 135 3 0 10 13 0 104 6 110 258 Total 38 454 0 492 13 0 28 41 0 372 23 395 928 05:00 PM 6 141 0 147 5 0 8 13 0 124 19 143 303 05:15 PM 7 135 0 142 6 0 9 15 0 111 12 123 280 05:30 PM 10 119 0 129 2 0 3 5 1 116 13 130 264 05:45 PM 14 141 0 155 2 0 6 8 0 132 11 143 306 Total 37 536 0 573 15 0 26 41 1 483 55 539 1153 Grand Total 75 990 0 1065 28 0 54 82 1 855 78 934 2081 Apprch % 7.0 93.0 0.0 34.1 0.0 65.9 0.1 91.5 8.4 Total % 3.6 47.6 0.0 51.2 1.3 0.0 2.6 3.9 0.0 41.1 3.7 44.9 NE COACHMAN ROAD Westbound TOWN PLACE APARTMENTS Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right App. tal Left Thru Right App. Total Left Thru Right App. Total roan nuui rium VY.VV rm W VJ.4J rrvi - reml i ui i Intersection 05:00 PM Volume 37 536 Percent 6.5 93.5 05:45 Volume 14 141 Peak Factor High Int. 05:45 PM Volume 14 141 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 37 536 Percent 6.5 93.5 High Int. 05:45 PM Volume 14 141 Peak Factor ORIGINAL RECEIVED P'K 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 573 15 0 26 41 1 483 55 539 0.0 36.6 0.0 63.4 0.2 89.6 10.2 0 155 2 0 6 8 0 132 11 143 05:15 PM 05:00 PM 0 155 6 0 9 15 0 124 19 143 0.924 0.683 0.942 04:30 PM 05:00 PM 0 573 17 0 32 49 1 483 55 539 0.0 34.7 0.0 65.3 0.2 89.6 10.2 05:15 PM 05:00 PM 0 155 6 0 9 15 0 124 19 143 0.924 0.817 0.942 Int. Total 1153 306 0.942 W " " "so M W M M"IMIM Turning Movement Count Adams Traffic File Name : coachman&townplaceapts (813) 763-7763 Site Code : 00618602 City/County: Clearwater/Pinellas Start Date : 8/2/2006 Weather: Clear Page No : 1 Gmune Printed- PaRSenner Vehicles NE COACHMAN ROAD TOWN PLACE APARTMENTS NE COACHMAN ROAD Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right Ap p. Total Left Thru Right App. Total Int. Total 04:00 PM 11 113 0 124 6 0 7 13 0 90 6 96 233 04:15 PM 5 117 0 122 1 0 6 7 0 85 6 91 220 04:30 PM 8 102 0 110 3 0 5 8 0 90 5 95 213 04:45 PM 13 122 0 135 3 0 10 13 0 104 6 110 258 Total 37 454 0 491 13 0 28 41 0 369 23 392 924 05:00 PM 5 141 0 146 5 0 8 13 0 124 19 143 05:15 PM 6 135 0 141 6 0 9 15 0 111 12 123 05:30 PM 9 119 0 128 2 0 3 5 0 116 13 129 05:45 PM 14 141 0 155 2 0 6 8 0 131 11 142 Total 34 536 0 570 15 0 26 41 0 482 55 537 Grand Total 71 990 0 1061 28 0 54 82 0 851 78 929 Apprch % 6.7 93.3 0.0 34.1 0.0 65.9 0.0 91.6 8.4 Total % 3.4 47.8 0.0 51.2 1.4 0.0 2.6 4.0 0.0 41.1 3.8 44.8 NE COACHMAN ROAD Westbound TOWN PLACE APARTMENTS Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right App. Total Left Thru Right A . Total Left Thru Right App. Total reaK hour rrom u4:uu rivw To uo:4o riw - reaK 1 OT 1 Intersection 05:00 PM Volume 34 536 Percent 6.0 94.0 05:45 Volume 14 141 Peak Factor High Int. 05:45 PM Volume 14 141 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 34 536 Percent 6.0 94.0 High Int. 05:45 PM Volume 14 141 Peak Factor ORIGINAL RECEIVED `. 2 8 2006 PLANNING DEPARTMENT Cirv ELF'CLEARWATER 0 570 15 0 26 41 0 482 55 0.0 36.6 0.0 63.4 0.0 89.8 10.2 0 155 2 0 6 8 0 131 11 05:15 PM 05:00 PM 0 155 6 0 9 15 0 124 19 0.919 0.683 04:30 PM 05:00 PM 0 570 17 0 32 49 0 482 55 0.0 34.7 0.0 65.3 0.0 89.8 10.2 05:15 PM 05:00 PM 0 155 6 0 9 15 0 124 19 0.919 0.817 537 142 143 0.939 537 143 0.939 302 279 262 305 1148 2072 Int. Total 1148 305 0.941 = = M M M = M " "" M ? A M W =" M W Turning Movement Count Adams Traffic File Name : coachman&townplaceapts (813) 763-7763 Site Code : 00618602 City/County: Clearwater/Pinellas Start Date : 8/2/2006 Weather: Clear Page No : 1 Grouns Printed- Heaw Vehicles NE COACHMAN ROAD TOWN PLACE APARTMENTS NE COACHMAN ROAD Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 3 0 3 3 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 3 0 3 3 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 0 0 0 0 1 0 1 1 Grand Total 0 0 0 0 0 0 0 0 0 4 0 4 4 Apprch % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 NE COACHMAN ROAD Westbound TOWN PLACE APARTMENTS Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. reaK NOW rrom U4:uv rivi io vo:4o rivi - reaK -1 or -1 Intersection 04:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 04:00 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume 0 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 Percent - - - High Int. - Volume - - - Peak Factor ORIGINAL RECEIVED cr 2 8 2006 PLANNIING JEPARIMENT --l-,'Y Or CLEARWATER 0 0 0 0 0 0 3 0 0.0 0.0 0.0 0.0 100.0 0.0 0 0 0 0 0 0 3 0 3:45:00 PM 04:00 PM 0 0 0 0 0 0 3 0 04:00 PM 04:00 PM 0 0 0 0 0 0 3 0 - - - 0.0 100.0 0.0 - 04:00 PM - - - - 0 3 0 Total Int. Total 3 3 3 3 0.250 3 0.250 3 3 0.250 Turning Movement Count Adams Traffic File Name : coachman&townplaceapts (813) 763-7763 Site Code : 00618602 City/County: Clearwater/Pinellas Start Date : 8/2/2006 Weather: Clear Page No : 1 Grnuns Printed- 11-Turns NE COACHMAN ROAD TOWN PLACE APARTMENTS NE COACHMAN ROAD Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App . Total Left Thru Right App. Total Int. Total 04:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 1 0 0 0 0 0 0 0 0 1 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 05:30 PM 1 0 0 1 0 0 0 0 1 0 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 3 0 0 3 0 0 0 0 1 0 0 1 4 Grand Total 4 0 0 4 0 0 0 0 1 0 0 1 5 Apprch % 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 Total % 80.0 0.0 0.0 80.0 0.0 0.0 0.0 0.0 20.0 0.0 0.0 20.0 NE COACHMAN ROAD Westbound TOWN PLACE APARTMENTS Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total NeaK rlour rrom u4:uu I'M 10 ub:4b FM - reaK i or i Intersection 04:45 PM Volume 3 0 0 Percent 100.0 0.0 0.0 05:30 Volume 1 0 0 Peak Factor High Int. 05:00 PM Volume 1 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:45 PM Volume 3 0 0 Percent 100.0 0.0 0.0 High Int. 05:00 PM Volume 1 0 0 Peak Factor ORIGINAL RECEIVED "=? 2 8 2006 I IG DUARTMENT CM OF CLEARWATER Int. Total 3 0 0 0 0 1 0 0 1 4 0.0 0.0 0.0 100.0 0.0 0.0 1 0 0 0 0 1 0 0 1 2 0.500 3:45:00 PM 05:30 PM 1 0 0 0 0 1 0. 0 1 0.750 0.250 04:00 PM 04:45 PM 3 0 0 0 0 1 0 0 1 - - - 100.0 0.0 0.0 05:30 PM 1 - - - - 1 0 0 1 0.750 - 0.250 06/20/2006 20:25 8136598688 ADAMS TRAFFIC PAGE 05 A daww -rra. f :o, I rx, P.O. Box 997 ' Plant City, FL 33564 Project No.: IRL Tel:(813) 763-7763 Fax:(813) 659-8688 Turning Movement Count Field Data Sheet Date: Lo Count Times: ?iAot` Major Street: /16 ([JCc?xn y Direction: E-W Speed Limit: YS mph Minor Street: oat -Hari (deS D/7,y w Direction: N-S Speed Limit: AJA mph City/County: L-LcrwA?Grr- . Weather: (fir Phasing- 3 Cycles Measured: Intersection Sketch ORIGINAL RECEIVED MET 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1nrn?e??s?o•"`? Cc,,?tar o t Par 6 A 1 ?in?ts fftJ *J /5 3' fo rah us oF easf?? ?? f?new'Fo? M61?0.r r: He C04Ir-4iAt-a-1 d r M M I• M IMI M M ! M M m m m M Turning Movement Count Adams Traffic File Name : coachman&walmartwestdw (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 r,rniinc Printari- Paccannar Vahirlae - Han\A/ Vahirlae -I 1-Turne WAL-MART WEST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right Ap p. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 16 0 42 58 0 103 3 106 0 116 0 116 280 04:15 PM 19 0 41 60 0 103 3 106 0 124 0 124 290 04:30 PM 17 0 19 36 0 82 5 87 0 103 0 103 226 04:45 PM 24 0 26 50 0 110 2 112 0 97 0 97 259 Total 76 0 128 204 0 398 13 411 0 440 0 440 1055 05:00 PM 26 0 40 66 0 107 2 109 0 137 0 137 312 05:15 PM 22 0 42 64 0 131 0 131 0 140 0 140 335 05:30 PM 21 0 35 56 0 88 2 90 0 123 0 123 269 05:45 PM 27 0 35 62 0 114 2 116 0 123 0 123 301 Total 96 0 152 248 0 440 6 446 0 523 0 523 1217 Grand Total 172 0 280 452 0 838 19 857 0 963 0 963 2272 Apprch % 38.1 0.0 61.9 0.0 97.8 2:2 0.0 100.0 0.0 Total % 7.6 0.0 12.3 19.9 0.0 36.9 0.8 37.7 0.0 42.4 0.0 42.4 WAL-MART WEST DRIVEWAY Southbound NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Ri ht App. Total Left Thru Right App. Total Left Thru Right -App. Total Int. Total reaK pour rrom u4:uu rlvi io uo:4o rlvl - reaK I or _1 Intersection 05:00 PM Volume 96 0 152 248 0 440 Percent 38.7 0.0 61.3 0.0 98.7 05:15 Volume 22 0 42 64 0 131 Peak Factor High Int. 05:00 PM 05:15 PM Volume 26 0 40 66 0 131 Peak Factor 0.939 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM 05:00 PM Volume 96 0 152 248 0 440 Percent 38.7 0.0 61.3 0.0 98.7 High Int. 05:00 PM 05:15 PM Volume 26 0 40 66 0 131 Peak Factor 0.939 ORIGINAL RECEIVED `''-? 2 8 2006 PLANK#IvG DEPARTMENT ,;ITY OF CLEAR?'vATEP 6 446 0 523 1.3 0.0 100.0 0 131 0 140 05:15 PM 0 131 0 140 0.851 05:00 PM 6 446 0 523 1.3 0.0 100.0 05:15 PM 0 131 0 140 0.851 0 523 1217 0.0 0 140 335 0.908 0 140 0.934 0 523 0.0 0 140 0.934 = = M M M M M M M ' M M M ' M M M M M Turning Movement Count Adams Traffic File Name : coach man&wal martwestdw (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 (;rniin,, Printi-d- Pascannar Vahirlas WAL-MART WEST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right Ap p. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 16 0 42 58 0 101 3 104 0 113 0 113 275 04:15 PM 18 0 41 59 0 101 3 104 0 124 0 124 287 04:30 PM 17 0 19 36 0 82 5 87 0 103 0 103 226 04:45 PM 24 0 26 50 0 109 2 111 0 96 0 96 257 Total 75 0 128 203 0 393 13 406 0 436 0 436 1045 05:00 PM 26 0 40 66 0 105 2 107 0 133 0 133 306 05:15 PM 22 0 42 64 0 128 0 128 0 137 0 137 329 05:30 PM 21 0 35 56 0 87 2 89 0 122 0 122 267 05:45 PM 26 0 35 61 0 113 2 115 0 121 0 121 297 Total 95 0 152 247 0 433 6 439 0 513 0 513 1199 Grand Total 170 0 280 450 0 826 19 845 0 949 0 949 2244 Apprch % 37.8 0.0 62.2 0.0 97.8 2.2 0.0 100.0 0.0 Total % 7.6 0.0 12.5 20.1 0.0 36.8 0.8 37.7 0.0 42.3 0.0 42.3 WAL-MART WEST DRIVEWAY Southbound NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right A .Total Left Thru Right A . Total Left Thru Right App. reaK hour rrom U4:uu rivi io uo;4o rivi - reaK -I OT I Intersection 05:00 PM Volume 95 0 152 Percent 38.5 0.0 61.5 05:15 Volume 22 0 42 Peak Factor High Int. 05:00 PM Volume 26 0 40 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 95 0 152 Percent 38.5 0.0 61.5 High Int. 05:00 PM Volume 26 0 40 Peak Factor ORIGINAL RECEIVED PEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 247 0 433 0.0 98.6 64 0 128 05:15 PM 66 0 128 0.936 05:00 PM 247 0 433 0.0 98.6 05:15 PM 66 0 128 0.936 6 439 0 513 0 1.4 0.0 100.0 0.0 0 128 0 137 0 05:15 PM 0 128 0 137 0 0.857 05:00 PM 6 439 0 513 0 1.4 0.0 100.0 0.0 05:15 PM 0 128 0 137 0 0.857 Total Int. Total 513 1199 137 329 0.911 137 0.936 513 137 0.936 Turning Movement Count Adams Traffic File Name : coach man&walmartwestdw (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 Grouns Printad- Haaw Vahirlac WAL-MART WEST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right App . Total Left Thru Right A. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 2 0 2 0 3 0 3 5 04:15 PM 1 0 0 1 0 2 0 2 0 0 0 0 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 1 0 1 0 1 0 1 2 Total 1 0 0 1 0 5 0 5 0 4 0 4 10 05:00 PM 0 0 0 0 0 2 0 2 0 4 0 4 6 05:15 PM 0 0 0 0 0 3 0 3 0 3 0 3 6 05:30 PM 0 0 0 0 0 1 0 1 0 1 0 1 2 05:45 PM 1 0 0 1 0 1 0 1 0 2 0 2 4 Total 1 0 0 1 0 7 0 7 0 10 0 10 18 Grand Total 2 0 0 2 0 12 0 12 0 14 0 14 28 Apprch % 100.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 Total % 7.1 0.0 0.0 7.1 0.0 42.9 0.0 42.9 0.0 50.0 0.0 50.0 WAL-MART WEST DRIVEWAY Southbound NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Ri ht A . Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 1 0 0 1 0 7 0 7 0 10 0 10 18 Percent 100.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 05:15 Volume 0 0 0 0 0 3 0 3 0 3 0 3 6 Peak Factor 0.750 High Int. 05:45 PM 05:15 PM 05:00 PM Volume 1 0 0 1 0 3 0 3 0 4 0 4 Peak Factor 0.250 0.583 0.625 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM 04:45 PM 05:00 PM Volume 1 0 0 1 0 7 0 7 0 10 0 10 Percent 100.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 High Int. 04:15 PM 05:15 PM 05:00 PM Volume 1 0 0 1 0 3 0 3 0 4 0 4 Peak Factor 0.250 0.583 0.625 ORIGINAL RECEIVED 1C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Turning Movement Count Adams Traffic File Name : coach man&wal martwestdw (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 Grrnins Printarf- tt-Turns WAL-MART WEST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right Ap p. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 05:15 PM 0 0 0 05:30 PM 0 0 0 05:45 PM 0 0 0 Total 0 0 0 Grand Total 0 0 0 Apprch % 0.0 0.0 0.0 Total % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 WAL-MART WEST DRIVEWAY Southbound : NE COACHMAN ROAD E- Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Tot Total Int. Total reaK mour rrom U4:uu rivi to uo:4o rivi - reaK -I OT -I Intersection 04:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 04:45 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 Percent - - - High Int. - Volume - - - Peak Factor ORIGINAL RECEIVED r, = 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 0 0 0.0 0.0 0.0 0 0 0 0 3:45:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 3:45:00 PM 0 0 0 0 0.000 04:00 PM 0 0 0 0 0 06/20/2006 20:25 8136598685 A&a~ T'raff-(, Inc, I P.O. Box 997 Plant City, FL 33564 Tel:(813) 763-7763 Fax-.(813) 659-8688 Date: Major Street: Minor Street: ' City/County: ADAMS TRAFFIC PAGE 06 Project No.: 6419- Turning Movement Count Field Data Sheet 4 by 106 Count Times: a dad Direction: E-W Speed Limit: 9?S' mph Direction: N-S Speed Limit: AIIA mph G+r- r n. Weather: , 1?4r Phasing, 3 Cycles Measured: I Intersection Sketch ORIGINAL RECEIVED DEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER UPI '5*1 ?Adt 7,eg ?r . s a? rt rr rt . I•r w r ?rl ?Ir rr rr ¦r r ?r r? Turning Movement Count Adams Traffic File Name : coach man&wal marteastdw (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 Groups Printed- Passenger Vehicles Heaw VehiclPS - tJ-Turns WAL-MART EAST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 11 11 0 90 17 107 26 99 0 125 243 04:15 PM 0 0 18 18 0 80 18 98 38 122 0 160 276 04:30 PM 0 0 7 7 0 77 20 97 26 98 0 124 228 04:45 PM 0 0 16 16 0 98 16 114 28 90 0 118 248 Total 0 0 52 52 0 345 71 416 118 409 0 527 995 05:00 PM 0 0 7 7 0 103 18 121 29 117 0 146 274 05:15 PM 0 0 13 13 0 128 20 148 42 145 0 187 348 05:30 PM 0 0 8 8 0 70 16 86 45 99 0 144 238 05:45 PM 0 0 13 13 1 109 17 127 33 121 0 154 294 Total 0 0 41 41 1 410 71 482 149 482 0 631 1154 Grand Total 0 0 93 93 1 755 142 898 267 891 0 1158 2149 Apprch % 0.0 0.0 100.0 0.1 84.1 15.8 23.1 76.9 0.0 Total % 0.0 0.0 4.3 4.3 0.0 35.1 6.6 41.8 12.4 41.5 0.0 53.9 WAL-MART EAST DRIVEWAY Southbound NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right App, Total Left Thru Right App. Total Left Thru R reaK pour rrom u4:uu rive to uo:wo rive - reaK I of I Intersection 05:00 PM Volume 0 0 41 Percent 0.0 0.0 100.0 05:15 Volume 0 0 13 Peak Factor High Int. 05:15 PM Volume 0 0 13 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 52 Percent 0.0 0.0 100.0 High Int. 04:15 PM Volume 0 0 18 Peak Factor 41 1 410 0.2 85.1 13 0 128 05:15 PM 13 0 128 0.788 05:00 PM 52 1 410 0.2 85.1 05:15 PM 18 0 128 0.722 ORIGINAL RECEIVED w!.:C 2 8 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 71 482 149 482 14.7 23.6 76.4 20 148 42 145 05:15 PM 20 148 42 145 0.814 05:00 PM 71 482 149 482 14.7 23.6 76.4 05:15 PM 20 148 42 145 0.814 fight App. Total Int. Total 0 631 1154 0.0 0 187 348 0.829 0 187 0.844 0 631 0.0 0 187 0.844 aIM11 MI M M +r M mow M M M M M Turning Movement Count Adams Traffic File Name : coachman&walmarteastdw (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 r,mtinC Printwi- Paeecnncr VchiAoe WAL-MART EAST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Ri ht App . Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 10 10 0 88 17 105 26 97 0 123 238 04:15 PM 0 0 18 18 0 79 18 97 38 121 0 159 274 04:30 PM 0 0 7 7 0 77 20 97 26 98 0 124 228 04:45 PM 0 0 16 16 0 97 16 113 28 89 0 117 246 Total 0 0 51 51 0 341 71 412 118 405 0 523 986 05:00 PM 0 0 7 7 0 101 18 119 29 113 0 142 268 05:15 PM 0 0 13 13 0 125 20 145 41 142 0 183 341 05:30 PM 0 0 8 8 0 69 16 85 45 98 0 143 236 05:45 PM 0 0 12 12 0 108 17 125 32 118 0 150 287 Total 0 0 40 40 0 403 71 474 147 471 0 618 1132 Grand Total 0 0 91 91 0 744 142 886 265 876 0 1141 2118 Apprch % 0.0 0.0 100.0 0.0 84.0 16.0 23.2 76.8 0.0 Total % 0.0 0.0 4.3 4.3 0.0 35.1 6.7 41.8 12.5 41.4 0.0 53.9 WAL-MART EAST DRIVEWAY Southbound - NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Ri ht A pp. Total Left Thru Right App. Total Left Thru Right App. yu Vy v Intersectionv 05:00 PMpn V Volume 0 0 40 Percent 0.0 0.0 100.0 05:15 Volume 0 0 13 Peak Factor High Int. 05:15 PM Volume 0 0 13 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 51 Percent 0.0 0.0 100.0 High Int. 04:15 PM Volume 0 0 18 Peak Factor ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 40 0 403 71 0.0 85.0 15.0 13 0 125 20 05:15 PM 13 0 125 20 0.769 04:30 PM 51 0 400 74 0.0 84.4 15.6 05:15 PM 18 0 125 20 0.708 474 147 471 23.8 76.2 145 41 142 05:15 PM 145 41 142 0.817 05:00 PM 474 147 471 23.8 76.2 05:15 PM 145 41 142 0.817 0 0.0 0 0 0 0.0 0 Total Int. Total 618 1132 183 341 0.830 183 0.844 618 183 0.844 as ? a. s r? ? » rs ? >,t? ? ? »? ? wt ? ? t? ?Ils Turning Movement Count Adams Traffic File Name : coach ma n&wal marteastdw (813) 763-7763 Site Code :00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 (3munc Prin#crl_ 1-Ic?ni \/nhirlnc WAL-MART EAST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Ri ht Ap p. Total Left Thru Right A p. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 1 1 0 2 0 2 0 2 0 2 5 04:15 PM 0 0 0 0 0 1 0 1 0 1 0 1 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 1 0 1 0 1 0 1 2 Total 0 0 1 1 0 4 0 4 0 4 0 4 9 05:00 PM 0 0 0 0 0 2 0 2 0 4 0 4 6 05:15 PM 0 0 0 0 0 3 0 3 1 3 0 4 7 05:30 PM 0 0 0 0 0 1 0 1 0 1 0 1 2 05:45 PM 0 0 1 1 0 1 0 1 0 3 0 3 5 Total 0 0 1 1 0 7 0 7 1 11 0 12 20 Grand Total 0 0 2 2 0 11 0 11 1 15 0 16 29 Apprch % 0.0 0.0 100.0 0.0 100.0 0.0 6.3 93.8 0.0 Total % 0.0 0.0 6.9 6.9 0.0 37.9 0.0 37.9 3.4 51.7 0.0 55.2 WAL-MART EAST DRIVEWAY Southbound - NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound ::1 Start Time Left Thru Ri ht A pp. Total Left Thru Right ADD. Total Left Thru Right App. yu" ,mow, V Intersection V 05:00 PM ?^ V Volume 0 0 1 Percent 0.0 0.0 100.0 05:15 Volume 0 0 0 Peak Factor High Int. 05:45 PM Volume 0 0 1 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 1 Percent 0.0 0.0 100.0 High Int. 04:00 PM Volume 0 0 1 Peak Factor ORIGINAL RECEIVED c, 2 8 2006 PLANNING (DEPARTMENT CITY OF CLEARWATER 1 0 7 0 0.0 100.0 0.0 0 0 3 0 05:15 PM 1 0 3 0 0.250 04:45 PM 1 0 7 0 0.0 100.0 0.0 05:15 PM 1 0 3 0 0.250 7 1 11 8.3 91.7 3 1 3 05:00 PM 3 0 4 0.583 05:00 PM 7 1 11 8.3 91.7 05:00 PM 3 0 4 0.583 0 0.0 0 0 0 0.0 0 Total Int. Total 12 20 4 7 0.714 4 0.750 12 4 0.750 Turning Movement Count Adams Traffic File Name : coach man&wal marteastdw (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/14/2006 Weather: Clear Page No : 1 Grrnins Printarl- I1-Tiirnc WAL-MART EAST DRIVEWAY NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right Ap p. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 1 0 0 1 1 0 0 1 2 Total 0 0 0 0 1 0 0 1 1 0 0 1 2 Grand Total 0 0 0 0 1 0 0 1 1 0 0 1 2 Apprch % 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 50.0 0.0 0.0 50.0 50.0 0.0 0.0 50.0 WAL-MART EAST DRIVEWAY Southbound - - - - NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right ] _ _ _ A . Total Left Thru Right App. Total Left Thru Right A reaK nour rrom u4.uu rive io uo:4D rive - reaK I of 7 Intersection 05:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 05:45 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume 0 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 Percent - - - High Int. - Volume - - - Peak Factor ORIGINAL 7ECEIVED ?:. 2 8 2006 >LAINNINk-4 DEPARTMENT MITY OF CLEARWATER 0 1 0 0 100.0 0.0 0.0 0 1 0 0 05:45 PM 0 1 0 0 05:00 PM 0 1 0 0 100.0 0.0 0.0 05:45 PM - 1 0 0 1 1 100.0 1 1 05:45 PM 1 1 0.250 05:00 PM 1 1 100.0 05:45 PM 1 1 0.250 0 0 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0 0 .Total Int. Total 1 2 1 2 0.250 1 0.250 1 1 0.250 i 06/20/2006 20:25 8136598688 A davy4, Tra ffu,, r nc, P.O. Box 997 Plant City, FL 33564 Tel:(813) 763-7763 Fax?(813) 659-8688 Date: Major Street: Minor Street- City/County: ADAMS TRAFFIC PAGE 03 Project No.: 66AM Turning Movement Count Field Data Sheet 6 -3 Count Times: b''t a Direction: N-S Speed Limit: yS mph f Nor ?wt ?j? y c?c r d Direction: E-W Speed Limit: PbsrAo mph C feAric1Gr ?,? ?LG 1 Weather: Phasing: 3 Cycles Measured: Intersection Sketch IJ e Csi C ? a"`•t, a O , `e ? S lq A'V Q a 0 V LJ W o L 501° c1 i Twr-rr o.., rrY l/lJ as ?bh M w?'lrv.w.? u Q L J a [AV1Si?rteL; ze d ?s ?I?t a? mot. a? ?¦?t it as IM M, ?t ?r s s? t? a? ails Turning Movement Count Adams Traffic File Name :frontage&stagrun (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/13/2006 Weather: Clear Page No : 1 r'rnt ins Printorl- Passannnr Vchinl- _ Won- Vnhinl- _ 11_T-- I FRONTAGE ROAD FRONTAGE ROAD STAG RUN BOULEVARD Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 196 7 203 0 0 0 0 0 0 0 0 203 04:15 PM 0 175 6 181 0 0 0 0 0 0 5 5 186 04:30 PM 0 170 7 177 0 0 0 0 0 0 8 8 185 04:45 PM 0 173 2 175 0 0 0 0 0 0 4 4 179 Total 0 714 22 736 0 0 0 0 0 0 17 17 753 05:00 PM 0 214 5 219 0 0 0 0 0 0 3 3 05:15 PM 0 183 9 192 0 0 0 0 0 0 11 11 05:30 PM 0 179 9 188 0 0 0 0 0 0 4 4 05:45 PM 0 177 9 186 0 0 0 0 0 0 3 3 Total 0 753 32 785 0 0 0 0 0 0 21 21 Grand Total 0 1467 54 1521 0 0 0 0 0 0 38 38 Apprch % 0.0 96.4 3.6 0.0 0.0 0.0 0.0 0.0 100.0 Total % 0.0 94.1 3.5 97.6 0.0 0.0 0.0 0.0 0.0 0.0 2.4 2.4 FRONTAGE ROAD Southbound FRONTAGE ROAD Northbound STAG RUN BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App I v~" VM v IntersectionV 05:00 PMu V Volume 0 753 32 Percent 0.0 95.9 4.1 05:00 Volume 0 214 5 Peak Factor High Int. 05:00 PM Volume 0 214 5 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 0 753 32 Percent 0.0 95.9 4.1 High Int. 05:00 PM Volume 0 214 5 Peak Factor ORIGINAL RECEIVED r r-* 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 785 0 0 0 0.0 0.0 0.0 219 0 0 0 3:45:00 PM 219 0 0 0 0.896 1 04:00 PM 785 0 0 0 219 0.896 0 0 0 21 0.0 0.0 100.0 0 0 0 3 05:15 PM 0 0 0 11 04:30 PM 0 0 0 26 0.0 0.0 100.0 05:15 PM - 0 0 11 222 203 192 189 806 1559 .Total Int. Total 21 * 806 3 222 0.908 11 0.477 26 11 0.591 Turning Movement Count Adams Traffic File Name : frontage&stagrun (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/13/2006 Weather: Clear Page No : 1 Groups Printed- Passenger Vehicles FRONTAGE ROAD FRONTAGE ROAD STAG RUN BOULEVARD Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Ri ht A . Total Left Thru Right App. Total Int. Total 04:00 PM 0 192 7 199 0 0 0 0 0 0 0 0 199 04:15 PM 0 171 6 177 0 0 0 0 0 0 5 5 182 04:30 PM 0 168 7 175 0 0 0 0 0 0 8 8 183 04:45 PM 0 169 2 171 0 0 0 0 0 0 4 4 175 Total 0 700 22 722 0 0 0 0 0 0 17 17 739 05:00 PM 0 211 5 216 0 0 0 0 0 0 3 3 219 05:15 PM 0 178 9 187 0 0 0 0 0 0 11 11 198 05:30 PM 0 177 9 186 0 0 0 0 0 0 4 4 190 05:45 PM 0 172 9 181 0 0 0 0 0 0 3 3 184 Total 0 738 32 770 0 0 0 0 0 0 21 21 791 Grand Total 0 1438 54 1492 0 0 0 0 0 0 38 38 1530 Apprch % 0.0 96.4 3.6 0.0 0.0 0.0 0.0 0.0 100.0 Total % 0.0 94.0 3.5 97.5 0.0 0.0 0.0 0.0 0.0 0.0 2.5 2.5 FRONTAGE ROAD Southbound FRONTAGE ROAD Northbound STAG RUN BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right Ap App. Total Int. Total reaK mour rrom u4:uu riw io uo:4o mvi - reaK i of i Intersection 05:00 PM Volume 0 738 32 770 0 Percent 0.0 95.8 4.2 0.0 05:00 Volume 0 211 5 216 0 Peak Factor High Int. 05:00 PM 3:45:00 PM Volume 0 211 5 216 0 Peak Factor 0.891 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM 04:00 PM Volume 0 738 32 770 0 Percent 0.0 95.8 4.2 - High Int. 05:00 PM - Volume 0 211 5 216 Peak Factor 0.891 ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 0 0 0 21 0.0 0.0 0.0 0.0 100.0 0 0 0 0 0 3 05:15 PM 0 0 0 0 0 11 04:30 PM 0 0 0 0 0 26 - - 0.0 0.0 100.0 05:15 PM - - - 0 0 11 21 791 3 219 0.903 11 0.477 26 11 0.591 am Ir Igo I? Turning Movement Count Adams Traffic File Name : frontage&stagrun (813) 763-7763 Site Code :00006186 City/County: Clearwater/Pinellas Start Date : 6/13/2006 Weather: Clear Page No : 1 r,rnl ins Printarl- Hamm Vnhirlac FRONTAGE ROAD FRONTAGE ROAD STAG RUN BOULEVARD Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right A . Total Int. Total 04:00 PM 0 4 0 4 0 0 0 0 0 0 0 0 4 04:15 PM 0 4 0 4 0 0 0 0 0 0 0 0 4 04:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 2 04:45 PM 0 4 0 4 0 0 0 0 0 0 0 0 4 Total 0 14 0 14 0 0 0 0 0 0 0 0 14 05:00 PM 0 3 0 3 0 0 0 0 0 05:15 PM 0 5 0 5 0 0 0 0 0 05:30 PM 0 2 0 2 0 0 0 0 0 05:45 PM 0 5 0 5 0 0 0 0 0 Total 0 15 0 15 0 0 0 0 0 Grand Total 0 29 0 29 0 0 0 0 0 Apprch % 0.0 100.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0 0 0 3 0 0 0 5 0 0 0 2 0 0 0 5 0 0 0 15 0 0 0 29 0.0 0.0 0.0 0.0 0.0 I FRONTAGE ROAD Southbound FRONTAGE ROAD Northbound STAG RUN BOULEVARD Eastbound ::1 Start Time Left Thru Right App. Total Left Thru -Right App. Total Left Thru Right App. Tot Total Int. Total I GPIIIVVI 1IVIII VT.VV ?IVI IV VJ.TJ r1V1-rcc1I VI 1 Intersection 05:00 PM Volume 0 15 0 Percent 0.0 100.0 0.0 05:45 Volume 0 5 0 Peak Factor High Int. 05:15 PM Volume 0 5 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 0 15 0 Percent 0.0 100.0 0.0 High Int. 05:15 PM Volume 0 5 0 Peak Factor ORIGINAL RECEIVED +,,C P. 8 2006 P LANNING DEPARTMENT CITY OF CLEARWATER 15 0 0 0.0 0.0 5 0 0 3:45:00 PM 5 0.750 04:00 PM 15 0 5 - 0.750 0 0 0.0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 3:45:00 PM 0 15 0 5 0.750 04:00 PM 0 0 0 0 0 0 0 0040JM M im. Im a M M SWIM aw m M, 04ft*! ! N= Turning Movement Count Adams Traffic File Name : frontage&stagrun (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/13/2006 Weather: Clear Page No : 1 GroUDS Printed- U-Turns FRONTAGE ROAD FRONTAGE ROAD STAG RUN BOULEVARD Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 05:15 PM 0 0 0 05:30 PM 0 0 0 05:45 PM 0 0 0 Total 0 0 0 Grand Total 0 0 0 Apprch % 0.0 0.0 0.0 Total % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 FRONTAGE ROAD Southbound FRONTAGE ROAD Northbound STAG RUN BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right A . Total Left Thru Right App. Tot reaK mour rrom U4:uu rivi TO vo:4o rivi - reaK -I OT -I Intersection 04:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 04:45 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume Peak Factor Peak Hour From 04:00 P M to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 Percent - - - High Int. - Volume - - - Peak Factor ORIGINAL RECEIVED rE-C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 3:45:00 PM 0 0 0 0.0 0.0 0.0 0 0 0 3:45:00 PM al Int. Total 0 0 0 0 0.000 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 1 06/20/2006 20:25 8136598688 A &a*" rYa ff iii, I n.c/- P.O. Box 997 Plant City, FL 33564 Tel:(813) 763-7763 Fax:(813) 669-8688 Date: Major Street; Minor Street: City/County: ADAMS TRAFFIC Turning Movement Count Field Data Sheet Count Times: n o ia(A Direction: ?. ?• Q,.? r%4r," Direction: Gr ?, Weather: Phasing: 3 Cycles Measured: I t r 1 1 1 t PAGE 02 Project No.: Nor E-W Speed Limit: ?osio mph N.S Speed Limit: NIA mph P, (,64r-- UVISi gn.?. i 2c1 wf iw alp: w? r ow no !w AM ??: ass w? t? Turning Movement Count Adams Traffic File Name : stagrun&walmartdriveway (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 Grouns Printed- Passenner VahirlPC - Heaw VPhif IA9 - I I-Ti irnc STAG RUN BOULEVARD WAL-MART DRIVEWAY STAG RUN BOULEVARD Westbound Northbound Eastbound Start Time Left Thru Ri ht A .Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 1 0 6 1 0 2 3 0 1 0 1 10 04:15 PM 3 0 0 3 0 0 3 3 0 2 0 2 8 04:30 PM 4 0 0 4 0 0 8 8 0 0 0 0 12 04:45 PM 4 0 0 4 1 0 10 11 0 0 1 1 16 Total 16 1 0 17 2 0 23 25 0 3 1 4 46 05:00 PM 9 1 0 10 2 0 10 12 0 0 1 1 23 05:15 PM 5 1 0 6 1 0 9 10 0 0 1 1 17 05:30 PM 3 1 0 4 0, 0 8 8 0 1 2 3 15 05:45 PM 7 2 0 9 1 0 7 8 0 0 0 0 17 Total 24 5 0 29 4 0 34 38 0 1 4 5 72 Grand Total 40 6 0 46 6. 0 57 63 0 4 5 9 118 Apprch % 87.0 13.0 0.0 9.5 0.0 90.5 0.0 44.4 55.6 Total % 33.9 5.1 0.0 39.0 5.1 0.0 48.3 53.4 0.0 3.4 4.2 7.6 STAG RUN BOULEVARD Westbound WAL-MART DRIVEWAY Northbound STAG RUN BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total rear nuw riuui V4.uV rrvi w V;J.V0 rrvi - roan i vi i Intersection 05:00 PM Volume 24 5 0 29 4 Percent 82.8 17.2 0.0 10.5 05:00 Volume 9 1 0 10 2 Peak Factor High Int. 05:00 PM 05:00 PM Volume 9 1 0 10 2 Peak Factor 0.725 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM 04:30 PM Volume 24 5 0 29 4 Percent 82.8 17.2 0.0 9.8 High Int. 05:00 PM 05:00 PM Volume 9 1 0 10 2 Peak Factor 0.725 ORIGINAL RECEIVED l-)rr 2, 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 34 38 0 1 4 0.0 89.5 0.0 20.0 80.0 0 10 12 0 0 1 05:30 PM 0 10 12 0 1 2 0.792 04:45 PM 0 37 41 0 1 5 0.0 90.2 0.0 16.7 83.3 05:30 PM 0 10 12 0 1 2 0.854 Int. Total 5 72 1 23 0.783 3 0.417 6 3 0.500 at M; as am Aw Na .m, me AM M A NW W am IM "Im IM M .=I Turning Movement Count Adams Traffic File Name : stagrun&walmartdriveway (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 r,rniinc Printori- Pncconnor VohiAnc STAG RUN BOULEVARD WAL-MART DRIVEWAY STAG RUN BOULEVARD Westbound Northbound Eastbound Start Time Left Thru Ri ht App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 1 0 6 1 0 2 3 0 1 0 1 10 04:15 PM 3 0 0 3 0 0 3 3 0 2 0 2 8 04:30 PM 4 0 0 4 0 0 8 8 0 0 0 0 12 04:45 PM 4 0 0 4 1 0 10 11 0 0 1 1 16 Total 16 1 0 17 2 0 23 25 0 3 1 4 46 05:00 PM 9 1 0 10 2 0 10 12 0 0 1 1 05:15 PM 5 1 0 6 1 0 8 9 0 0 1 1 05:30 PM 3 1 0 4 0 0 8 8 0 1 2 3 05:45 PM 7 2 0 9 1 0 7 8 0 0 0 0 Total 24 5 0 29 4 0 33 37 0 1 4 5 Grand Total 40 6 0 46 6 0 56 62 0 4 5 9 Apprch % 87.0 13.0 0.0 9.7 0.0 90.3 I 0.0 44.4 55.6 Total % 34.2 5.1 0.0 39.3 5.1 0.0 47.9 53.0 0.0 3.4 4.3 7.7 STAG RUN BOULEVARD WAL-MART DRIVEWAY STAG RUN BOULEVARD Westbound Northbound Eastbound Start Time n....l. U-..- r....... -AA n11I l- l Left Thru Ri ht A .Total L. A L A Left Thru Right App. Total Left Thru Right A .Total __....__. " Intersection _ 05:00 PM N V Volume 24 5 Percent 82.8 17.2 05:00 Volume 9 1 Peak Factor High Int. 05:00 PM Volume 9 1 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 24 5 Percent 82.8 17.2 High Int. 05:00 PM Volume 9 1 Peak Factor ORIGINAL RECEIVED ""C4 2 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 0 29 4 0 33 37 0 1 4 0.0 10.8 0.0 89.2 0.0 20.0 80.0 0 10 2 0 10 12 0 0 1 05:00 PM 05:30 PM 0 10 2 0 10 12 0 1 2 0.725 0.771 04:30 PM 04:45 PM 0 29 4 0 36 40 0 1 5 0.0 10.0 0.0 90.0 0.0 16.7 83.3 05:00 PM 05:30 PM 0 10 2 0 10 12 0 1 2 0.725 0.833 5 1 3 0.417 6 3 0.500 23 16 15 17 71 117 Int. Total 71 23 0.772 alit M. M agar An M vo., M air iMI on so me., as iaw: -as M a. gar Turning Movement Count Adams Traffic File Name : stagrun&walmartdriveway (813) 763-7763 Site Code :00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 C'rnun.q Printarl- Haaw Vahirlas I STAG RUN BOULEVARD WAL-MART DRIVEWAY STAG RUN BOULEVARD Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 1 1 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 1 0 0 0 0 1 Grand Total 0 0 0 0 0 0 1 1 0 0 0 0 1 Apprch % 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 0.0 0.0 0.0 STAG RUN BOULEVARD Westbound WAL-MART DRIVEWAY Northbound STAG RUN BOULEVARD Eastbound Start Time Left Thru Ri ht A . Total Left Thru Right A .Total Left Thru Right App. Total roam 11VV1 I IVI11 V-VV rIVI LV VJ- r1Y1-Foam 1VII Intersection 04:30 PM Volume 0 0 0 Percent 0.0 0.0 0.0 05:15 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume 0 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 Percent - - - High Int. - Volume - - - Peak Factor ORIGINAL RECEIVED "K 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 0 1 0.0 0.0 100.0 0 0 0 1 05:15 PM 0 0 0 1 04:30 PM 0 0 0 1 0.0 0.0 100.0 05:15 PM 0 0 1 1 0 0 0 0.0 0.0 0.0 1 0 0 0 3:45:00 PM 1 0.250 04:00 PM 1 0 1 - 0.250 Int. Total 0 1 0 1 0.250 0 0 0 ,00 ow SM 41110 IM aw M Aw M "FM MW am I= 'm an Im Turning Movement Count Adams Traffic File Name : stagrun&walmartdriveway (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 C'miinC Printorl- 1 I-Ti rne STAG RUN BOULEVARD 1A AL-MART DRIVEWAY STAG RUN BOULEVARD Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right -App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 05:15 PM 0 0 0 05:30 PM 0 0 0 05:45 PM 0 0 0 Total 0 0 0 Grand Total 0 0 0 Apprch % 0.0 0.0 0.0 Total % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 STAG RUN BOULEVARD Westbound WAL-MART DRIVEWAY Northbound STAG RUN BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total r can nvui nuns vv.vv nvi N vJ.•tJ rrvi - rudr. 1 vi i Intersection 04:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 04:45 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 Percent - - - High Int. - Volume - - - Peak Factor ORIGINAL RECEIVED ? 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 0 3:45:00 PM 0 0 0 0.0 0.0 0.0 0 0 0 3:45:00 PM Int. Total 0 0 0 0 0.000 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 1 06/20/2006 20:25 8136598688 ADAMS TRAFFIC PAGE 04 Ada~ T-rabic. I r P.O. Box 997 Plant City, FL 33564 Tel:(813) 763-7763 Fax:(613) 659-8688 Date: Major Street: Mi S nor treet: City/County: Turning Movement Count Field Data Sheet 6 11,5 104C(t.arw ztw Z21 Xe, ff 7Zf J Phasing: 1 3 Cycles Measured. Intersection Sketch Project No.: j06A Count Times: y Direction: N-S Speed Limit: YS-mph Direction: E-W Speed Limit: /11A mph Weather: to fir ltJ?sh ?? n US I q G1 /erpass [Wel I ?tSi'WG i?/?7 No 51?^ Z LU w C= of N w W LAJ c0 kJ S a ?w Zw p? 4 cle i? Z y0 1 I - Z F- r o 7A-if 2 et U Y) 51 . <m M VW 4m ?s ?s it r III +?1 Turning Movement Count Adams Traffic File Name : frontage&walmartdriveway (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 Groups Printed- Passenaer Vehicles - Heaw VehirIAR - U-Turns FRONTAGE ROAD FRONTAGE ROAD WAL-MART DRIVEWAY Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 180 26 206 0 0 0 0 0 0 16 16 222 04:15 PM 0 161 30 191 0 0 0 0 0 0 18 18 209 04:30 PM 0 147 15 162 0 0 0 0 0 0 15 15 177 04:45 PM 0 166 22 188 0 0 0 0 0 0 11 11 199 Total 0 654 93 747 0 0 0 0 0 0 60 60 807 05:00 PM 0 218 19 237 0 0 0 0 0 0 13 13 250 05:15 PM 0 188 26 214 0 0 0 0 0 0 9 9 223 05:30 PM 0 197 20 217 0 0 0 0 0 0 14 14 231 05:45 PM 0 191 22 213 0 0 0 0 0 0 15 15 228 Total 0 794 87 881 0 0 0 0 0 0 51 51 932 Grand Total 0 1448 180 1628 0 0 0 0 0 0 111 111 1739 Apprch % 0.0 88.9 11.1 0.0 0.0 0.0 0.0 0.0 100.0 Total % 0.0 83.3 10.4 93.6 0.0 0.0 0.0 0.0 0.0 0.0 6.4 6.4 FRONTAGE ROAD Southbound FRONTAGE ROAD Northbound WAL-MART DRIVEWAY Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. reaK hour from u4:uu Fm to uo:4o vivi - reaK 1 Or 1 Intersection 05:00 PM Volume 0 794 Percent 0.0 90.1 05:00 Volume 0 218 Peak Factor High Int. 05:00 PM Volume 0 218 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 By Approach 05:00 PM Volume 0 794 Percent 0.0 90.1 High Int. 05:00 PM Volume 0 218 Peak Factor ORIGINAL RECEIVED OLC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 87 881 0 0 0 9.9 0.0 0.0 0.0 19 237 0 0 0 3:45:00 PM 19 237 0 0 0 0.929 04:00 PM 87 881 0 0 0 9.9 - - - 19 237 - - - 0.929 0 0 0 51 0.0 0.0 100.0 0 0 0 13 05:45 PM 0 0 0 15 04:00 PM 0 0 0 60 0.0 0.0 100.0 04:15 PM - 0 0 18 Total Int. Total 51 932 13 250 0.932 15 0.850 60 18 0.833 am Im =I 4W so -in Aw im M am Im M Am MI IM- IM Turning Movement Count Adams Traffic File Name : frontage&walmartdriveway (813) 763-7763 Site Code :00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 Grouns Printed- Paccenner VahirlPC FRONTAGE ROAD FRONTAGE ROAD WAL-MART DRIVEWAY Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 173 26 199 0 0 0 0 0 0 16 16 215 04:15 PM 0 156 29 185 0 0 0 0 0 0 18 18 203 04:30 PM 0 142 15 157 0 0 0 0 0 0 15 15 172 04:45 PM 0 163 22 185 0 0 0 0 0 0 11 11 196 Total 0 634 92 726 0 0 0 0 0 0 60 60 786 05:00 PM 0 215 19 234 0 0 0 0 0 0 13 13 247 05:15 PM 0 183 26 209 0 0 0 0 0 0 9 9 218 05:30 PM 0 194 20 214 0 0 0 0 0 0 14 14 228 05:45 PM 0 188 22 210 0 0 0 0 0 0 15 15 225 Total 0 780 87 867 0 0 0 0 0 0 51 51 918 Grand Total 0 1414 179 1593 0 0 0 0 0 0 111 111 1704 Apprch % 0.0 88.8 11.2 0.0 0.0 0.0 0.0 0.0 100.0 Total % 0.0 83.0 10.5 93.5 0.0 0.0 0.0 0.0 0.0 0.0 6.5 6.5 FRONTAGE ROAD Southbound FRONTAGE ROAD Northbound WAL-MART DRIVEWAY Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total F'eaK FIOur From U4:UU FM t0 U5:45 FM - F'eaK 1 Ot 1 Intersection 05:00 PM Volume 0 780 87 867 0 0 Percent 0.0 90.0 10.0 0.0 0.0 05:00 Volume 0 215 19 234 0 0 Peak Factor High Int. 05:00 PM 3:45:00 PM Volume 0 215 19 234 0 0 Peak Factor 0.926 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM 04:00 PM Volume 0 780 87 867 0 0 Percent 0.0 90.0 10.0 - - High Int. 05:00 PM - Volume 0 215 19 234 - - Peak Factor 0.926 ORIGINAL RECEIVED 117 2 8 2006 QLAriI• IG DEPARTMENT arry Of LARWATER 0 0 0 0 51 0.0 0.0 0.0 100.0 0 0 0 0 13 05:45 PM 0 0 0 0 15 04:00 PM 0 0 0 0 60 - 0.0 0.0 100.0 04:15 PM - - 0 0 18 Int. Total 51 918 13 247 0.929 15 0.850 60 18 0.833 IM Ml law M Turning Movement Count Adams Traffic File Name : frontage&walmartdriveway (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 (?rnnnc PrinfarL Wan- \/nhir l- FRONTAGE ROAD FRONTAGE ROAD WAL-MART DRIVEWAY Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right A . Total Left Thru Right App. Total Int. Total 04:00 PM 0 7 0 7 0 0 0 0 0 0 0 0 7 04:15 PM 0 5 1 6 0 0 0 0 0 0 0 0 6 04:30 PM 0 5 0 5 0 0 0 0 0 0 0 0 5 04:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 3 Total 0 20 1 21 0 0 0 0 0 0 0 0 21 05:00 PM 0 3 0 3 0 0 0 0 0 0 0 05:15 PM 0 5 0 5 0 0 0 0 0 0 0 05:30 PM 0 3 0 3 0 0 0 0 0 0 0 05:45 PM 0 3 0 3 0 0 0 0 0 0 0 Total 0 14 0 14 0 0 0 0 0 0 0 Grand Total 0 34 1 35 0 0 0 0 0 0 0 Apprch % 0.0 97.1 2.9 0.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 97.1 2.9 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0.0 0.0 0.0 0 0 0 3:45:00 PM FRONTAGE ROAD Southbound FRONTAGE ROAD Northbound WAL-MART DRIVEWAY Eastbound Start Time Left Thru Ri ht A . Total Left Thru Right App. Total Left Thru Right App. Tot vun ww i i ?.w ,., w - can i v Intersection 04:00 PM i Volume 0 20 1 Percent 0.0 95.2 4.8 04:00 Volume 0 7 0 Peak Factor High Int. 04:00 PM Volume 0 7 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 20 1 Percent 0.0 95.2 4.8 High Int. 04:00 PM Volume 0 7 0 Peak Factor ORIGINAL RECEIVED :..:1 2 8 2006 PLANNING DEPARTMENT {CITY OF CLEARWATER 21 0 0 0 0 0.0 0.0 0.0 7 0 0 0 0 3:45:00 PM 7 0.750 04:00 PM 21 0 7 - 0.750 0 3 0 5 0 3 0 3 0 14 0 35 0.0 al Int. Total 0 21 0 7 0.750 04:00 PM 0 0 0 0 0 0 0 Turning Movement Count Adams Traffic File Name : frontage&walmartdriveway (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006. Weather: Clear Page No : 1 (?rnnnc Prin4orl_ I LT.-- FRONTAGE ROAD FRONTAGE ROAD WAL-MART DRIVEWAY Southbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right Alp. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 Apprch % 0.0 0.0 0.0 0.0 0.0 0.0 Total % FRONTAGE ROAD I Southbound Start Time Left Thru it Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 04:45 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 0 0 0 Percent - - - High Int. - Volume - - - Peak Factor ORIGINAL RECEIVED ,: `:C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Northbound Total Left Thru Right 0 0 0 0 0.0 0.0 0.0 0 0 0 0 3:45:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 WAL-MART DRIVEWAY Eastbound Total Left Thru Right App. Total Int. Total 0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 0 0 0.000 3:45:00 PM 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 06/20/2006 20:25 8136598688 ADAMS TRAFFIC PAGE 09 !4 G?.t1'I?S' T rP?GZ I Vt.C/. P.O, Box 997 Plant City, FL 33564 Project No.: Tel:(813) 763-7763 Fax:(813) 659-8688 ' Turning Movement Count Field Data Sheet ?. Date: X113 ?O(?, Count Times: 60N1 Major Street: _ Dce- s+f e e,+ Direction: E-W Speed Limit: yS mph Minor Street: O's l`1 ? s Direction: N-S Speed Limit: 35' mph City/County: C?.eAwwc,A-- P, ?e s. Weather: IGINAL ( OR Phasing: RECEIVED DEC 2 8 2006 -ZI T PLANNING DEPARTMENT 3 Cycles Measured: CITY OF CLEARWATER W ;22 513•io 32 1-7 A-9 v' - I??s. CAW" c - $43 IS o- 12 19 SAP WA.30 40 - 1 t s. . Inte (section Sketch 11 56. It 29 IS W6' ?a 3z - )183. •wS ?! U" ta 'r / t 17 S T pw _ ?>ts', I ? •?2 ? lqt' I ?A 0 ? l S4?ra?c -egg, 0. 4) V) u-" b„C ?Sse 1 arts s FMWS `1 1 41 Npp ?? p l?- rye 400 ??_ ?1 ?t(c 6 T 'Fast -1 o a' 2 6' 1 gwj-le-2 'Tam- !1?' ,wLr Q? P?kZa- W M M t1 A M M M 1=1 M M M = M M = M " Turning Movement Count Adams Traffic File Name : us19&drew (813) 763-7763 Site Code : 0 0006186 City/County: Clearwater/Pine llas Start Date : 6 /13/2006 Weather: Clear Page No : 1 Groups Printed- Passen ger Vehicles - Heav y Vehicles - U-T urns US 19 SOU THBOUND RAMPS DR EW STR EET US 19 NO RTHBOUND RAMPS DREW STREET " Southbou nd Westbound Northbou nd Eastbound Sta Time Left Thru Right RTOR App . Total Left Thru Right RTOR _ LA pp. Total Left Thru Right RTOR App . Total Left Thru Right RTOR App. Total Int. Total 04:00 PM 25 59 9 11 104 39 110 18 31 198 61 106 16 23 206 16 113 27 18 174 682 04:15 PM 38 55 6 3 102 30 99 6 29 164 59 125 13 12 209 11 117 20 16 164 639 04:30 PM 35 71 2 7 115 32 123 18 41 214 81 97 15 21 214 24 116 22 14 176 719 04:45 PM 24 71 5 8 108 36 134 15 27 212 82 79 10 24 195 22 139 5 22 188 703 Total 122 256 22 29 429 137 466 57 128 788 283 407 54 80 824 73 485 74 70 702 2743 05:00 PM 52 82 5 9 148 44 161 24 33 262 76 96 15 18 205 33 147 19 30 229 844 05:15 PM 45 64 1 5 115 56 159 27 37 279 80 119 10 15 224 12 133 14 7 166 784 05:30 PM 41 88 3 6 138 44 132 16 22 214 68 109 24 21 222 12 155 14 18 199 773 05:45 PM 44 69 0 4 117 41 130 18 20 209 69 97 12 35 213 16 107 10 24 157 696 Total 182 303 9 24 518 185 582 85 112 964 293 421 61 89 864 73 542 57 79 751 3097 Grand Total 304 559 31 53 947 322 1048 142 240 1752 576 828 115 169 1688 146 1027 131 149 1453 5840 Apprch % 32.1 59.0 3.3 5.6 18.4 59.8 8.1 13.7 34.1 49.1 6.8 10.0 10.0 70.7 9.0 10.3 Total % 5.2 9.6 0.5 0.9 16.2 5.5 17.9 2.4 4.1 30.0 9.9 14.2 2.0 2.9 28.9 2.5 17.6 2.2 2.6 24.9 US 19 SOUTHBOUND RAMPS Southbound DREW STREET Westbound US 19 NORTHBOUND RAMPS Northbound DREW STREET Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Ri ht RTOR A . Total Left Thru Right RTOR A . Total roan nuui num vv.vv nvi to vu.,+o rive - raaK i of i Intersection 04:45 PM Volume 162 305 14 28 509 Percent 31.8 59.9 2.8 5.5 05:00 Volume 52 82 5 9 148 Peak Factor High Int. 05:00 PM Volume 52 82 5 9 148 Peak Factor 0.860 Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 180 586 82 119 967 306 403 59 78 846 79 574 52 77 18.6 60.6 8.5 12.3 36.2 47.6 7.0 9.2 10.1 73.4 6.6 9.8 44 161 24 33 262 76 96 15 18 205 33 147 19 30 05:15 PM 05:15 PM 05:00 PM 56 159 27 37 279 80 119 10 15 224 33 147 19 30 0.866 0.944 By Approach 05:00 PM 04:30 PM 05:00 PM 04:45 PM Volume 182 303 9 24 518 168 577 84 138 967 293 421 61 89 864 79 574 52 77 Percent 35.1 58.5 1.7 4.6 17.4 59.7 8.7 14.3 33.9 48.7 7.1 10.3 10.1 73.4 6.6 9.8 High Int. 05:00 PM 05:15 PM 05:15 PM 05:00 PM Volume 52 82 5 9 148 56 159 27 37 279 80 119 10 15 224 33 147 19 30 Peak Factor 0.875 0.866 0.964 ORIGINAL RECEIVED F,'L:-C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Int. Total 782 3104 229 844 0.919 229 0.854 782 229 0.854 Turning Movement Count Adams Traffic File Name : us19&drew (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/13/2006 Weather: Clear Page No : 1 C'rntins Printpd- Paccannar Vohirloc US 19 SOUTHBOUND RAMPS DREW STREET US 19 NORTHBOUND RAMPS DREW STREET " Southbou nd Westbound Northbound Eastboun d Sta Time Left Thru Right RTOR App . Total Left Thru Right RTOR Ap p. Total Left Thru Right RTOR A . Total Left Thru Right RTOR Ap p. Total Int. Total 04:00 PM 23 59 9 11 102 39 107 17 31 194 58 104 16 23 201 15 113 27 18 173 670 04:15 PM 33 55 6 2 96 29 97 6 29 161 52 124 13 12 201 9 117 19 16 161 619 04:30 PM 32 70 2 7 111 32 123 18 40 213 69 94 14 20 197 21 116 22 14 173 694 04:45 PM 20 68 5 8 101 33 134 15 26 208 75 75 10 23 183 21 136 5 22 184 676 Total 108 252 22 28 410 133 461 56 126 776 254 397 53 78 782 66 482 73 70 691 2659 05:00 PM 50 80 5 9 144 44 160 22 33 259 69 95 15 18 197 31 146 18 27 222 822 05:15 PM 39 63 1 5 108 55 158 27 36 276 75 116 10 15 216 11 132 13 7 163 763 05:30 PM 37 85 3 6 131 42 132 16 21 211 57 105 23 21 206 11 154 13 18 196 744 05:45 PM 38 68 0 4 110 40 130 18 20 208 51 92 12 35 190 16 107 10 24 157 665 Total 164 296 9 24 493 181 580 83 110 954 252 408 60 89 809 69 539 54 76 738 2994 Grand Total 272 548 31 52 903 314 1041 139 236 1730 506 805 113 167 1591 135 1021 127 146 1429 5653 Apprch % 30.1 60.7 3.4 5.8 18.2 60.2 8.0 13.6 31.8 50.6 7.1 10.5 9.4 71.4 8.9 10.2 Total % 4.8 9.7 0.5 0.9 16.0 5.6 18.4 2.5 4.2 30.6 9.0 14.2 2.0 3.0 28.1 2.4 18.1 2.2 2.6 25.3 US 19 SOUTHBOUND RAMPS Southbound DREW STREET Westbound US 19 NORTHBOUND RAMPS Northbound DREW STREET Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total rear, nuur rum uwa1V rive W vo:,+o rrvi - reaK 1 oT 1 Intersection 04:45 PM Volume 146 296 14 28 484 174 584 80 116 954 276 391 58 77 802 74 568 49 74 Percent 30.2 61.2 2.9 5.8 18.2 61.2 8.4 12.2 34.4 48.8 7.2 9.6 9.7 74.2 6.4 9.7 05:00 Volume 50 80 5 9 144 44 160 22 33 259 69 95 15 18 197 31 146 18 27 Peak Factor High Int. 05:00 PM 05:15 PM 05:15 PM 05:00 PM Volume 50 80 5 9 144 55 158 27 36 276 75 116 10 15 216 31 146 18 27 Peak Factor 0.840 0.864 0.928 Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 By Approach 05:00 PM 04:30 PM 05:00 PM 04:45 PM Volume 164 296 9 24 493 164 575 82 135 956 252 408 60 89 809 74 568 49 74 Percent 33.3 60.0 1.8 4.9 17.2 60.1 8.6 14.1 31.1 50.4 7.4 11.0 9.7 74.2 6.4 9.7 High Int. 05:00 PM 05:15 PM 05:15 PM 05:00 PM Volume 50 80 5 9 144 55 158 27 36 276 75 116 10 15 216 31 146 18 27 Peak Factor 0.856 0.866 0.936 ORIGINAL RECEIVED ,4--c 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 765 222 222 0.861 765 222 0.861 Int. Total 3005 822 0.914 Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear Grouns Printed- Heaw Vehicles File Name : us19&drew Site Code : 00006186 Start Date : 6/13/2006 Page No : 1 US 19 SOUTHBOUND RAMPS DREW STREET US 19 NORTHBOUND RAMPS DREW STREET Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR Ap p. Total Left Thru Right RTOR App . Total Left Thru Right RTOR Ap .Total Int. Total 04:00 PM 2 0 0 0 2 0 3 1 0 4 1 2 0 0 3 0 0 0 0 0 9 04:15 PM 1 0 0 1 2 1 2 0 0 3 1 1 0 0 2 2 0 1 0 3 10 04:30 PM 1 1 0 0 2 0 0 0 1 1 0 3 1 1 5 2 0 0 0 2 10 04:45 PM 1 3 0 0 4 3 0 0 1 4 1 4 0 1 6 0 3 0 0 3 17 Total 5 4 0 1 10 4 5 1 2 12 3 10 1 2 16 4 3 1 0 8 46 05:00 PM 1 2 0 0 3 0 1 2 0 3 2 1 0 0 3 2 1 1 3 7 05:15 PM 2 1 0 0 3 1 1 0 1 3 0 3 0 0 3 0 1 1 0 2 05:30 PM 0 3 0 0 3 1 0 0 1 2 0 4 1 0 5 1 1 1 0 3 05:45 PM 2 1 0 0 3 1 0 0 0 1 0 5 0 0 5 0 0 0 0 0 Total 5 7 0 0 12 3 2 2 2 9 2 13 1 0 16 3 3 3 3 12 Grand Total 10 11 0 1 22 7 7 3 4 21 5 23 2 2 32 7 6 4 3 20 Apprch % 45.5 50.0 0.0 4.5 33.3 33.3 14.3 19.0 15.6 71.9 6.3 6.3 35.0 30.0 20.0 15.0 Total % 10.5 11.6 0.0 1.1 23.2 7.4 7.4 3.2 4.2 22.1 5.3 24.2 2.1 2.1 33.7 7.4 6.3 4.2 3.2 21.1 US 19 SOUTHBOUND RAMPS Southbound DREW STREET Westbound US 19 NORTHBOUND RAMPS Northbound DREW STREET Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR A . Total Left Thru Right RTOR A . Total rem hour rrom v4:vu rivi TO uo:4o mvi - reaK 1 OT 1 Intersection 04:45 PM Volume 4 9 0 0 13 5 2 2 3 12 3 12 1 1 17 3 6 3 3 15 Percent 30.8 69.2 0.0 0.0 41.7 16.7 16.7 25.0 17.6 70.6 5.9 5.9 20.0 40.0 20.0 20.0 04:45 Volume 1 3 0 0 4 3 0 0 1 4 1 4 0 1 6 0 3 0 0 3 Peak Factor High Int. 04:45 PM 04:45 PM 04:45 PM 05:00 PM Volume 1 3 0 0 4 3 0 0 1 4 1 4 0 1 6 2 1 1 3 7 Peak Factor 0.813 0.750 0.708 0.536 Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 By Approach 04:45 PM 04:00 PM 04:30 PM 04:15 PM Volume 4 9 0 0 13 4 5 1 2 12 3 11 1 2 17 6 4 2 3 15 Percent 30.8 69.2 0.0 0.0 33.3 41.7 8.3 16.7 17.6 64.7 5.9 11.8 40.0 26.7 13.3 20.0 High Int. 04:45 PM 04:00 PM 04:45 PM 05:00 PM Volume 1 3 0 0 4 0 3 1 0 4 1 4 0 1 6 2 1 1 3 7 Peak Factor 0.813 0.750 0.708 0.536 ORIGINAL RECEIVED `:F, 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 16 11 13 9 49 95 Int. Total 57 17 0.838 Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear File Name : us19&drew Site Code : 00006186 Start Date : 6/13/2006 Page No : 1 r;rnuns Printari- 1 I-Turns us 19 SOUTHBOUND RAMPS DREW STREET US 19 NORTHBOUND RAMPS DREW STREET " Southbound Westbound Northbound Eastbound Sta Time Left Thru Right RTOR App. Total Left Thru Right RTOR Ap p. Total Left Thru Ri ht RTOR App . Total Left Thru Right RTOR Ap p. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 1 0 0 0 1 3 04:15 PM 4 0 0 0 4 0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 10 04:30 PM 2 0 0 0 2 0 0 0 0 0 12 0 0 0 12 1 0 0 0 1 15 04:45 PM 3 0 0 0 3 0 0 0 0 0 6 0 0 0 6 1 0 0 0 1 10 Total 9 0 0 0 9 0 0 0 0 0 26 0 0 0 26 3 0 0 0 3 38 05:00 PM 1 0 0 0 1 0 0 0 0 05:15 PM 4 0 0 0 4 0 0 0 0 05:30 PM 4 0 0 0 4 1 0 0 0 05:45 PM 4 0 0 0 4 0 0 0 0 Total 13 0 0 0 13 1 0 0 0 Grand Total 22 0 0 0 22 1 0 0 0 Apprch % 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 Total % 23.9 0.0 0.0 0.0 23.9 1.1 0.0 0.0 0.0 0 5 0 0 0 5 0 0 0 0 0 5 0 0 0 5 1 0 0 0 1 11 0 0 0 11 0 0 0 0 0 18 0 0 0 18 0 0 0 0 1 39 0 0 0 39 1 0 0 0 1 65 0 0 0 65 4 0 0 0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1.1 70.7 0.0 0.0 0.0 70.7 4.3 0.0 0.0 0.0 1 4 4.3 " US 19 SOUTHBOUND RAMPS Southbound DREW STREET Westbound US 19 NORTHBOUND RAMPS Northbound DREW STREET Eastbound Sta Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR A . Total reaK nuur rTum u9:UU rivi lu VJ:4J rivi - reaK I OT I Intersection 05:00 PM Volume 13 0 0 0 13 1 0 0 0 1 39 0 0 0 39 1 0 0 0 1 Percent 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 05:45 Volume 4 0 0 0 4 0 0 0 0 0 18 0 0 0 18 0 0 0 0 0 Peak Factor High Int. 05:15 PM 05:30 PM 05:45 PM 05:15 PM Volume 4 0 0 0 4 1 0 0 0 1 18 0 0 0 18 1 0 0 0 1 Peak Factor 0.813 0.250 0.542 0.250 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM 04:45 PM 05:00 PM 04:00 PM Volume 13 0 0 0 13 1 0 0 0 1 39 0 0 0 39 3 0 0 0 3 Percent 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 High Int. 05:15 PM 05:30 PM 05:45 PM 04:00 PM Volume 4 0 0 0 4 1 0 0 0 1 18 0 0 0 18 1 0 0 0 1 Peak Factor 0.813 0.250 0.542 0.750 ORIGINAL RECEIVED M 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 1 0 0 6 10 16 22 54 92 Int. Total 54 22 0.614 ' 06/20/2006 20:25 8136598688 Ad cun4,Trams 1 vu'i. P.O. Box 997 Plant City, FL 33564 Tel:(813) 763-7763 Fax:(813) 659-8688 Date: ' Major Street: Minor Street: ' City/County: OHFFIC RECEIVED C LEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Turning Movement Count Field Data Sheet Is- Count us ?D Direct! A(E Co",4*t I PaaJ Direct! 1/'1xi?s Weath -1 us iq Phasing: f? Times: PAGE 08 Project No.: 66196 )n: N-S Speed Limit: mph on; E-W Speed Limit: ys mph er: ?',?es?r? o,. ar iq- -' I--1 It 4 l ' 3 Cycles Measured: I :F ? 9 9 122 qo I S - Z I Ss . .. yW 2 H 5 135 !"1 - Z2?'s. M ' M ! ' =1 M M M M M M 1=1 ? M M M M M Turning Movement Count Adams Traffic File Name : us19&coachman (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 Groups Printed- Passenqer Vehicles - Heald Vehicles - U-Turns us 19 NE COACHMAN ROAD US 19 NE COACHMAN ROAD Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR A .Total Left Thru Right RTOR App . Total Left Thru Right RTOR Ap p. Total Left Thru Right RTOR Ap p. Total Int. Total 04:00 PM 10 261 0 0 271 19 59 6 20 104 21 497 27 0 545 32 37 0 0 69 989 04:15 PM 16 249 0 0 265 19 54 16 12 101 13 502 22 0 537 45 38 0 0 83 986 04:30 PM 8 264 0 0 272 18 42 16 19 95 15 446 26 0 487 47 43 0 0 90 944 04:45 PM 19 299 0 0 318 14 46 16 14 90 12 361 25 0 398 33 46 0 0 79 885 Total 53 1073 0 0 1126 70 201 54 65 390 61 1806 100 0 1967 157 164 0 0 321 3804 US 19 Southbound NE COACHMAN ROAD Westbound US 19 Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Ri ht RTOR App. Total Left Thru Right RTOR App. Total Left Thru Ri ht RTOR App. Total Left Thru Right RTOR App. Total rHGR nVUI MUM U9.VU r1V1 W Vu.'+u rivi - rUdK I UI I Intersection 05:00 PM Volume 60 1190 0 0 1250 55 191 58 46 350 50 1795 85 0 1930 189 172 0 0 361 Percent 4.8 95.2 0.0 0.0 15.7 54.6 16.6 13.1 2.6 93.0 4.4 0.0 52.4 47.6 0.0 0.0 05:15 Volume 9 336 0 0 345 19 45 15 15 94 9 490 23 0 522 49 43 0 0 92 Peak Factor High Int. 05:15 PM 05:00 PM 05:15 PM 05:30 PM Volume 9 336 0 0 345 13 54 20 14 101 9 490 23 0 522 52 56 0 0 108 Peak Factor 0.906 0.866 0.924 0.836 Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 By Approach 04:45 PM 04:00 PM 04:00 PM 04:45 PM Volume 59 1225 0 0 1284 70 201 54 65 390 61 1806 100 0 1967 181 180 0 0 361 Percent 4.6 95.4 0.0 0.0 17.9 51.5 13.8 16.7 3.1 91.8 5.1 0.0 50.1 49.9 0.0 0.0 High Int. 05:15 PM 04:00 PM 04:00 PM 05:30 PM Volume 9 336 0 0 345 19 59 6 20 104 21 497 27 0 545 52 56 0 0 108 Peak Factor 0.930 0.938 0.902 0.836 05:00 PM 11 316 0 0 327 13 54 20 14 05:15 PM 9 336 0 0 345 19 45 15 15 05:30 PM 20 274 0 0 294 9 40 10 6 05:45 PM 20 264 0 0 284 14 52 13 11 Total 60 1190 0 0 1250 55 191 58 46 Grand Total 113 2263 0 0 2376 125 392 112 111 Apprch % 4.8 95.2 0.0 0.0 16.9 53.0 15.1 15.0 Total % 1.5 29.4 0.0 0.0 30.9 1.6 5.1 1.5 1.4 101 14 455 25 0 494 47 35 0 0 94 9 490 23 0 522 49 43 0 0 65 12 393 14 0 419 52 56 0 0 90 15 457 23 0 495 41 38 0 0 350 50 1795 85 0 1930 189 172 0 0 740 111 3601 185 0 3897 346 336 0 0 2.8 92.4 4.7 0.0 50.7 49.3 0.0 0.0 9.6 1.4 46.8 2.4 0.0 50.6 4.5 4.4 0.0 0.0 361 3891 682 7695 8.9 82 1004 92 1053 108 886 79 948 ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CRY OF CLEARWATER Int. Total 3891 1053 0.924 +r rr ¦r r? rr rr r rr rr rr r? ?Ir r ?r ?r ¦r ar! rr. rt Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear C:rni ine Prinfcrl- Pocccnnnr \/nhiAnc 101 13 450 25 0 488 47 35 0 0 82 991 93 9 486 23 0 518 48 43 0 0 91 1047 65 10 386 13 0 409 52 55 0 0 107 873 90 14 450 22 0 486 41 38 0 0 79 937 349 46 1772 83 0 1901 188 171 0 0 359 3848 729 99 3550 183 0 3832 343 333 0 0 676 7573 2.6 92.6 4.8 0.0 50.7 49.3 0.0 0.0 1 9.6 1.3 46.9 2.4 0.0 50.6 4.5 4.4 0.0 0.0 8.9 us 19 NE COACHMAN ROAD e us 19 NE COACHMAN ROAD " Southbound Westbound Northbound Eastbound Sta Time Left Thru Right RTOR Ap p. Total Left Thru Right RTOR Ap p. Total Left Thru Right RTOR A . Total Left Thru -Right RTOR A . Total Int. Total 04:00 PM 10 255 0 0 265 16 57 6 20 99 15 492 27 0 534 31 37 0 0 68 966 04:15 PM 16 235 0 0 251 19 52 16 12 99 12 494 22 0 528 45 37 0 0 82 960 04:30 PM 8 259 0 0 267 18 41 16 19 94 15 438 26 0 479 47 42 0 0 89 929 04:45 PM 19 295 0 0 314 14 44 16 14 88 11 354 25 0 390 32 46 0 0 78 870 Total 53 1044 0 0 1097 67 194 54 65 380 53 1778 100 0 1931 155 162 0 0 317 3725 05:00 PM 11 309 0 0 320 13 54 20 14 05:15 PM 9 336 0 0 345 19 44 15 15 05:30 PM 20 272 0 0 292 9 40 10 6 05:45 PM 20 262 0 0 282 14 52 13 11 Total 60 1179 0 0 1239 55 190 58 46 Grand Total 113 2223 0 0 2336 122 384 112 111 Apprch % 4.8 95.2 0.0 0.0 16.7 52.7 15.4 15.2 Total % 1.5 29.4 0.0 0.0 30.8 1.6 5.1 1.5 1.5 " us 19 Southbound NE COACHMAN ROAD Westbound us 19 Northbound NE COACHMAN ROAD Eastbound Sta Time Left Thru Right RTOR App. Total Left Thru Ri ht RTOR A .Total Left Thru Right RTOR App. Total Left Thru Right RTOR ADD. Total vM Intersection V05:00 PM yu V Volume 60 1179 0 0 1239 55 190 58 46 Percent 4.8 95.2 0.0 0.0 15.8 54.4 16.6 13.2 05:15 Volume 9 336 0 0 345 19 44 15 15 Peak Factor High Int. 05:15 PM 05:00 PM Volume 9 336 0 0 345 13 54 20 14 Peak Factor 0.898 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:45 PM 04:15 PM Volume 59 1212 0 0 1271 64 191 68 59 Percent 4.6 95.4 0.0 0.0 16.8 50.0 17.8 15.4 High Int. 05:15 PM 05:00 PM Volume 9 336 0 0 345 13 54 20 14 Peak Factor 0.921 ORIGINAL RECEIVED C 2 8 Zoos PLANNING DEPARTMENT CITY OF CLEARWATER 349 46 1772 83 0 1901 2.4 93.2 4.4 0.0 93 9 486 23 0 518 05:15 PM 101 9 486 23 0 518 0.864 0.917 File Name : us19&coachman Site Code : 00006186 Start Date : 6/15/2006 Page No : 1 188 171 0 0 359 52.4 47.6 0.0 0.0 48 43 0 0 91 05:30 PM 52 55 0 0 107 0.839 04:00 PM 05:00 PM 382 53 1778 100 0 1931 188 171 0 0 359 2.7 92.1 5.2 0.0 52.4 47.6 0.0 0.0 04:00 PM 05:30 PM 101 15 492 27 0 534 52 55 0 0 107 0.946 0.904 0.839 Int. Total 3848 1047 0.919 wI wll? w w w w w M! M IM a?a w? ww w w Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear r,rnt in, Printari- Haavv VPhinlac File Name : us19&coachman Site Code : 00006186 Start Date : 6/15/2006 Page No : 1 us 19 NE COACHMAN ROAD us 19 NE COACHMAN ROAD " Southbound Westbound Northbound Eastbound Sta Time Left Thru Ri ht RTOR App . Total Left Thru Right RTOR Ap p. Total Left Thru Right RTOR A .Total Left Thru Right RTOR Ap p. Total Int. Total 04:00 PM 0 6 0 0 6 2 2 0 0 4 0 5 0 0 5 1 0 0 0 1 16 04:15 PM 0 14 0 0 14 0 2 0 0 2 1 8 0 0 9 0 1 0 0 1 26 04:30 PM 0 5 0 0 5 0 1 0 0 1 0 8 0 0 8 0 1 0 0 1 15 04:45 PM 0 4 0 0 4 0 2 0 0 2 0 7 0 0 7 1 0 0 0 1 14 Total 0 29 0 0 29 2 7 0 0 9 1 28 0 0 29 2 2 0 0 4 71 05:00 PM 0 7 0 0 7 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 1 0 0 0 1 05:30 PM 0 2 0 0 2 0 0 0 0 0 0 7 1 0 8 0 1 0 0 1 05:45 PM 0 2 0 0 2 0 0 0 0 0 0 7 1 0 8 0 0 0 0 0 Total 0 11 0 0 11 0 1 0 0 1 0 23 2 0 25 1 1 0 0 2 Grand Total 0 40 0 0 40 2 8 0 0 10 1 51 2 0 54 3 3 0 0 6 Apprch % 0.0 100.0 0.0 0.0 20.0 80.0 0.0 0.0 1.9 94.4 3.7 0.0 50.0 50.0 0.0 0.0 Total % 0.0 36.4 0.0 0.0 36.4 1.8 7.3 0.0 0.0 9.1 0.9 46.4 1.8 0.0 49.1 2.7 2.7 0.0 0.0 5.5 us 19 Southbound NE COACHMAN ROAD Westbound us 19 Northbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:00 PM Volume 0 29 0 0 29 2 7 0 0 9 1 28 0 0 29 Percent 0.0 100.0 0.0 0.0 22.2 77.8 0.0 0.0 3.4 96.6 0.0 0.0 04:15 Volume 0 14 0 0 14 0 2 0 0 2 1 8 0 0 9 Peak Factor High Int. 04:15 PM 04:00 PM 04:15 PM Volume 0 14 0 0 14 2 2 0 0 4 1 8 0 0 9 Peak Factor 0.518 0.563 0.806 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:15 PM 04:00 PM 04:00 PM Volume 0 30 0 0 30 2 7 0 0 9 1 28 0 0 Percent 0.0 100.0 0.0 0.0 22.2 77.8 0.0 0.0 3.4 96.6 0.0 0.0 High Int. 04:15 PM 04:00 PM 04:15 PM Volume 0 14 0 0 14 2 2 0 0 4 1 8 0 0 Peak Factor 0.536 0.563 ORIGINAL RECEIVED '`-C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2 2 0 0 50.0 50.0 0.0 0.0 0 1 0 0 04:00 PM 1 0 0 0 04:00 PM 29 2 2 0 0 50.0 50.0 0.0 0.0 04:00 PM 9 1 0 0 0 0.806 4 1 1 1.000 4 1 1.000 12 6 11 10 39 110 Int. Total 71 26 0.683 Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear File Name : us19&coachman Site Code : 00006186 Start Date : 6/15/2006 Page No : 1 Grnunc Printarl- I I-Turns us 19 NE COACHMAN ROAD us 19 NE COACHMAN ROAD Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR A . Total Left Thru Ri ht RTOR A . Total Left Thru Right RTOR Ap p. Total Left Thru it RTOR A . Total Int. Total 04:00 PM 0 0 0 0 0 1 0 0 0 1 6 0 0 0 6 0 0 0 0 0 7 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 Total 0 0 0 0 0 1 0 0 0 1 7 0 0 0 7 0 0 0 0 0 8 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 Total 0 0 0 0 Grand Total 0 0 0 0 Apprch % 0.0 0.0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 1 0 0 0 100.0 0.0 0.0 0.0 0.0 8.3 0.0 0.0 0.0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 1 11 0 0 0 11 0 0 0 0 0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.3 91.7 0.0 0.0 0.0 91.7 0.0 0.0 0.0 0.0 0.0 1 0 2 1 " us 19 Southbound NE COACHMAN ROAD Westbound us 19 Northbound NE COACHMAN ROAD Eastbound Sta Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total veaK hour MM U4:UU FM io MAO NM - veaK 1 OT 1 Intersection 04:00 PM Volume 0 0 0 0 Percent 0.0 0.0 0.0 0.0 04:00 Volume 0 0 0 0 Peak Factor High Int. 3:45:00 PM Volume 0 0 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 By Approach 04:00 PM Volume 0 0 0 0 Percent - - - - High Int. - Volume - - - Peak Factor ORIGINAL RECEIVED W 2 8 2006 PLANNING DDEPARTMENT "I', 01' CLEARWATER 0 1 0 0 0 1 7 0 0 0 7 0 0 0 0 0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1 0 0 0 1 6 0 0 0 6 0 0 0 0 0 04:00 PM 04:00 PM 3:45:00 PM 0 1 0 0 0 1 6 0 0 0 6 0.250 0.292 04:00 PM . 04:00 PM 04:00 PM 0 1 0 0 0 1 7 0 0 0 7 0 0 0 0 0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 - - - - 04:00 PM 04:00 PM - 1 0 0 0 1 6 0 0 0 6 - - - - - 0.250 0.292 - 4 12 Int. Total 8 7 0.286 IMI ! ! ! ! ! i? ! ! ! M s ! ! ! ! ! ! A Turning Movement Count Adams Traffic File Name : frontage&coachman (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 C'rniine Prinferl_ Pnemennnr \/nhiAnc _ W ni %/ohinI _ I -r..- FRONTAGE ROAD Southbound NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Onto Fro Left ntage Thru Right RTOR App. Total Left Thru Right Onto RTOR Onto App. Total Int. Total Fronta a Frontage 04:00 PM 20 150 23 4 197 11 0 0 0 11 0 0 3 12 15 223 04:15 PM 29 133 16 1 179 4 0 0 0 4 0 0 0 10 10 193 04:30 PM 17 124 19 2 162 4 0 0 0 4 0 0 2 10 12 178 04:45 PM 19 117 29 0 165 7 0 0 0 7 0 0 7 5 12 184 Total 85 524 87 7 703 26 0 0 0 26 0 0 12 37 49 778 05:00 PM 24 167 34 1 226 6 0 0 0 05:15 PM 28 132 35 1 196 3 0 0 0 05:30 PM 27 145 28 1 201 5 0 0 0 05:45 PM 27 142 43 0 212 9 0 0 0 Total 106 586 140 3 835 23 0 0 0 Grand Total 191 1110 227 10 1538 49 0 0 0 Apprch % 12.4 72.2 14.8 0.7 100.0 0.0 0.0 0.0 Total % 11.4 66.2 13.5 0.6 91.8 2.9 0.0 0.0 0.0 6 0 0 0 5 5 237 3 0 0 0 7 7 206 5 0 0 0 13 13 219 9 0 0 0 15 15 236 23 0 0 0 40 40 898 49 0 0 12 77 89 1676 0.0 0.0 13.5 86.5 2.9 0.0 0.0 0.7 4.6 5.3 FRONTAGE ROAD NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right RTOR App. Total Left Onto Frontage Thru Right RTOR App. Total Left Thru Right Onto RTOR Onto App. Total Int. Total Frontage Fronta e Vy VM Intersection 05:00 PM y4 V Volume 106 586 140 3 Percent 12.7 70.2 16.8 0.4 05:00 Volume 24 167 34 1 Peak Factor High Int. 05:00 PM Volume 24 167 34 1 Peak Factor Peak Hour From 04:00 PM to 05:4 5 PM - Peak 1 of 1 By Approach 05:00 PM Volume 106 586 140 3 Percent 12.7 70.2 16.8 0.4 High Int. 05:00 PM Volume 24 167 34 1 Peak Factor ORIGINAL RECEIVED f- 2 8 2006 PLANNING DEPARTMENT OF CLEARWATER 835 23 0 0 0 23 100.0 0.0 0.0 0.0 226 6 0 0 0 6 05:45 PM 226 9 0 0 0 9 0.924 0.639 0 0 0 40 40 0.0 0.0 0.0 100.0 0 0 0 5 5 05:45 PM 0 0 0 15 15 0.667 04:00 PM 04:00 PM 835 26 0 0 0 26 0 0 12 37 49 100.0 0.0 0.0 0.0 0.0 0.0 24.5 75.5 04:00 PM 04:00 PM 226 11 0 0 0 11 0 0 3 12 15 0.924 0.591 0.817 898 237 0.947 I• al! M IMI M M M MI IM M- IM M IM MI ! IMI? M Turning Movement Count Adams Traffic File Name : frontage&coachman (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 FRONTAGE ROAD Southbound NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left Onto Frontage Thru Right RTOR App. Total Left Thru Right Onto RTOR Onto App. Total =Int. Frontage Frontage 04:00 PM 12 144 23 4 183 11 0 0 0 11 0 0 2 12 14 208 04:15 PM 18 128 16 0 162 4 0 0 0 4 0 0 0 9 9 175 04:30 PM 13 118 18 2 151 3 0 0 0 3 0 0 2 9 11 165 04:45 PM 14 112 29 0 155 6 0 0 0 6 0 0 7 5 12 173 Total 57 502 86 6 651 24 0 0 0 24 0 0 11 35 46 721 05:00 PM 18 165 34 1 218 6 0 0 0 6 0 0 0 5 5 229 05:15 PM 27 128 34 1 190 3 0 0 0 3 0 0 0 6 6 199 05:30 PM 19 142 28 1 190 5 0 0 0 5 0 0 0 13 13 208 05:45 PM 24 139 43 0 206 9 0 0 0 9 0 0 0 15 15 230 Total 88 574 139 3 804 23 0 0 0 23 0 0 0 39 39 866 Grand Total 145 1076 225 9 1455 47 0 0 0 47 0 0 11 74 85 1587 Apprch % 10.0 74.0 15.5 0.6 100.0 0.0 0.0 0.0 0.0 0.0 12.9 87.1 Total % 9.1 67.8 14.2 0.6 91.7 3.0 0.0 0.0 0.0 3.0 0.0 0.0 0.7 4.7 5.4 FRONTAGE ROAD NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right RTOR App. Total Left Onto Frontage Thru Right RTOR App. Total Left Thru Right Onto RTOR Onto App. Total Int. Total D-L, W-., Cmm nA•nn DK A f.. nC•AC De e 0--1,4 9 4 Fronta a Frontage Intersection 05:00 PM Volume 88 574 139 3 Percent 10.9 71.4 17.3 0.4 05:45 Volume 24 139 43 0 Peak Factor High Int. 05:00 PM Volume 18 165 34 1 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 88 574 139 3 Percent 10.9 71.4 17.3 0.4 High Int. 05:00 PM Volume 18 165 34 1 Peak Factor ORIGINAL RECEIVED 2 8 2006 "LANNING OEPARTMENT --111 OF CLEARWATER 804 23 0 0 0 23 0 0 0 39 39 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 206 9 0 0 0 9 0, 0 0 15 15 05:45 PM 05:45 PM 218 9 0 0 0 9 0 0 0 15 15 0.922 0.639 0.650 04:00 PM 04:00 PM 804 24 0 0 0 24 0 0 11 35 46 100.0 0.0 0.0 0.0 0.0 0.0 23.9 76.1 04:00 PM 04:00 PM 218 11 0 0 0 11 0 0 2 12 14 0.922 0.545 0.821 866 230 0.941 Il! ?. 1? 1? IM IM M IM 111 1ll>llll? a? r? A Il))11>? Turning Movement Count Adams Traffic File Name : frontage&coachman (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 Groups Printed- Heavy Vehicles FRONTAGE ROAD NE COACHMAN ROAD NE C OACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right RTOR App. Total L Thru Right RTOR App. Total Left Thru Right Onto RTOR Onto App. Total Int. Total 04:00 PM 1 6 0 0 7 0 0 0 0 0 0 0 Frontage 1 Frontage 0 04:15 PM 0 5 0 1 6 0 0 0 0 0 0 0 0 1 1 1 8 7 04:30 PM 0 6 1 0 7 1 0 0 0 1 0 0 0 1 1 9 04:45 PM 0 5 0 0 5 1 0 0 0 1 0 0 0 0 0 6 Total 1 22 1 1 25 2 0 0 0 2 0 0 1 2 3 30 05:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 0 4 1 0 5 0 0 0 0 0 0 0 0 1 1 6 05:30 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3 05:45 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3 Total 0 12 1 0 13 0 0 0 0 0 0 0 0 1 1 14 Grand Total 1 34 2 1 38 2 0 0 0 2 0 0 1 3 4 44 Apprch % 2.6 89.5 5.3 2.6 100.0 0.0 0.0 0.0 I 0.0 0.0 25 0 75 0 Total % 2.3 77.3 4.5 2.3 86.4 4.5 0.0 0.0 0.0 4.5 0.0 0.0 . 2.3 . 6.8 9.1 FRONTAGE ROAD NE COACHMAN R OAD NE COACHMAN ROAD Southbound Westbound Eastbound Start Time Left Thru Right R TOR App. Total Left Onto Frontage Thru Right RTOR App. Total Left Thru Right Onto RTOR Onto App. Total ::I t. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Frontage Frontage Intersection 04:00 PM Volume 1 22 1 1 25 2 0 0 0 2 0 0 1 2 3 30 Percent 4.0 88.0 4.0 4.0 100.0 0.0 0.0 0.0 0.0 0.0 33 3 66 7 04:30 Volume 0 6 1 0 7 1 0 0 0 1 0 0 . 0 . 1 1 9 Peak Factor High Int. 04:00 PM 04:30 PM 04:00 PM 0.833 Volume 1 6 0 0 7 1 0 0 0 1 0 0 1 0 1 Peak Factor 0.893 0.500 0.750 Peak Hour From 04:0 0 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM 04:00 PM 04:00 PM Volume 1 22 1 1 25 2 0 0 0 2 0 0 1 2 3 Percent 4.0 88.0 4.0 4.0 100.0 0.0 0.0 0.0 0.0 0.0 33 3 66 7 High Int. 04:00 PM 04:30 PM 04:00 PM . . Volume 1 6 0 0 7 1 0 0 0 1 0 0 1 0 1 Peak Factor 0.893 0.500 o.750 ORIGINAL RECEIVED ` '- , 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ?r ?r ra rl? r ?r ors rlr ?r rr r rr rs r ? r ? ar r Turning Movement Count Adams Traffic File Name : frontage&coachman (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 ('mi inc Printcrl- I I-Ti erne FRONTAGE ROAD Southbound NE COACHMAN ROAD Westbound NE COACHMAN ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left Onto Frontage Thru Right RTOR App. Total Left Thru Right onto RTOR Onto App. Total Int. Total Frontage Frontage 04:00 PM 7 0 0 0 7 0 0 0 0 0 0 0 0 0 0 7 04:15 PM 11 0 0 0 11 0 0 0 0 0 0 0 0 0 0 11 04:30 PM 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 04:45 PM 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 5 Total 27 0 0 0 27 0 0 0 0 0 0 0 0 0 0 27 05:00 PM 6 0 0 0 6 0 0 0 0 05:15 PM 1 0 0 0 1 0 0 0 0 05:30 PM 8 0 0 0 8 0 0 0 0 05:45 PM 3 0 0 0 3 0 0 0 0 Total 18 0 0 0 18 0 0 0 0 Grand Total 45 0 0 0 45 0 0 0 0 Apprch % 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6 0 1 0 8 0 3 0 18 01 45 0.0 FRONTAGE ROAD NE COACHMAN ROAD NE COACHMAN ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Total Frontage Thru Right RTOR App. Total Left Thru Onto Onto App. Total Int. Total Frontage Frontage y? Vy Intersection 04:00 PM `pn v Volume 27 0 0 0 Percent 100.0 0.0 0.0 0.0 04:15 Volume 11 0 0 0 Peak Factor High Int. 04:15 PM Volume 11 0 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 27 0 0 0 Percent 100.0 0.0 0.0 0.0 High Int. 04:15 PM Volume 11 0 0 0 Peak Factor ORIGINAL RECEIVED 2 8 Zocs PLANNING DEPARTMENT CITY OF CLEARWATER 27 0 0 0 0 0 0 0 0 0 0 27 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11 0 0 0 0 0 0 0 0 0 0 11 0.614 3:45:00 PM 3:45:00 PM 11 0.614 04:00 PM 04:00 PM 27 0 0 0 0 0 0 0 0 0 0 11 0.614 06/20/2006 20:25 8136598688 o tikRAFFIC PAGE 07 RECEIVED Adam* rrafff4,, Inc/ P.O. Box 997 OLE 2 8 2006 Plant City, FL 33564 Project No.: Tel:(813) 763-7763 Fax:(813) 659-8688 PLANNING CDE DEPARTMENT CITY PARTMER M Turning Movement Count Field Data Sheet Date: 6 1,3 Q ?, Count Times: Major Street: US (gon'fage Direction: N-S Speed Limit: mph Minor Street: Stan t Pa4 x+ gaa.J Direction: E-W Speed Limit: mph City/County: C1G?r1?JG? ??w` 1 Weather: U1 0 E vs ?q Phasing: ,? F+?• u91a FrrM-?t .? *7 ?T 3 Cycles Measured: a8 34f 27- no. 20 Z0 220 3- Z8 33 23 4. Zo qb 20 22°S. Intersection Sketch s-( 23 Ng- 20 16 20 - 27,0. 5. w Ua too, s 23, Arabs- otrows ' tar t - Z YS, buSAD b y t.o,r?e? ? arrd wS v > o 0 o ? par COS, 610' , '7111 Ulorld I??c?-??+ ! M MI MI M M! a A. MM M M I• mom ! m M Turning Movement Count Adams Traffic File Name : us19&sunsetpt (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/13/2006 Weather: Clear Page No : 1 Groups Printed- Passenger Vehicles - Heaw Vehicles - U-Turns US 19 SUNSET POINT ROAD US 19 SUNSET POINT ROAD " Southbound Westbound Northbound Eastbound Sta Time Left Thru Right RTOR Ap p. Total Left Thru Right RTOR Ap p. Total Left Thru Right RTOR App. Total Left Thru Right RTOR Ap p. Total Int. Total 04:00 PM 23 245 0 0 268 24 90 18 34 166 52 508 13 0 573 64 69 0 0 133 1140 04:15 PM 28 209 0 0 237 15 72 11 41 139 76 477 14 0 567 87 103 0 0 190 1133 04:30 PM 18 253 0 0 271 11 89 19 42 161 53 576 27 0 656 95 66 0 0 161 1249 04:45 PM 21 278 0 0 299 12 77 10 44 143 57 547 25 0 629 95 80 0 0 175 1246 Total 90 985 0 0 1075 62 328 58 161 609 238 2108 79 0 2425 341 318 0 0 659 4768 05:00 PM 28 259 0 0 287 17 98 7 56 178 56 626 23 0 705 102 94 0 0 196 1366 05:15 PM 27 260 0 0 287 9 78 20 46 153 55 632 18 0 705 103 91 0 0 194 1339 05:30 PM 28 267 0 0 295 19 74 17 64 174 59 599 19 0 677 102 82 0 0 184 1330 05:45 PM 26 232 0 0 258 8 74 20 42 144 45 612 17 0 674 102 64 0 0 166 1242 Total 109 1018 0 0 1127 53 324 64 208 649 215 2469 77 0 2761 409 331 0 0 740 5277 Grand Total 199 2003 0 0 2202 115 652 122 369 1258 453 4577 1,16 0 5186 750 649 0 0 1399 10045 Apprch % 9.0 91.0 0.0 0.0 9.1 51.8 9.7 29.3 8.7 88.3 3.0 0.0 53.6 46.4 0.0 0.0 Total % 2.0 19.9 0.0 0.0 21.9 1.1 6.5 1.2 3.7 12.5 4.5 45.6 1.6 0.0 51.6 7.5 6.5 0.0 0.0 13.9 US 19 Southbound SUNSET POINT ROAD Westbound US 19 Northbound SUNSET POINT ROAD . Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR A .Total Left Thru Right RTOR App. Total roan nvui MUM u4.VU riw w vo.'+U rnvi - rear, 1 ui i Intersection 04:45 PM Volume 104 1064 0 0 1168 57 327 54 210 Percent 8.9 91.1 0.0 0.0 8.8 50.5 8.3 32.4 05:00 Volume 28 259 0 0 287 17 98 7 56 Peak Factor High Int. 04:45 PM 05:00 PM Volume 21 278 0 0 299 17 98 7 56 Peak Factor 0.977 Peak Hour From 04:00 PM to 05:45 PM - Pe ak 1 of 1 By Approach 04:45 PM 05:00 PM Volume 104 1064 0 0 1168 53 324 64 208 Percent 8.9 91.1 0.0 0.0 8.2 49.9 9.9 32.0 High Int. 04:45 PM 05:00 PM Volume 21 278 0 0 299 17 98 7 56 Peak Factor 0.977 648 227 2404 85 0 2716 402 347 0 0 749 8.4 88.5 3.1 0.0 53.7 46.3 0.0 0.0 178 56 626 23 0 705 102 94 0 0 196 05:00 PM 05:00 PM 178 56 626 23 0 705 102 94 0 0 196 0.910 0.963 0.955 05:00 PM 04:45 PM 649 215 2469 77 0 2761 402 347 0 0 749 7.8 89.4 2.8 0.0 53.7 46.3 0.0 0.0 05:00 PM 05:00 PM 178 56 626 23 0 705 102 94 0 0 196 0.912 0.979 0.955 ORIGINAL RECEIVED H 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Int. Total 5281 1366 0.967 MI s1?r r rs a? rl?r a? aIr ar• I•s an ,Ilr. 11=111 r so r ?s r rs Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear ('miins Printari- Paccanner Vahirloc 641 192 2441 76 0 2709 7.1 90.1 2.8 0.0 172 50 619 23 0 692 05:15 PM 174 51 627 17 0 695 0.921 0.974 US 19 SUNSET POINT ROAD US 19 SUNSET POINT ROAD " Southbound Westbound Northbound Eastbound Sta Time Left Thru Right RTOR AQp. Total Left Thru Right RTOR A . Total Left Thru Right RTOR A .Total Left Thru Ri ht RTOR A .Total Int. Total 04:00 PM 20 239 0 0 259 22 87 18 33 160 42 494 12 0 548 62 69 0 0 131 1098 04:15 PM 25 208 0 0 233 14 72 11 41 138 64 468 14 0 546 86 97 0 0 183 1100 04:30 PM 15 246 0 0 261 9 87 19 42 157 44 570 27 0 641 94 65 0 0 159 1218 04:45 PM 18 268 0 0 286 12 76 10 42 140 46 534 25 0 605 92 79 0 0 171 1202 . Total 78 961 0 0 1039 57 322 58 158 595 196 2066 78 0 2340 334 310 0 0 644 4618 05:00 PM 26 258 0 0 284 15 95 7 55 172 50 619 23 0 692 102 94 0 0 196 1344 05:15 PM 26 253 0 0 279 9 77 20 46 152 51 627 17 0 695 101 90 0 0 191 1317 05:30 PM 24 261 0 0 285 19 74 17 64 174 51 592 19 0 662 102 82 0 0 184 1305 05:45 PM 21 229 0 0 250 7 74 20 42 143 40 603 17 0 660 101 63 0 0 164 1217 Total 97 1001 0 0 1098 50 320 64 207 641 192 2441 76 0 2709 406 329 0 0 735 5183 Grand Total 175 1962 0 0 2137 107 642 122 365 1236 388 4507 154 0 5049 740 639 0 0 1379 9801 Apprch % 8.2 91.8 0.0 0.0 8.7 51.9 9.9 29.5 7.7 89.3 3.1 0.0 53.7 46.3 0.0 0.0 Total % 1.8 20.0 0.0 0.0 21.8 1.1 6.6 1.2 3.7 12.6 4.0 46.0 1.6 0.0 51.5 7.6 6.5 0.0 0.0 14.1 US 19 Southbound SUNSET POINT ROAD Westbound US 19 Northbound SUNSET POINT ROAD Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Ri ht MR App. Total r can i vui i i Vu i V-V V nn to VJ.Yo nn - rcan i Ul i Intersection 05:00 PM Volume 97 1001 0 0 1098 50 320 64 207 Percent 8.8 91.2 0.0 0.0 7.8 49.9 10.0 32.3 05:00 Volume 26 258 0 0 284 15 95 7 55 Peak Factor High Int. 05:30 PM 05:30 PM Volume 24 261 0 0 285 19 74 17 64 Peak Factor 0.963 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:45 PM 05:00 PM Volume 94 1040 0 0 1134 50 320 64 207 Percent 8.3 91.7 0.0 0.0 7.8 49.9 10.0 32.3 High Int. 04:45 PM 05:30 PM Volume 18 268 0 0 286 19 74 17 64 Peak Factor 0.991 ORIGINAL RECEIVED y: 2 8 2006 PLANNING (DEPARTMENT CITY OF CLEARWATER File Name : us19&sunsetpt Site Code : 00006186 Start Date : 6/13/2006 Page No : 1 406 329 0 0 735 55.2 44.8 0.0 0.0 102 94 0 0 196 05:00 PM 102 94 0 0 196 0.938 05:00 PM 04:45 PM 641 192 2441 76 0 2709 397 345 0 0 742 7.1 90.1 2.8 0.0 53.5 46.5 0.0 0.0 05:15 PM 05:00 PM 174 51 627 17 0 695 102 94 0 0 196 0.921 0.974 0.946 Int. Total 5183 1344 0.964 Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear r,miins Printed- Hoaw \/ohirloc File Name : us19&sunsetpt Site Code : 00006186 Start Date : 6/13/2006 Page No : 1 US 19 SUNSET POINT ROAD US 19 SUNSET POINT ROAD " Southbound Westbound Northbound Eastbound Sta Time Left Thru Right RTOR A .Total Left Thru Right RTOR App . Total Left Thru Right RTOR A .Total Left Thru Right RTOR App . Total Int. Total 04:00 PM 1 6 0 0 7 1 3 0 1 5 0 14 1 0 15 2 0 0 0 2 29 04:15 PM 1 1 0 0 2 0 0 0 0 0 0 9 0 0 9 1 6 0 0 7 18 04:30 PM 0 7 0 0 7 1 2 0 0 3 1 6 0 0 7 1 1 0 0 2 19 04:45 PM 0 10 0 0 10 0 1 0 2 3 0 13 0 0 13 3 1 0 0 4 30 Total 2 24 0 0 26 2 6 0 3 11 1 42 1 0 44 7 8 0 0 15 96 05:00 PM 0 1 0 0 1 0 3 0 1 4 1 7 0 0 8 0 0 0 0 0 05:15 PM 0 7 0 0 7 0 1 0 0 1 1 5 1 0 7 0 1 0 0 1 05:30 PM 0 6 0 0 6 0 0 0 0 0 3 7 0 0 10 0 0 0 0 0 05:45 PM 1 3 0 0 4 0 0 0 0 0 0 9 0 0 9 1 1 0 0 2 Total 1 17 0 0 18 0 4 0 1 5 5 28 1 0 34 1 2 0 0 3 Grand Total 3 41 0 0 44 2 10 0 4 16 6 70 2 0 78 8 10 0 0 18 Apprch % 6.8 93.2 0.0 0.0 12.5 62.5 0.0 25.0 7.7 89.7 2.6 0.0 44.4 55.6 0.0 0.0 Total % 1.9 26.3 0.0 0.0 28.2 1.3 6.4 0.0 2.6 10.3 3.8 44.9 1.3 0.0 50.0 5.1 6.4 0.0 0.0 11.5 " US 19 Southbound SUNSET POINT ROAD Westbound US 19 Northbound SUNSET POINT ROAD Eastbound Sta Time Left Thru Right RTOR App. Total Left Thru Ri ht RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR A .Total rCtlR nuul MUM u9.uu rlVl N UJ.YU r1V1 - rCGR I UI I Intersection 04:00 PM Volume 2 24 0 0 26 2 6 0 3 11 1 42 1 0 44 7 8 0 0 15 Percent 7.7 92.3 0.0 0.0 18.2 54.5 0.0 27.3 2.3 95.5 2.3 0.0 46.7 53.3 0.0 0.0 04:45 Volume 0 10 0 0 10 0 1 0 2 3 0 13 0 0 13 3 1 0 0 4 Peak Factor High Int. 04:45 PM 04:00 PM 04:00 PM 04:15 PM Volume 0 10 0 0 10 1 3 0 1 5 0 14 1 0 15 1 6 0 0 7 Peak Factor 0.650 0.550 0.733 0.536 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM 04:00 PM 04:00 PM 04:00 PM Volume 2 24 0 0 26 2 6 0 3 11 1 42 1 0 44 7 8 0 0 15 Percent 7.7 92.3 0.0 0.0 18.2 54.5 0.0 27.3 2.3 95.5 2.3 0.0 46.7 53.3 0.0 0.0 High Int. 04:45 PM 04:00 PM 04:00 PM 04:15 PM Volume 0 10 0 0 10 1 3 0 1 5 0 14 1 0 15 1 6 0 0 7 Peak Factor 0.650 0.550 0.733 0.536 ORIGINAL RECEIVED 2.8 2006 PLANNING otPA7TMENT CIT'? Of CLEARMVATER 13 16 16 15 60 156 Int. Total 96 30 0.800 Turning Movement Count Adams Traffic (813) 763-7763 City/County: Clearwater/Pinellas Weather: Clear File Name : us19&sunsetpt Site Code : 00006186 Start Date : 6/13/2006 Page No : 1 US 19 SUNSET POINT ROAD US 19 SUNSET POINT ROAD Southbound Westbound Northbound Eastbound Start Time Left Thru Fight RTOR App . Total Left Thru Right RTOR A . Total Left Thru Ri ht RTOR Ap p. Total Left Thru Right RTOR Ap p. Total Int. Total 04:00 PM 2 0 0 0 2 1 0 0 0 1 10 0 0 0 10 0 0 0 0 0 13 04:15 PM 2 0 0 0 2 1 0 0 0 1 12 0 0 0 12 0 0 0 0 0 15 04:30 PM 3 0 0 0 3 1 0 0 0 1 8 0 0 0 8 0 0 0 0 0 12 04:45 PM 3 0 0 0 3 0 0 0 0 0 11 0 0 0 11 0 0 0 0 0 14 Total 10 0 0 0 10 3 0 0 0 3 41 0 0 0 41 0 0 0 0 0 54 05:00 PM 2 0 0 0 2 2 0 0 0 05:15 PM 1 0 0 0 1 0 0 0 0 05:30 PM 4 0 0 0 4 0 0 0 0 05:45 PM 4 0 0 0 4 1 0 0 0 Total 11 0 0 0 11 3 0 0 0 Grand Total 21 0 0 0 21 6 0 0 0 Apprch % 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 Total % 23.9 0.0 0.0 0.0 23.9 6.8 0.0 0.0 0.0 2 5 0 0 0 5 0 0 0 0 0 0 3 0 0 0 3 2 0 0 0 2 0 5 0 0 0 5 0 0 0 0 0 1 5 0 0 0 5 0 0 0 0 0 3 18 0 0 0 18 2 0 0 0 2 6 59 0 0 0 59 2 0 0 0 2 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 6.8 67.0 0.0 0.0 0.0 67.0 2.3 0.0 0.0 0.0 2.3 US 19 SUNSET POINT ROAD US 19 SUNSET POINT ROAD Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht RTOR A . Total Left Thru Ri ht RTOR App. Total Left Thru Right RTOR App. Total Left Thru Ri ht RTOR App. Total M Intersection -04:00 PM V V ~ V Volume 10 0 0 0 10 3 0 0 0 3 41 0 0 0 41 0 0 0 0 0 Percent 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 04:15 Volume 2 0 0 0 2 1 0 0 0 1 12 0 0 0 12 0 0 0 0 0 Peak Factor High Int. 04:30 PM 04:00 PM 04:15 PM 3:45:00 PM Volume 3 0 0 0 3 1 0 0 0 1 12 0 0 0 12 Peak Factor 0.833 0.750 0.854 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM 04:15 PM 04:00 PM 04:30 PM Volume 11 0 0 0 11 4 0 0 0 4 41 0 0 0 41 2 0 0 0 2 Percent 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 High Int. 05:30 PM 05:00 PM 04:15 PM 05:15 PM Volume 4 0 0 0 4 2 0 0 0 2 12 0 0 0 12 2 0 0 0 2 Peak Factor 0.688 0.500 0.854 0.250 ORIGINAL RECEIVED .! 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 9 6 9 10 34 88 Int. Total 54 15 0.900 Turning Movement Count Adams Traffic File Name : frontage&sunsetpt (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 Gmuns Printed- Passenner Vehicles - Heaw Vehicles - I 1-Turns FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Total Frontage Thru Right RTOR App. Total Left Thru Onto Onto App. Total Int. Total Frontage Frontage 04:00 PM 28 130 46 1 205 14 0 0 0 14 0 0 2 40 42 261 04:15 PM 21 109 44 1 175 13 0 0 0 13 0 0 3 34 37 225 04:30 PM 23 111 45 2 181 4 0 0 0 4 0 0 1 33 34 219 04:45 PM 21 116 53 3 193 16 0 0 0 16 0 0 7 31 38 247 Total 93 466 188 7 754 47 0 0 0 47 0 0 13 138 151 952 05:00 PM 24 164 49 3 240 18 0 0 0 18 0 0 17 29 46 304 05:15 PM 16 131 39 0 186 18 0 0 0 18 0 0 3 29 32 236 05:30 PM 21 165 55 0 241 14 0 0 0 14 0 0 1 40 41 296 05:45 PM 16 128 59 0 203 25 0 0 0 25 0 0 2 36 38 266 Total 77 588 202 3 870 75 0 0 0 75 0 0 23 134 157 1102 Grand Total 170 1054 390 10 1624 122 0 0 0 122 0 0 36 272 308 2054 Apprch % 10.5 64.9 24.0 0.6 100.0 0.0 0.0 0.0 0.0 0.0 11.7 88.3 Total % 8.3 51.3 19.0 0.5 79.1 5.9 0.0 0.0 0.0 5.9 0.0 0.0 1.8 13.2 15.0 FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Total Frontage F Thru Right RTOR App. Total Left Thru Onto Onto App. Total Int. Total Frontage Frontage reaK mour rrom u4:uu rM io uo:4o rivi - reaK -I Of -I Intersection 05:00 PM Volume 77 588 202 3 Percent 8.9 67.6 23.2 0.3 05:00 Volume 24 164 49 3 Peak Factor High Int. 05:30 PM Volume 21 165 55 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 77 588 202 3 Percent 8.9 67.6 23.2 0.3 High Int. 05:30 PM Volume 21 165 55 0 Peak Factor ORIGINAL RECEIVED 2 8 2006 PLANNING AmEw r1TV rVc r14 CACA*YM• zft 870 75 0 0 0 75 0 0 23 134 157 1102 100.0 0.0 0.0 0.0 0.0 0.0 14.6 85.4 240, 18 0 0 0 18 0 0 17 29 46 304 0.906 05:45 PM 05:00 PM 241 25 0 0 0 25 0 0 17 29 46 0.902 0.750 0.853 05:00 PM 04:45 PM 870 75 0 0 0 75 0 0 28 129 157 100.0 0.0 0.0 0.0 0.0 0.0 17.8 82.2 05:45 PM 05:00 PM 241 25 0 0 0 25 0 0 17 29 46 0.902 0.750 0.853 fm, ow an fm so IM am so M low ?? im. so am, No, IMI IM Turning Movement Count Adams Traffic File Name : frontage&sunsetpt (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 Grouns Printed- Passenger Vehicles FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RT OR App. Total Frontage Thru Right RTOR App. Total Left Thru Onto Onto App. Total Int. Total Frontage Frontage 04:00 PM 15 127 44 1 187 14 0 0 0 14 0 0 2 38 40 241 04:15 PM 10 105 42 1 158 12 0 0 0 12 0 0 3 32 35 .205 04:30 PM 10 106 44 2 162 4 0 0 0 4 0 0 1 32 33 199 04:45 PM 7 114 50 3 174 16 0 0 0 16 0 0 6 30 36 226 Total 42 452 180 7 681 46 0 0 0 46 0 0 12 132 144 871 05:00 PM 11 164 47 3 05:15 PM 6 127 38 0 05:30 PM 5 161 52 0 05:45 PM 11 126 59 0 Total 33 578 196 3 Grand Total 75 1030 376 10 Apprch % 5.0 69.1 25.2 0.7 Total % 3.9 53.9 19.7 0.5 225 18 0 0 0 171 18 0 0 0 218 14 0 0 0 196 24 0 0 0 810 74 0 0 0 1491 120 0 0 0 100.0 0.0 0.0 0.0 78.1 6.3 0.0 0.0 0.0 18 0 0 17 27 44 287 18 0 0 3 29 32 221 14 0 0 1 40 41 273 24 0 0 2 36 38 258 74 0 0 23 132 155 1039 120 0 0 35 264 299 1910 0.0 0.0 11.7 88.3 6.3 0.0 0.0 1.8 13.8 15.7 FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Total Frontage Thru Right RTOR App. Total Left Thru Onto Onto App. Total Int. Total Frontage Fronta e reaK Hour From 04:00 rM io 05:45 rivi - reaK -1 or -1 Intersection 05:00 PM Volume 33 578 196 3 Percent 4.1 71.4 24.2 0.4 05:00 Volume 11 164 47 3 Peak Factor High Int. 05:00 PM Volume 11 164 47 3 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 05:00 PM Volume 33 578 196 3 Percent 4.1 71.4 24.2 0.4 High Int. 05:00 PM Volume 11 164 47 3 Peak Factor ORIGINAL RECEIVED 8 2006 PLANNIIh't,:jo '!Vt 810 74 0 0 0 74 0 0 23 132 155 100.0 0.0 0.0 0.0 0.0 0.0 14.8 85.2 225 18 0 0 0 18 0 0 17 27 44 05:45 PM 05:00 PM 225 24 0 0. 0 24 0 0 17 27 44 0.900 0.771 0.881 05:00 PM 810 74 0 0 0 100.0 0.0 0.0 0.0 05:45 PM 225 24 0 0 0 0.900 05:00 PM 74 0 0 23 132 0.0 0.0 14.8 85.2 05:00 PM 24 0 0 17 27 0.771 155 44 0.881 1039 287 0.905 OR 9W W am a AW so - so 4", M M 111110. oft am am - IM Turning Movement Count Adams Traffic File Name : frontage&sunsetpt (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 (,miin-, Printarl- Haaw Vahirloc FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Total Frontage Thru Right RTOR App. Total left Thru Onto Onto App. Total Int. Total Frontage Frontage 04:00 PM 2 3 2 0 7 0 0 0 0 0 0 0 0 2 2 9 04:15 PM 0 4 2 0 6 1 0 0 0 1 0 0 0 2 2 9 04:30 PM 0 5 1 0 6 0 0 0 0 0 0 0 0 1 1 7 04:45 PM 2 2 3 0 7 0 0 0 0 0 0 0 1 1 2 9 Total 4 14 8 0 26 1 0 0 0 1 0 0 1 6 7 34 05:00 PM 1 0 2 0 3 0 0 0 0 05:15 PM 0 4 1 0 5 0 0 0 0 05:30 PM 1 4 3 0 8 0 0 0 0 05:45 PM 0 2 0 0 2 1 0 0 0 Total 2 10 6 0 18 1 0 0 0 Grand Total 6 24 14 0 44 2 0 0 0 Apprch % 13.6 54.5 31.8 0.0 100.0 0.0 0.0 0.0 Total % 10.9 43.6 25.5 0.0 80.0 3.6 0.0 0.0 0.0 0 0 0 0 2 2 5 0 0 0 0 0 0 5 0 0 0 0 0 0 8 1 0 0 0 0 0 3 1 0 0 0 2 2 21 2 0 0 1 8 9 55 0.0 0.0 11.1 88.9 3.6 0.0 0.0 1.8 14.5 16.4 FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Total Frontage I Thru Right RTOR App. Total Left Thru ? Onto Onto App. Total Int. Total - Frontage Frontage r can f 1UU1 Will VY.v r1Vl lU UL1.YU rlVI - roan 1 VI I Intersection 04:00 PM Volume 4 14 8 0 Percent 15.4 53.8 30.8 0.0 04:45 Volume 2 2 3 0 Peak Factor High Int. 04:00 PM Volume 2 3 2 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:00 PM Volume 4 14 8 0 Percent 15.4 53.8 30.8 0.0 High Int. 04:00 PM Volume 2 3 2 0 Peak Factor ORIGINAL RECEIVED n C r 2, 8 2006 PLANNIt413 DWAMENT CITV OF CLEAVIA 26 1 0 0 0 1 0 0 1 6 7 34 100.0 0.0 0.0 0.0 0.0 0.0 14.3 85.7 7 0 0 0 0 0 0 0 1 1 2 9 0.944 04:15 PM 04:00 PM 7 1 0 0 0 1 0 0 0 2 2 0.929 0.250 0.875 04:00 PM 04:00 PM 26 1 0 0 0 1 0 0 1 6 7 100.0 0.0 0.0 0.0 0.0 0.0 14.3 85.7 04:15 PM 04:00 PM 7 1 0 0 0 1 0 0 0 2 2 0.929 0.250 0.875 am ? qw' .go ow 1W sm, 4W Ili Turning Movement Count Adams Traffic File Name : frontage&sunsetpt (813) 763-7763 Site Code : 00006186 City/County: Clearwater/Pinellas Start Date : 6/15/2006 Weather: Clear Page No : 1 rmunc Printarl- l l-Turns FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Tota l Frontage Thru Right RTOR App. Total Left Thru Onto Onto App. Total Int. Total Frontage Frontage 04:00 PM 11 0 0 0 11 0 0 0 0 0 0 0 0 0 0 11 04:15 PM 11 0 0 0 11 0 0 0 0 0 0 0 0 0 0 11 04:30 PM 13 0 0 0 13 0 0 0 0 0 0 0 0 0 0 13 04:45 PM 12 0 0 0 12 0 0 0 0 0 0 0 0 0 0 12 Total 47 0 0 0 47 0 0 0 0 0 0 0 0 0 0 47 05:00 PM 12 0 0 0 12 0 0 0 0 05:15 PM 10 0 0 0 10 0 0 0 0 05:30 PM 15 0 0 0 15 0 0 0 0 05:45 PM 5 0 0 0 5 0 0 0 0 Total 42 0 0 0 42 0 0 0 0 Grand Total 89 0 0 0 89 0 0 0 0 Apprch % 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 12 0 10 0 15 0 5 0 42 01 89 0.0 FRONTAGE ROAD SUNSET POINT ROAD SUNSET POINT ROAD Southbound Westbound Eastbound Left Onto Right RTOR Start Time Left Thru Right RTOR App. Total Frontage Thru Right RTOR App. Total Left Thru Onto Onto App. Total Int. Total Fronta a Fronta e rcan IUW rlUlll VY.VU r1 V1 W VJ.YU rlVI - rean 1 UI 1 Intersection 04:45 PM Volume 49 0 0 0 Percent 100.0 0.0 0.0 0.0 05:30 Volume 15 0 0 0 Peak Factor High Int. 05:30 PM Volume 15 0 0 0 Peak Factor Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 By Approach 04:45 PM Volume 49 0 0 0 Percent 100.0 0.0 0.0 0.0 High Int. 05:30 PM Volume 15 0 0 0 Peak Factor 49 0 0 0 0 0 0.0 0.0 0.0 0.0 15 0 0 0 0 0 3:45:00 PM 15 0.817 04:00 PM 49 0 0 0 15 - - - 0.817 ORIGINAL RECEIVED 2.8 2006 PLANNING DEPARTMENT Cry OF CLEARWATER 0 0 0 0 0 49 0.0 0.0 0.0 0.0 0 0 0 0 0 15 0.817 3:45:00 PM 04:00 PM 0 0 0 0 0 0 0 1 1 Florida Department of Transportation District District Construction MS 7=1100 11201 N. McKinley Drive Tampa, FL 33612 (813) 975-6016 FAX (813) 975-6278 DATE: ?fj3 /a 0 7( TO: Al Alf OF: FAX NUMBER: # OF PAGES: (Including cover FROM: /'- t 1 1 r -FM i'T I C- . U/p.1 PHONE NUMBER: (?1.3 MESSAGE: b,' • ,A ca .67 H41r- C. ORIGINAL RECEIVED DEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 07 O CO 0 f? O 3 yA? 1N3VYIdV W121dd3® 9NI NINNVI EXISTING S I GAIA?, I ZA T I ON RED(} 213 d310 JO &13 NHId 9002 8 z o3j, a3A1303d @ SURVEY IlAro. ._ 1VN19R10 28 PFF?. PED, a RECk o FLAB ? n : u? m z^ oN N - u ?a J ti A4T6 Ll ??'FS?ACD,Og Fife 7 CONTROLLER TIMINGS Lin" Fie LF' t 630-?-15 _ ? ?hd d67 Cr .j D r--a o_r_r •[? Q 90 LF ' e5a © r r ? IA J 6R 1 r i eD LF r I 1 r l i I j j BRIDGE-MOUNT CONDUIT LgYOI fimbor ?m Florida Department of Transportation District 1 District Construction MS 7-1100 11201 N. McKinley Drive Tampa, FL 33612 (813) 975-6016 FAX (813) 975-6278 DATE: z/J l ? 04 / 1? TO: l I/??/yl f/,j of 0- I t FAX NUMBER: # OF PAGES: (Including cover-sheet) FROM: -7-M1cf1,c Op,? PHONE NUMBER: MESSAGE: MRS -K T, t, ` rG AIA AM ? i ORIGINAL RECENED MEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER OW ow Florida Department of Transportation District 7 Traffic Engineering SIGNAL TIMING SHEET Location : US 19 @ Coachman Section ID: Controller: Gaut. Authority: FDOT Date: 11312606 =:Illf2lk lu- . :... . , a ... ................ 01tE [?,.,.:....,:.....: v.. ..... >.,...<:.?5.,.:.:.,•: K.K ,:., ....._CAIN:.?:... ..:.. . ..... :.. ::-:.. F?`.•,:.. .:...Cry... .. :R1??-r:• , - R4L•O(c':t ::I?Ll4lt:ElE =Y.K'z;. .?...?:?- :I?. ?1,.: .ff??:.'?:"; NBLT 1 4 3.0 4.0 4.0 25 MAX .:; MAX SB14outsid 3 4 3.0 4-0 4.0 15 MAX ..:za MAX SBLT(inside) 5 4 3.0 4.0 4.0 25 MAX ......................... .......... .:::........ .....&,..:. :..x....... .....3.0...... ',U:.;:. .S:Q%•>:s. ? MAX ::::..;:..:.........: MAX Comments: Overlap Calls All timings obtained from the controller cabinet' OLA= 0 WA 1-3-06 Minor adjustments to splits in the 211 pattem. OLB = 0 MA OLC = 0 MA OLD = 0 NIA Prepared By: Jill wehle Date: 3-Jan-0e 0 "a :? Z C-7 Z OZ M C--) mp 0 ;ND ? m 00 M Z v? ? ® § cry M m M Z y Page t 0' Mid, AW,,nenlff8ia.0W'on t 7 EndlW ? OW "W 00 Location : US 19 a Coachmen Date: 3-Jan-06 SIGNAL TIMING SHEET O # Movement p1= NBLT fat= SST 03= SBL(ogt P14= WB 05=S9LT(lnsldB) H6= NOT 08= EB OLA= 0 ILIA OLB= 0 NIA OLC- 0 NIA M-F 06:00 3 1 44 M-F 09:00 2 1 19 M-F 15:00 3 2 44 M-F 19:00 2 1 19 M-F 00:00 1 1 31 OLD= S NIA a :>x ._ _ea.>. t ........ :> c..... °o?.. ... 31 19 44 #2? 44 c[a4:>::_i >-w:u Off-.:1' 31% 11% 20% tf2' 20% Page, 2 ORIGINq REc`I`AYED 2 8 2006 PLANNING OtrHkTMENT C1TY OF CLEARWATER 061: ...:.: .....?... 100 175 220 so Florida Department of Transportation District 7 Traffic Engineering SIGNAL TIMING SHEET Location : US 19 @ Sunset Section I D.- Controller: Govt Authority: FDOT Date: 23-Feb-06 Y:EI?;a . . X12. : ..?:.. ,,._, .. ; _ NBLT 1 4 3.0 4.0 4.Q 25 MAX T MAX SBL(outsid 3 4 3.0 4.0 4.0 15 MAX MAX SBLT(1nslde) 5 4 3.0 4.0 4.0 25 MAX y ............:... : ..........:..::..::: R_ ...... ....:. >s;< MAX Overlap Calls OLA = 0 WA OLS = 0 WA OLC = 0 N/A OLD = 0 WA Prepared By: ORIGINAL RECEIVED - 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Comments: All timings obtained from the controller cabinet"` 2-23-06 Minor adjustments to splits in pm peek pattern. Jill Wehle Date: 23-Feb-06 Page 1 Im so oft ? I' Location : US 19 (a) Sunset Date: 23-Feb-06 0# Movement 01= NBLT 02= SBT 03= SBL{out: 04= wB 05= SBLT(ins fde) 06= NBT 08= ED OLA= 0 NIA OLE^ 0 NIA OLC= 0 NIA OLD= 0 NIA ORIGINAL RECEIVED PE' r,* 8 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 100 175 220 P3eB 2 mmMrida mePi!!0i'ra ion at 710m EndRWing SIG NAL TINT NG SHEET t 1 D i A APPENDIX E INTERSECTION ANALYSIS WORKSHEETS ORIGINAL RECEIVED CEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 t t t t f] r EXISTING TRAFFIC CONDITIONS ORIGINAL RECEIVED CEC 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP 2006 Existing 1: Sunset Point Road & SB Frontage Road 9/25/2006 Movement EBL EBT EBR WBL WBT WBR NBL NBT -_N_ BR SBL- ? SBT SBR Lane Configurations ( 1900 1900 1900 1900 1 0 900 1900 900 1900 1900 1 00 900 ' Lost time (s) Total 4 0 4 0 4 0 0 40 4 0 _ Factor Lane Util 97 0 0 95 1 00 1 00 0 95 - -- 1.00 -0.95 _ . . . . . . _ Frt 1.00 1.00 0.85 1.00 1_00 1.00 0.96 F1t Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3433 3539 1583 1770 3539 1770 3402 Flt Permitted 0.13 1.00 1.00 0.52 1.00 6.95 1.00 S Satd. Flow (( (perm) Volume vph 482 426 3539 368 1583 166 962 60 3539 347 0 0 1770 0 0 255 3402 623 217 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 463 400 180 65 377 0 0 0 0 277 677 236. - RTOR Reduction (vph) 0 - 0 --- 155 0 0 0 0 0 0 0 16 0 Lane Group Flow (vph) 463 400 25 65 377 0 0 0 0 277 897 6 Turn Type Perm Perm Perm custom Protected Phases Permitted Phases 2 2 2 6 6 4 48 Actuated Green, G (s) 26.0 26.0 26.0 20.0 20.0 14.0 110.0 Effective Green, g (s) 30.0 30.0 30.0 24.0 24.0 - 18.0 110.0 Actuated g/C Ratio 0.14 0.14 0.14 0.11 0.11 . 0.08 0.50 Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) Ws Ratio Prot 66 483 0.11 216 105 386 c0.11 145 1701 c0.26 v/s Ratio Perm c0.96 0.02 0.07 c0.16 v/c Ratio 7.02 0.83 0.11 0.62 0.98 1.91 0.53 Uniform Delay, d1 95.0 92.5 83.3 93.6 97.7 101.0 37.3 Progression Factor 1.00 1.00 1.00 0.68 0.65 1.00 1.00 _ Incremental Delay, d2 2738.3 11.2 0.2 1.0 9.0 434.2 0.3 Delay (s) Level of Service 2833.3 F 103.7 F 83.6 F 64.4 E 73.0 E 535.2 F 37.6 D Approach Delay (s) 1 311.9 71.7 0.0 153.5 Approach LOS F E A F Intersection Summary HCM Average Control Delay 591.6 HCM Level of Service F HCM Volume to Capacity ratio 1.93 Actuated Cycle Length (s) 220.0 Sum of lost time (s) 56.0 Jntersection Capacity U tilization 55.9% I CU Leve l of Service B - Analysis Period (min) 15 c Critical Lane Group Baseline RECEIVED Synchro 6 Report CPH Engineers Inc CEC 2 8 2006 Page 1 PLANNING DEPARTMENT CITY OF CLEARWATER 2006 Existing 2: Sunset Point Road & SB US 19/ NBFR & NBUS19 9/25/2006 Movement t EBL: -. EBT - -,V EBR e WBL ~ _ WBT 4-_ WBR 4% NBL t NBT /0? NBR ?? SBL : -SBT_ PSBR Lane Configurations F ?? tti? tt Ildeal. Flow (v'phpl) -' Total Lost time (s) 1900 4.0 1900 4.0 1900 1900 4.0 1900 4.0 1900 4.0 1900 4.0 1900 4.0 1900 1900 4.0 1900 4.0 1900 Lane Util. Factor 0.97 0.95 _ 1.00 0.95 1.60 -- 1.00 0.91 1.00 045 ] FrI 1.00 1.00 1.00 1.00 0.85 1.00 0.99 1.00 1.00 FIt Protected Satd. Flow (prot) 0.95 3433 1.00 3539 0.95 1770 1.00 3539 1.00 1583 6.95 1770 11.60 5 059 - 0.95 1770 1.00 3539 Flt -Perm- 6.13 1.60 0.52 1.00 1.00 6.95 . 1.00 0.20 1.00 Satd. Flow (perm) 482 3539 962 3539 1583 1770 5059 373- 3539 Volume (vph) 426 368 0 60 347 280 284 2548 90 121 1128 0 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj, Flow (vph) 463 400 0 65 .377 304 309 2770 98 132 1226' 6 RTOR Reduction (vph) 0 0 0 0 0 203 0 2 0 0 0 0 'La6e Group Flow (vph) 463 400 0 65 377 101 309 2866 _._ 0 132 1226 0 Turn Type Perm Perm Perm Prot custom Protected Phases Permitted Phases 2 2 6 6 6 1 5 18 5 8 Actuated Green, G (s) 26.6 26.6 26.6 26.6 20.0 36.0 108.6 20.6 88.0 Effective Green, g (s) Actuated g/C Ratio - - 30.0 0.14 30.0 0.14 24.0 0.11 24.0 0.11 24.0 0.11 36.0 0.16 108.0 0.49 20.0 0.09 88.0 0.40 Clearance Time (s) _. 8.0 8.0 - - 8.0 8.0 8.0 4.0 4.0 Vehicle Extension (s) - 3.0 3.0 3.0 3.0 3.0 3.0 3.0 1 Lane Grp Cap (vph) v_%s Ratio Prot 66 483 0.11 105 386 c0.11 173 290 0.17 2484 c0.57 34 1416 0.35 - v/s Ratio Perm - c0.96 0.07 0.06 c0.35 v/c Ratio 7.02 0.83 0.62 0.98 0.58 1.07 1.15 3.88 0.87 . Uniform -- - D eelay-,- - d1 95.0 92.5 _ 93.6 97.7 93.2 92.0 56.0 100.0 60.6 Progression Factor 0.70 0.70 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2714.1 2.8 10.4 39.2 4.9 71.3 74.3 1364.8 5.8 Delay (s) Level of Service 2781.1 F 67.9 E 104.0 F 137.0 F 98.2 F 163.3 F 130.3 F 1464.8 F 66.4 E ; Approach Delay (s) 1 523.5 118.3 133.5 202.3 Approach LOS F F F F Intersection _Summary -T - i HCM Average Control Delay 342.1 HCM Level of Service F HCM Volume to Capacity ratio 2.40 - --- - ----- Actuated Cycle Length (s) - 220.0 - S - um of lo st time (s) 38.0 - Ilntersection Capacity U tilization 93.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ORIGINAL RECEIVED Baseline C 2 8 2006 Synchro 6 Report CPH Engineers Inc PLANNING DEPAKIMENT CITY OF CLEARWATER P age 2 f 2006 Existing 1: NE Coachman Road & SB Frontage Road 9/25/2006 Movement EBL - EBT EBR WBL WBT' WBR NBL NBT NBR SBL SBT SBR, Lane Configurations +? ?? ?, Ideal Flow (v0p9Y _1900 1900 1900 W1900 1900 1900 .1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 _ 1.00 - 1.00 _ 1.00 1.00 - 1:00 0.95 _ Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.97 Flt Protected _ 0.95 1.00 1.00 _ 0.95 1.00 0.95 1.00 Satd. Flow (prof) 3433 1863 1583 1770 1863 1770 3435 FFIIt Permitted ^ - 0.10 1.00 1.00 T0.63 1.00 0.95 1.00 ' Said. Flow (perm) 361 1863 1583 1180 1863 1770 3435 Volume v h 200 182 42 24 202 0 0 0 0 141 621 152 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 217 198 46 26 220 0 0 0 0 153 675 165, RTOR Reduction (vph) 0 0 -38 - 0- 0 - 0 0 0 0 0 - 9 0 Lane Group Flow (vph) 217 198 8 26 220 0 0 0 0 153 831 0 Turn Type Perm Perm Perm custom Protected Phases - .- - - - 2 6 1 8 Permitted Phases 2 2 6 1 Actuated Green, 6(s) 36.0 36.0 36.0 21.0 21.0 10.5 136.5 Effective Green, g (s) 40.0 40.0 40.0 25.0 25.0 10.0 136.0 Actuated /C Ratio T 0.18 0.18 0.18 0.11 01 0.04 0.60 _ Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 3.5 Vehicle Extension (s) 3.0 3.0 10 3.0 3.0 3.0 Lane Grp Cap (vph) 64 331 281 131 207 79 2076 v/s Ratio Prot 0.11 c0.12 c0.24 __ __ _ v/s Ratio Perm - c0.60 - 0.01 0.02 - c0.09 _ W6 Ratio _ 3.39 0.60 0.03 020 1.06 1.94 0.40 Uniform Delay, d1 - 92.5 85.1 76.5 _ - 100.0 107.5 23.2 Progression Factor 1.00 1.00 1.00 - 0.62 0.62 0.57 1.00 1.00 Incremental Delay, d2 1114.3 7.8 0.2 0.3 38.1 464.3 0.1 Delay-(s) 1206.8 92.9 76.6 57.0 - 94.8 571.8 23.3 Level of Service F F E E F F C Approach Delay (s) 615.6 90.8 0.0 101.8 Approach LOS F F A F FIntersection Summary HCM Average Control Delay 243.1 HCM Level of Service F HCM Volume to Capacity ratio 1.17 Actuated Cycle__Length (s) 225.0 S um of lost time (s) 28.0- . _ pntersection Capacity U tilization 48 .4% ICU Level of Service_ A Analysis Period (min) _ 15 c Critical Lane Group _- ?. . _ _ f ORIGINAL RECEIVED : C 2, 8 2006 E PLANNING DEPARTMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 3 2006 Existing 2: NE Coachman Road & SB U1 19 & NBFR/NBUS19 9/25/2006 --* -•-V f? 4% t /0 1 l W WBL WBT WBR NBL NBT NBR SBL SBT_ rnSBR Lane Configurations t r tO I tt Ideal Flow v h I 1900 1900 1900 1900 1900 _ - 1900 . 1900 -- - 1900 1900 - 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4 .0 4.0 4.0 4 0 4.0 4.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 106 0.91 1.00 0.95 Frt 1.00 1.00 1.00 1.00 0.85 1.00 _ 0.99 1.00 1.00 -It -Protected- --._ 0.95 __..T_ 1.00 - - --0. -- 95 - - - 1.00 - -- . 1.00 0.95 - - 1.00 - -- 0.95- 1.00 Satd. Flow (prot) 3433 1863 1770 1863 1583 1770 5051 1770 3539 _ IFIt Permitted 0.10 1.00 0.63 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) Volume (vph) 361 200 1863 182 0 1180 59 1863 202 1583 110 1770 60 5051 1903 90 1770 64 3539 1261 0 Peak-hour factor, PH F 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 _ Adj. Flow (vph) - - - 217 198 0 64 220 120 65 2068 98 70 1371 0, RTOR Reduction (vph) 0 0 -- 0 0 - 0 96 0 2 0 0 _0 0 (Lane Group Flow (vph) 217 _ 198 _ 0 64 220 24 65 2164_ 0 70 1371 6 Turn Type Perm Perm Perm Prot Prot Protected Phases 2 6_ 3 8_ 3 8 - Permitted Phases 2 6 6 Actuated Green, G s 36.0 36.0 21.0 21.0 21.6 8.5 122.5 8.5 122.5 Effective Green, g (s) 40.0 40.0 25.0 25.0 25.0 8.0 122.0 8.0 122.0 ' - Actuated g/C Ratio 0.18 0.18 - -0.11 - 0.11 0 11 - -0 04 0.54 0.04 0.54 Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 3.5 3.5 3.5 15 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) l - 64 331 - 131 207 176 - 63 - 2739 63 1919 Ws Ratio Prot _ 0.11 60. 12 0.04 c0.43 c0.04 039 v/s Ratio Perm c0.60 0.05 0.02 v/c Ratio 3.39 0.60 0.49 1.06 0.14 1.03 0.79 1.11 0.71 ' Uniform Delay, dl 92.5 85.1 94.0 100.0 90.3 108.5 41.2 108.5 38.5 Progression Factor 0.30 0.24 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1084.7 1.8 12.5 80.1 1.6 122.5 2.4 147.1 2.3 Delay (s)- 1112.4 22.0 106.4 180.1 91.9 231.0 43.7 255.6 40.8 Level of Service F C F F F F D F D Approach Delay (s) 592.1 1422 49.1 1.2 5 Approach LOS F F D . D Intersection Summary HCM Average Control Delay 108.3 HCM Level of Service F (HCM Volume to Capaci ty ratio 1.37 -- Actuated Cycle Length (s) 225.0 Sum of lost time (s) 3 0 .0 - (Intersection Capacity Utilization 72.0% . ICU Level of Service . _ _ C Analysis Period (min) 15 . c Critical Lane Group ORIGINAL RECEIVED ' C E %.# 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Baseline Synchro 6 Report ' CPH Engineers Inc Page 4 t 2006 Existing 1: Drew St & US 19 Ramp 9/2512006 4 1 -_ ' - - - - --- - - - --_-.---_-__ -. Movement EBL EBT V1/BL INB T -SEL ' NV1/L Lane Configurations ++ pdeal Flow (vphpl) _ 1900 1900 ' 1900 1900 _ 1900 1900 ] Total Lost time (s) 8.0 60 8.0 6 .0 8.0 8.0 T Lane Util. Factor 0.97 0.95 0.97 0.95 0.97 0.97 Frt 1.00 1.00 1.00 1.00 1.00 1.00 Flt Protected 0.95 too 0.95 1.00 6.95 6.95 Satd. Flow (prot) 3433 3539 3433 3539 3433 3433 Flt Permitted - 0.95 1.00 005 1.00 0.95 0.95 Satd. Flow (perm) 3433 3539 3433 3539 3433 3433 Volume (vph) 84 608 191 622 181 324 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 91 661 208 676 197 352 RT OR Reduction (vph) _ 0 0 0 0 0 0 _ Fame Group Flow (vph) 91 661 208 676 197 352 Turn Type Prot Prot custom custom (Protected Phases 5 2 1 6 Permitted Phases 3 7 ?4ctuated Green, G (s) 5.1 40.1 11.4 38.4 11.8 15.4 Effective Green, g (s) 5.1 38.1 7.4 40.4 7.8 11.4 Actuated g/C Ratio - 0.05- 0.3-8 0.07 0.40 0.08 - - 0.11 _ , Clearance Time (s) 8.0 4.0 4.0 8.0 4.0 - 4.0 Vehicle Extension (s) 3.0 3.0 3.6 3.0 3.0 3.0 Lane Grp Cap (vph) 172 1328 250 1409 264 386 v/s Ra tio Prot 0.03 0.19 c0.06 c0.19 _ v/s Ratio Perm c0.06 _ c0.10 w/c Ratio 0.53 0.50 0.83 0.48 0.75 0.91 Uniform Dela, y d1 47.0 24.4 46.4 22.7 45.9 44.6 Progression Factor 1.61 0.19 1.69 0.18 1.00 1.00 Incremental Delay, d2 2.8 0.3 19.8 0.2 10.9 25.2 Delay (s) 78.6 5.6 98.1 4.3 56.8 69.8 Level of Service E A F A E E Approach Delay (s) _ 13.9 26.4 Approach LOS B C FIntersection Summary HCM Average Control Delay 31.8 HCM Level of Service C HCM Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 101.5 Sum of lost time (s) 30.8 (Intersection Capacity Uti lization 49.8% I CU Level of Service A Analysis Period (min) 15 i Critical Lane Group Baseline RECEIVED Synchro 6 Report CPH Engineers Inc Page 1 C =?' 2, 8 2006 PLANNING DEPARTMENT ' CITY OF CLEARWATER J 1 1 1 0 1 1 2006 Existing 2: Drew Street & US 19 SB Ramp 9/25/2006 t --1. --t 'r *-- *..- ~\ t /P. IN. 4 -V WBL - VIIBT ,,-w66?NBL ._-NBT- ?NBR SBL SBT SB Lane Configurations Ott r tt tt r Ideal Flow (vphpl)_ 1900 1900 - 1900 _ 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4 0 4.0 4.0 4.0 Cane Util. Factor 0.86 1.00 0.95 0.95 1.00 Frt 1.00 0.85 1.00 1.00 0.85 Fif r f? ?-T---_- -- - _- F ow (pint)-__ -? atd - S 6408 1583 3539 - - _ 3539 1583 _ FIt Permitted T 1.06 1.00 1.00 1.00 1.00 Satd. Flow (perm) 6408 1583 _ 3539 3539 1583 Volume (vph) 0 692 137 0 946 0 0 0 0 0 323 45 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ? dj. Flow -(-v-ph) 0 752 149 0 1028 0 0 0 0 0 351 49 RTOR Reduction (vph) 0 0 90 0 0 0 0 0 0 0 0 40 Lane Group Flow (vph) 0 752 59 0 1028 0 6 0 6 6 351 _9 Turn Type Perm Perm Protected Phases 2 6 8 Permitted Phases 2 8 Actuated Green, G (s) 40.1 46.1 38.4 14.6 14.6 Effective Green, g (s) 40.1 40.1 42.4 18.6 18.6 Actuated g/C Ratio 0.40 0.40 0.42 0.18 6.18 Clearance Time (s) 4.0 4.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 10 10 3.0 3.0 Lane Grp Cap (vph) 2532 625 1478 649 290 v/s Ratio Prot 0.12 c0.29 c0.10 v/s Ratio Perm 0.04 0.01 v/6 Ratio 0.30 0.09 0.70 0.54 0.03 Uniform Delay, d1 21.0 19.3 24.3 37.6 34.0 Progression Factor 1.00 1.00 0.87 1.00 1.00 Incremental Delay, d2 0.1 0.1 1.1 0.9 0.0 Delay (s) 21.1 19.4 22.1 38.5 34.1; Level of Service C B C D C Approach Delay (s) 2 0 .8 22.1 0.0 38.0 Approach LOS . _ C C A D Intersection Summary HCM Average Control Delay - 24.3 HCM Level of Service C HCM Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 101.5 Sum of lost time (s) 36.5 Ontersection Capacity Utilization 41.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Baseline RECEIVED Synchro 6 Report CPH Engineers Inc Page 2 Cr,-- C 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2006 Existing ' 3: Drew St & US 19 NB Ramp 9/25/2006 s _10. -)v t 4% t /0. l ' _- - -' Movement EBL E BT EBR WBL WBT WBR NBL NBT - NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl)? _ -1900_ 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900. Total Lost times 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.86 1.00 0.95 0.88 Frt 1.00 0.85 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 w j _ Satd. Flow (prot) 3539 6408 1583 3539 2787 F1 Permitted 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 3539 6408 1583 3539 2787 Volume (vph) 0 780 0 0 812 213 0 427 145 0 0 0 _ Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 848 0 0 883 232 0 464 158 0 0 6 - - - RTOR Reduction (vph) 0 - 0 0 - 0 0 135 0 0 123 - 0 0 0 _ r ane Group Flow (vph) 0 848 0 0 883 97 0 464 35 0 0 0 Turn Type Perm Perm (Protected Phases 2 6 4 Permitted Phases 6 4 Actuated Green, G (s) 40.1 38.4 38.4 18.2 18.2 Effective Green, g (s) 40.1 42.4 42.4 22.2 22.2 Actuated g/C Ratio 0.40 0.42 0.42 0.22 0.22 Clearance Time (s) 4.0 _ 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3A 10 10 3.0 _ 3.0 Lane Grp Cap (vph) 1398 2677 661 774 610 v/s Ratio Prot c0.24 0.14 c0.13 v/s Ratio Perm 0.06 0.01 v/c Ratio 0.61 0.33 0.15 0.60 0.06 v - Uniform Delay, d1 - 24.4 - 20.0 18.3 35.7 31.4' , progression Factor 0.31 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.1 0.1 1.3 0.0 Delay (s) 8.3 20.0 18.4 36.9 31.4 Level of Service A C B D C Approach belay (s) _ 8.3 19.7 35.5 0.0 Approach LOS A B D A Int"errssection Summary HCM Average Control Delay 19.8 -HCM Level of Service B HCM Volume to Capacityratio 0.58 Actuated Cycle Length (s) _ 101.5 Sum of lost time (s) 36.9 (Intersection Capacity Utilization 40.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group - ORIGINAL RECEIVED ' C-C 2 8 2006 PLANNING DEPARTMENT CITY OF CLFAPWATFa Baseline Synchro 6 Report CPH Engineers Inc Page 3 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. 1 CPH Engineer's Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection SB Frontage Rd & Stag Run Blvd Jurisdiction Pinellas Count Analysis Year Existing - 2006 Project Description W13454 - Clearwater/US 19 - Existin2006 East/West Street: Stag Run Blvd North/South Street: SB Frontage Road Intersection Orientation: North-South Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 34 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 0 23 0 0 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 22 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 867 36 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Dela , Queue Len th, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R (veh/h) 23 C (m) (veh/h) 612 /c REC _IVED 0.04 95% queue length 0.12 Control Delay (s/veh) 11.1 LOS LANNIN DEPAR NI 'NT B 1 1 1 1 1 1 1 1 i 1 i i i 1 1 1 1 1 ORIGINAL RECEIVED C=c 2 8 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:28 PM t r 1 1 ?1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Intersection SB Frontage Rd & E D i A /C CPH E gi ' r veway gency o. n neer s J i di ti Pi ll C t D t P f d 7125 2 ur s c on ne as oun a e er orme 1 006 l i Y 2006 E i ti Ti P i A l i d 4 6 na s s ear ng - x s me er na ys s o - P.M. Project Description W13454 - Clearwater/US 19:Existin - 2006 East/West Street: East Driveway North/South Street: SB Frontage Road Intersection Orientation: North-South Stud Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 842 92 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 0 58 0 0 0 Percent Heavy Vehicles 0 -- -- 0 - -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 54 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 915 99 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Delay, Queue Len th, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R (veh/h) ORIG VAL 58 C (m) (veh/h) t 570 /c f`? 0 0.10 95% queue length 0.34 Control Delay (s/veh) , 12.0 LOS ' 'r Y 1 l? V, p B D 1 1 1 1 1 1 t 1 1 1 ORIGINAL RECEIVED C F-v 2 8 2006 PLANNING DEPARIMENT CJTY OF CLEARW.ATER Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:31 PM 1 t 1 t 1 it t r-? u r 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Intersection Agency/Co. CPH Engineer's Inc. Jurisdiction inellas Count f Date Performed 712512006 Analysis Year 2008 - Future Back round Analysis Time Period 4-6 P.M. Project Description W13454 - Clearwater/US 19:200 8 - Future Background East/West Street: NE Coachman Road North/South Street: South West Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 554 466 6 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR veh/h 0 615 0 0 517 6 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 1 Configuration T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 102 161 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR veh/h 0 0 0 113 0 178 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 1 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Len th and Level of Service Approach Eastbound Westbound N orthbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R (veh/h) 113 178 C (m) (veh/h) 225 558 /c 0.50 0.32 95% queue length `' 2.56 1.37 Control Delay (s/veh) -C 2, 8 2 36 36.1 14.4 LOS Q1 A41p 1 419 ;?-- 4 , ` E B kpproach Delay -- -- -1 r%#, fl l IVI C17Y OF CLEARWATER 22.9 t Copyright © 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.2 Generated: 9/14/2006 6:27 PM ORIGINAL RECEIVED C'E-u 2 8 2005 PLANNING DEPARIMENT CITY OF CLEARWATER w r TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. 1 CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection NE Coachman & SE Driveway Jurisdiction Pinellas Count Analysis Year Existing 2006 Project Description W13454 - Clearwater /US 19 :Future Total : Existing 2006 East/West Street: NE Coachman Road North/South Street: South East Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 158 511 435 75 Peak-Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR veh/h 192 623 0 0 530 91 Percent Heavy Vehicles 10 -- -- 0 - -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 1 Configuration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 43 Peak-Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR veh/h 0 0 0 0 0 52 Percent Heavy Vehicles 0 0 0 0 0 10 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 1 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue Len th, and Level of Service Approach Eastbound Westbound N orthbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R (veh/h) 192 ORIGIM AL 52 C (m) (veh/h) 922 RECEI ED 534 lc 0.21 !'?•- 0.10 ' 95% queue length 0.78 "v 4:1 U LUUU 0.32 Control Delay (s/veh) 9.9 PU NNING D PARIMEN 12.5 LOS A 77 r C Ry ATER B Is pproach Delay 12.5 /veh -- -- pproach LOS -- -- 8 Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:26 PM ORIGINAL RECEIVED 2 8 2096 PLANK DEPARTMENT CITY OF cLEARwA7ER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection North Dway & Stag Run Blvd Jurisdiction inellas Count Analysis Year Existin - 2006 Project Description W13454 - Walmart, US 19/Clearwater. Existing - 2006 East/West Street: Stag Run Blvd North/South Street: North Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 1 4 25 5 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 1 4 27 5 0 Percent Heavy Vehicles 0 -- -- 0 -- Median Type Raised curb RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 4 36 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 4 0 39 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Dela , Queue Len th, and Level of Service Approach Eastbound Westbound N orthbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 27 43 UI L z C (m) (veh/h) 1630 1062 eelveu ' lc 0.02 0.04 ?.;,a rt 95% queue length 0.05 0.13 Control Delay (s/veh) 7.2 8.5 C17Y .a "AN) RENT LOS A A k I t 1 t r r i 1 ORIGINAL RECEIVED C=C 2 81005 PLANNING DEPARTMI NT CRY OF CLEARWAT% Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:30 PM 1 1 1 t I FUTURE BACKGROUND TRAFFIC CONDITIONS t I 1 i f ORIGINAL RECEIVED CC 2 8 2006 PLANNING DEPARTIVIENI CITY OF CLEARWATER t 1 t 1 t t r t 2008 Future Background 1: Sunset Point Road & US 19 Ramp 9/25/2006 ovement EBL EBT WBL WBT SEL NWL - - ?? Lane Configurations ++ - - ++ - - - 1) - 1) - - Ildeal Flow (vphpl_ ) 1900 1900 1 900 0 0 49 _1900_ 19 00 ? Total Lost time (s) 8.0 6.0 8.0 6.0 8.0 8.0 Lane Util. Factor Lane 0.97 0.95 0.97 0.95 0.97 - - -- 0.97 Frt 1.00 1.00 1.00 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 0:95 Satd. Flow (prot) 3433 3539 3433 3539 3433 3433 Flt Permitted 0.95 1.00 0.95 1.00 0.95 6.95 j Satd. Flow (perm) 3433 3539 3433 3539 3433 3433 Volume vPh 243 583 147 360 200 251 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 264 634 160 391 217 273 RTOR Reduction (vph) 0 0 0 0 0 0 (Lane Group Flow (vph) 264 634 160 391 217 273 Turn Type Prot Prot custom custom Protected Phases 5 2 1 6 Permitted Phases 3 7 Actuated Green, G (s) 7.0 17.0 5.0 15.0 6.0 11.1 Effective Green, g -(s) 7.0 19.0 5.0 17.0 6.0 11.1 Actuated g/C Ratio 0.08 0.21 6.06 0.19 0.07 0.12 Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 i Lane Grp Cap (vph) 267 747 191 668 229 423 Ws Ratio Prot c0.08 c0.18 0.05 0.11 v/s Ratio Perm c0.06 c0.08 v/c Ratio 0.99 0.85 0.84 0.59 0.95 0.65 Uniform Delay, d1 41.5 34.1 42.1 33.3 41.8 37.6 Progression Factor 1.71 0.22 1.65 0.14 1.00 1.00 Incremental Delay, d2 45.8 7.3 24.6 1.2 44.5 3.4 Delay (s) 116.9 14.7 94.1 5.9 86.3 40.9 Level of Service F B F A F D Approach Delay (s) 44.8 31.5 _ Approach LOS D C Ilntersection Summary HCM Average Control Delay 45.1 HCM Level of Service D mm- HCM Volume to Capacity ratio 0.76 Actuated Cycle Length ( s) 90.0 Sum of lost time (s) 42.9 Intersection Capacity Ut ilization 45.8% 1 C U Level of Service A T j Analysis Period (min) 15 c Critical Lane Group ORIGINAL RECEIVED CEC 2, 8 2006 PLANNING DEI"AHIMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 1 t t t w r 1 LP r 1 1 Ll 2008 Future Background 2: Sunset Point Road & US 19 SB Ramp 9/25/2006 Movement EBL EBT, EBR WBL ?WBT WBR NBL NBT NBR SBL SBT BBR Lane Configurations Ott r r LdealFlow (yphpl) i 1900 1900 1900 1900 1900 1900 1900 . 1900 1900 1900 1900 1900 _ Total Lost time (s) 4.0 4.0 4.0 _ 4.0 4.0 Lane Util. Factor - 0.86- 1.00 0195 l 0.95 1.00 Frt 1.00 0.85 1.00 1.00 0.85 Flt Protected _ 1.60 -1-00- 1 AO W 1.00 1.00 Satd. Flow (prot) 6408 1583 3539 3539 1583 ?It Permitted 1.00 1.00 1.00 - 1.00 1.00 Satd. Flow (perm) 6408 1583 3539 3539 1583 Volume (vph) 0 826 173 0 612 0 0 0 0 0 648 226 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adl. Flow (vph) 0 898 188 0 665 0 0 0 0 0 704 246 RTOR Reduction v h 0 0 144 0 0 0 0 0 0 0 0 167 Lane Grou Flow v h 0 898 44 0 665 0 0 0 0 0 704 76 Turn Type Perm Perm Protected-Phases 2 6 8 Permitted Phases 2 8 Actuated Green, G (s) 17.6 17.0 15.6 NA 24.9 Effective Green, g (s) 21.0 21.0 19.0 28.9 28.9 Actuated g/C Ratio 0.23 0.23 0.21 0.32 0.32 - Clearance Time (s) 8.0 8.0 8.0 8.0 870 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1495 369 747 1136 508 v/s Ratio Prot - 0.14 c0.19 an v/s Ratio Perm 0.03 0.05 v/c Ratio 0.60 0.12 0.89 - 0.62 ' 0.16 U niform belay, d1 - 30.8 27.2 34.5 25.9 21.8 Progression Factor 1.00 1.00 0.81 1.00 1.00 Incremental Delay, d2 0.7 0.1 10.6 1.0 0.1 Delay (6) n4 27 .3 38.4 26.9 22.0 Level of Service C _ _ C D C C Approach Delay (sj 30.7 38.4 0.0 25.6 Approach LOS C D A C Intersection Summary - HCM Average Control Delay 30.8 HCM Level of Service C HCM Volume to capacity ratio 0.70 _ Actuated Cycle Length (s) 90.0 Sum of lost time (s) 40.1 intersection Capacity Utilization 41.5%o ICU Leve l of Service A - - - -- Analysis Period (min) 15 c Critical Lane Group ORIGINAL RECEIVED 2 8 2006 PLANNING UEPMIMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 2 2008 Future Background 3: Sunset Point Road & US 19 NB Ram p 9/25/2006 T [Movement EBL , EBT - EBR WBL WBT WBR NBL NBT -NBR 'SBL SBT SBR Lane Configurations _T___ _ _ _ __ _ ffrf tt r IdealFlow v h I 1900 1900 _. _ 1900 _ _ 1900 1900 1.900 1900 -1 1900 -f q00_ _ r _ 1900 1900 T_T_ 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.86 1.00 0.95 0.88 Frt 1.00 1.00 0.85 1.00 -0.8-5- Phi Protected 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 3539 6408 1583 3539 2787 Flt Permitted 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 3539 6408 1583 3539 2787 Volume (vph) 0 583 0 0 507 291 0 1219 94 0 0 0 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 634 0 51 0 5 316 0 1325 102 6 0 0, RTOR Reduction (vph) 0 0 _ 0 __ 0 0 _ 249 0 0 63 0 0 0 Lane Group Flow (vph) 0 634 0 0 551 67 0 1325 39 -0 0-6 Turn Type Perm Perm Protected Phases 6 4 - - - ' Permitted Phases 6 4 Actuated Green, G (s) 17.0 15.6 15.6 30.0 30.0 Effective Green, g (s) 21.0 19.0 19.0 34.0 34.0 Actuated --g /6- 0.23 0.21 0.21 0.38 0.38 Clearance Time (s) - 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 10 3.0 3.0 3.0 Lane Grp Cap (vph) 826 1353 334 1337 1053 Ws Ratio Prot c0.18 0.09 c0.37 v/s Ratio Perm 0.04 0.01 v/c Ratio 0.77 0.41 0.20 0.99 0.04 Uniform Delay, d1 32.2 30.6 29.2 27.8 17.7 Progression Factor 024 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.2 0.3 22.4 0.0 Delay (s) 9.6 30.8 29.5 50.2 17.7 ' Level of Service A C C D B Approach Delay (s) 9.6 WA 47.9 0.0 Approach LOS A C D A Intersection Summary HCM Average Control Delay 34.4 HCM Level of Service C HCM Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 31.0 Ilntersection Capacity Utilization 8.4% 5 ICU Level of Service B Analysis Period (min) . 15 c Critical Lane Group ORIGINAL RECEIVED 2 8 2005 PLANNING DEPARIMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 3 r 2008 Future Background 1: NE Coachman Road & US 19 Ramp 9/25/2006 ' ' - --- Movement EBL EBT WBL WBT SEL NWLL Lane Configurations Ideal _Flow v h ! 1900? 1900f 1900 1900 1900 1900 _ - ?_ ? Total Lost time (s) 8.0 6.0 8.0 6.0 8.0 8.0 ' - T FL-an--e-0 til. Factor 0.97 0.95 0.97 0.95 0.97 - - - - '- ? ? 0.97 Frt 1.00 - 1.00 _ 1.00 1.00 1.00 1.00 FIt Protected 0.95 1.00 0.95 1.00 0.95 0.95 _ Sat d. Flow (prot) 3433 3539 3433 3539 3433 3433 _ Flt Permitted 0.95 1.00 0.95 1.00 0.95 _ 0.95 Satd. Flow (perm) 3433 3539 3433 3539 3433 3433 Volume (vph) 208 189 86 210 183 55 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 , Adj. Flow (vph) 226 205 93 228 199 66 RTOR Reduction (vph) 0 0 0 -- 0 0 0 ane Group Flow (vph) 226 205 93 228 199 _ 60- Turn Type Prot Prot custom custom Protected Phases 5_ 2 1 6 f Permitted Phases 3 7 Actuated Green, G (s) 8.6 18.1 32 12.7 7.3 3.8 Effective Green, g (s) 8.6 20.1 3.2 14.7 7.3 _ 1.3 Ratio T 0.11 _ Actuated g/C 0126 0.04 0.19 0.09 0.02 - Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 5.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 380 917 142 670 323 58 v/s Ratio Prot c0.07 c0.06 0.03 c0.06 v/s Ratio Perm c0.06 c0.02 v/c Ratio 0.59 0.22 0.65 0.34 0.62 1.03 Uniform Delay, d1 32.8 22.6 36.7 27.2 33.8 38.2 (Progression Factor 1.77 0.15 1.53 0.16 1.00 1.00 Incremental Delay, d2 2.5 0.1 10.2 0.3 3.5 128.2 Dela s) 60.6 - - - 3.6 66.3 4.6 37.3 166.4 Level vel o f Service E A E A D F Approach Delay (s) 33.5 22.5 Approach LOS C C ' tntersection- Summary - - - -- _ - - -- - - n _ -- - --- -- - , HCM Average Control Delay 38.6 HCM Level of Service D HCM Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 77.6 Sum of lost time (s) 51.7 Intersection Capacity Utilization 33.6% I CU Level of Service A Analysis Period (min) 15 c _ Critical Lane Group Baseline RECEIVED Synchro 6 Report CPH Engineers Inc Page 1 G?C 2 8 zoos PLANNING DEPARTMENT CITY OF CLEARWATER 2008 Future Background 2: NE Coachman Road & US 19 SB Ramp 9/25/2006 Movement EBL EBT : EBR WBL WBT WBR NBL : NBT -- __NR, ` - SBL SBT SBR Lane Configurations f f tt ]? ?? r _ w Ideal Flo v h I 1900 . 1900 190 0 _ __ 1900 1900 _ 1900 1900 . 1900 1900 1900 1900 1900, Total Lost time (s) 4.0 _ 40 . 4.0 40 4.0 (Lane Util. Factor 0.86 1.00 - 0.95 0.95 1.00 Frt 1.00 0.85 1.00 _ 1.00 0.85 Flit Protected 1.00 _ _ 1.00 1.00 1.00 1.00 Satd. Flow (prot) 6408 1583 3539 ^ 3539 1583 IFIt Permitted 1.00 1.00 1.00 1.00 1.00 SatdV. olume ( Flow vph) (perm) 0 6408 397 1583 44 3539 0 268 0 0 0 0 0 3539 646 1583 158 Peak-hour factor, PHF 0.92 0.92 0.9 2 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adf Flow (vph) _0__ 432 _ 48 - 0 -291 0 - 0 0 - 0 0- 702 172 a e - 1 (L n Group Flow (vph) 0 432 14 0 2911 _ ' 0 0 0 0 0 702 60 Turn Type Perm Perm Protected Phases 2 6 8 _ , Permitted Phases 2 8 Actuated Green, G (s) 18.1 18.1 12.7 23.0 210 _ Effective Green, g (s) 22.1 22.1 16.7 27.0 27.0 Actuated g/C Ratio 0.28 0.28 0.22 0.35 0.35 Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 10 3.0 3.0 10 16 Lane Grp Cap (vph) 1825 i 451 762 1231 -551 v/s Ratio Prot c0.07 c0.08 c0.20 v/s Ratio Perm 0.01 0.04 v/c Ratio 024 0.03 0.38 0.57 011 Uniform Delay, d1 21.3 20.0 26.0 _ 20.6 17.1 Progression Factor 1.00 1.00 0.43 1.00 1.00 Incremental Delay, d2 0.1 0.0 0.3 0.6 0.1 Pelay (s) 21 20 11. 2 17.6 Level of Service C C B C Approach Delay (s) 21.2 11.4 - - 0.0 - 20.4 Approach LOS C B A C Intersection Summary HCM Average Control Delay 19.1 HCM Level of Service B IHCM Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 77.6 Sum of lost time (s) 32.5 Intersection Capacity Utilization _ 31.9% ICU Leve l of Service A Analysis Period (min) 15 c _ Critical Lane Group ORIGINAL RECEIVED I' 2 8 2005 PLANNING DEPARIMENT CI TY OF r i PADWA TC10 Baseline Synchro 6 Report CPH Engineers Inc Page 2 2008 Future Background 3: NE Coachman Road & US 19 NB Ramp 9/25/2006 -.4 Movement EBL --1, --EBT -V 'EM Ir ~ WBL WBT 44\ WBR NBL t NBT ?_ ?? NBR' SBL 4 4/ SBT SBR Lane Configurations ?? tftt !? ? _ Ideal Flow (yphp1) _ 1900 v 1900 . - - TT 1900 1900 1900 - T 1900- 1900 1900 - - - 1900 1900 - 1900 _ 1900 Total Lost time (s) 6 4. 4.0 4.0 4.0 4.0 ?ane U#il. Factor _ 0.95 - 0.86 1.00 0.95 0.88 Frt 1.00 _ 1.00 0.85 _ 1.00 0.85 -v -- Flt Protected 1.00 1.00 1.00 1.00 1.00 _ Satd. Flow (prot) W 3539 _ 6408 _ 1583 3539 2787 Flt Permitted 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 3539 6408 1583 3539 2787 ' Volume (vph) 0 372 0 0 296 114 0 831 94 0 0 0 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 404 0 0 322 124 0 903 102 0 0 6 - RTOR Reduction (vph) 0 0 0 0 0 97 0 0 74 0 0 0 Lane Group Flow (vph) 0 404 0 0 322 27 0 903 28 0 0 Turn Type Perm Perm Protected Phases Permitted Phases 2 - - 6 6 4 4 Actuated Green, G (s) 18.1 12.7 12.7 17.0 97.0 Effective Green, g (s) - Actuated g/C Ratio 22.1 0.28 16.7 0.22 16.7 0.22 21.0 ---- 0.27 21.0 - - - 0.27 Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 Vehicle Extensions 3.0 3.0 3.0 10 10 Lane Grp Cap (vph) v/s Ratio Prot 1008 c0.11 1379 0.05 34.1 958 c0.2.6 754 -, v/s Ratio Perm 0.02 0.01 v/c Ratio 0.40 0.23 0.08 0.94 6.64 - - -- - Uniform Delay, d1 22.4 25.2 24.3 27.7 20.8 _ Progression-Factor 0.50 1.00 1.00 1.00 1.00 _ Incremental Delay, d2 0.2 0.1 0.1 16.9 0.0 ?j Delay- _ (s) - Level of Service 11.5 B 25.2 C 24.4 C 44.6 D 20.9 C ¦ Approach Delay (s) _ 11.5 _ 25.0 42.2 0.0 Approach LOS B C D A -`-e rs ection Summ - ---- --- Iln t ary - - . -- - -.. - -- .-1 HCM Average Control Delay 31.4 HCM Level of Service C (HCM Volume to Capacity ratio 0.66 - - Actuated Cycle Length (s) 77.6 Sum of lost time (s) 34.5 Ilntersection Capacity Utilization 39.06% ICU Leve l of Service A Analysis Period (min) 15 ' c Critical Lane Group ORIGINAL RECEIVED CDC 2 8 2006 PLANNING DENARIMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 3 2008 Future Background 1: Drew St & US 19 Ramp 9/25/2006 1 0 L' 1 Lane Configurations )) tt tt 11 T11 Ideal Flow (vphp( 1900 1900 1900 ,. 1900 1900 1900 Total Lost time (s) 8.0 6.0 8.0 6.0 8.0 8.0 Lane Util. Factor 0.97 0.95 0.97 0.95 0.97 0.97 Frt 1.00 1.00 1.00 1.00 1.00 1.00 Flt'Protected 0.95 1.00 6.95 1.00 0.95 0.95 Satd. Flow (prot) 3433 3539 3433 3539 3433 3433 Flt Permitted 0.95 1.06 0.95 1.06 0.95 0.95 Satd. Flow (perm) 3433 3539 3433 3539 3433 3433 Volume (vph) - 87 633 199 646 179 337 Peak-hour factor, PHF 0.92 0.92 __0.92 0.92 0.92 0.92 Adj. Flow (vph) 95 688 216 702 195 366 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) - 95 688 216 702 195 366 Turn Type Prot - Prot custom custom Protected Phases 5 2 1 6 Permitted Phases 3 7 Actuated Green, G (s) 5.2 40.3 11.7 38.8 11.9 1 5.9 Effective Green, g (s) 5.2 38.3 7.7 40.8 7.9 . 11.9 Actuated g/C Ratio 0.05 0.37 0.08 0.40 0.69 0.12 -- -, Clearance Time (s) 8.0 4.0 4.0 8.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 174 1321 258 1407 264 398 w/s Ratio Prot 0.03 0.19 c0.66 c0.20 v/s Ratio Perm c0.06 c0.11 Vic Ratio 0.55 6.52 T 0.84 0.50 0.74 0.92 Uniform Delay, d1 47.5 25.0 46.8 23.2 46.3 44.9 (Progression Factor 1.61 0.19 1.69 0.18 1.00 1.00 Incremental Delay, d2 3.3 0.4 19.7 0.3 10.3 25.8 Delay (s) 79.7 5.2 99.0 4.5 56.7 70.7 Level of Service E A F A E E Approach Delay (s) 14.2 26.7 Approach LOS B C Ilntersection Summary , HCM Average Control Delay 32.1 HCM Level of Service C HCM Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 102.6 Sum of lost time (s) 30.8 - [intersection Capacity Uti lization 51.1% I CU Level of Service A Analysis Period (min) 15 6 Critical Lane Group ORIGINAL RECEIVED C =L 2 8 2006 PLANNING DEPARTMENT C17Y OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 1 ? ? 4 h 2008 Future Background 2: Drew Street & US 19 SB Ramp 9/25/2006 _J* N* ?4, t /0- l .? ovement EBL > EBT EBR aWBL WBT WBR NBL - NBT NBRY - SBL SBT SBR Lane Configurations_ ftH r tt tt r 1900 1 X 00 1 4 0 1900 1900 1900 1900 1900 1900 1900^ 1900 1 0 ' Total Lost time (s) ? 0 0 0 4 0 - Lane Util. Factor 0.86 1.00 - 0.95 _ 0.95 1.00 Frt 1.00 0.85 1.00 1.00 0.85 FIt Protected 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 6408 1583 3539 3539 1583 Flt Permitted 1.00 - 1.00 - 1.00 1.00 1.00 _ Satd. Flow (perm) 6408 1583 3539 3539 1583 ' Volume (vph) 0 720 143 0 983 0 0 0 0 0 336 47 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 783 155 0 .1068 0 0 0 0 0 365 51j RTOR Reduction v h 0 0 94 0 0 0 0 0 0 0 0 42 Lane Group Flow (vph) 0 783 61 0 1068 0 0 0 0 0 365 9 Turn Type Perm Perm Protected Phases 2 6 8 Permitted Phases 2 8 Actuated Green, G (s) 40.3 403 38.8 14.7 14.7 Effective Green, g (s) 40.3 40.3 42.8 18.7 18.7 Actuated'g/C Ratio 0.39 0.39 0.42 0.18 0.18'. Clearance Time (s) 4.0 4.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 3.0 10 3.0 3.0 Lane Grp Cap (vph) - 2517 --- 622 1476 645 289 Ws Ratio Prot 12 0. c0.30 c0.10 v/s Ratio Perm 0.04 0.01 v/c Ratio 0.31 0.10 0.72 0.57 0.03 Uniform Delay, d1 21.5 19.7 25.0 38.2 34.5 Progression Factor 1.00 1.00 0.86 1.00 1.06 Incremental Delay, d2 0.1 0.1 1.4 1.1 0.0 pelay (s) 21. 19. 22 39. 34 Level of Service C B C D C Approach Delay (s) 21.3 22.9 0.0 38.8 Approach LOS C C A D Ilntersection Summary______-. __ -- HCM Average Control Delay 25.0 HCM Level of Service C HCM Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 102.6 Sum of lost time (s) 37.1 ' Intersection Capacity Utilization 43.16/6 ICU Level of Service A J Analysis Period (min) 15 c Critical La- no Group ORIGINAL RECEIVED ' ' - E Ij 2 8 20006 PLANNING DEPARTMENT ' CITY OF CLEARWATER Baseline Synchro 6 Report ' CPH Engineers Inc Page 2 t 11 1 t 2008 Future Background 3: Drew St & US 19 NB Ramp 9/25/2006 ? ? ? Ir ? 4- ON Movement EBL EBT EBR WBL WBT -WBR NBL - WBT NBR -SBL SBT- -8-BR Lane Configurations ++ 101 r tt rr pdeal Flow (vphpl), 19.00_ 1900 ? 1900_ -1900 _1 900 1900 _1900 _ 1900 1900 1900 1900 1900 - Total Lost time (s) 4.0 __4_0___ _4_.0 4.0 4.0 W - Lane Utill.. Factor -_ ? ??- - 0.95 ??- 0.86 1.00__?? -0.95 0.88 Frt 1.00 1.00 0.85 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 1.00 _ Satd. Flow rot 3539 6408 1583 3539 2787 Flt Permitted 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 3539 6408 1583 3539 2787 Yolume rfPeak Peak-hour PH F 0.92 0.62 0.92 0.92 -0.92 0.92 0.92 0 92 0.92 0.92- 0.92- _0.92 4di. Flow (vph) 0 883 0 0 918 241 0 483' 164 0 0 'd RTOR Reduction (vph) 0 0 0 0 0 140 0 0 128 0 0 0 Lane Group Flow (vph) 0 883 0 0 91-8 101 0 483 36 0 0 0 Turn Type Perm Perm Protected Phases 2 6 4- Permitted Phases 6 4 Actuated Green, q (s) 40.3 38.8 38.8 18.7 18.7 Effective Green, g (s) 40.3 42.8 42.8 22.7 22.7 Actuated g/C Ratio 0.39 0.42 0.42 0.22 0.22 Clearance Time (s) 4.0 8.0 8.0 _ 8.0 8.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 i Lane Grp Cap (vph) 1390 2673 660 783 617 v/s Ratio Prot c0.25 0.14 c0.14 v/s Ratio Perm 0.06 0.01 v/c Ratio 0.64 0.34 0.15 0.62 0.06 Uniform Delay, d1 25.2 20.3 18.6 36.0 31.5 Progression_Factor, 0.30 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.1 0.1 1.5 0.0 (Delay (s) 8.5 20.4 18.7 37.5 1 .6 3 Level of Service A C B D . _ C _ Approach Delay (s) 8_._5_ 20 1 36.0 0.0 Approach LOS A C D A Intersection Summary HCM Average Control Delay 20.1 HCM Level of Service C HCM Volume to Capacity ratio 0.60 - f Actuated Cycle Length (s) 102.6 Sum of lost time (s) 37.1 [Intersection Capacity _Utilization 41.4% ICU Level of Service A - - - Analysis Period (min) 15 c Critical Lane Group ORIGINAL RECEIVED L 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection SB Frontage Rd & Stag Run Jurisdiction Pinellas Count Analysis Year Future Background - 2008 Project Description W13454 - Clearwater/US 19 - Future Background - 2008 East/West Street: Stag Run Blvd North/South Street: SB Frontage Road Intersection Orientation: North-South Stud Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 830 35 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 0 24 0 0 0 Percent Heavy Vehicles 0 -- -- 0 - -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 23 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 902 38 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Delay, Queue Len th, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R (veh/h) 24 C (m) (veh/h) 598 /c RE :IVED 0.04 95% queue length 0.13 Control Delay (s/veh) L? 11.3 LOS ILAN -,nrr B CITY OF ;LEARWAT ER Ispproach Delay 11.3 /veh -- -- pproach LOS -- -- B Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:24 PM ORIGINAL RECEIVED C=? 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 1 1 1 1 1 1 1 1 1 A 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY lGeneral Information Site Information Analyst VS Agency/Co. CPH En ineer's Date Performed 1 712512006 Analysis Time Period 4-6 P.M. Intersection SB Frontage Rd & E rivewa Jurisdiction Pinellas Count ,Analysis Year Future Background - 2008 Project Description W13454 - Clearwater/US 19 :Future Background - 2008 East/West Street: East Drivewa North/South Street: SB Frontage Road Intersection Orientation: North-South Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 876 96 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 0 60 0 0 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 56 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 952 104 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Delay, Queue Len th, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R (veh/h) 60 C (m) (veh/h) 554 /c #dKit-Al JAL 0.11 95% queue length '?? y 0.36 Control Delay (s/veh) L 12.3 LOS ... .., ....._ B CITY OF CLdARwA'° r 1 1 1 1 1 t t t r I ORIGINAL RECEIVED Cc 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:22 PM 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection NE Coachman & West Driveway Jurisdiction Pinellas Count nal sis Year 2008 - Future Background Project Description W13454 - Clearwater/US 19:200 8 - Future Background East/West Street: NE Coachman Road North/South Street: South West Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 576 485 6 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR veh/h 0 640 0 0 538 6 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 1 Configuration T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 106 168 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR veh/h 0 0 0 117 0 186 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 1 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Len th, and Level of Service Approach Eastbound Westbound N orthbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R (veh/h) 117 186 C (m) (veh/h) 211 543 /c 0.55 0.34 95% queue length i 2.98 1.51 Control Delay (s/veh) P, Ee iyiE5 41.4 15.0 LOS a ^ E C CANNING DEPARTMENT CITY OF CLEARWATER 1 1 1 1 1 r r ORIGINAL RECEIVED [' ?, 2 8 2006 PLANNING D&A(V i EN] CITY OF CLEAPW.4TEO Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:22 PM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection NE Coachman & SE Driveway Jurisdiction Pinellas Count Analysis Year uture Background - 2008 Project Description W13454 - Clearwater/US 19: Future Background - 2008 East/West Street: NE Coachman Road North/South Street: South East Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 164 532 453 78 Peak-Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR veh/h 200 648 0 0 552 95 Percent Heavy Vehicles 10 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 1 Configuration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 45 Peak-Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR veh/h 0 0 0 0 0 54 Percent Heavy Vehicles 0 0 0 0 0 10 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 1 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue Len th, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R (veh/h) 200 54 C (m) (veh/h) 901 518 /c 0.22 RECEI ED 0.10 95% queue length 0.85 0.35 Control Delay (s/veh) 10.1 E sb 12.8 LOS B t' Nrmy,,, .,. B 1 fl 1 1 1 1 pproach Delay s/veh 12.8 pproach LOS -- -- 8 Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:21 PM ORIGINAL RECEIVED c? 2 8 2006 PLANNING DEPARTMENT CJiY Of CLEARWATER t 1 1 1 1 1 1 1 1 A 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection orth Dway & Stag Run Ivd Jurisdiction inellas Count Analysis Year uture Background - 2008 Project Description W13454 - Walmart, US 19/Clearwater. Future Background - 2008 East/West Street: Stag Run Blvd North/South Street: North Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 1 4 26 5 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 1 4 28 5 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 4 37 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 4 0 40 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Len th, and Level of Service Approach Eastbound Westbound N orthbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 28 44 C (m) (veh/h) 1630 1062 lc 0.02 0.04 RECFIVF 95% queue length 0.05 0.13 Control Delay (s/veh) 7.2 8.5 LOS A A PLAN iNr: nt;va sta.'... CLEARWATER t 1 1 1 1 1 r ORIGINAL RECEIVED [;EL 2 81006 PLANNING DEBARIMENT CITY OF CLEARWATFp r Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:25 PM A 1 t 1 M 1?? I 1 FUTURE TOTAL TRAFFIC CONDITIONS ORIGINAL RECEIVED CK 2 V 20006 PLANNING DENARDVIENT CITY OF CLEARW.ATER t w 1 1 t I 2008 Future Total 1: Sunset Point Road & US 19 Ramp 9/22/2006 _0. A y 4\ Movement EBL EBT WBL WBT SEL NWL Lane Configurations tt ?? 1) Ideal Flow (vphpl) 1900 1900 --- 1900 _ 190 01900 1900 _- Total Lost time (s) 8.0 6.0 - 8.0 6.0 8.0 8.0 - Lane Util Factor 0.97 0.9 50.97 0.95 0.97 0.97 Frt 1.00 1.00 1.00 1.00 1.00 1.00 It Protected 0.95 1.00 0.95 1.00 0.95 0.95 Satd. Flow (pr6t) 3433 3539 3433 3539 3433 3433 Flt Permitted 0.95 1.00 0.95 1.00 0.95 0.95 Satd. Flow (perm) 3433 3539 3433 3539 3433 3433 Volume (vph) 243 583 147 361 200 251 i Peak-hour factor, PHF 0.92 0.92 0.92 0.92 6.92 0.92 Adj. Flow (vph) 264 634 160 392 217 273 RTOR Reduction (vph) 0 0 0 0 0 0 l_ane Group Flow (vph) _ 264 634 160 392 217 273 Turn Type Prot Prot custom custom (Protected Phases 5 2 1 6 Permitted Phases 3 7 Actuated Green, G (s) 7.0 17.0 5.0 15.0 6.0 11.1 Effective Green, g (s) 7.0 19.0 5.0 17.0 6.0 11.1 Actuated g/C Ratio 0108 0121 _0106 0.19 0107 0.12 Clearance Time (s) 8.0 8.0 8.0 8.0 8.6 8.0 Vehicle Extension (s) 3.0 10 3.0 3.0 3.0 3.0 Lane Grp Cap (vph ) 267 74 7 191 668 229 423 _ v/s Ratio Prot c0.08 . c0.18 0 .0.5 0.11 _ v/s Ratio Perm _ _ c0.06 c0.08 Vic Ratio-- 0.99 0.85 0.84 0.59 0.95 0.65 _Uniform Delay, d1 41.5 34.1 42.1 33.3 41.8 37.6 Progression Factor 1.71 0.22 1.65 0.14 1.00 1.00 Incremental Delay, d2 45.8 7.3 24.6 1.2 44.5 3.4 Delay (s) 116.9 14.7 94.1 5.9 86.3 40.9 Level of Service F B F A F D Approach Delay (s) 44.8 31.5 Approach LOS D C Ilntersection Summary - HCM Average Control Delay 45.1 HCM Level of Service D HCM Volume to Capacity-ratio 0.76 Actuated Cycle Length ( s) 90.0 Sum of lost time (s) 42.9 Ilntersection Capacity Utilization 45.8% I CU Level of Service A - , Analysis Period (min) 15 c Critical Lane Group ORIGINAL RECEIVED °=L 2 V 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 1 1 r I t A 1 t I 2008 Future Total 2: Sunset Point Road & US 19 SB Ramp 9/22/2006 ovement T EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL_ SBT SBR Lane Configurations _ ttf It 1ldea1Flow (yphpl) 1900 1900 _ 1900 1900 1900 1900 1900 1900 . 1900 1900 1900 1900; _ Total Lost time (s) 4.0 4.0 , 4.0 _ __ 4.0 4.0 Lane Util. Factor 0.86 1.00 0.95 0.95 1.00 Frt 1.00 0.85 1.00 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 6408 1583 3539 3539 1583 Flt Permitted 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 6408 1583 3539 3539 1583 Volume (vph) 0 826 174 0 612 0 0 0 0 0 652 226 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 898 189 0 665 0 0 0 0 0 709 246; RTOR Reduction (vph) 0 0 145 0 0 0 0 0 0 0 0 167 - Lane Group row (vph) 0 - 898 44 0 665 0 0 0 0 0 709 79 Turn Type Perm Perm Protected Phases T 2 6 8 Permitted Phases 8 Actuated Green, G (s) 17.0 17.0 15.0 24.9 24.9 Effective Green, g (s) 21.0 21.0 19.0 28.9 28.9 Actuated g/C Ratio 0.23 0.23 0.21 0.32 0.32 Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1495 369 747 1136 508 Ws Ratio Prot 6.14 co.19 c0.20 v/s Ratio Perm 0.03 0.05 v/c Ratio 0.60 0.12 0.89 0.62 0.16 Uniform Delay, d1 30.8 27.2 34.5 25.9 21.8 Progression Factor 1.00 1.00 0.80 1.00 1.00 Incremental Delay, d2 0.7 0.1 10.5 1.1 0.1 Delay (s) 31.4 VA 38.3 27.0 22.0 Level of Service C C D C C Approach Delay (s) 30.7 38.3 0.0 251 Approach LOS C D A C Ilntersection Summary T -- _ ' -_ - -- HCM Average Control Delay 30.8 HCM Level of Service C !HCM Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 4 0.1 Ilntersection Capacity Utilization 41.6% ICU Level of Service . A Analysis Period (min) 15 c Critical Lane Group Baseline ORIGINAL Synchro 6 Report CPH Engineers Inc RECEIVED Page 2 2 8 200-3 PLANNING DEPARTMENT CITY OF CLEARW.ATER r 2008 Future Total 3: Sunset Point Road & US 19 NB Ram p 9/22/2006 Moyement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL_ TSBT SBR Lane Configurations _ _ ft tttt - r ++ rr pdeal Flow v h I 1900 ' - - 1900 _ 1900 -__ . 1900 19.00 - 1900 1900 1900 1900, 1906- 1900 1900. Total me (s) Lost ti 4.0 4 0 4 0 4.0 - 4.0 - (Lane Util. Factor 0.95 0.86 1.00 0.95 0.88 T ? Fri: 1.00 1.00 0.85 1.00 0.85 Flt Protected _ 1.00 1.00 !-.66- 1 00 1.00 Satd. Flow (prot) 3539 6408 1583 3539 2787 Flt Permitted 1.00 1.00 1.00 1.00 1.00 Satd. FI w( (perm) 3539 6408 1583 3539 2787 ( Volume vph 0 583 0 0 508 291 0 1219 94 0 0 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 _ 634 0 0 . 552 316 0 1325 102 0 6 __0 RTOR Reduction (vph) 0 0 0 0 0 249 0 0 63 0 0 0 - Lane Group Flow (vph) 0 634 0 6 552 67 0 1325 39 0 0 0 Turn Type Perm Perm Protected Phases - - -- 2 6 4 Permitted Phases 6 4 Actuated Green, G (s) 17.6 15.0 15.0 30.0 30.0 Effective Green, g (s) 21.0 19.0 19.0 34.0 34.0 Actuated g/C Ratio 0.23 0.21 0.21 0.38 0.38 Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 10 _ 3.6 16- 3.0 3.0 , Lane Grp Cap (vph) 826 1353 334 1337 1053 v/s Ratio Prot c0.18 0.09 c037 v/s Ratio Perm 0.04 0.01 v/c Ratio 0.77 0.41 0.20 6.99 0.04 Uniform Delay, d1 32.2 30.6 29.2 27.8 17.7 Progression Factor 0.24 _ 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.2 0.3 22.4 0.0 Delay (s) _ 9.6 - 30.8 29.5 50.2 17.7 Level of Service A C C D B ; Approach belay (s) _ 9.6 30.4 47.9 0.0 Approach LOS A C D A - .... - -sec-tionSu- -- mma ry---- I.Inter ---- - -- HCM Average Control Delay 34.4 HCM Level of Service C HCM Volume to Capacity ratio 0.84 - Actuated Cycle Length (s) 90.0 Sum of lost time (s) 31.0 Intersection Capacity Utilization - ' 58.4% ICU Level of Service B Analysis (min) Period 1 5 k c Critical Lane Group . i ORIGINAL RECEIVED C- L 2 8 200-5 PLANNING DEPARTMENT CITY OF CLEARW.ATFP Baseline Synchro 6 Report CPH Engineers Inc Page 3 1 2008 Future Total 1: NE Coachman Road & US 19 Ramp 9/22/2006 t t 11 t r 11 Movement EBLi EBT WBL WBT. SEL NWL Lane Configurations ft M tt M Ideal Flow (vphpl) 1900 1900 1900 1900 ? 1900 1900 Total Lost times 8.0 6.0 8.0 6.0 8.0 8.0 Gane Util. Factor - mm 0.97 0.95 _ 0.97 0.95 0.97 _ 0.97 Frt 1.00 1.00 1.00 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 0.95 j - Satd. Flow (prot) 3433 3539 3433 3539 3433 3433 _ Flt Permitted 0.95 - 1.00 0.95 1.06 0.95 0.95 Satd. Flow (perm) 3433 3539 3433 3539 3433 3433 Volume (vph) 212 192 86 212 183 56 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) T 230 209 93 230 1 99 _ 61 RTOR Reduction (vph) 0 0 0 0 . 0 0 Lane Group Flow (vph) 230 209 93 230 199 ^ 69 Tum Type Prot Prot custom custom protected Phases 5 2 1 - 6 Permitted Phases 3 7 Actuated Green, G (s) 8.6 18.1 3.2 12.7 7.3 3.8 Effective Green, g (s) 8.6 20.1 3.2 14.7 7.3 1.3 Actuated g/C Ratio 0.11 0.26 0.04 0.19 0.09 0.02 Clearance Time (s) 8.0 8.0 8.0 _ 8.0 8.0 5.5 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 T -' Lane Grp Cap (vph) 380 917 142 670 323 58 v/s Ratio Prof - c0.07 c0.06 0.03 c0.06 v/s Ratio Perm c0.06 c0.02 v/c Ratio 0.61 0123 0.65 0.34 0.62 1.05 Uniform Delay, d1 32.9 22.6 36.7 27.3 33.8 38.2 Progression Factor 1.77 0.15 1.53 0.16 1.00 1.00 Incremental Delay, d2 2.7 0.1 10.2 0.3 3.5 133.4 Delay (s) 66.8 16 663 4.6 37.3 171.5 Level of Service E A E A D F Approach belay (s) 33.6 22.4 Approach LOS C _ C Ilntersection Summary HCM Average Control Delay 39.0 HCM Level of Service D HCM Volume to Capacity ratio 0.65 " Actuated Cycle Length ( s) 77.6 Sum of lost time (s) 51.7 Intersection Capacity Utilization 33.8% ICU Level of Service A j Analysis Period (min) 15 c Critical Lane Group ' Baseline RECEIVED Synchro 6 Report CPH Engineers Inc Page 1 2 8 2000 PLANNING DEPARTMENT CITY OF CLEARWATER i s s 1 I 2008 Future Total 2: NE Coachman Road & US 19 SB Ramp 9/22/2006 -' -o. z 'e, '- 4.- 4\ t ?? 1 ? Movement- _ EBL EBTT EBR WBL WBT WBR NBL _ NBT NBR- . SBL SBT SBR Lane Configurations rrrt TT ?? Ideal Flow (yphpl) __ 1900 1900 1900 1900 1900 1900 1900 1900 1900 _ _ _ 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 Lane^Util. Factor F - - _ - T 0.86 1.00 - - 0.95 - 0.95 1.00, -- Frt ? - - 1.00 0.85 1.00 - 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 1.00'. Said. Flow (prot) 6408 1583 3539 3539 1583 - - _ FIt Permitted 1.00 _ 1.00 1.00 1.00 1.00 Satd. Flow (perm) 6408 1583 3539 3539 1583 Volume (vph) 0 404 45 0 268 0 0 0 0 0 652 160 _ _ - -__ - Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 92 0.92 0 . 0.92 0.92 0.92 Adj. Flow (vph) 0 439 49 0 291 0 0 _ _ 0 0 0 709 174 RTOR Reduction (vph) 0 0 35 0 0 0 0 0 0 0 0 113 Lane Group Flow (vph) 0 439 14 0 291 0 0 0 0 0 709 _- 61, Turn Type Perm Perm Protected Phases 2 6 8 Permitted Phases 2 - 8 Actuated Green, G (s) f 18.1 18.1 12.7 23.0 216 Effective Green g (s) 22.1 22.1 16.7 27.0 27.0 Actuated 61C -Ratio 6.28 0.28 022 0.35 035' Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1825 451 762 1231 551 _ Ws. Ratio Prot c0.07 c0.08 c0.20 v/s Ratio Perm 0.01 0.04 v/c Ratio T 0.24 0.03 038 0.58 0.1 T Uniform Delay, d1 21.3 20.0 26.0 20.6 17.2 (Progression Factor 1.00 1.00 0.42 1.00 1.00 Incremental Delay, d2 0.1 0.0 0.3 0.7 0.1 Delay (s) 21.4 20.1 11.3 21.3 172 Level of Service C C B C B Approach Delay (s) 21.2 11.3 0.0 20.5 Approach LOS C B A C to ersection Summary-T HCM Average Control Delay 19.1 HCM Level of Service B HCM Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 77.6 Sum of lost time (s) 32.5 Ilntersection Capacity Utilization 32.1 % ICU Level of Service A Analysis Period (min) _ 15 c Critical Lane Group ORIGINAL RECEIVED 4aa-!, 2 8 2006 PLANNING DEPARTMENT CITY OF GLEAPWATFP Baseline Synchro 6 Report CPH Engineers Inc Page 2 f t 2008 Future Total 3: NE Coachman Road & US 19 NB Ramp 9/22/2006 EBL EBT EBR WBL WBT -WBR - 'NBL -NBT NBR SBL SBT SBR 1 t 11 s 11 t e Lane Configurations ?? ttf t r tt rr _ [deal Flow (vphpl,) 1900 1900 1900 1900 1900 _ 1900 1900 1900 1900 1900 1900 1900 - Total Lost time (s) 4.0 4.0 4.0 4 0 4.0 Lane Util. Factor 0.95 V 0.86 1.00 ' 0.95 0.88 - Frt 1.00 1.00 0.85 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 3539 6408 1583 3539 2787 1FIt PPermitted 1.00 1.00 , 1.00 1.00 1.00 _ Satd. Flow (perm) 3539 _ 6408 1583 3539 2787 Volume (vph) 0 375 0 0 298 114 0 831 94 0 0 0 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 408 0 0 324 124 0 903 102 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 97 0 0 74 0 0 0 ;Lane Group Flow (vph) 0 408 0 0 324 27 0 903 28 0 0 0 Turn Type Perm Perm (Protected Phases 2 6 4 Permitted Phases 6 4 Actuated Green, G (s) 18.1 12.7 12.7 17.0 17.0 Effective Green, g (s) 22.1 16.7 16.7 21.0 21.0 Actuated g/C Ratio 0.28 0.22 622- 0.27 0.27 J Clearance Time (s) 8.0 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 3.0 3.0 3.6 3.0 Lane Grp Cap (vph) 1008 1379 341 958 754 Ws-Ratio-Pro-t- c0.12 0.05 c016 v/s Ratio Perm 0.02 0.01 v/c Ratio 0.40 0.23 0.08 0.94 0.04 Uniform belay, d1 22.4 25.2 24.3 27.7 20.8 Progression Factor 0.50 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.1 0.1 16.9 0.0 Delay (s) 11.4 25.3 24.4 44.6 20.9 Level of Service B C C D C Approach Delay (s) 11.4 25.6 42.2 0.0 Approach LOS B C D A Intersection Summary HCM Average Control Delay 31.3 HCM Level of Service C HCM Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 77.6 Sum of lost time (s) 34.5 Intersection Capacity Utilization 40.00% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group offieftAt Baseline RECEIVED Synchro 6 Report CPH Engineers Inc Page 3 °;. 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER e G ? 11 e 2006 Existing 1: Drew St & US 19 Ramp 9/22/2006 X- .- 4? - EBT WBL WBT SEL NWL -- ?? - T Lane Configurations ++ ++ Ideal Flow (vphpl) 1900 _1900 1900 1900 1906 1900 Total Lost time (s) 8.0 6.0 8.0 6.0 8.0 8.0 T? T LaneTUtil. Factor - _ 0.97 0.95 0.97 0.95 . 0.97 - 0.97 - - ----- Frt 1.00 --- - 1.00 - - 1 . .00 _. _ 1.00 - 1.00 1.00 _ _ Flt Protected 0.95 1.00 0.95 1.00 0.95 0.95 Satd. Flow (prot) 3433 3539 3433 3539 3433 3433 - Flt Permitted 0.95 1.00 0.95 1.00 0.95 6.95 Satd. Flow (perm) 3433 3539 3433 3539 3433 3433 Volume (vph) 87 633 199 646 181 337 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 _ Adj. Flow (vph) 95 688 216 702 197 366 . TOR Reduction (vph) R 0 0 0 0 0 0 _ Lane Group Flow, (vph) 95 688 216 762 197 366 - 1 Turn Type Prot Prot custom custom Protected Phases 5 2 1 6 - Permitted Phases _ 3 7 Actuated Green, G (s) 5.2 404 11.7 38.9 11.9 15.9 Effective Green, g (s) 5.2 38.4 7.7 40.9 7.9 11.9 Actuated g/C Ratio 0.05 0.37 0.07 -0.40 6.68 0.12 Clearance Time (s) 8.0 4.0 4.0 8.0 4.0 _ 4.0 Vehicie Extension (s) 3.0 3.0 3.0 3.0 3.0 _ 3.0 T - - Lane Grp Cap (vph) 174 1323 257 1409 264 398 V/s Ratio Prot 0.03 0.19 c0.06 c0.20 v/s Ratio Perm c0.06 c0.11 w%c Ratio 0.65 0.52 0.84 0.50 015 0.92 - Uniform Delay, d1 47.6 25.0 46.9 23.2 46.4 44.9 Progression Factor 1.61 0.19 1.69 0.18 1.00 1.00 Incremental Delay, d2 3.3 0.4 20.5 0.3 10.9 25.8 Delay (s) 79.8 5.2 99.8 4.4 57.3 70.8 Level of Service E A F A E E Approach Delay (s) 14.2 26.9 - ' Approach LOS B C Intersection Summary I HCM Average Control D elay 32.3 HCM Level of Service C HCM Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 102.7 Sum of lost time (s) 30.8 Intersection Capacity Uti lization 51.1% I CU Level of Service A Analysis Period (min) 15 c Critical Lane Group ORIGINAL RECEIVED -? 2 8 2006 PLANNING DEPARTMENT Baseline Synchro 6 Report CPH Engineers Inc Page 1 it ' 2006 Existing 2: Drew Street & US 19 SB Ram p 1I9/22/2006 ovement - -EBL EBT EBR WBL WBT_ ' WBR NBL NBT NBR =- SBL SBT - .:SBR Lane Configurations ftf f !?? !fit r T _ [idea l Flow (vphp1) _ ? 1900 Total Lost time (s) 1900 4.0 1900 4.0 1900 f J _ 1900 4.0 __ 1900 1900 . _ -1900 . - 1900 1900 19_00 4.0 -1900 4.0 - Lane-Util.-Factor .. _ _ _ _ - 0.86 _ 1.00 6.95 ^ - 0.95 -1-06 . . _ - Frt 1.00 0.85 1.00 __ _ _ - - _ . ... ..- _ _ - .. - - 1.00 - - 0.85 Flt Protected y -1.00 1.00 1.00 _ T 1.00 y 1.00 Satd. Flow (prot) 6408 1583 3539 3539 1583 Fit Permitted _ - 1.00 _ 1.00 1.00 - -- -------- 1.00 1.00 ' Satd. Flow (perm) Volume (vph) 0 6408 720 1583 143 0 3539 983 0 0 0 _ 0 0 3539 340 1583 48, Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 783 155 0 1068 0 0 0 0 0 370 ?52 RTOR Reduction (vph) 0 0 94 0 0 6 0 0 0 0 0 43 (Lane Group Flow (vph) 0 783 61 0 1068 0 0 0 6 0 370 9 Turn Type Perm Perm Protected Phases Permitted Phases 2 2 6 8 8 Actuated Green, G (s) 40.4 464 38.9 14.7 14.7 _ Effective Green, g (s) 40.4 40.4 42.9 18.7 18.7 - - Actuated g/C Ratio 0.39 0.39 0.42 - - 0.18 0.18' Clearance Time (s) 4.0 4.0 8.0 8.0 8.0 ;Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm 2521 0.12 623 0.04 1478 c0.30 644 c0.10 288 0.01 v/c Ratio T 0.31 6.16 0.72 0.57 0.03' - - Uniform Delay, d1 21.5 19.7 24.9 - 38.4 34.6 Progression Factor 1.00 1.06 6.86 1.00 1.06 Incremental Delay, d2 0.1 0.1 1.4 1.2 0.0 !Delay (s) - Level of Service 21.6 C 19.7 B 22.8 C 39.6 D 3.4.6 C Approach Delay (s) - 213 22.8 0.0 _ 39.0 Approach LOS C C A D Intersection Summary T -_ HCM Average Control Delay 25.0 HCM Level of Service C !HCM Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 102.7 S um of lo st time (s) 37.1 , intersection Capacity Utilization Analysis Period (min) 43.2% 15 ICU Level of Service A - - J c Critical Lane Group ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 2 2006 Existing 3: Drew St & US 19 NB Ramp 9/22/2006 --* -? Ir ~ 4- 4\ I /P. 1'. t 4/ _EBT' EBFR VVBL WBT WBR NBL NBT NBR .} SBL' SBT SBR Lane Configurations _ _ - tttt r ??? Ildeal FIFlow (vph 1900 pj) 1900 1900 1900 1900 1900 1900 1900 1900- 1900 1900 091 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.86 1.00 0.95 0.88 Frt 1.00 1.00 0.85 1.00 685 Flt Protected 1.00 1.00 1.00 _ -1.00 _ 1.00 Satd. Flow (prot) 3539 6408 1583 3539 2787 It Permitted 1.00 _ 1.00 1.00 1.00 1.00 Satd. Flow (perm) 3539 6408 1583 3539 2787 Volume (vph) 0 814 0 0 845 222 0 444 151 0 0 0. Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj_ Flow (vph) 0 885 0 0 918 241 0 4 8 3 164 0 0 6 RTOR Reduction (vph) 0 0 0 0 0 140 0 _ . . 0 128 ? 0 0 0 Lane Group Flow (vph) 6 885 0 0 918 101 0 483 36 0 0 0 Turn Type Perm Perm Prot ected Phases 2 6 4 Permitted Phases 6 4 Actuated Green, G (s) 40.4 - 38.9 38.9 18.7 18.7 Effective Green, g (s) 40.4 42.9 42.9 22.7 22.7 Actuated g/C Ratio 0.39 0.42 0.42 0.22 0.22 - i Clearance Time (s) 4.0 - 8.0 8.0 8.0 8.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 ] Lane Grp Cap (vph) 1392 2677 661 782 616 v/s Ratio Prot c0.25 0.14 c0.14 v/s Ratio Perm 0.06 0.01 v/c Ratio 0.64 0.34 0.15 0.62 6.06 Uniform Delay, d1 25.2 20.3 18.6 36.1 31.6 Progression Factor 0.31 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.1 0.1 1.5 0.0 Delay (s) 8.5 20.4 18.7 37.5 31.6 Level of Service A C B D C Approach Delay (s) 8.5 20.0 36.0 0.0 j Approach LOS A C D A (Intersection Summary HCM Average ontrol Delay 20.1 HCM Level of Service C C HCM Volume to Capacity _ratio 0.61 ;. ; Actuated Cycle Length (s) 102.7 Sum of lost time (s) 37.1 Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ORIGINAL RECEIVED C''Elj' 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Baseline Synchro 6 Report CPH Engineers Inc Page 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection SB Frontage Rd & Stag Run Jurisdiction inellas Count Analysis Year uture Total - 2008 Project Description W13454 - Clearwater/US 19 East/West Street: Stag Run Blvd North/South Street: SB Frontage Road Intersection Orientation: North-South Stud Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 831 40 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 0 32 0 0 0 Percent Heavy Vehicles 0 -- -- 0 - -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 30 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 903 43 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Delay, Queue Len th, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R (veh/h) O IGINAL 32 C (m) (veh/h) R CEIVED 595 /c 0.05 95% queue length '1, 1 110 0.17 Control Delay (s/veh) PLANNI G DEPART VIENT 11.4 LOS 1 _L CAR WV 'kT ` B t 1 1 1 1 1 1 ORIGINAL RECEIVED C - iC 2 8 2006 PLANNING DEPANiMW CITY OF CLEAPW,41 P Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 6:18 PM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. 1 CPH Engineer's Date Performed 712512006 Analysis Time Period 4-6 P.M. Project Description W13454 - Clearwater/US 19 East/West Street: East Driveway North/South Street: SB Frontage Road ' Intersection Orientation: North-South Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 859 121 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 0 88 0 0 0 ' Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 ' Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 81 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 933 131 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Delay, Queue Len th, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R (veh/h) efflroih 0& 88 C (m) (veh/h) 551 /c ?.?. 8 20 b 0.16 95% queue length i 0.56 Control Delay (s/veh) C TY OF CL ARINATFP 12.8 LOS B Intersection SB Frontage Rd & E Driveway Jurisdiction Pinellas Count Analysis Year Future Total - 2008 pproach Delay 12.8 /veh -- -- Is pproach LOS -- -- g Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 2:28 PM ORIGINAL RECEIVED CCDC` 2 8 2006 PLANNING DEPHRIMENI CITY OF CLEARINATEP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection NE Coachman & SW Driveway Jurisdiction Pinellas Count Analysis Year 2008 - Future Total Project Description W13454 - Clearwater/ US 19 East/West Street: NE Coachman Road North/South Street: South West Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 ehicle Volumes. and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 189 560 488 6 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR veh/h 210 622 0 0 542 6 Percent Heavy Vehicles 2 -- -- 0 -- - Median Type Raised curb RT Channelized 0 0 Lanes 1 1 0 0 1 1 Configuration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 130 180 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR veh/h 0 0 0 144 0 200 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 1 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Len th, and Level of Service Approach Eastbound Westbound N orthbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R (veh/h) 210 144 200 C (m) (veh/h) 1021 ORIG INA1 204 540 lc 0.21 REC ,IVED 0.71 0.37 95% queue length 0.77 rr?? 4.50 1.70 Control Delay (s/veh) 9.4 56.4 15.5 LOS A NNING EPAPTKA ur F C Ps pproach Delay 32.6 /veh -- -- pproach LOS -- -- D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 5:47 PM ORIGINAL RECEIVED ['H:11.'0* 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER t t 1 1 1 1 1 1 1 t 1 1 t 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection E Coachman & SE nvewa Jurisdiction inellas Count nal sis Year Future Total - 2008 'roject Description W13454 - Clearwater/US 19 ast/West Street: NE Coachman Road ntersection Orientation: East-West ?ehicle Volumes and Adjustments Major Street Eastbound Movement 1 2 L T /olume veh/h 540 'eak-Hour Factor, PHF 0.82 0.82 burly Flow Rate, HFR veh/h 0 658 'ercent Heavy Vehicles 10 -- Median Type RT Channelized _anes 0 1 ,onfiguration T J stream Signal 0 Minor Street Northbound Movement 7 8 L T /olume veh/h 'eak-Hour Factor, PHF 0.82 0.82 sourly Flow Rate, HFR veh/h 0 0 'ercent Heavy Vehicles 0 0 'ercent Grade (%) 0 =lared Approach N Storage 0 RT Channelized _anes 0 0 ',onfiguration May, Queue Len th, and Level of Service kpproach Eastbound Westbound Movement 1 4 ne Configuration veh/h) (m) (veh/h) % queue length ?ntrol Delav (s/veh) South Street: South East Drivewa Period (hrs): 0.25 Westbound 3 4 5 6 R L T R 453 82 0.82 0.82 0.82 0.82 0 0 552 100 -- 0 -- - Raised curb 0 0 0 0 1 1 T R 0 Southbound 9 10 11 12 R L T R 48 0.82 0.82 0.82 0.82 0 0 0 58 0 0 0 10 0 N 0 0 0 0 Northbound 7 8 9 1 0 1 R Southbound 10 11 12 R 58 518 0.11 0.38 12.8 17 MM B t 1 1 1 1 t r 1 1 1 1 ORIGINAL RECEIVED 2 B 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 5:55 PM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 712512006 Analysis Time Period 4-6 P.M. Intersection North Dway & Stag Run Blvd Jurisdiction Pinellas Count Analysis Year Future Total - 2008 Project Description W13454 - Walmart, US 19/Clearwater East/West Street: Stag Run Blvd North/South Street: North Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 1 4 31 5 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 1 4 33 5 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 4 44 Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 4 0 47 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Len th, and Level of Service Approach Eastbound Westbound N orthbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 33 51 C (m) (veh/h) 1630 1064 O RIGINAL /c 0.02 0.05 CEIVED 95% queue length 0.06 0.15 Control Delay (s/veh) 7.3 8.6 I LOS A A i NII ICS DEPAR° MENi 1 t 1 ORIGINAL RECEIVED C' 2 8 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 9/14/2006 2:29 PM A 1 r 1 r APPENDIX F ROADWAY SEGMENT ANALYSIS REFERENCES 1 1 a? rs? r rr rw r ?s ?r arr? rt ri- rar r sr: r ? r. ?r Pinellas County Peak Hour FDOT us 19 Two Way Generalized Future LOS Future Future LOS Std D LOS Std D Existing Peak Std D Future Background Future Total Future Existing Service Peak Hour Two Hour Two Way Existing Capacity Background Peak Hour Background Peak Hour Total Project Roadway Segment ID Segment Daily Volume Way Capacity Volumes LOS Volumes' Growth Volumes LOS Volumes LOS Distribution Enter Exit Total Drew St to NE US 19 4570 Coachman Rd. 69,703 2,512 5,060 6,622 F 9,840 268 6,890 C 6,902 C 23% 5 7 12 NE Coachman Rd. 4560 to Sunsel Point Rd. 80,204 2,St0 5,080 7,619 F 9,840 308 7,927 D 7,943 D 31% 6 10 16 NE Old Coachman Rd. Coachman 4260 to us 19 18,948 952 1,460 1,800 F 73 A 1,873 F 1,907 F 67% 13 21 34 Road Belcher Rd. to Old ____ 4270 Coachman Rd. 22,520 965 1460 2,139 F 86 2,225 F 21260 F 67% 13 21 34 uasea on me U5 to improvements in progress, it is anbapated to operate as a 6lane divided freeway with interchange spacing < 2miles apart in future conditions. Hence per FDOT Generalized LOS Table for such a facility located in an urbanized area , US 19 would have a LOS D peak hour two way capaci of 9840 and is analyzed accordingly for future conditions. Net New P.M. Peak Hour Trips + lied Factors Enter Ext Growth Rat K Factor D Factor 20 31 2% 0.095 0.55 0 nZ z C-) ,MO ;0 00 I? 0 q D M ? m m ? n ° v m rn M III IN - - mom M IMM0,, 00A SWIM r vol dn M M M Pinellas County FDOT Future Peak Hour Generalized US 19 Background Future Total Two Way LOS Std D Existing Peak Future LOS Peak Hour Peak Hour EB LOS Std D Peak Hour Hour Peak Std D Future Peak Future Peak Future Entering Exiting Coachman/ EB Exlsting LOS Service Peak Direction Direction Existing Capacity Background Direction Background Dlreoi Total Project Project NS US 19 CoachmanIN Roadway Segment lD Segment Dally Std Volume Capacity Volumes LOS Volumee• Growth Volumes LOS Volumes LOS Distribution Distribution Enter BUS I9E:N Total Drew St W NE US 19 4570 Coachman Rd. 69,703 D 2,512 2,790 3,642 F 5,410 147 3,789 C 3,790 C 3% 0% 1 0 1 NE Coachman Rd. to 4560 Sunset Point Rd. 80,204 D 2,510 2,790 4,191 F 5,410 169 4,360 D 4,364 D 0% 15% 0 5 5 NE Old Coachman Rd. m I Coachmen 4260 US 19 18,948 D 952 810 990 F 40 1,030 F 1,007 F 44% 2fi% 9 8 17 Road Belcher Rd. to Old 4270 Coachman Rd. 22,520 D 965 810 1,177 F 48 1,225 F 1,233 F 44% 9 0 9 w?= • w _ „?r,=•= = w • r•.. -, „,= a?•?uw•== ,,. ?w?=•==_ a _ ,a,w --.1 Q..... wee, ,,,•muwnyn svaang cnnrcs aW a inure -pions. mane per ruu i -neraiaed Lua i ame ror sum a reality located in an un mized area, US 19 would hew: a LOS D peak hour two way aepacky of 5410, and K site d accurdin for futurecondi ions. Net New P.M. Peak Hour Trips Applied Factors ___4 Emer Exit Years To Build OW Growth Rate K Factor D Factor 20 31 2 2% 0.095 0.55 c S 17' Z O - ? -n Z r? rr, O D m OC) Cm n<i o a N ? v mg ?m Z t 1 11 1 r EXISTING TRAFFIC CONDITIONS ORIGINAL RECEIVED L" i;, 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 ARTPLAN 2002 Conceptual Planning Analysis t t F r 1 1 Description/ File Information 3:\Transportation General\3obs\W 13454- Filename Clearwater\Responses Date Prepared 11/6/2006 to 10.24.06 Comments\AP_EX- NE Coachman Road.xml Program ARTPLAN Version 5.2.0 Analyst Agency District Arterial Name NE Coachman Road Begin Intersection Belcher Road InEnd tersection us 19 Study Period K100 Peak Direction Eastbound User Notes Facility Data Roadway Variables Traffic Variables Control Variables Multimodal Variables Paved Area Type Urbanized AADT 30000 Arrival Type 4 Shoulder/Bike NLane Class 2 K 0.095 Signals/Mile 3.00 Outside Lane Typical Width Posted Speed 45 D 0.55 Cycle Length 120 Pavement Typical Condition # Thru Lanes 4 PHF 0.925 Through g/C 0.44 Sidewalk Yes 10/6 Turns Excl. Sidewalk/Roadway Median Type Restrictive Lanes 12 Control Type SemiactuateciSeparation Typical Left Turn % Heav Sidewalk/ Roadwa Y D Y Lanes Yes Vehicles 2 Protective Barrier No l Base Rate Sat Flow 1900 is Obstacle top Bus IF No Local Adj. 0.98 Bus Freq Factor Adjusted Sat Bus Span Of Flow Rate 1825 Service 15 ORIGINAL RECEIVED 2 8 ZOOS PLANNING DEPARTMENT CITY OF CLEARWgTER 1 0 1 1 Automobile Segment Data g C% # Dir. AADT Hourly FFS Median Type Se ment # Length Turns Lanes Vol. i (to Old Coachman Road) 150 0.51 12 = 0.61989 22520 1177 50 j -Non-Restrictive 2 (to US 19) 80 0.5 0 50 0.61894 18947 990 50 Non-Restrictive Automobile LOS g Thru Mvmt Control Int. Approach Speed Segment Se ment # Flow Rate v/c Delay LOS (mph) LOS I F IF-ll 120.13 F 12.9 0 i (to Old Coachman Road) 11201F-71. 2 2 (to US 19) 35] F 0.59 11.1 B 34.6 Arterial Length 1.2 Auto Speed **** Auto LOS 0 Automobile Service Volume Tables A B C D E Lanes Hourly Volume In Peak Direction 1 550 1000 1060 *** *** 2 1180 2000 2120 *** *** 3 1810 3010 3170 *** *** 4 2440 4020 ?j j 4230 *** *** * 550 1000 1060 *** *** Lanes IF- Hourly Volume in Both Directions 2 11 1000 1810 1920 *** *** 4 2140 3640 3850 *** *** 6 3280 5470 5770 *** *** 8 4430 7310 7690 *** *** * 1000 1810 1920 *** *** Lanes Annual Average Daily Traffic 2 11 10500 19000 1 20200 *** *** 4 11 22500 38300 40500 *** *** 6 11 34600 57600 60700 *** *** 8 1 1 46600 76900 81000 *** *** * 1 10500 1 19000 20200 ?jj *** *** ORIGINAL RECEIVED C cir" 2, 8 2005 PLANNING DEPARTMENT CJTY OF CLEARWATER t 1 1 1 1 1 I 1 1 1 1 F 1 Multimodal Segment Data Pave Sidewalk Shldr Outside Sidewalk Roadway Obstacle Bus /Bike Lane Pave Side Roadway Protective To Bus Bus Span Segment # Lane Width Cond walk Separation Barrier Stop Freq Service 1 (to Old Coachman Road) No Typical Typical Yes Typical No No 15 2 (to US 19) No Typical Typical Yes Typical No No 15 Pedestrian SubSegment Data % of Segment Sidewalk Separation Barrier Segment # F-1-IF-2 -?0F1 00 1 00=?2 3? i (to Old Coachman Road) 100 Yes Typical No 2 (to US 19) 100 Yes Typical No Multimodal LOS Bicycle LOS Pedestrian LOS F Bus LOS Segment # Segment Score E =0 Segment Score Segment Adj.Bus i (to Old Coachman Road) 0 4.77 0 2 (to US 19) ?E 4.69 0 5.05 0 0.85 0 4.59 0 0.89 Bicycle LOS E EI Pedestrian LOS Eii] E] Bus LOS 87 ?F ORIGINAL RECEIVED ` t, 2 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER w is t I 1 1 r t I MultiModal Service Volume Tables Bicycle A B C 11 D E Lanes Hourly Volume In Peak Direction 1 ** ** 160 600 >600 2 ** 180 I 320 1200 >1200 3 120 270 480 1800 >1800 4 160 360 r-640 2400 >2400 * ** ** 160 11 600 >600 Lanes Hourly Volume In Both Directions 2 ** ** 300 1090 >1090 4 ** 330 590 2180 >2180 6 220 11 490 r 880 3270 >3270 8 ?- 280 650 1170 4360 >4360 300 1090 >1090 Lanes Annual Average Daily Traffic 2 ** ** 11 3100 11500 11 >11500 4 ** 3400 6200 23000 >23000 6 2300 5100 9300 34400 >34400 8 3000 6800 12300 45900 >45900 * ** ** 3100 11500 >11500 Pedestrian A B C D E Lanes Hourly Volume In Peak Direction 1 ** ** 500 > 500 *** 2 ** ** 990 > 990 *** 3 ** ** 1480 > 1480 *** 4 ** ** 1970 > 1970 *** * ** ** 500 > 500 *** Lanes - Hourly Volume In Both Directions 2 ** ** 900 > 900 *** 4 ** ** 1800 > 1800 *** 6 ** ** 2690 > 2690 *** 8 ** ** 3590 > 3590 *** * ** ** 900 > 900 *** Lanes Annual Average Daily Traffic . 2 ** ** 9500 > 9500 *** I 4 j **? ** 18900 > 18900 *** 6 ** ** 28300 > 28300 *** 8 ** ** 37700 > 37700 *** * ** ** 9500 > 9500 *** ORIGINAL RECEIVED ' 2.8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 Bus A B C D E Lanes Buses Per Hour In Peak Direction >7.00 11 >5.00 >=4.00 >=3.00 r>=2.00 Lanes Buses in Study Hour in Peak Direction (Daily) >7.00 >5.00 >=4.00 >=3.00 >=2.00 * Service Volumes for the specific facility being analyzed, based on # of lanes from the segment data screen. ** Cannot be acheived using table input value defaults. *** Not applicable for that level of service letter grade. See generalized tables notes for more details. **** Intersection capacity (ies) are exceeded for the full hour; an operational level analysis tool is more appropriate for this situation. 1 r t 1 ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 r L t URBAN STREET WORKSHEET #1 General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 1013012006 Time Period 4:00 - 6:00 P.M. Urban Street NE Coachman Road Direction of Travel East-bound Jurisdiction City of Clearwater nalysis Year 2006 Existing Project Description: W13454 - Wal-Mart Clearwater : 2006 Existing Input Parameters Anal sis Period(h) T = 0 25 Segment s y . 1 2 3 4 5 6 7 8 Cycle length, C (s) 90.0 Eff. green to cycle ratio, /C 0.390 /c ratio for lane group, X 0.740 Ca of lane group, c veh/h 669 Pct Veh on Gm., PVG Arrival type, AT 3 Unit extension, UE sec 3.0 Length of segment, L mi 0.62 Initial queue, Qb (veh) 0 Urban street class, SC 2 Free-flowspeed, FSS mi/h 45 Running time, TR s 53.4 Other delay, s 0.0 Delay Computation Uniform delay, d1 (s) 23.5 5.4 5.4 5.4 5.4 5.4 5.4 5.4 Incremental delay adj, k 0.30 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Upstream filtering ad' factor, 1 0.769 Incremental delay, d2 (s) 3.4 2.6 3.4 3.4 3.4 3.4 3.4 3.4 Initial queue delay, d3 (s) 0 Progression adj factor, PF 1.000 0.256 0.256 0.256 0.256 0.256 0.256 0.256 Control delay, d s 26.9 Segment LOS Determinat ion ravel time, ST (s) 80.3 ravelspeed, SA mi/h 27.8 Segment LOS C Urban Street LOS Determination Total travel time (s) 80.3 Total length (mi) 0.62 Total travel speed, SA (mi/h) 27.8 otal urban street LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 10/31/2006 9:50 AM ORIGINAL RECEIVED C EC 2 B 1006 PLANNING DEPARTMENT CITY OF CLEARWATER n C. t URBAN STREET WORKSHEET #1 General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 1013012006 Time Period 4:00 - 6:00 P.M. Urban Street NE Coachman Road Direction of Travel West-bound Jurisdiction City of Clearwater nalysis Year 2006 Existing Project Description: W13454: Wal-Mart Clearwater- 2006 Existing Input Parameters T = 0 25 P i d h A l i Segment s er o ( ) . na ys s 1 2 3 4 5 6 7 8 Cycle length, C (s) 160.0 Eff. green to cycle ratio, /C 0.250 /c ratio for lane group, X 0.750 Ca of lane group, c veh/h 446 Pct Veh on Grn., PVG Arrival type, AT 3 Unit extension, UE sec 3.0 Length of segment, L mi 0.62 Initial queue, Qb (veh) 0 Urban street class, SC 2 Free-flowspeed, FSS mi/h 45 Running time, TR (s) 1 53.4 Other delay, s 0.0 Delay Computation Uniform delay, d1 (s) 55.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 Incremental delay adj, k 0.31 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Upstream filtering adj factor, 1 0.769 Incremental delay, d2 (s) 5.4 2.6 3.4 3.4 3.4 3.4 3.4 3.4 Initial queue delay, d3 (s) 0 Progression adj factor, PF 1.000 0.256 0.256 0.256 0.256 0.256 0.256 0.256 Control delay, d (s) 1 60.8 Se ment LOS Determinat ion ravel time, ST (s) 114.2 ravelspeed, SA mi/h 19.5 Segment LOS D Urban Street LOS Determination Total travel time (s) 114.2 Total length (mi) 0.62 Total travel speed, SA (mi/h) 19.5 otal urban street LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 10/31/2006 9:48 AM ORIGINAL RECEIVED E 2 81006 PLANNING DEPARTMErVI CITY OF CLEARWATEp ?,I LJ 1 t FUTURE BACKGROUND TRAFFIC CONDITIONS ORIGINAL RECEIVED 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 11 1 ARTPLAN 2002 Conceptual Planning Analysis 1 Description/ File Information J:\Transportation General\Jobs\W 13454- Filename Clearwater\Responses to 10.24.06 Date Prepared 11/6/2006 Comments\AP_FB - NE Coachman Road.xml Program ARTPLAN Version 1 15.2.0 Analyst Agency District Arterial Name -] INE Coachman Road Begin Intersection Belcher Road InFEnd tersection us 19 Study Period K100 Peak Direction Eastbound User Notes Facility Data Roadway Variables Traffic Variables Control Variables Multimodal Variables Area Type Urbanized Paved AADT 30000 Arrival Type 4 Shoulder/Bike No Lane Class 2 K 0.095 Signals/Mile 3.00 Outside Lane Typical Width Posted. Speed 45 D 0.55 Cycle Length 120 Pavement Typical Condition # Thru Lanes 4 ype Restrictive Median T PHF 0.924 Through g/C 0.44 Sidewalk Yes % Turns Excl. Sidewalk/ Roadway Lanes 12 Control Type Semiactuated Separation Typical Left Turn Yes Lanes % Heavy Vehicles Sidewalk/Roadway No Protective Barrier F l Base Rate Sat Flow 1900 Local Adj. 0 98 Factor St Obstacle to Bus No Bus Freq F1 Adjusted Sat Flow Rate 1 Bus Span Of Service 15 ORIGINAL RECEIVED L - 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Automobile Segment Data ::]F-cycle RFAr. % # Dir. AADTH Length ourly S Median Type Segment # Length Type Turns Lanes Vol. 1 (to Old Coachman Road) 150 0.51 12 ?1 0.61989 23445 1225 50 Non-Restrictive 2 (to US 19) 80 0.5 50 ?1 0.61894 19713 1030 50 Non-Restrictive Automobile LOS Thru Mvmt Control Int. Approach 11 Speed ent Segment Flow Rate Delay PtS LOS (mph) 1 (to Old Coachman Road) 1167 1.25 142.69 F 11.4 0 2 (to US 19) 557 0.61 11.32 B 34.4 0 Arterial Length 1.2 Auto Speed **** Auto LOS 0 Automobile Service Volume Tables A B C D E Lanes Hourly Volume In Peak Direction 1 550 990 1060 *** *** 2 1 1 1180 2000 *** 2120 =1 *** IF 3 1 1 1810 3010 JL_ 3170 11 *** 1 1 *** 4 2430 4010 1 4230 *** *** * 550 990 1060 *** *** Lanes Hourly Volume In Both Directions 2 1000 1810 1920 *** *** 4 2140 3640 3850 *** *** 6 3280 5470 5770 *** *** 8 4430 7300 7690 *** *** * 1000 1810 1920 *** *** Lanes Annual Average Daily Traffic 2 10500 19000 20200 *** *** 4 22500 38300 40500 *** *** 6 11 34500 57600 60700 *** *** 8 46600 76800 81000 *** *** * 10500 19000 1 20200 *** *** ORIGINAL RECEIVED CF r 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Multimodal Segment Data Pave Sidewalk Shldr Outside Sidewalk Roadway Obstacle Bus /Bike Lane Pave Side Roadway Protective To Bus Bus Span Segment # Lane Width Cond walk Separation Barrier Stop Freq Service 1 (to Old Coachman Road) No Typical Typical Yes Typical No No 15 2 (to US 19) No Typical Typical Yes Typical No No ?1 15 Pedestrian SubSegment Data O/o of Segment Sidewalk Separation Barrier Segment # =F 2 0Fi F2 F 3 0F1 3? 1 (to Old Coachman Road) 1001 F Yes Typical No 2 (to US 19) 100 Yes Typical No Multimodal LOS Bicycle LOS Pedestrian LOS Bus LOS Segment # Segment Score ?1 ?2 0 Segment Score Segment Adj.Bus i (to Old Coachman Road) ?E 4.79 2 (to US 19) 0 4.71 0 5.17 0 0.85 0 4.69 0 0.89 Bicycle Pedestrian LOS EE EI Bus LOS .87 ?F ORIGINAL RECEIVED _? 2 8 2006 PLANNING DEPARTMft CIN OF CLEARWATER 1 1 1 1 1 MultiModal Service Volume Tables Bicycle A B C D E Lanes Hourly Volume In Peak Direction 1 ** ** 160 600 >600 2 ** 180 320 1200 >1200 3 120 270 480 1800 1 1 >1800 4 160 360 640 2400 >2400 * ** ** 160 600 >600 Lanes Hourly Volume In Both Directions 2 ** ** 300 1090 >1090 4 ** 330 590 11 2180 >2180 6 220 490 880 3270 >3270 8 280 650 1170 4360 >4360 * ** ** 300 1090 >1090 Lanes Annual Average Daily Traffic 2 ** ** 3100 11500 >11500 4 ** 3400 6200 23000 >23000 6 2300 5100 9300 34400 >34400 8 3000 6800 12300 45900 >45900 * ** ** 3100 11500 11 >11500 Pedestrian A B 11 C D E Lanes Hourly Volume In Peak Direction 1 ** ** 500 > 500 *** 2 ** ** 990 11 > 990 *** 3 ** ** 1480 > 1480 *** 4 ** ** 1970 > 1970 *** * ** ** 500 > 500 *** Lanes Hourly Volume In Both Directions 2 ** ** 900 > 900 *** 4 ** ** 1800 11 > 1800 *** 6 ** ** 2690 > 2690 *** 8 ** ** 3590 > 3590 *** * ** ** 900 > 900 *** Lanes Annual Average Daily Traffic 2 ** ** 9500 > 9500 *** 4 ** ** 18900 > 18900 *** 6 ** ** 28300 > 28300 *** 8 ** ** 37700 > 37700 *** * ** ** 9500 > 9500 *** ORIGINAL RECEIVED B 2006 PL'NNING DEP CITY OF CLEARWATEP I Bus A B C D E Lanes Buses Per Hour In Peak Direction ?Z >7.00-? >5.00 11 >=4.00 11 >=3.00 11 >=2.00 Lanes Buses in Study Hour in Peak Direction (Daily) >7.00 >5.00 11 >=4.00 >=3.00 >=2.00 * Service Volumes for the specific facility being analyzed, based on # of lanes from the segment data screen. ** Cannot be acheived using table input value defaults. *** Not applicable for that level of service letter grade. See generalized tables notes for more details. **** Intersection capacity (ies) are exceeded for the full hour; an operational level analysis tool is more appropriate for this situation. 1 fl t 1 1 ORIGINAL RECEIVED -C' 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER t 1 1 1 fl 1 t t 1 11 1 URBAN STREET WORKSHEET #1 General Information Site Information nalyst VS Agency/Co. CPH Engineer's Inc. Date Performed 1013012006 Time Period 4:00 - 6:00 P.M. Urban Street NE Coachman Road Direction of Travel West-bound Jurisdiction City of Clearwater nalysis Year 2008 Future Background Project Description: W13454: Wal -Mart Clearwater- 2008 Future Background Input Parameters P ri T = 0 25 i d h A l Segment s ys s e o ( ) . na 1 2 3 4 5 6 7 8 Cycle length, C (s) 160.0 Eff. green to cycle ratio, /C 0.250 /c ratio for lane group, X 0.780 Ca of lane group, c veh/h 446 Pct Veh on Gm., PVG Arrival type, AT 3 Unit extension, UE sec 3.0 Length of segment, L mi 0.62 Initial queue, Qb (veh) 0 Urban street class, SC 2 Free-flowspeed, FSS mi/h 45 Running time, TR s 53.4 Other delay, s 0.0 Delay Computation Uniform delay, d1 (s) 55.9 5.4 5.4 5.4 5.4 5.4 5.4 5.4 Incremental delay adj, k 0.33 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Upstream filtering ad' factor, 1 0.769 Incremental delay, d2 (s) 6.8 2.4 3.4 3.4 3.4 3.4 3.4 3.4 Initial queue delay, d3 (s) 0 Progression adj factor, PF 1.000 0.256 0.256 0.256 0.256 0.256 0.256 0.256 Control delay, d s 62.7 Segment LOS Determinat ion ravel time, ST (s) 116.0 ravelspeed, SA mi/h 19.2 Segment LOS D Urban Street LOS Determination Total travel time (s) 116.0 Total length (mi) 0.62 Total travel speed, SA (mi/h) 19.2 otal urban street LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 10/31/2006 9:51 AM ORIGINAL RECEIVED " 2, 8 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 r 1 1 1 1 URBAN STREET WORKSHEET #1 General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 1013012006 Time Period 4:00 - 6:00 P.M. Urban Street NE Coachman Road Direction of Travel East-bound Jurisdiction City of Clearwater [Analysis Year 2008 Future Background Project Description: W13454 - Wal Mart Clearwater : 2008 Future Background Input Parameters 25 P ri d(h T = 0 i A l Segment s ) . ys s e o na 1 2 3 4 5 6 7 8 Cycle length, C (s) 90.0 Eff. green to cycle ratio, /C 0.390 /c ratio for lane group, X 0.770 Ca of lane group, c veh/h 665 Pct Veh on Gm., PVG Arrival type, AT 3 Unit extension, UE sec 3.0 Length of segment, L mi 0.62 Initial queue, Qb (veh) 0 Urban street class, SC 2 Free-flowspeed, FSS mi/h 45 Running time, TR s 53.4 Other delay, s 0.0 Delay Computation Uniform delay, d1 (s) 23.9 5.4 5.4 5.4 5.4 5.4 5.4 5.4 Incremental delay adj, k 0.32 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Upstream filtering adj factor, 1 0.769 Incremental delay, d2 (s) 4.3 2.4 3.4 3.4 3.4 3.4 3.4 3.4 Initial queue delay, d3 (s) 0 Progression adj factor, PF 1.000 0.256 0.256 0.256 0.256 0.256 0.256 0.256 Control delay, d s 28.2 Segment LOS Determinat ion ravel time, ST (s) 81.6 ravelspeed, SA mi/h 27.4 Segment LOS C Urban Street LOS Determination Total travel time (s) 81.6 Total length (mi) 0.62 Total travel speed, SA (mi/h) 27.4 Total urban street LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 10/31/2006 9:52 AM ORIGINAL RECEIVED CE 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 1 1 1 1 1 F 1 1 1 F?l FUTURE TOTAL TRAFFIC CONDITIONS ORIGINAL RECEIVED C = 2 8 2006 PLANNING DEPARTMNT CITY OF CLEApWAT'F,,? 1 ARTPLAN 2002 Conceptual Planning Analysis 1 1 1 1 Description/ File Information J:\Transportation General\Jobs\W 13454- Filename Clearwater\Responses to 10.24.06 Date Prepared 11/6/2006 Comments\AP_FT - NE Coachman Road.xml Program ARTPLAN --] Version 5.2.0 Analyst Agency District Arterial Name NE Coachman Road Begin Intersection Belcher Road InEnd tersection 1 s 19 1 Study Period K100 Peak Direction Eastbound User Notes Facility Data Roadway Variables Traffic Variables Control Variables Multimodal Variables Paved Area Type Urbanized AADT 30000 J rrival Type 4 Shoulder/Bike No I A Lane Class 2 K 0.095 Signals/Mile 3.00 Outside Lane Width JFal Posted Speed 45 D 0.55 Cycle Length 120 CPave onditioent n Typical # Thru Lanes 11 4 PHF 0.925 Through g/C 0.44 Sidewalk Yes Median Type Restrictive % Turns Excl. 12 Control Type Semiactuated Sidewalk/ Roadway Typical Lanes Separation Left Turn Yes Lanes % Heavy Vehicles Sidewalk/ Roadway No Protective Barrier Base Sat Flow 1900 Obstacle to Bus No Rate Stop Local Adj. 0.98 Bus Freq 1 Factor I F Adjusted Sat Bus Span Of Flow Rate 1825 Service 15 ORIGINAL RECEIVED 2, 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 r 1 1 t 1 1 1 i 1 Automobile Segment Data ?]FCycleF7/--?F# I D. -1 g?C Type Turns Lanes Length FAD T HVoI!y H Median Type Segment # Length L (to Old Coachman Road) 150 0.51 0 12 ?1 0.61989 23598 1233 50 ?- Restrictive (to US 19) 80 0.5 50 ?1 0.61894 20038 1047 50 Restrictive Automobile LOS Thru peed Segment # Flow Rate t IF,-, c CDe ontrol Int. LOSoach 11 (mph) Se LOS Segment 1 (to Old Coachman Road) 1173 1.26 145.57 F 11.2 0 2 (to US 19) 566 0.62 11.41 B 34.4 0 Arterial Length 1.2 Auto Speed **** Auto LOS 0 Automobile Service Volume Tables A B C 11 D E Lanes Hourly Volume In Peak Direction 1 11 550 1000 1060 *** *** 2 1180 2000 2120 *** *** 3 1810 3010 3170 *** *** 4 2440 4020 4230 *** *** * 550 1000 1060 *** *** Lanes Hourly Volume In Both Directions 2 1000 1810 1920 *** *** 4 2140 3640 3850 ?I *** *** 6 3280 5470 5770 ***-*** 8 4430 7310 7690 *** *** * 1000 1810 1920 *** *** Lanes Annual Average Daily Traffic 2 10500 19000 1 20200 *** *** 4 11 22500 38300 40500 *** *** 6 34600 57600 60700 *** *** 8 46600 76900 81000 *** *** * 10500 19000 20200 *** *** ORIGINAL RECEIVED ' 2, 8 2006 PLANNING DEPARTMENT CITY OF CLEAQW.AT'-f 1 1 1 1 1 1 N 1 1 1 1 1 1 1 1 1 1 r i Multimodal Segment Data Pave Sidewalk Shldr Outside Sidewalk Roadway Obstacle Bus /Bike Lane Pave Side Roadway Protective To Bus Bus Span Segment # Lane Width Cond walk Separation Barrier Stop Freq Service i (to Old Coachman Road) No Typical Typical Yes Typical No No ?1 15 2 (to US 19) No Typical Typical Yes Typical No No ?1 15 Pedestrian SubSegment Data % of Segment Sidewalk Separation Barrier Segment # 1 2 F 3--]0=0?1 000?2 ?3 1 (to Old Coachman Road) 100 Yes Typical F- F No F- 2 (to US 19) 100 Yes Typical No Multimodal LOS Bicycle LOS Pedestrian LOS Bus LOS Segment # Segment Score ?1 ?2 0 Segment Score Segment Adj.Bus 1 (to Old Coachman Road) 0 4.80 2 (to US 19) 0 4.71 0 0 0 5.18 0 0.85 4.73 0 0.89 Bicycle I LOS H E Pedestrian LOS 4.97 l El Bus LOS [H] []F ORIGINAL RECEIVED C _;: 2, 8 2006 PLANNING DEPARTMENT CITY OF CLE'ARWATF:Q 1 A 1 t 11 w 11 I 1 A MultiModal Service Volume Tables Bicycle A B C 11 D E Lanes Hourly Volume In Peak Direction 1 ** ** 160 600 >600 2 ** 180 320 1200 >1200 3 120 270 480 1800 11 >1800 4 160 360 640 2400 >2400 * ** ** 160 11 600 >600 Lanes Hourly Volume In Both Directions 2 ** ** -= 300 1090 >1090 4 ** 330 590 2180 >2180 6 220 490 -? 880 3270 >3270 8 280 650 1170 4360 11 >4360 * ** ** -? 300 1090 >1090 Lanes Annual Average Daily Traffic 2 ** ** 3100 11500 >11500 4 ** 11 3400 6200 23000 >23000 6 2300 5100 9300 34400 >34400 8 3000 6800 12300 45900 >45900 -71 * ** ** 3100 11500 >11500 Pedestrian A B 11 C 11 D E Lanes Hourly Volume In Peak Direction 1 ** ** 500 > 500 *** 2 ** ** 990 > 990 *** 3 ** ** 1480 > 1480 *** 4 ** ** 1970 > 1970 *** * ** ** 500 > 500 *** Lanes Hourly Volume In Both Directions 2 ** ** 1 1 900 11 > 900 *** 4 ** I F ** 1 -71 1 1800 > 1800 *** 6 ** ** 2690 > 2690 *** 8 1 ** ** = 1 3590 > 3590 *** * ** ** 900 > 900 *** Lanes Annual Average Daily Traffic 2 ** ** 9500 > 9500 *** 4 ** ** 18900 > 18900 *** 6 ** ** 28300 > 28300 *** 8 ** ** -? 37700 > 37700 IF- I *** 9500 > 9500 =** I ORIGINAL RECEIVED 2 8 2000 PLANNING DEPARTMENT CITY OF CLEAPWATEP 1 1 I Bus A B C D E Lanes Buses Per Hour In Peak Direction >7.00 >5.00 11 >=4.00 >=3.00 >=2.00 Lanes Buses in Study Hour in Peak Direction (Daily) >7.00 >5.00 11 >=4.00 7711 >=3.00 >=2.00 * Service Volumes for the specific facility being analyzed, based on # of lanes from the segment data screen. ** Cannot be acheived using table input value defaults. *** Not applicable for that level of service letter grade. See generalized tables notes for more details. **** Intersection capacity (ies) are exceeded for the full hour; an operational level analysis tool is more appropriate for this situation. 1 t 1 1 ORIGINAL RECEIVED 'b 2 B 2006 PLANNING DEPARTMENT CITY OF CLFARWATFP t t t r URBAN STREET WORKSHEET #1 General Information Site Information Analyst VS Agency/Co. CPH Engineer's Inc. Date Performed 1013012006 Time Period 4:00 - 6:00 P.M. Urban Street NE Coachman Road Direction of Travel East-bound Jurisdiction City of Clearwater nalysis Year 2008 Future Total Project Description: W13454 - Wal Mart Clearwater : 2008 Future Total Input Parameters sis Period(h) T = 0 25 Anal Segment s . y 1 2 3 4 5 6 7 8 Cycle length, C (s) 90.0 Eff. green to cycle ratio, /C 0.390 /c ratio for lane group, X 0.780 Ca of lane group, c veh/h 663 Pct Veh on Gm., PVG Arrival type, AT 3 Unit extension, UE sec 3.0 Length of segment, L mi 0.62 Initial queue, Qb (veh) 0 Urban street class, SC 2 Free-flowspeed, FSS mi/h 45 Running time, TR s 53.4 Other delay, s 0.0 Delay Computation Uniform delay, d1 (s) 24.1 5.4 5.4 5.4 5.4 5.4 5.4 5.4 Incremental delay adj, k 0.33 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Upstream filtering adj factor, 1 0.769 Incremental delay, d2 (s) 4.6 2.4 3.4 3.4 3.4 3.4 3.4 3.4 Initial queue delay, d3 (s) 0 Progression adj factor, PF 1.000 0.256 0.256 0.256 0.256 0.256 0.256 0.256 Control delay, d s 28.7 Segment LOS Determinat ion ravel time, ST (s) 82.1 ravelspeed, SA mi/h 27.2 Segment LOS C Urban Street LOS Determination Total travel time (s) 82.1 Total length (mi) 0.62 Total travel speed, SA (mi/h) 27.2 Total urban street LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 10/31/2006 9:53 AM ORIGINAL RECEIVED '7t[O" 2 8 2006 PLANNING DEPARTMEEN CITY OF CVFAPIAJXr?_ 1 r u u i t r r 1 URBAN STREET WORKSHEET #1 General Information Site Information nalyst VS Agency/Co. CPH Engineer's Inc. Date Performed 1013012006 Time Period 4:00 - 6:00 P.M. Urban Street NE Coachman Road Direction of Travel West-bound Jurisdiction City of Clearwater nalysis Year 2008 Future Total Project Description: W13454: Wal - Mart Clearwater- 2008 Future Total Input Parameters sis Period(h) T = 0 25 Anal Segment s y . 1 2 3 4 5 6 7 8 Cycle length, C (s) 160.0 Eff. green to cycle ratio, /C 0.250 /c ratio for lane group, X 0.800 Ca of lane group, c veh/h 445 Pct Veh on Gm., PVG Arrival type, AT 3 Unit extension, UE sec 3.0 Length of segment, L mi 0.62 Initial queue, Qb (veh) 0 Urban street class, SC 2 Free-flowspeed, FSS mi/h 45 Running time, TR s 53.4 Other delay, s 0.0 Delay Computation Uniform delay, d1 (s) 56.3 5.4 5.4 5.4 5.4 5.4 5.4 5.4 Incremental delay adj, k 0.34 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Upstream filtering ad' factor, 1 0.769 Incremental delay, d2 (s) 7.9 2.2 3.4 3.4 3.4 3.4 3.4 3.4 Initial queue delay, d3 (s) 0 Progression adj factor, PF 1.000 0.256 0.256 0.256 0.256 0.256 0.256 0.256 Control delay, d s 64.1 Segment LOS Determinat ion ravel time, ST (s) 117.5 ravelspeed, SA mi/h 19.0 Segment LOS D Urban Street LOS Determination Total travel time (s) 117.5 Total length (mi) 0.62 Total travel speed, SA (mi/h) 19.0 Total urban street LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 10/31/2006 9:54 AM { p CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 ?'.+???R,/j??1 TELEPHONE (727) 562-4567 FAx (727) 562-4865 PLANNING DEPARTMENT October 31, 2007 Daniel Moyer, E.I. CPH Engineers, Inc. 3277A Fruitville Road Sarasota, FL 34237 RE: Development Order for Case No. FLS2006-07044 23106 US Highway 19 N Dear Mr. Moyer: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On November 16, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to permit the expansion of an existing 119,530 square-foot retail sales and services use (Wal-Mart) to a Wal-Mart Supercenter with and expanded Garden Center of a total of 157,990 square feet in the Commercial District with a reduction to the side (east and north) setback from 10 feet to zero feet (to existing pavement), reductions to the side (west) setback from 10 feet to 5.09 feet (to existing pavement) and to 5.49 feet (to proposed pallet and cardboad bale storage area) and a reduction to required parking from 790 spaces (five spaces per 1,000 sf GFA) to 766 spaces (4.848 spaces per 1,000 sf GFA), under the provisions of Section 2-703.R, and a reduction to the side (east and north) landscape buffer from five feet to zero feet (to existing pavement), as a Comprehensive Landscape Program, under the provisions of Section 3- 1202.G. The DRC recommended approval of the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 16.5 acres is located on the west side of US Highway 19 N between NE Coachman Road and Stag Run Boulevard and is zoned Commercial District; 2. That the property is currently developed with a Wal-Mart retail sales store of 119,530 square feet (including the garden center); 3. That the proposal is for a 38,460 square-foot addition to the north side of the existing building, converting the store to a Wal-Mart Supercenter (retail sales), of a total square footage of 157,990 square feet (including the garden center); 4. That the existing driveway with its median on US Highway 19 N will remain in its present location, but be modified to provide a wider turning radius for ingress to the property, which exceeds the Code vehicle stacking requirements; 5. That the eastern driveway on NE Coachman Road will remain in its present location, exceeding the Code vehicle stacking requirements; 6. That the western driveway on NE Coachman Road will be relocated slightly eastward and is designed to exceed the Code vehicle stacking requirements; FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" • October 31, 2007 Moyer - Page 2 7. That existing cross accesses with the outparcels on US Highway 19 N and with the outparcel at the southeast corner of the property are being maintained; 8. That the parking areas east and south of the building are primarily being maintained in their current location, but being modified to meet Code requirements and to meet proposed design parameters; 9. That setback and landscape buffer reductions on the north and east sides are adjacent to the Wendy's and Jiffy Lube properties and are for existing pavement conditions to remain; 10. That setback reductions on the west side adjacent to the Progress Energy power line right-of-way are to existing pavement on the south side, are to accommodate required drive aisle widths for existing and proposed compactor dumpsters on the west side of the building and are to a necessary proposed pallet and cardboard bale storage area at the northeast corner of the building; 11. That the proposed pallet and cardboard bale storage area will provide a required storage area away from the building to meet Fire Code requirements, will screen stored items from public view by walls and fences and stored materials will be restricted to be no higher than the surrounding walls/fence; 12. That the proposal includes a reduction to required parking from 790 spaces (five spaces per 1,000 sf GFA) . to 766 spaces (4.848 spaces per 1,000 sf GFA), which has been justified through a parking reduction study; 13. That the proposal complies with landscape buffer requirements, as modified through the Comprehensive Landscape Program; 14. That required foundation landscaping is being provided; 15. That the applicant has worked with the detached dwelling neighborhood to the west and staff regarding tree and vegetation preservation along the west property line to ensure existing tree canopy and vegetation will continue to screen views of the building and vehicular use areas on the west side of the building and/or be augmented to aid in such continued screening; 16. That the proposed building addition and existing fagade of the building will be upgraded to a higher quality with exterior colors of roycroft rose (primary color), birdseye maple, privilege green and renwick beige; 17. That the proposed building addition height will match that of the existing building; 18. That existing signage (freestanding and attached) must be brought into conformance with Code requirements and will be handled under Comprehensive Sign Program #SGN2006-07010; 19. That the proposal is consistent and compatible with surrounding commercial development. Conclusions of Law: 1. The proposal complies with Retail Sales and Services criteria under Section 2-703.R; 2. The proposal complies with General Applicability criteria under Section 3-913; 3. The proposal complies with the Comprehensive Landscape Program criteria of Section 3-1202.G; and 4. The proposed expansion is compatible with the surrounding area. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to and approved as part of Case FLS2006-07044; 2. That a Declaration of Unity of Title document be recorded in the public records prior to the issuance of any permit; 3. That a vinyl windscreen shade cloth or other material acceptable to the Planning Department providing 100 percent opacity, of a color the same as the building (roycroft rose) or black, located on the fencing along the east, west and south elevations of the garden center be maintained in a clean and attractive appearance and shall be in good repair at all times; 4. That the storage of materials within the enclosed garden center, including the racks, not be visible above any fencing, walls or other screening, and not exceed 15 feet in height; October 31, 2007 Moyer - Page 3 5. That the height of items stored in the pallet/bale storage area not exceed the height of the surrounding wall/fence; 6. That the management of the store fully enforce the requirements/limitations of this Development Order at all times; 7. That no outdoor storage or display of materials/goods be located beyond the limits of the approved garden center (e.g. in the parking lot, drive aisles, etc.), except as may be permitted through approved Temporary Use Permits; 8. That, prior to the issuance of any permits, the landscape plans be amended to include the following: a. a continuous hedge along the property lines of the outparcel in the southwest corner of the site; b. upgrading the interior islands south/southwest of the garden center with shrubs and groundcovers; c. upgrading the new interior islands north of the building with shrubs and groundcovers; d. indication that the crape myrtle and tree ligustrum be two-inch average caliper; e. to gain greater diversity of tree species, replacement of oaks (live and/or high rise) with magnolias or other shade trees acceptable to the Planning Department; and f. provision of dahoon holly trees every 30 - 35 feet along Stag Run Boulevard west of the driveway; 9. That, prior to the issuance of the Certificate of Occupancy/Completion for the addition, landscaping along the west portion of the property provide a continuous buffer/screen for the residential area to the west (including shade or accent trees every 35 feet), acceptable to the Planning Department, and that the owner maintain this landscape area; 10. That, prior to the issuance of any permits, plans be amended to include the following: a. site data to accurately show proposed parking spaces at 766 spaces; b. provision of wheel stops at handicap parking spaces for the protection of handicap signage; c. chain link fencing along the south edge of Pond #1 and the pre-treatment area east of the driveway to Stag Run Blvd. be green or black vinyl coated; d. design of the recycling dumpster area in the southeast corner of the property in accordance with Solid Waste Department requirements; e. since the retention pond has been modified, a revised drainage report reflecting the proposed changes, including documentation that the required volume is still met; and f. traffic lanes separator flex-posts be setback 25 feet from the front property line at the US Highway 19 N driveway; 11. That signage for the property be brought into compliance with Code requirements under the Comprehensive Sign Program #SGN2006-07010; 12. That plans to be submitted for the site development building permit include all plan sheets indicated with an asterisk (not included in this set) for this Flexible Standard Development application; and 13. That, prior to the issuance of the Certificate of Completion, the developer satisfy the requirements of the Public Arts Ordinance (Clearwater Ordinance No. 7489-05); I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above 13 conditions. The approval is based on and must adhere to the site plan and application dated received September 13, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (October 31, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license 1 s t October 31, 2007 Moyer - Page 4 ? i affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on November 8, 2007. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner 111, at 727-562-4504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, r Michae De k, A Planning Director S: (Planning DepartmentlC D BlFlex Standard (FLS)Vnactive or Finished Cases)US Hwy 19 N 23106 Wal-Mart (C) - Approved)US Hwy 19N23106 FLS2006-07044 Development Order. doc v . ~ a~o~ o7~I ~ - ~ 3277A Fruitville Road Sarasota, FL 34237 Phone: 941.365.4771 Fax: 941.365.4779 Certificate of Authorization No. 3215 ©2007 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Management ' ~ Design/Build 1 ~ ~ w ~ a o ~ ~ ~ Z;~ ~ o ~ , o rl, m ELE~TRI SERVI C E C INDEX OF SHEETS OWNER - - _ _ ,m PROGRESS ENERGY - - DEVEL PER - - .L,,..,~ C-1 COVER SHEET 2501 25TH STREET NORTH ® ~ ~ ~ ~r _ C-2 GENERAL NOTES ST. PETERSBURG, FLORIDA 33714 WAL-MART STORES EAST, L.P. o _ 727 562-5738 2001 SE 10TH ST. ( ) C-3 SURVEY (COVER SHEET) BENTONVILLE, AR 72716-0001 ATTN: JEAN TALHOIJK ,o _ C-3A - C-3D SURVEY 479 273-4000 9 - ( ) - o TELEPHONE SERVI E C . ~e n C-4 - C-4A SITE DIMENSION PLAN C-4B TRUCK ROUTE SIMULATION SHEET IVI L EN I N VERIZON .:FLORIDA ..:.INC. C G EER 19 C-5 - C-5A DEMOLITION PLAN w w 1280 CLE'JELAND ST. FLOW .:5033 P; ` LAND PLANNER C-6 - C-6A PHASE I -EROSION AM© SEDIMENTATION CONTROL PLAN Q Q CLEARWATER, FLORIDA 33755 ~A - Bnoe I 19 CPH ENGINEERS INC. (•727) 562W.11.24 ; c ~ C-6B - C-6C PHASE II - ER~~!ON AND SEDIMENTATION CONTROL PLAN Q ~ ~ ~ a~ 3277A FRUITVILLE ROAD ATTN: ;ER,~. ~ WAIDLEY ~ 0. C-6D - C-6E EROSION AND a~~IMENTATION CONTROL DETAILS U SARASOTA, FLORIDA 34237 n C-7 - C-7A SITE GRADING AND STORM DRAINAGE PLAN ~ (941) 365-4771 CA~~.:;o~ SERVI E slrE C ATTN: DAN MOYER ,e,. ~ C-8 SITE "GRADING. AhID DRAINAGE DETAILS AND CROSS SECTIONS 0 0 EMAIL: DMOYER(~CPHENGINEERS.COM BRIGi riOUSF NETWORKS _ ~,a m_e n C-9 - C-9A COMPOSITE UTILITY PLAN 700 CARIL~~N P ARKWAY SUITE 6 C-10 UTILITY DETAILS U U SURVEY R s . PETEr.:,. uR~-: O T TSB ,FLORIDA 33716 C-11 - C-11 B OFF SITE IMPRL~V~IV'IENTS PLAN & PROFILES ~ 0 727 32^ LOCATION MAP ( ) _ 841 CPH ENGINEERS, INC. ".T.S. ATTN: DOIs .,NTHONY C-12 - C-12A OFF SITE IMPROVEMENTS CROSS SECTIONS ~ ~ 3277A FRUITVILLE ROAD t- C-13 - C-13A OFF SITE IMPROVEMENTS SIGNAGE & PAVEMENT- SARASOTA FLORIDA 34237 ASS G ER VICE MARKING PLAi4 _ ~ m m (941) 365-4771 n. ATTN: BOB WALDREF C-14 - C-14A GENERAL DETAILS N ai CLEARWATER GAS: EMAIL: BWALDREF~CPHENGINEERS.COM ~ 2551 DREW STREET SUITE 304 ~ 'f C-15 - C-15A SITE LIGHTING P!.c,AN CLEARWATER', FLORIDA 33765 ~ L-1 - L4 LANDSCAPE PLAN AND DETAILS N ~ ~ ~ N O GEOTE HNI ~ ° C A C L (727).66.9-1958 Z o TR-1 - TR-4 TREE RETENTION PLAN AND DETAILS t0 ATTN: TAMMI J N ENGINEER o wATSON SITE _ ~9 a I-1 - I-3 IRRIGATION PLAM AND DETAILS a Q Q a Q Q Q z° NODARSE & ASSOCIATES, INC. Z LOCAL A 504 EAST TYLER STREET ~F a !C STAG R N BLVD z NOT INCLUDED IN THIS SET ~ ~ a a ~ o TAMPA, FLORIDA 33602 I _ O N JUR SDI TI C z Y o~ Z o ~ 0 83 - ~ a (1) 221 0050 0 ~ U ATTN: CRAIG ANSTETT P.E. ~ ~ ~ CITY OF CLEARWATER DEVELOPME NT AND ~ NEIGHBORh~OD SERVICES 1- ~ NE OA HM N ~ ~ MUNICIPAL SERVICES BUILDING, 2ND FLOOR a Q TRANSP R O TA TION .fl ~ .n 100 S. MYRTLE AVENUE ~ w ~0 CLEARWATER FLORIDA 33 g ENGINE 756 ~ ER a. P Zoaaiaag Appl"oved ~ ~ ~ ; o 727 562-4567 ( ) CITY OF CLEARWATER m 3 v ~ ai ~ Z P A NING DEPT. .N ~ ~ a ~ gi CPH ENGINEERS INC. ~ ~oP BY DO UQ~ ~-°~i~ 500 NORTH WESTSHORE BLVD. DA SUITE 760 CITY OF CLEARWATER PUBLIC WORKS MUNICIPAL TAMPA, FLORIDA 33609 SERVICES BUILDING ROOM #220 (813) 288-0233 VICINITY MAP 100 S. MYRTLE AVENUE ATTN: JOHN MELENDEZ CLE N.rs. ARWATER, FLORIDA 33765 (727) 562-4608 ENVIR ONM ENTAL u. C N O L S U TA NT w , ~ CPH ENGINEERS, INC. 500 WEST FULTON STREET W ~W~ SANFORD, FLORIDA 32771 W a ~ W (407) 322-6841 Z~ ATTN: AMY WRIGHT N- W NOTES: ~a ST 1. ALL NECESSARY INSPECTIONS AND I OR CERTIFICATIONS REQUIRED 8Y CODES OR MWATER W > ~o AND 1 OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. SOUTHWEST FLORIDA WATER . ~o MANAGEMENT DISTRICT 2. THE SITE WORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET Q~~Z OR EXCEED THE "WAL-MART STANDARD SITE WORK SPECIFICATIONS." 7601 US HWY 301 ORIGINAL r~n Z_~ TAMPA, FLORIDA 33637-6759 RRCENR~ ~ 1 Y 1-800-836-0797 U PLANNINi~ CJf<pARTM~Ni CRY ~F 1+~~112WAT@R i Sheet No. PAVING TIMING REQUIREMENTS GENERAL PROVISIONS GRADING 1. INSTALL SUBGRADE AND BASE COURSE MATERIALS WITHIN 46 HOURS OF THE REMOVALlOPEN CUTTING WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS - 1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL OF [:XISTING PAVEMENT CONSISTING OF STREETS, DRIVEWAYS, OR SIDEWALK INSTALL FINAL 1. GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR T( AGENCY PERMITS. SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT, PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE S ECONTRACTOR TOEXPRESS THE GENERAL GRADING INTENT OF THE ADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS 1. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE WATER SYSTEMS SHOWN ON THESE PLANS IS CDv of Clearwater .THE I THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWI 2. ALL CON5TRUCTION PROJECTS t OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AR[AS ARE REQUIRED TO ABIDE BY 2. AREAS TO RECEIVE ASPHALT SHALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN 4B HOURS ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL E :PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF City of~ Clearwater . THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT. THE AFTER ACCEPTANCE OF BASE COURSE. TEMPORARY EROSION CONTROL CONSISTS OF PLACEMENT OF HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEE L SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING VER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING 2. ALL WATER AND RECLAIMED MAIN PIPE SHALL BE EITHER DUCTILE IRON OR PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR PREPARING THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMITTING A BITUMINOUS PRIME COAT AND SANDING THE SURFACE. PERMANENT EROSION CONTROL CONSISTS EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVE[ NPDES "NOTICE OF INTENT" (N.O.1.) AND "NOTICE OF TERMINATION" (N.O.T.) NOTICES TO THE EPA OR LOCAL STATE AGENCY OF PLACEMENT OF THE STRUCTURAL COURSE. IS BEEN ACHIEVED. 3. BURIED DUCTILE IRON PIPE SHALL CONFORM WITH ANSIIAWWA C150/A21.50 AND C1511 A21.51, AND SHALL HAVE A MINIMUM WORKING HAVING JURISDICTION OVER THE NPDES PROGRAM. THE CONTRACTOR SHALL KEEP ONSITE A COPY OF THE SWPPP, NO1, AND 2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL 'SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PRESSURE OF 150 PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE 3277A Fruitville Road WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER WITH THE INSPECTION REPORTS AND CURRENT PLANS, AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FOOT COARSE PROVIDE A SMOOTHLY Tit4NSITIONED DRIVING SURFACE FOR VEHICLES WIl INCLUDING ANY MODIFICATIONS REQUIRED. AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. UNUSUALLY STEEP OR REVERSE CROSS SLOPES. THE STANDARD CROWN E 'OR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO INDICATED ON THE DRAWINGS: A} 12"DIAMETER AND SMALLER = PC 350; B)14"THROUGH 24"DIAMETER = PC 250; C) 30" THROUGH 64" Sarasota, FL 34237 ANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN DIAMETER = PC 200. _ ~ POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RES )NTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE A80VE AND THE Phoue: 941.365.4771 3. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION EROSION AND SEDIMENT CONTROL ENGINEER SHALL BE CONSULTED 50 THAT HE MAY MAKE ANY AND ALL REQI PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLAN ANY AND ALL REQUIRED INTERPRETATIONS OFTHE PLANS OR GIVE 4. EXPOSED PIPE 4"AND LARGER SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWAlANSI C1151A21.15, AND SHALL Fax: 941.365.4779 TENT OF THE PLANS. HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITH THE FOLLOWING THICKNESS CLASS (TC) DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE 1. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 4"DIAMETER = TC 54; B) 6"THROUGH 24"DIAMETER = TC 53 Certificate of ATTENTION OF THE ENGINEER IMMEDIATELY. COMMENCEMENT OF CONSTRUCTION. SEDIMENT CONTROL CONSISTS OF SILT FENCING, HAY BALES, AND 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT S FLOATING TURBIDITY BARRIERS PER FOOT INDEX N0.102AND 103. EROSION CONTROL CONSISTS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURF )M SETTLEMENT SHALL 8E FILLED AND COMPACTED. TOPS OF Authorization No. 3215 .D. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, 5. DUCTILE IRON PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS SHALL HAVE AN 8-MIL POLYETHYLENE WRAP IN ACCORDANCE WITH 2007 4. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER SEEDING AND MULCHING, SODDING, WETTING SURFACES, PLACEMENT OF COARSE AGGREGATE, COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABL TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. CPH ENGINEERS, INC. ASSUMES NO TEMPORARY PAVING. BLADE GRADER OPERATIONS. AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY ANSIJASTM D1248. RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. - 6. PVC PIPE 4" -12"SHALL CONFORM TO AWWA C900. PIPE 14" - 36"SHALL CONFORM TO AWWA C905. PIPE SHALL CONFORM TO ASTM Engineers 2. MAINTAIN TEMPORARY EROSION CONTROL SYSTEMS AS DIRECTED BY OWNER OR GOVERNING 4. SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT AMINIMUM OF'/,-IN( 5. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AUTHORITIES TO CONTROL EROSION AND SILTATION DURING LIFE OF CONTRACT. OWNER HAS AUTHORITY ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BI MINIMUM OF'/,-INCH PER FOOT FOR 10 FEET. FINISHED SURFACES D1784, TYPE I, GRADE I, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE Sure ors AND LOGO OF THE PROFESSIONAL. CPH ENGINEERS, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, OTHER AREAS SHALL BE WITHIN 3 INCHES OF THE PROPOSED GRADE. 1CTURES SHALL 8E WITHIN 1 INCH OF THE PROPOSED GRADE. ALL CLASS 150 (DR18) WITH MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS SHALL BE iED GRADE. RUBBER GASKETED CONFORMING TO AWWA C900 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER Architects PROFESSIONALS. EXCAVATION, TRENCHING, BORROW AND EMBANKMENT OPERATIONS. OWNER ALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY EROSION AND SEDIMENT NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALI PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH-ON JOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE 6. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE CONTROL MEASURES. OCCUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAR 4ND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY GASKET IN PLACE. SHALL BE REPAIRED AND GRADES REESTABLISHED TO THE Planners MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS 3. CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR TO THE OWNER 7. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSIlAWWA C1101A21.10 OR ANSIIAWWA C153lA21.53. ALL Landsca a Architects AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING FULL BODY (C1101A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (C153JA21.53) SHALL BE ~ PRESSURE RATED TO 350 PSI, MINIMUM. Environmental Scientists REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER. EXCAVATION, TRENCHING, AND FILL SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT 4. CONTRACTOR WILL BE REQUIRED TO INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION 8. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE LINED AND COATED. INTERIOR LINING SHALL BE STANDARD THICKNESS ANSI A21.4 5HA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA CEMENT MORTAR LINING AND BITUMINOUS SEAL COAT. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL HAVE AN ANSI A21.51 Construction DOCUMENTS. PROJECT AT EARLIEST PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS. TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION MET THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. INSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH OR A21.10 BITUMINOUS COATING. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPLIED RUST INHIBITING 1C~lanagement 7. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF 5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENTA MINIMUM EPOXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL 8E PAINTED WITH TWO COATS TNEMEC SERIES 2 TNEME_GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC N0.6900 SERIES, OR EQUAL, AT % Design/Build MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE BY SAME. SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS. fER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT MINIMUM 4 MILS DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING PROTECT ADJACENT PROPERTIES AND WATER BODIES. 3. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER RETENTI N iITE AREAS. 9. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSIJAWWA M1~aa~~`0 ~ + AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIVE 0 P IEER RETENTION POND AS-BUILTS, INCLUDING TOP AND BOTTOM C1111A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED. ~e~' ' • EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT 6. GRASS ALL DISTURBED AREAS WITHIN 7 DAYS OF INITIAL DISTURBANCE. TYPE OF GRASSING SHALL BE AS ELEVATIONS MEASURED AT A MINIMUM OF SIX LOCATIONS ALONG EACH PON[ PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD FOLLOWS: TEMPORARY GRASSING TO BE SODDING AT ALL DRAINAGE STRUCTURES, RETENTION AREAS, CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS. ALONG EACH POND, POND LENGTH AND WIDTH DIMENSIONS, AND , L 10. ALL FITTINGS SHALL BE RESTRAINED IN ACCORDANCE WITH DIPRA, "THRUST RESTRAINT DESIGNED FOR DUCTILE IRON PIPE". PIPE ,y ' ~ " ~ i a r r-° AND LAB CURED STRENGTH SAMPLES AND TESTING. SWALES AND DITCHES, AND WHERE SLOPES ARE STEEPER THAN 5:1. TEMPORARY GRASSING CAN BE SEED 4. FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 10,000 SQUAF JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S ~ ~ ; d ~ y "j AND MULCH AT ALL OTHER LOCATIONS UNLESS OTHERWISE INDICATED IN THE DRAWINGS OR GENERAL BACKFILLING, MINIMUM 2 TESTS EACH LAYER; B) ONE TEST FOR [JA( 9. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR SPECIFICATIONS. BACKFILL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 300 LII ACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. DUCTILE IRON RESTRAINED JOINTS SHALL BE ~ J J )NE TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF AMERICAN FAST GRIP GASKET, FLEX-RING, FIELD FLEX RING, LOK-RING, USPIPE TR-FLEX, EBAA MEGALUG, OR EQUAL. PVC PIPE JOINTS - ; APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE TEST PER LIFT PER I f FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF SHALL BE RESTRAINED USING MECHANICAL DEVICES, UNI-FLANGE BLOCK BUSTER SERIES 1350 OR ENGINEER APPROVED EQUAL. ' ~ ~ - SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL, THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION 7. INSPECT EVERY TWO WEEKS DURING CONSTRUCTION. REMOVE ANY SEDIMENT BUILD-UP. REPAIR AND 1000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS, THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEERTHE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR REINSTALL ANY DAMAGED OR MISSING SEDIMENT CONTROL MEASURES. INSTALLADDITIONALMEASURES IF :ST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER ~ ~ c~ Vic. 2 TESTS. 11. ALL SERVICE PIPING -3") SHALL BE POLYETHYLENE. SDR-PR PE PIPE SHALL 8E MANUFACTURED FROM PE3408 AND SHALL CONFORM = ~ ~'o^ ~ APPROVAL, INSPECTION REVEALS ADDITIONAL SEDIMENTATION CONTROL IS NECESSARY, 5. IT IS INTENDED THAT PREVIOUSLY FJ(CAVATED MATERIALS CONFORMING TO' TO AWWA C901. ALL PIPE SHALL BE DR9, PRESSURE CLASS 200 PSI. PIPE AND FITTINGS SHALL BE NSF APPROVED FORTHE USAGE TO +°°~~°e^•''' d~ CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHICH THEY ARE TO BE APPLIED. JOINTS INSDR-PR PE PIPE SHALL BE BUTT HEAT FUSION OR SOCKET HEAT FUSION TYPE. FITTINGS ''a,, ~ ~ ~ 10. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY 6. AREAS TO BE PAVED SHALL BE TREATED WITH A BITUMINOUS PRIME COAT AND SANDED TO MINIMIZE WHEREVER POSSIBLE. SHALL BE MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE OF THE SAME SDR OR LESS. PROVIDE ADAPTERS AS ' ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATEST EDITION OF THE EROSION, WHERE PAVING IS SCHEDULED TO OCCUR MORE THAN 48 HOURS AFTER INSTALLATION OF BASE REQUIRED TO JOIN PE PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. )N A-1, A-3, A-2-4, A-2.6; ASTM D2487 CLASSIFICATION GW, GP, GM, - _ "RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THE AMERICAN COUNCIL COURSE. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FOOT A. ACCEPTABLE MATERIALS: AASHTO M145CLASSIFICATION A-1, A-3, A-2-4, I OF INDEPENDENT LABORATORIES. COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF INSTALLATION OF THE SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND Sl V THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE 12. ALL SERVICE SADDLES SHALL CONSIST OF DUCTILE IRON BODIES IN ACCORDANCE WITH ASTM A536, WITH DOUBLE STAINLESS STEEL SUBGRADE. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT. THAN 12% OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIE JE NUMBER 200 SIEVE. STRAPS,. BOLTS, WASHERS AND NUTS. STAINLESS STEEL TO BE TYPE 304. NUTS TO BE TEFLON COATED. DUCTILE IRON BODY TO BE ~ 11. TESTING RESULTS SHALL BE PROVIDED TO THE OWNERIOPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE TRAFFI C CONTROL B. UNACCEPTABLE MATERIALS: AASHTO M145CLASSIFICATION A-2-5, A-2-7, PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. FUSION BONDED NYLON COATING, MINIMUM THICKNESS 12 MILS. OUTLET OF SADDLE TO HAVE NPT THREADS. 0 m STION A-2-5, A-2-7, A-4, A-5, A-6, A-7, A-8; ASTM D2487 CLASSIFICATION GC, SC, ML, MH, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITF E APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION 13. ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, CORPORATION STOPS. CONFORMANCE WITH 12. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK, CLEAN ALL INSTALLED 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.}PLAN PRIOR REPORTS, PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED TO CONSTRUCTION. THE M.O.T. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, AWWA 0800 AND C901 IS REQUIRED. THE CONTRACTOR SHALL CUT "W" IN THE TOP CURB OF EACH WATER SERVICE AND A "V" AT ALL VALVE LOCATIONS. CUT W'S AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION 6. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT t SHALL BE SUBJECT TO APPROVAL BY THE OWNER. SEQUENCING. THE M.O.T. PLAN SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY TIVE DEVICES AT ALL EXCAVATIONS. JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. ALL PROPOSED ROADWAYAND DRIVEWAY LANE 7. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M. UNLESS AS AUTHORIZED BYTHE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY E 14. UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS AND RECLAIMED i BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT WATER METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE AND RECLAIMED WATER SERVICE TO THE CORPORATION STOP. OTHERWISE AUTHORIZED IN THE APPROVED M.O.T. TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVEI ATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY 11NIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS 15. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL VALVES TWO INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE; VALVES OCCUPYING ADJOINING PROPERTY. OVER TWO INCHES SHALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED. UTILITY GENERAL NOTES 2. ALL CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH FOOT INDEX N0.600AND THE MANUAL ON 8. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHI )MPENSATION, SHEETING, BRACING, AND SHORING SUPPORT 16. VALVES 4 INCHES AND LARGER SHALL BE LINED AND COATED. INTERIOR OF VALVES SHALL BE COATED WITH A RUST INHIBITING EPOXY 1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE: UTILITY, OR IS BASED ON UTILITY DRAWINGS, UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE PLACEMENT OF THE SIGNING AND MARKINGS REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PF MAPS, OR FIELD RECONNAISSANCE. SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACE )R EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE PRIMER, FOLLOWED BY A COAL TAR EPOXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS, APPLIED AT THE FACTORY. EXTERIOR. Y DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR COATING ON BURIED VALVES SHALL BE RUST INHIBITING EPOXY PRIMER, FOLLOWED BY A COAL TAR EPOXY, TOTAL MINIMUM DRY FILM OUTSIDE THE SUPPORTS SHALL. BE IMMEDIATELY FILLED AND THICKNESS OF 16 MILS, APPLIED AT THE FACTORY. EXTERIOR COATING OF EXPOSED VALVES SHALL BE FACTORY APPLIED RUST 3. INSPECT RAF DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUI 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION T FIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND COMPACTED. AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION. INHIBITING EPOXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, R SHALL BE THE CONTRACTOR'S RESPONSIBILITY 9. ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICA TWO COATS TNEMEC SERIES 2 TNEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC N0.690D SERIES, OR EQUAL, iTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN AT 4 MILS MINIMUM DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE 4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CC UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING REPORT. MMENDATIONS CONTAINED WITHIN THE PROJECT GEOTECHNICAL UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED EEY THE UTILITY COMPANY. ANY UTILITIES, WHETHER CONSTRUCTION. 17. ALL VALVES 12"AND SMALLER SHALL BE GATE VALVES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. GATE VALVES 3 INCHES TO W W SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED 10. EXCAVATE TRENCHES TO DEPTH INDICATED OR RE I WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. QU RED FOR INDICATED FL 12 INCHES SHALL CONFORM TO AWWA C509. THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSULATED MOLDED RUBBER FOR INDICATED FLOW LINES AND INVERT ELEVATIONS. OVER WEDGE COMPLYING WITH ASTM D2000, NON-RISING STEM WITH 0-RING SEALS. VALVES SHALL OPEN COUNTERCLOCKWISE. > j •p EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WI 'ATIONS OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER > > rn 3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES, THE CONTRACTOR IS TO 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. EXCAVATED MATERIAL WITH SUITABLE SOILS. CONTACT THE SUNSHINE STATE ONE CALL CENTER (800-032-4770) AT LEAST TWO (2) AND NO MORE T{'4,N F!!"F {f)WORKING , 16. TAPPING VALVES AND SLEEVES SHALL BE APPROVED AWWA TYPE OF THE SIZE REQUIRED. VALVES SHALL CONFORM TO THE REQUIREMENTS OF AWWA C503: ~ ~ N DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITt:;,~ ~?ARTICIPATE IN 7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO 11. EXCEPTAS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TO URE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED ~ ~ ~ THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELI' F'",FIELD LOCATION MAY BE WORKING IN THE IMMEDIATE VICINITY, GRADE. OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAY5 PRIOR TO CONSTRUCTION. PER FLORIDA STATUTP :~i R51, THE 19. VALVES 14"AND LARGER SHALL 8E BUTTERFLY VALVES. BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, V V TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504, CLASS 150. VALVE BODY SHALL BE MECHANICAL JOINT END TYPE VALVE W LL CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOf~ '.'u STRRTING 8. WHEN WORK OCCURS WITHIN 15-FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM 12. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT C EXCAVATION. THE EDGE OF PAVEMENT, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE. i SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO CONSTRUCTED OF CAST IRON OZ DUCTILE IRON. DISC SHALL BE ONE PIECE CAST DESIGN WITH NO EXTERNAL RIBS TRANSVERSE TO O O WITH FOOT INDEX N0.600AND 602, • FLOW. DISC SHALL BE CAST IRON OR DUCTILE IRON. THE RESILIENT SEAT SHALL MATE WITH A 304 OR 316 STAINLESS STEEL SURFACE, r 13. ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FL TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS, C 'ABLE SOILS OR PLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS 20. VALVE SEATS SHALL BE MECHANICALLY RETAINED, AND MAY BE INSTALLED ON EITHER THE BODY OR DISC. 0-RING SEATS ON VALVE I" FOUNDATIONS, OR SLABS, PLACE BACKFILL IN LAYERS OF 8 INCH DISCS ARE UNACCEPTABLE. SEATS i'OR VALVES 14"DIAMETER AND LARGER SHALL BE FULLY FIELD REPLACEABLE WITHOUT THE USE V V OUC WATER UTILITY NOTES: THE ROAD WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OI ;FILL IN LAYERS OF 12 INCH LOOSE DEPTH. OF SPECIAL TOOLS. OPERATORS OF THE ENCLOSED TRAVELING-NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED. Q O - OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. THE DEVELOPER'S CONTRACTOR SHALL ACCOMPLISH ALL WATER MAIN AND SERVICE WORK THTiOUGH THE O.U.C. POINT OF SITE PREPA MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO T180): FILL UNDER ANC FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, 21. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 5 INCHES IN DIAMETER WITH A MINIMUM F ~ CONNECTIONlFIRESERVKE CONTROL VALVE AND WATER METERS, OUC WILL OWN AND OPERATE UP TO k'u INCLUDING RATION .STRUCTURES, SLABS, FOUNDATIONS = 98 PERCENT; POND AND ROAD EMBANKMEP 20AD EMBANKMENT FILL = 95 PERCENT; ALL OTHER AREAS = 90 THICKNESS OF 3116 INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, Q Q THE OUC POINT OF CONNECTIONIFIRE SERVICE CONTROL VALVE AND WATER METERS ONLY. THE REQUIREi~ WORK SHALL PERCENT. BE PERFORMED PER CURRENT OUC MATERIAL SPECIFICATION AND WATER DETAIL SHEET UNDER OUC.INSPcC'~iON. TO 1. UNLESS OTHERWISE DIRECTED BYTHE OWNER OR ENGINEER THE CONTRACTOR IS EXPECTED TO CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER. VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP SCHEDULED OUC INSPECTION, CALL 407.649.4436. ~ CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-0F-WAY, AND EASEMENTS AS TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS. ALL VALVE 80X COVERS SHALL BE INTERNALLY CHAINED ~ ~ INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING THE DEVELOPERICONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORZONTAL LOCATION OF EXISTING OUC WATER PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE UTILITY SEPARATION REQUIREMENT'S TO VALVE BOXES WITH AN APPi~OXIINATELY 16 INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION D7 m "WATER" OR "RECLAIMED WAT~k"; p FACILITIES BEFORE COMMENCEMENT OF CONSTRUCTION. PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS, ALL COSTS FOR 1. THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWEF THE DEVELOPERICUSTOMER IS RESPONSIBLE FOR ALL REQUIRED PERMITS. REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE 22. PVC PIPE SHALL BE COLOR CODED BLUE ATER MAINS) OR PURPLE ~ ~ i SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, ~ (RECLAIMED WATER MAINS), STENCILED WATER LINE" OR PROVIDED.. IN ACCT")RDANCE WITH THE FOLLOWING; I ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE "RECLAIMED WATER LINE", AS APPLICABLE, (2" LETTERING ON TWO 51DES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION), t` ti N FOR WATER WET TAPS, USE ONLY OUC APPROVED TAPPING CONTRACTORS: 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LE-VELS, TEMPORARY BENCH MARKS, BATTER A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FRO 23. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER ~ N ~ ACTION INDUSTRIES, INC. 352-732-6941 OR 800-216.4464 _ BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FORTHE WORK, AND VERIFY ALL STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEV =THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED SIZE 1 INCH. APPLY TAPE TO SURFACE OF PIPE, CONTINUOUSLY EXTENDING FROM JOINT TO JOINT. TAPE COLOR AND LETTERING ~ ~ p (PE SANITARY SEWER AND RECLAIMED WATER MAIN. SHALL BE BLACK PRINTING ON BLUE BACKGROUND (WATER MAINS), BLACK PRINTING ON PURPLE BACKGROUND (RECLAIMED WATER CENTRAL FLORIDA TAPPING AND CONSTRUCTION SERVICES, INC.407-834-8271 DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES, REPORTANY INCONSISTENCIES MAC TAPPING, INC. 407-466-D557 IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM T MAINS). PLACE TAPE AS FOLLOWS: 2" - 8"PIPE -CENTER ALONG TOP HALF OF PIPE;10" -18"PIPE -PLACE ALONG BOTH SIDES OF THE a a a a a a 4 Z RANGELINE TAPPING SERVICES, INC. 800.346.5971 COMMENCING WORK, GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUI SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED TOP HALF OF PIPE; 20"PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP CAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN HALF OF PIPE. ' TDW SERVICES, INC. 407-843.2800 THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY T & R TAPPING SERVICE, INC. 407-339-3685 3, PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER WHERE THE BOTTOM OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE RAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET 24. INSTALL WARNING TAPE ALONG ALL PIPELINES, PLACED 2 FEET ABOVE PIPE. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE. d' N SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. iIX INCHES ABOVE THE TOP OF THE SEWER. TAPE SHALL BE COLORED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS} WITH BLACK LETTERING, CODED AND WORDED Y 0] ~ fl U) p ~ I... INSTALLED BY DEVELOPER: C. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM i 4. WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TA TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED "CAUTION: WATER MAIN BURIED BELOW", OR "CAUTION: RECLAIMED WATER MAIN BURIED BELOW", APPLICABLE. ~ ~ a U I-' ~ M ~ TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGI REFER TO OUC CURRENT MATERIAL SPECIFICATIONS AND WATER DETAIL SHEET FOR INSTALLATION INSTRUCTIONS FOR CONSTRUCTION -TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK UCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE 25. INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BECOLOR-CODED 14 GAUGE CONTINUOUS INSULATED WIRE. COLOR Z ~ Q ~ Z 0 ~ (7 INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC .CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2"AND LARGER. THE FOLLOWING. WASTEWATER TREATMENT FACILITIES. OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVER IS FURTHER. UTILITY LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW PIPELINE CONSTRUCTION -TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON 2, THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STOF A.) 8" X 6"SPLIT TAP SADDLE W16"TAPPING VALVE THE PIPELINE. FORCE M UNITARY AND STORM SEWER, WASTEWATER OR STORMWATER LOOPING, PROVIDE ACCESS BOXES PER CITY REQUIREMENTS. CHECK WIRE FOR ELECTRICAL CONTINUITY. B.) 6"DUCTILE IRON PIPE AINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH CCORDANCE WITH THE FOLLOWING: 26. ALL CHANGES INDIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER ~ 'n C.) 6" DUC POINT OF CONNECTIONIFIRE SERVICE CONTROL VALVE WlOUC APPROVED DCDA BACKFLOW PRIVENTER 5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ASSEMBLY ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES A, WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR Pf :R EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM AND POLYETHYLENE, IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED 75 % OF THE MANUFACTURER'S RECOMMENDED MAXIMUM ~ ~ ~ y D.) 6" X 2"SERVICE CLAMP Wl2"GATE VALVE, 2"COPPER SERVICE LINE, 2"DOMESTIC METER WIOUC APPROVED RPZ WITHIN BRANCH SPREAD TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WA OUTSIDE OF THE 5EWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MA JTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE DEFLECTION. C ~ > 0 BACKFLOW PREVENTER ASSEMBLY GRAVITY SANITARY SEWER VACUUM TYPE SANITARY SEWER AND STORM 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BYTHE UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF 1 )R THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED ~ ~ ~ ~ ~ ~ Z :WER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS 27. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND ~ r Q ~ ~ ~ N PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES, REMOVETREES THE OUTSIDE OF THE PIPELINE. ATTHE CROSSING, THE PROPOSED PIPE, AS-BUILT DRAWING REQUIREMENTS OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BYTHE THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES BELOW UTILITY. NOTIFY THE ENGINEER,jNU THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED, p Q U Q ~ p ~ jL PROPOSED PIPE JOINTS SHALL 8E ARRANGED SO THAT ALL WATER 28. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE ENGINEER. MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE SANITARY S TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 1, AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER THREE WEEKS PRIOR TO FINAL INSPECTION. SIX FEET FROM GRAVITY SANITARY SEWER JOINTS. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE 7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT PAN' ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK. B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR Pf :R EXISTING OR PROPOSED RECLAIMED WATER MAINS, 29. ALL SERVICE LINES SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHEF 2. ATTHE COMPLETION OF THE WORK, DELIVER THE DRAWINGS DOCUMENTING AS-BUILT INFORMATION, MEASURED BY A LICENSED 8. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN S MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER LINE. SURVEYOR, TO THE ENGINEER, IN GOOD CONDITION AND FREE FROM ANY EXTRANEOUS NOTATION. THE QS-BUILT INFORMATION EXISTING STRUCTURES, PIPES OR UTILITIES, OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER 'HE WATER MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE 30. APPLY HYDROSTATIC TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS), OR 100 PSI RECLAIMED WATER MAINS) FOR 10 .IN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT { IS TO INCLUDE, BUT NOT BE LIMITED T0, THE FOLLOWING: THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THi 9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE M ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE LINE UNDER W J A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITY AND STORM STRUCTURES INCLUDING BUT NOT LIMITED DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18"BELOW THE ORIGINAL JOINTS OF WASTEWATER FORCE MAINS. v1WATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSURE. IF DEFECTS ARE NOTED, = LL REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. ~ TO MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS. SURFACE LEVEL OF THE GROUND. 3. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART )T WITH ANY PART OF A SANITARY SEWER MANHOLE. 31. APPLY LEAKAGE TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS) OR 100 PSI {RECLAIMED WATER MAINS). MAINTAIN N N ~ B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES: ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATION5 SHALL BE REMOVED TO LEGAL PRESSURE AT A MAXIMUM VARIATION OF 5 % DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO N ~ ~ Q OFFSITE DISPOSALAREAS. 4. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THATTHE UND C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS ATA MINIMUM OF SIX LOCATIONS PER POND. ICH THATTHE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF W LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. I ~ DEWATERING A. THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMV~ D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND VACUUM TYPE 1 SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. O ~ r Q SANITARY SEWER. SKIMMERS. i. DESIGN AND PROVIDE DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS CONSISTENT 32. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED Z ~ V WITH CURRENT INDUSTRY PRACTICE. PROVIDE DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY B. SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER i E. STORMWATER POND TOP AND BOTTOM HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF SIX LOCATIONS PER POND, TO CONTROL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT iANITARY SEWER AND WASTEWATER FORCE MAIN. NON_POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. J ~ ~ WITH LOCATIONS TIED TO PROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY, CAUSE INSTABILITY OR RAVELING OF EXCAVATION SLOPES, AND DOES NOT RESULT IN DAMAGE TO EXISTING C. TEN FEET FROM ANY ONSITE SEWAGE TR[ATMENT AND DISPOSAL SY TE S ~ DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND 33. TESTED SECTIONS OF BURIED PIPING WITH SLIP TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN ~ ~ STRUCTURES. WHERE NECESSARY TO THESE PURPOSES, LOWER WATER LEVEL IN ADVANCE OF GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS D F. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS. EXCAVATION, UTILIZING WELLS, WELLPOINTS, OR SIMILAR POSITIVE METHODS. MAINTAIN THE FACT 'OSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT EXCESS OF THAT RATE DETERMINED. BY THE FORMULA L = SDP1133200 (AWWA G600 DUCTILE IRON MAINS}, OR L = NDPI7400 ~ ~ CITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. GROUNDWATER LEVEL TO A MINIMUM OF 2 FEET BELOW EXCAVATIONS. PROVIDE PIEZOMETERS IF _ITIES. (AWWAG6D5 -PVC MAIN); WHERE L =MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE ~ N LENGTH OF LINE BEINGTESTED; S = LENGTH OF LINE TESTED (IN FEET); D =NOMINAL INTERNAL DIAMETER {IN INCHES) OF THE PIPE; N = W G. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC. DIRECTED BY THE ENGINEER TO DOCUMENT THE GROUNDWATER LEVEL IS BEING MAINTAINED. 5. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES NUMBER OF JOINTS ALONG LINE BEING TESTED; AND P =THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE CTION VARIANCES WHERE IT IS NOT POSSIBLE TO MEET THE Z Q SEPARATION REQUIREMENTS, AND ARE ONLY TO BE IMPLEMENTED UPON RECE H, VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS [:XISTING 2. CONTROL, BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR THE EN GINEER. IMPLEMENTATION OF THESE MEASURES WITHOUT THE EXPRE :NTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM TESTED PORTION OF THE LINE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE W ~ ~ Z THOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION 'R OR NEW) IN ORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET. DISPOSAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED META CONTROL SEEPAGE, GROUNDWATER, OR ARTESIAN HEAD. COST. 1NAPPROVED MEASURES BE REMOVED AND REPLACED AT NO HEAD TO THE AUTHORIZED TEST PRESSURE. V Z I. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED EVERY 2D0•FT PLUS ALL CHANGES IN HORIZONTAL OFFSET. 3. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS, A. WHERE A WATER MAIN I E 34. ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SHALL BE U S L SS THAN THE REQUIRED MINIMUM HORIZON' LOSS OF FINES, SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES. SUMPS SHALL BE LOCATED WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE N JINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND OR LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. J. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEE: T PLUS AT ALL CHANGES IN OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER RE IRE LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FOR PARKING CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. QU D DISTANCE BETWEEN THE JOINTS IN THE OTHER PIPELINE: D JOINTS IN THE WATER MAIN ARE LESS THAN THE MINIMUM 35. DISINFECT ALL POTABLE WATER LINES, FIRE LINES, VALVES, FITTINGS, HYDRANTS. :RPIPELINE: LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL(S), LEVELS OF FINE SAND OR SILT IN THE 1 DISCHARGE WATER SHALL NOT EXCEED 5 PPM, ) USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS FC K, ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VA STANDARDS FOR A GRAVITY OR VACUUM TYPE PIPELINE. 36. ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. THE WATER MAIN VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS AND SLOPES HAVE BEEN MET. 4. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING; 1) 6"PUMP VOLUTE; 2)100,000 2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITH )JOINTS FOR EITHER PIPELINE. DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING GPD TOTAL 24 HOUR (i DAY) DEWATERING, AND; 3)1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR L. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS. SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT. 3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEA; SYSTEMS SHALL CONFORM TO AWWA C651. )ASEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE. ORIGINAL M. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL ~nCATtnN nary ct tru as eTeTinn~ en~n nGreoT Tuo ec_ni w T /''/1AITIAII Il11 IQI V A/AIAITAIAI ?VnA1/ATln.,n w A n,,., n.,.,...,..... ~ 8. WHERE A WATER MAIN IS I FSR THaN TNRFF FFFr HnRt~nntrat t v FRnnn ai~nNrni i v r:Rnnn erJnruGR aia~i irJG eun no tnrur:RG a ~nre•r~o RECENED ~ r 1 ~ ~ • • • • • , v , nu-uanu, vvn ,11-w- I winuv I nuv ~n~.nvn i was IN n LJMT %,vivui I JUN VVI I n rUSI I IV= utwA I tKlNU Mt I t1W5 DRAWINGS ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION. DURING PREPARATION OF SUBGRADE, INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL MAIN CROSSES ANOTHER PIPELINE LESS THAN THE REQUIRED MINIMUM SI UIRED MINIMUM SEPARATION: ~ v v n ^ ~oneet IVO. THE CRITICAL PERIOD OF CONSTRUCTION AND/OR BACKFILL IS COMPLETED TO PREVENT DAMAGE OF N., WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE AS-BUILT DRAWINGS ARE TO REFLECT THE ACTUAL SUBGRADE SUPPORT, PIPING, STRUCTURE, SIDE SLOPES, OR ADJACENT FACILITIES FROM FLOTATION OR 1) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEA! SEP 13 2007 MEASURED VERTICAL ELEVATION. OTHER HYDROSTATIC PRESSURE IMBALANCE. OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE TRENGTH (AT LEAST EQUAL TO 025 INCH THICK DUCTILE IRON PIPE), :S THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE OTHER PIPELINE COVEYS WASTEWATER OR RECLAIMED WATER. :CLAIMED WATER. PLANNING DEPARTMENT CITY OF CLEARWATER Vj 6. WHEN CONSTRUCTION IS COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE, INCLUDING WELLS AND RELATED TEMPORARY ELECTRICAL SERVICE. 2 w~ ~ a ~ K,~„ 4 Z ~ 3277AFruitvilleRoad ~ Sarasota, Florida 34237 ~ ~WDISO ~ SUWANN ~ N Phone941365-4771 UB ~MNN A SITE _ ~ Fax 941365-4779 NFA Y ° JDN C,9 N ~ ~ ~N OP DWE D A~ Q Q Certificate of ' ~ o ' ¦ Authorization No. 7143 STAG R N BLVD = ~ Q 2006 'Pp a a O. > Engineers 0 w D ~ ~ ~ U Surveyors , a I- I- NE OA HM N R ~ Architects ~r ~ M1• d u p oy W ~ J Planners ~ Q O,a g W Z Landscape Architects ~ ¦ ¦ a P ' ~ OPG~ ; Environmental Scientists ~~G ~ Construction ~ SDT N IATIE Management B Design/Build CO D VICINITY MAP ~ a N m 16 EAST Y N.T.S. O~ DA P Survey Notes: SCHEDULE B=SECT/ON 2 PER STEWART TITLE GUARANTY COMPANY 1. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER". COMMITMENT NO.: 2006-0380 , Le al Descri tICIT. AS PROVIDED BY THE CLIENT 2. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND look 93 page 63, SAID ELEVATIONS ARE MATCHED TO BENCHMARKS SUPPLIED BY THE FLORIDA DEPARTMENT OF 6. Oil as mineral and state road ri ht-of-wa Reservations in favor of TRUSTEES OF THE INTERNAL A portion of Lots 1 and 2 of LOEHMANN'S PLAZA according to the map or plat .thereof as recorded in Plat Book 93 a e 6; .9 9 y P9 IMPROVEMENT FUND, as contained in the instrument recorded in Deed Book 997 page 325, of the Public Public Records of Pinellas County, Florida. Being more particularly described as follows: TRANSPORTATION (FDOT) SURVEYING AND MAPPING DEPARTMENT AND ARE AS FOLLOWS; Records of Pinellas County, Florida. Said reservations have been amended to release rights of entry and thence North a) 15-98-A-108A - 102mm SQUARE CONCRETE MONUMENT WITH STANDARD FDOT DISK FOUND SSE exploration by Quit Claim Deeds recorded in Official Records Book 5258 page 1217 and in Official Records Commence at the Southeast corner of Section 6, Township 29 South, Range 16 East; Pinellas County, Florida; thence North Book 5307 page 2100, all of the Public Records of Pinellas County, Florida. (SHOWN ON SURVEY) [AFFECTS 89'48'11" West, 100.01 feet, thence North 01'08'45" East, 10.15 feet, to the Point of Intersection of the West right-of-way OF SW CORNER OF ABANDONED McDONALDS PARKING LOT AND 27.56' SW OF MOST WESTERLY METAL right-of-way LIGHT POLE WITH CONCRETE BASE. ELEVATION (METERS)= 20.863 ELEVATION (FEET)= 68.45 WAL-MART PARCEL] line of U.S. Highway 19 and the North right-of-way line of Northeast Coachman Road -State Road No. 590. Thence South Thence South b) 15-95-A-109A - 102mm SQUARE CONCRETE MONUMENT WITH BRASS FDOT DISK NOT STAMPED 582112 West, 178.44 feet, along said North right-of-way Ime to the Point of Beginning; thence continue South 58'21'12" Guth 58'2112 W FOUND 75.46' SOUTH OF SOUTH EDGE OF PAVEMENT OF ENTRANCE TO MASTER KEY STORAGE AND ~ ZO 7. Easement in favor of the STATE OF FLORIDA contained in instrument recorded in Deed Book 1194 page West, 722.03 feet; thence leaving said line North 31'38'48" West, 150.00 feet; thence North 89'01'57" West, 171.85 feet to a 129, of the Public Records of Pinellas County, Florida. (SHOWN ON SURVEY). [AFFECTS WAL-MART PARCEL] point on the East right-of-way line of a certain Florida Power Corporation right-of-way as recorded in Official Records Book 71.85 feet to a , 5.57 WEST OF FENCE LINE. ELEVATION METERS = 26.8037 ELEVATION FEET = 87.94 ~ = C al Records Book ) ( ) No. 1466 pages 156 and 157, of the Public Records of Pinellas County, Florida; thence along said East right-of-way line, of-way line, 3. BEARINGS SHOWN HEREON ARE RELAI1VE TO AN ASSUMED DATUM AS BEING S88'43'14"E ALONG W fl C 8~. Easement in favor of FLORIDA POWER COOPERATION contained in instrument recorded January 6, 1969, in North 00'58'03" East, 596.80 feet; thence North Ot'i2'20" East, 216.55 feet to a point on the South right-of-way line of Official Records Book 2986 page 582, of the Public Records of Pinellas County, Florida. (SHOWN ON Stag Run Boulevard; thence, leaving the aforementioned East line, South 88'43'14" East, 310.72 feet, along ,said South f-way line of W y iid South THE NORTH LINE OF THE LOEHMANN'S PLAZA REPEAT, PLAT BOOK 109, PAGE 13 OF THE PUBLIC ~ J ' SURVEY) [AFFECTS WAL-MART PARCEL] right-of-way line, thence continuing along said South right-of-way line, along a curve to the left that has a radius of radius of RECORDS OF PINELLAS COUNTY, FLORIDA; ALSO BEING THE SOUTH RIGHT OF WAY LINE OF STAG ~ W d 470.00 feet, and arc length of 247.19 feet, a chord length of 244.35 feet, a chord bearing of North 76'12'46° East; thence East; thence RUN BOULEVARD. (Oj 0 Q ~ 9~. Easement in favor of PINELLAS COUNTY contained in instrument recorded July 6, 1982, in Official Records North 61'08'45" East, 147.05 feet; thence along a curve to the right that has a radius of 475.00 feet, an arc length of Book 5370 page 1472, of the Public Records of Pinellas County, Florida. (SHOWN ON SURVEY) [AFFECTS 183.50 feet, a chord length of 182.37 feet, a chord bearing of .North 72'12'48"East; thence leaving said line South 01'08'45" c length of 4. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS N Q ~ >outh 01'08'45" SHOWN. N WAL-MART PARCEL] West, 195.53 feel; thence South 88'51'15" East, 165.00 feet, to a point on the West right-of-way line of U.S. Highway No. Highway No. ~ 19; thence South 01'08'45" West, 320.62 feet, along the West 7icht-of-way line of U.S. Highway No. 19; thence leaving said ce leaving said 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) IT ~ 0 W I~0 Easement in favor of FLORIDA POWER CORPORATION contained in instrument recorded October 20, 1983, in line North 88'51'15" West, 150.00 feet; thence South 01'08'45" ttiest, 226.64 feet to the POINT OF BEGINNING. Official Records Book 5511 page 713, of the Public Records of Pinellas County, Florida. (BLANkEL SHOWN WAS DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE "X", AREA DETERMINED TO BE OUTSIDE THE 0 u' ~ ON SURVEY) [AFFECTS WAL-MART PARCEL] Excepting that portion of the above described land as conve ed to Dana Point Investments, Inc. a Florida car oration b 500-YEAR FLOODPLAIN, PER COMMUNITY PANEL #1210300126 G, DATED SEPTEMBER 3, 2003. THIS DETERMINATION ~ ? ~ ~poration, by WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. Q W 0 Cor oration Deed recorded December 20 1996 in Official Records Book 9559 a e 1041 of the Public Records of Pi a las P pg nl 1~1 Easement in favor of PINELLAS COUNTY contained in instrument recorded June 30, 1981, ir; Offi~tial Records County, Florida, more fully described as follows: ~s of Pinellas - ~ ~ Book 5213 page 1299, of the Public Records of Pinellas County, Florida. (SHOWN ON SURVEY} 6. UNLESS OTHERWISE NOTED, ALL =r~-,ORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION CONTAINED IN THE COMMITMENT rOR TITLE INSURANCE BY STEWART TITLE GUARANTY COMPANY AGENT FILE pW„ ~ W [AFFECTS WAL-MART PARCEL) A parcel of land being a portion of Lot 1 of LOEHMANN'S PLAZA REPEAT, according to the map or plat thereof recorded in of recorded in COMMITMENT N0: 2006-0380 AND WAS PROVIDED BY THE CLIENT. Plat Book 109 pages 13 and 14, of the Public Records of Pinellas County, Florida, Eying within Section 6, Township 29 South, Range 16 East and being more particularly described as follows: ship 29 South, N Q 0 7. ALL BEARINGS AND DISTANCES'SHOWN HEREON ARE PER THE DESCRIPTION AND ARE CORRECT AND IN Q2 40-foot drainage and/or utility easement and 20' by 60' private easement as contained on the lot of AGREEMENT WITH THE FOUND AND SET MONUMENTS AS MEASURED IN THE FIELD UNLESS OTHERWISE W d LOEFIMANN'S PLAZA recorded in Plat Book 93 page 63, of the Public Records of Pinellas County, Florida. Commence at the Northeast boundary corner of LOEHMANMS PLAZA REPEAT, according to the map or plat thereof recorded iereof recorded in NOTED. ~ ~ Q (SHOWN ON SURVEY) [AFFECTS WAL-MART PARCEL] Plat Book 109 pages 13 and 14, of the Public Records of Pinellas County, Florida; thence South 01'08'45" West along the East boundary line of said LOEHMANN'S PLAZA REPEAT (being basis of bearings for this descri tion . Same also bein the st along the Iso being the 8. THIS BOUNDARY SURVEY MEETS Or' EXCEEDS THE HORIZONTAL CONTROL ACCURACY OF 1/15000 FEET P ) 9 ~ West right-of-way line of U.S. Highway No. 19 (State Road No. 55),_ for 310.00 feet to the Point of Beginning; thence l; thence FOR A LAND TITLE SURVEY. ~ ~ ~3 Non-exclusive easements for ingress and egress and over sidewalks, service lanes, parking ais:cs, driveways, continue South 0108 45 West along said East boundary line of LOEHMANN S PLAZA REPEAT, for 210.62 feet to a Southeast streets and parking areas as granted by Memorandum of Lease recorded January 9, 1985, in ~~fi~ial boundar corner of Lot 1 of said LOEHMANN'S PLAZA REPEAT, same also bein the Northeast boundar corner of Lot 2 of :o a Southeast 1~ o O ~ Records Book 5911 page 1749, as amended by Subordination and Non-Disturbance Agreement:rr_~nrded July y ~ 9 y „ of Lot 2 of 9. THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 5 OF 5. ~ ~ ~ ~ 1~ N N North 88'51'15" 10. ALL UNDERGROUND UTILITY LOCATION WAS PROVIDED BY SUB CONSULTANTS, THE UTILITY COMPANIES AND/OR THEIR N ~ o ~ 31, 1985, in Official Records Book 6044 page 1055, and assigned to JIFFY LUBE INTERNATf6NAL OF said LOEHMANN S PLAZA REPEAT; thence leaving said East boundary line of said LOEHMANN S PLAZA REPEAT, North 88 51 15 MARYLAND, INC., a Maryland corporation by Assignment and Assumption Agreement and Memorandum of West along a Southerly boundary line of said Lot 1 and its Westerly extension, same also being the North boundary line of ndary line of REPRESENTATIVE AND FIELD LOCATEC' BY THIS SURVEYOR. Lease recorded January 11, 1988, in Official Records Book 6660 page 189, all.of the Public Records of said Lot 2 and its Westerly extension, for 177.49 feet; thence North 01'11'48" East, for 110.04 feet; thence North 16'46'19" 'orth 16'46'19" Q Z Pinellas County, Florida. (BLANKET) [AFFECTS WAL-MART PARCEL] West, for 47.90 feet; thence North 00'5157 East, for 55.01 feet. to the. Point of Intersection with a line 110.00 feet South c and parallel with a Northerly boundary line of aforesaid Lot 1, same also being a line 110.00 feet South of and parallel with 00 feet South of 11. ALL ASPHALT PAVEMENT, CONCRETE CURBING & CONCRETE WALKS ARE IN GOOD CONDITION UNLESS d parallel with OTHERWISE NOTED. 4 Terms and conditions of Easement and Payment Agreement recorded November 1, 1990, in Official Records the South boundary line of Lot 3 of aforesaid LOEHMANN'S PLAZA REPEAT; thence South 88'51'15° East along said line it0.0i said line 110.00 ~ ~ 3 Book 7417 page 890, of the Public Records of Pinellas County, Florida.(BLANKET) [AFFECTS WAL-MART feet South of and parallel with a Northerly boundary line of Lot 1, for 192.40 feet to the POINT OF BEGINNING. 12. THIS SURVEYOR WAS NOT FURNISIiED INFORMATION ON THE LOCATION AND DIRECTION OF THE STORM PIPES t9 ~ ~ !ll Q O ~ ~ PARCEL] A restriction on parcel "A" forbidding the sale of soft goods (BLANKET) shown on survey [DOES NOT AFFECT WAL-MART PARCEL] WITHIN THE RIGHTS-OF-WAY, THEREFORE THE LOCATIONS ARE NOT SHOWN. J p; ..I tN ~ ~ M ~ Z N r a 13. NO UNDERGROUND INSTALLATIONS OR VISIBLE IMPROVEMENTS HAVE BEEN LOCATED OTHER THAN SHOWN. f1 N ~ Q M ~ 3 5 Easement in favor of FLORIDA POWER CORPORATION recorded April 13, 1994, in Official Records Book 8630 14. STATE PLANE INFORMATION SHOWN HEREON IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83) pages 1334, of the Public Records of Pinellas County, Florida. (OFF SITE} [DOES NOT AFFECT WAL-MART PARCEL] REFERENCE MATEI AND SAID DATUM IS BASED ON INFORMATION SUPPLIED BY THE NAl10NAL GEODETIC SURVEY AND d ~E MATERIAL ARE AS FOLLOWS: ~6 Easement in favor of GTE FLORIDA INCORPORATED, a Florida corporation, recorded May 11, 1994, in Official. i) LOEMANN'S PLAZA REPEAL PLAT Abbrev~at~on Le end. 4 REPEAT, PLAT BOOK 109, PAGES a) DESIGNATION COURTNEY V - 12" ROUND CONCRETE MONUMENT WITH 3" ROUND DISK, 30.3' WEST ~ OF CENTER OF A DRIVEWAY TO HOUSE RESIDENCE, 26.4' SOUTH OF THE CENTER OF STATE-ROAD ~ Records Book 8660 page 2059, of the Public Records of Pinellas County, Florida. (SHOWN ON SURVEY) 13 AS RECORDED IN THE PUBLIC RE( [AFFECTS WAL-MART PARCEL] COUNTY, FLORIDA. THE PUBLIC RECORDS OF PINELLAS 590, 2.8' NORTHWEST OF A POWER POLE NUMBER 6A-6278-R '0 C/L -CENTERLINE FDOT -FLORIDA DEPARTMENT OF TRANSPORTATION b) DESIGNATION COURTNEY 0 - 12" ROUND CONCRETE MONUMENT WITH 3" ROUND DISK, 15.7' SOUTHEAST d ~ ~p d Q7 Easement in favor of DANA POINT INVESTMENTS, INC., a Florida corporation, recorded December 20, 1996, in POB -POINT OF BEGINNING FF -FINISH FLOOR OF A 12" OAK TREE, 7.8' NORTH OF A TWIN 12" OAK TREE, 5.7' WEST OF A 12" TREE r .G ~ d " V d > 0 Official Records Book 9559 page 1045, of the Public Records of Pinellas County, Florida. (SHOWN ON POC -POINT OF COMMENCEMENT GOVT -GOVERNMENT 15. LAST DATE OF FIELD SURVEY MARCH 26, 2007. 3 3 ~ 0 d ~ Z SURVEY) [AFFECTS WAL-MART PARCEL] r d ~ ~ .0 d! 16. NUMBER OF PARKING SPACES = 686 p Q ~ p ' LL ORB -OFFICIAL RECORDS BOOK DEPT. -DEPARTMENT S mbol ® Easement in favor of FLORIDA GAS TRANSMISSION COMPANY, a Delaware corporation, recorded January 30, NT -NON-TANGENT BLK -BLOCK NOT TO ~ymbo~ Legend: TOTAL NUOMBERNOFCPARKNGKISPACESCES700 14 NOT TO SCALE 2003, in Official Records Book 12503 page 2191, of the Public Records of Pinellas County, Florida. (SHOWN PC -POINT OF CURVATURE APPROX -APPROXIMATE -x - CHAIN LINK FENCE E ® - ROOF DRAIN 17. SETBACKS ARE AS FOLLOWS: FRONT=25', SIDE=10', AND REAR=20'. > ON SURVEY) [AFFECTS WAL-MART PARCEL] PCC -POINT OF COMPOUND CURVATURE TELE -TELEPHONE - CONCRETE RIP RAP PER THE CITY OF CLEARWATER LDR (LAND DEVELOPMENT REGULA110NS) ~ ` N - FIRE HYDRANT PT -POINT OF TANGENCY W/ -WITH ~ - LIGHT POLE ELECTRIC SERVICE INV. -INVERT ELEC -ELECTRIC - HAND C - DUAL SUPPORT SIGN ~ O W FDOT I AP PARKING SPACE JG SPACE ~ - FLOOD LIGHT ' U) W w~ rA PROGRESS ENERGY C -CHORD FP&L -FLORIDA POWER AND LIGHT ~ - OWNER/ 2501 25Th STREET NORTii FLORIDA DEPARTMENT OF TRANSPORTAl10N ~ GREASE TRAP MANHOLE ~NHOLE m - WATER METER INDEX OF SHEETS ORIGINAL V+ ~ Z ST. PETERSBURG, FLORIDA 33714 DISTRICT 7 CB -CHORD BEARING FND -FOUND S - SANITARY SEWER MANHOLE MANHOLE ~ - BORING HOLE LOCATION RECENER W CC ~ p 11201 N. MALCOLM MCKINLEY DRIVE ~ DEVELOPER (727) 562-5738 EOP -EDGE OF PAVEMENT IR -IRON ROD _ 1 COVER SHEET .I ~ n ' ~ TOLE UNDERGROUND PIPE ` _ W _ ATTN: JEAN TALHOUK TAMPA, FLORIDA 33612-6403 ® - TELEPHONE MANHOLE AL MART STORES EAST, LP. (813) 975-6000 (C) -CALCULATED CONC. -CONCRETE 2001 SE 10Th ST. QE - ELECTRICAL MANHOLE (SIZE & TYPE NOTED) 2 BOUNDARY SURVEY I_ ~ ~ ~ BENTONVILLE, AR 72716-0001 Local L/ne Le end, D -PLAT O IP -IRON PIPE 10LE 3 TOPOGRAPHIC SURVEY SEP 13 200? k ~ LL 0 -SET IR&C LB# 7143 I 1 0 . (479) 273-4000 No7 To scA~E ~p - STORM DRAINAGE MANHOLE JURISDICTION (A) -ACTUAL PVC - POLYVINYL CHLORIDE PIPE _ 4 UTILITIES LOCATIONS PIANNINGDEFARTMENT ~V N ~ MANHOLE ~ -FOUND IRON REBAR (AS NOTED) O rn 5 TREE LOCATIONS C1IYOFCLEARWAIER ~ A' aQ - -65- - = 5 FOOT CONTOURS NP5 WATER SERVICE D -FOUND 4X4 CONCRETE MONUMENT ~ CITY OF CLEARWATER DEVELOPMENT AND (D) -DEED RCP -REINFORCED CONCRETE PIPE _ N CONCRETE UTILITY POLE CIVIL ENGINEER/ NEIGHBORHOOD SERVICES - -64- - = 1 FOOT CONTOURS POLE s =SET 4X4 CONCRETE MONUMENT ~ Z a (TYP) -TYPICAL ERCP - ELLIPI1CAL REINFORCED CONCRETE PIPE LAND PLANNER MUNICPAL SERVICES BUILDING, 2ND FLOOR ~d - WOOD UTLITY POLE LE p RR SPIKE Surveyor`s Certification: ~ ~ 3 ~ 100 S. MYRTLE AVENUE =SECTIONAL LINES T29S -TOWNSHIP 29 SOUTH CPP -CORRUGATED. PLASTIC PIPE U CPH ENGINEERS, INC. CLEARWATER, FLORIDA 33756 - GUY ANCHOR 3277A FRUITVILLE ROAD (727) 562-4567 - - - =LIMIT OF EASEMENT LINES R16E -RANGE 16 EAST CMP -CORRUGATED METAL PIPE _ 4 LIGHT POLE - To: Wal-Mart Stores, Inc.; and Ruden, McClosky, Smith, Schuster & Russell, P.A.; ~ ~ ~ p SARASOTA, FLORIDA 34237 ~ GAS VALVE ~ - 3 LIGHT POLE Stewart Title Guaranty Company ~ ~ r,} 941 365-4771 CITY OF CLEARWATER PUBLJC WORKS MUNICIPAL -o - = O PGS -PAGES MES -MITERED END SECTION ( ) HU VERHEAD UTILITY LINES A ~ SERVICES BUILDING ROOM 0 PG - PAGE ~ - WATER VALVE TIN. JUDSON C. PANKEY, P.E. ~ M -MEASURED sv OF a~ - 2 LIGHT POLE This is to certify that this map or plat and the survey which it is based were made in accordance ~ ~ Q U 100 S. MYRTLE AVENUE - uw - =BURIED WATER LINES ~ - SANITARY SEWER VALVE VALVE v - UTILITY RISER with the "Minimum Standard Detail Requirements for ALTA/AGSM Land Title Surveys," jointly \ ~ GEOTECHN/CAL CLEARWATER, FLORIDA. 33756-5520 TELEPHONE SERVICE PB -PLAT BOOK ELEV -ELEVATION IRR tOL VALVE CONCRETE .established and adopted by ALTA, and NSPS in 2005, and includes Items 1-6, 7a, 8, 10, 11b, 13, 14, Q ~ Z (727) 562-4747 -UKN- =BURIED UTILITY UNKNOWN TYPE BWF -BARBED WIRE FENCE ~ - IRRIGATION CONTROL VALVE ENGINEER VERIZON FLORIDA, INC. IR&C -IRON REBAR & CAP _ 16 and 17 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS and j W p .D END SECTION ? _ TRAFFIC SIGNAL BOX AGSM and in effect on the date of this certification, undersigned further certifies that proper field Q J U 1280 CLEVELAND ST. FLCW 5033 ~ CONCRETE MITERED END SECTION CLEARWATER, FLORIDA 33755 -UT- =BURIED TELEPHONE LINE CLF -CHAIN LINK FENCE N&D -NAIL & DISK co NODARSE ~ ASSOgATES, INC. STORMWATER ~ - CLEAN OUT 504 EAST TYLER STREET (727) 562-1124 - - WPF -WOOD POST FENCE LB -LICENSED BUSINESS T procedures, instrumentation and adequate survey personnel were employed in order to achieve results r 1 SECTION CORNER comparable to those outlined in the "Minimum ,Angle, Distance and Closure Requirements for Survey V N TAMPA, FLORIDA 33602 SOUTHWEST FLORIDA WATER ATTN: TERRY WAIDLEY UCN- BURIED CABLE TELEVISION a - TELEPHONE CABLE RISER HWF -HOG WIRE FENCE E RISER Measurements Which Control Land Boundaries for ALTA/AGSM Land Title Surveys." 613) 221-0050 MANAGEMENT DISTRICT ELLIP - ELLIPITICAL cN T1N:CRAIG ANSTETT, P.E. 7601 US HWY 301 CABLE E - G - =BURIED GAS COR -CORNER v - CABLE N RISER Q - CENTRAL ANGLE OR DELTA ANGLE T - S RVICE R/W -RIGHT-OF-WAY E AMPA, FLORIDA 33637 6759 0 - ELECTRIC RISER O MONITOR WELLS I hereby certify that the attached "Boundary and Topographic Survey'. of ihe~hereon-described 1-800-836-0797 BRIGHTHOUSE NETWORKS - uE - =BURIED ELECTRIC CI -CATCH INLET BLDG. -BUILDING TRANSPORTATION 700 CARILLON PARKWAY SURE 6 _ 8 - MW - property is true and correct to the best of my knowledge, informatipn~, dn~ ~@fi~f. as surveyed in the Sheet No UMBER FOR SCHDULE B E~ - field on MARCH 26, 2007. All parcels and/or easements for access x41~d~pa~jai~q~ afro contiguous - - -BURIED SANITARY SEWER - d IDENTIFICATION NUMBER FOR SCh ST. PETERSBURG, FLORIDA 33716 s FGI FLAT GRATE INLET IRR. -IRRIGATION ENGINEER ENVIRONMENTAL 2 _ ELECTRIC OUTLET (727) 329-2841 _ _ = TSB -TRAFFIC SIGNAL BOX ? NUMBER OF PARKING SPACES ' CPH ENGINEERS, INC. CONSULTANT ATTN: DON ANTHONY ADJOINER PROPERTY LINES S/W -SIDEWALK CING SPACES B without any gaps, gores or overlaps on their common boundaries!°~u6.~t~r~pllCc~~rt1~1~~,~th'gt this "Boundary -n-- _ cinir_i G CI IDDl1pT CICAI WS _ and Topographic Survey" meets the minimum technical standards set~.`forth in'~kiapter 61817-6 of the J OW NUKIn Tlh5iZ*iUKh ULVU. = RIGHT-OF-WAY LINES MH - MANHOLE SMH - SANITARY SEWER MANHOLE V v~~ Vv v O WAILK SNKINKLLK Florida Administrative Code. SUITE 760 CPH ENGINEERS, INC. G - GAS MARKER _ TAMPA, FLORIDA 33609 500 WEST FULTON STREET GAS SERVICE = WETLAND LINE DWL -DASHED WHITE LINE STMH - STORM DRAINAGE MANHOLE X40 G-4i4 ry ' WELL (813) 288-0233 SANFORD, FLORIDA 32771 TECO PEOPLES GAS _ ATTN: JOHN MELENDEZ (407) 322-6841 1800 9TH AVENUE NORTH ® =EXISTING DRAINAGE PIPES SWL SOLID WHITE LINE TOE- TOP OF BANK ATTN: AMY WRIGHT ST. PETERSBURG, FLORIDA 33703 DYL - DOUBLE YELLOW LINE TOE -TOP OF SLOPE For the Firm By. -All (727) 423-7621 THIS SURVEY IS NOT VALID WITF 03 Rober G. -Wlbl ~ ATTN: JEFF FRAZIER T VALID WITHOUT SHEETS THROUGH 5 OF 5. Professional Surveyor and Mapper of 5 Florida Registration N6.-6474 SEP 12 2007 - ` 10' WIDE ROAD, DRAIP ODE ROAD, DRAINAGE AND/OR UTILITY EASE 'OR UTILITY EASEMENT - - - - I 0 11 / ~ ' WETLAND LINE TABLE ~ / / / R=475.00 EXCEPTING PROCEC+L UNE LENGTH BEARING ~ ~ D L=65.21 NE COR OF LOEHMANN'S L1 7.ss N40'2o'22"w - r / r 7 C=65.15 PLAZA REPEAT + L2 20.7o S3319'42'E 3277AFruitvilleRoad 5 p0 CB=N8T12'48"E pg 109, PG. 13414 I L~ 3208 s1s•5s'33"E Sarasota, Florida 34237 _ ~ / 5p s R~~a3. ~ ~0T51'54" L4 38.31 N66'22'35"E LS 23,96 N62'47'12"E M , C=65.13 L6 18.21 N64'33'13"E Phone 941365-4771 ~ col ce °De „ ~ / z2 31 E O~c6-N87°12'37"E ~ I L7 57.47 s26'33'45"E Fax 941365-4779 1)6 + ~ L8 14.75 528'58'10"E +nQ++C SET IR&C LB#7143 ~~'E~) - a L9 61.89 S8T04'38"E ~ 2• . 2~ / /1a 12 n r~ GU G ~ W L10 43.63 586'04'43"E Certificate of G 12 / /N N1 `1 ` ~ FOUND 4x4 CM Z ~ I L11 37.48 S75'37'04"E Authorization No. 7143 ~ PLS 1762 I ,7 N L12 21.86 516'26'27"W ©2006 ` ~1 c~ / , ~ Q L13 40.09 S70'24'59"W CSl FOUND N&D ~ / RLS 1762 / ~ R of ~ ~ ~ L14 90.73 S04'46'06"W ~ TAX I.D. N0. I ~ QO 0- L15 20,42 556'34'00"W Engineers ~P . l E 06/29/16/52413/000/0030 us 25.27 Na2.3a'4s"w ~ REALTY INCOME CORP. # 1216-04 w o z L17 36.59 S89'02'24"W Surveyors ~ ~ ti 1J 0 ~ ~ ~ ~ 3 ,ti ~ PARCEL C I W Q 0) ~ °z L18 90.53 N89'32'28"W NORTH RIGHT-OF WAY IJNE \G Q / , Q 1 ~ ~ ~ ~ R ES ~ 1 _6 L.4 ' L35 f ~ PER O.R.B. 7417 PG. 890 ~ W ~ _ a t0 L1s 7o.oe N83'33'40"W Architects . ~ < Q N w Z L20 73.19 N01'54'18"E 5 0 ~ ~ o Q ~ k9 WETLAND 2 ND 2 , 3 e ,,y ~ 'w I Z F- I W ~ ~ O L21 24.72 N58'41'52"W Planners lQ ,l2 ~ _2 ~ 6,966 SQUARE FEET S FOUND ~ s ~ 0,16 ACRES ,A o SQUARE FEET ~ ~ ° ^ LOT 3 ¢ ~ ~ ~ I Lz2 41.x2 s2s•2a'Oa"w ~ ~ 3 ~ PLAT BOOK 109, p F O ~ L23 49.40 N87'32'59"W Landscape Architects ~CRES~n,9 L39 <ae~-++ r- ~ in PAGES 13-14 I W ~ L24 27.34 N30.5s'os"w L25 x•23 NO6'56'52"E EnviYOnmental SCtentiStS za ~ ~-ss ~R1 I~ ~ 17 ~ ~ ~ Z W L26 85.36 N71'56'29"E R'4 19 ORP MEN <RS j ,~ivz- ~R1 SOUTH RI - - L=2A'7' PQ' PSE 6 ~ ~ ~ ~ SANITARY SEWS GHT OF WAY LINE ,Zgd.,35 ~ ~E RO E X31 - _ L27 23.91 SO6'38'12"E COnStrllCtion SANITARY SEWER EASEMENT ~ ~ N ^ I ¢ ^ it ~ Lea loco sa4'o1'3a"E Mana ement D) G ~ 76°12 ~ 11 ~ ~Q~ / ~ ( ~ , . 17 ~ 12 O Fw-F L29 13.36 N0199'47"W $ BEARING BASE cg 01 ~o oR 1~ ~ ~ ~ ~ FOUND 1/2 IR (NO ID) 3D OB ~ aQ I /!o ~ FOUND 4x4 CM (NO ID) S88°4. FOUND TACK (NO ID) ~ L},3~ , ~ E P ~ ,+o ~ "6 ^ Z ~ L30 36.45 N15'03'46"E tid ~ I ~ o I U W L31 36.27 N74'54'10"E Design/Build 314E D M ,2~ ° 1~ 1 m ~ GRID N: 1327579.6350 ' C 613 ~ ~ L10 ~C11 310.72 (D ,N7 , ~ + ~ _ d' L32 3292 N4919'46"E L10 ~C11 ,ti R C ~ p GRID N: 1327559.43 L33 44.31 557'54'36"E GRID E: 419552.D270 M J B / 20 X 60 G ~ 6 LATINDE:2T59'02224° -310, 71 rM - . ~ / ~ ~ 9 PRIVATE ~ LB~2610 588'4.9'1 `~"E(M) I QM GRID E: 420563.61 L34 3243 562'47'23"E LONGITUDE:-82'43'59.294 1 ) 9 - - ~ ~ EASEMENT 12 C ~ p LATITUOE:2T59'02.084" L35 29.25 N8691'0TE 165,QV (M) ~ LONGITUDE:-82'43'48.010{ L36 28.42 561'36'24'E ~y 20' WIDE ,ry~3i ' I L37 22.31 S56'45'05"W a ~ m j3~ ~ /~~S88'S1'15"E Dk ~ FOUND 1/2 IR (NO ID) L38 15.03 N6193'54"W I DRAINAGE \165.OD' (D~~ \ ~ ~ L39 12.34 N6298'29"W ,,6 EASEMENT ry L4D 23.80 520'36'57"W ' \ ~ \ ~ \ ~ ~ OR 9559, PG. 1041 La1 14.44 S7315'44"W ~ / ~ ~ I 111444--~~~ / ~ ^ I L42 23.68 N65'25'46"W I \ ACCESS AREA ~ X y\ ~ \ ^ p L43 12,36 Si9'48'53"W ~ ~ ~ WETLAND 1 ^ L23 48,283 SQUARE FEET ~I \ / / ~ p 1 N 3 0 ~ L44 37.55 S70'58'09"W - o v^ ~ ~I 0 1.11 ACRES ,',6s ~~.6s \ ~ ~ (~1 ~ e ~ N L45 20.33 N48'05'47"W \ V 1 y ~ ~ / ~ ~ ~ Z N L46 21.32 N29'22'33"W W OvW ~ ~I f /\/\A ~ ~p _ L47 15.13 S5T31'Ot"W oN~F• I N~r}O I n S88'51'15 E (D , P ~ w ~ ~ L48 18,99 N32'08'55"W N ~ r co I~ ~ I ^ I ~ l/ I'~ ~ ~ ~ / ` ~ /192.40' ~D). / \ ~ O Q W O L49 17.D6 N51'41'44"E ~`J/ S88°50'06' E (M)~ ~ N 3 ~ W L50 7.43 N2491'40"W pN~~ ~-?,~L19 ,9 ,a ~o y ~~i? - N . L18 L17 /5 ` ^ Q ~ J L51 17.46 N72'31'45"E Z Tin-~ ~ p ~V sn-~ I.~rp~J-~ 192.4.7' (M)SET PKN La~7143 ~ I{~ ~ ~ 0 ~ Q • ~ 0 iA" Ln~ FND PKND NO ID ~ Z F O 3 n~~o POB " ~ z° 3 F o o~ d' Z EXCEPTING PARCEL ~ ~ U ~ I Z Z ~ POINT OF INTERSECTION ° ~ ~ IQ O N N a = ~ WITH A LINE 110.00 FEET I ~ ~ ~ O D. Z ~ cs Z ~ J ~ SOUTH OF AND PARALLEL ~ O ~ Z WAL-MART SET PKND LB 143 ET PKND LB~j7143 O~ OUNDARYN~NE OFLLOT 1 M ~ I~ C=9 ~ D: ~ Q 0 PARCEL D 17 _ FouND 4x4 CM PER O.R.B. 7417 PG. 890 SANITARY SEWER EASEMENT n ~ o f ¢~3 0~ W a o PLS 1762 LOT 1 EASEMENT ~ Q~ A PORTION OF 3o N U ~ Z ~ I J .y 23106 US HIGHWAY 19 NORTH LOT 1 I ~ N W m "BUILDINGS WITH IMPROVEMENTS SET IR&C LB#T SET IR&C LB#7143 \vl o OI a 0 I Q Q ~ WAL-MART STORES, INC., ~ A DELAWARE CORPORATION g TAX LD. N0. 06/29/16/52413/000/0010 g ~ ~ TAX LD. NO. ~ Q \ W ~ 06/29/16/52413/000/0011 I ~ ~ ~0. o WAL-MART STORE NUMBER 2081-05 WENDY'S INTERNATIONAL INC. W O W TAX I.D. N0. 06/29/16/00000/440/0400 PLAT BOOK 109, PAGES 13-14 FLORIDA POWER CORP. a ZONING. CA COMMERCIAL GENERAL I ~ ~ ORB 9559 PG 1041 v ~ NOT PLATTED z NET AREA / ~ p--------~- ? ~ 719,3021 SQ. FT. 16.511 ACRES FROM LEGAL / w t- r I I... ~w / Q, / " ~ SET PKND ~ W I L6~7143 N88'51'15"W (D) w; / 177.49'(D)~ W Z / / N N$8°51'15"W 150.00' (D) FOUND,/z L c 0 F.P.L. (EAST RIGHT-OF-WAY) ~ / 27 4-Q' sEr IR&c N88'46'4 SOW ~4gR93'I(M) IR (NO ID) I OR 1466, PG. 1466, PG. 156 & 157 / ° / LB~7143 I,, BOUNDARY LINE ~ Q a / w / OF LOT 1 S.E. CORNER LOTIi; Al_SO BEING ~ / 10 ¢I / PARCEL B THE N.E. CORt'1ER` t'.F LOT 2 10 I ~ ^ PER O.R.B• 7417 PG. 890 I I LOEHMANMS PLti A REPEAT I ~ Q; / DISTRIBUTION EASEMENT vIENT I ~ ~ TAX LD. NO. O O ~ Q ' / / e 5' EACH SIDE OF THE / POWER LINE EASEMENT 'CENTERLINE OF FACILITIES HE ~ O6/29/16/52413/000~0020 07 W ~ ~ / 3' EACH SIDE OF POWER LINES ;ILITIES TAHERI FAMILY TRUST POINT OF INTERSECTION ~ ~ G 3 o I U.S. 19 N.E. COACHMAN ROAD " ^ LOT 2 ~W o ~ o ~Ln : PLAT BOOK 109, ®4 4 Z / ~ ~ ~ ~ PAGES 13-14 N0108'45"E ~ / - - - - - - - - / SOUTH LINE OF SECTION 6-T29S-R16E _ ^ T NORTH LINE OF SEC710N 7-T29S-R16E - - - o ~ i - - I N? N- I N89'48'11"W 6 `J U~ ~ ~ W ~ O ~ G 1 oW~ • w.~ ~ avi~Q~M~3 i~- o~r~~ • ~~lol / ~ ~ +~1+~ 1~~. / POC m o~~~ z O~ y 5~~~~.1% / / SOUTHEAST CORNER OF = O 5g6 / NORTH R/W LINE OF NORTHEAST SECTION 6 T29S R16E N • Z 18 EXTRA WORK SPACE PER RIGHT OF WAY MAP / COACHMAN ROAD (STATE ROAD 590) NO CORNER FOUND ~ 6 OIL, GAS MINERAL AND STATE ROAD RIGHT-OF-WAY d .0 "0 d RESERVATION t ,p 'r, y LL / POB ~~YO po m Z FOUND 3/8 3 3 d d ,4; "p dj IR&C LB ~ 1762 ` ` ~ G. ~ ~ / VO VQd)D~ii / / ~ EPS~~~ ~ Et / R~,P - ~ ~ ~Q e~ / ~0 ~0 Q~R~,P ~ O W m 18 TAX LD. NO. 07/29/16/00000/110%400 FLORIDA POWER CORP. is (7 ~ ZW NOT PLATTED JOE , / i J Q ~o ~P~ p~ 17 ~ ~ ~ = o E TELEPHONE EASEMENT ,OF , ti ~ ~ ~ , ~o ~ , ~ / SOUTH R/W LINE ~ ~ ~ ~ LL ~ LTI p~ 5 LTI 5 / ELI ti,1 0 ~ ti ~ o~ ~ ~ ~ / W ~ Q „W ~ 6 ~ 5~ ~ Po n2. / NQ FOUND 3/8 IR&C Se ~ LB #4626 a~ 5=0.14D ~F. 18 `ZS~ / ORIGINAL ~ ~ FOUND 3 8 IR&C W=0.162 ~0 ~y ~ LB # 4626 ' SET IRdcC LB~7143 gee O~tP _ N89 01 57 W rrD M ~ 5~ e / / ~ RECENER J U S-0.158 \ ) W=0.257 , Q~' ~P SET IR&C LB ' ~ 0 / $7143 171.85 (D) M ~0 16 SEP 13 200? ~ Q ~ o ~ v' PLANNING DEFARTIMENT Q U CITY OF CIEARWATER / 51 s ~ of ~ o~ G 9 ~ ~ . 100 / 5 PR TAX I.D. N0. 07/29/16/60477/000/0010 t1~~ ~p?;'py O p° E M G & ASSOC INC. CLEARWATER / GRAPHIC SCALE F Q z ~ W o •psr~ / py~P / 5 ~ so 0 3o so t2o ~ rrJ~~ w o ~ pF ~1 ~ r / P ~ Q 14 ~ / ~ Q V N ~ ~ o le 5 PARCEL A Q ( IN FEET ) PER O.R.B. 7417 PG. 890 / lQ 1 inch = 60 ft. PART OF LOT 1 1s / LOEHMANN'S PLAZA / / . Sheet No. _ P.B. 93, PG. 63 / / ~DUND 4x4 CM PRM 3612 S=0151 ~ w=a:lso UJA Z NOTE: THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 5 OF 5. of 5 ^ga 10h cr119~ y~. 0^,z..gp a ? 1°~ y° y1y9? ~1. 1 6 h y1~' 65 0h`'y1 A001' , ph h600 0!Y `g hop 1° y6• Sb' S .3 y.y;~ 1h yb • hry?`y6 / hp'1 060 p •°09 h0g0'i` y10 , b b~ 1~ y°~ b X10 •56.46 ',dgy y005 `ky~1 g10 ~ yN~ h6'6• 1 ~~'1y y~'~''°~~° y~ y1'Q•" I h 1('jV1 ~ •h0 58.86 6.89 h •56.41 gb i1 1 gy 56.91 57.01 'yh ryP° SS\~g / N0q •58.72 ~ `~'y~Qp 58.8 ~ ~ `B S q0 h .0 GRASS h00 g66~1 hgpp ~y b0y0 ghi' ~ •g6' h~~, y~a• y1~`,~9~ 11 6~ 1~ c~ig I 3277AFruitvilleRoad h° g, 0 ryb ,,1 M1 h 4 Sarasota, Florida 34237 . , b° U - ~ gk hh'gb / / x ih h / X .65 aD 'J'Efi.5956.79 h~y 1. k, •h y ,,1 •hN6 O ~ n57.03 ,58.47 ~i~' 4~1 hlg1y090 y0~ g1' ~1y~69y y1$~111 6hry I Phone 941365-4771 ~ ~ 6y Fax 941365-4779 1~? ~ ,k~b pry 91y Certificate of 1y P~~ h 6 55 I ~S yb•~`btb"+ h' h t~~ ~ Ob I ~ 06.56.81 g6 0a ' ` ~y_ ,6yyyyryrya~~c~~o1 ~3' Authorization No. 7743 9 g`' 1 ~ 1 ~ !4ha' V ,,o h''' S5 16 ph / f g p `~'~~y6. •ryh Oy yy'~ y,9 6ry ,Sry ~ yy o ~ ©2006 O g0 . 9 M1 P~ 1 1 3.40 •5323 \ I y°0 y° y6~0y6 g6'~ p, yb .610 y yb. b, °'y ~ 6 .q1'h F; aO~ h° i 0 ~ ,B .35 / r \ ~ . •57 ' S g° g0'' { • h' . M1 •y ~ / / \'9 .f7 57.28 y10 gp. ~ry° ~ y~ z~ Engineers 9 O V V~'0 \ 1.0' ' y9 Q~G Q , fG~j ti6 ey' I ~ < \ ~ ~ / 39.7 2 y ~ m SilrUe1fOr5 W hN 0 ~ ? y ,~0 f u~i SS,D7 /fSF..B4.517.~7,7~S2i~.B1"31'gy= .3 53.A6 ~ i1 0° 0° g• h . I 1 I 21jg '•~•51+'~173 1.40 92 tJ' ~ ~ y. . QQ~V Ay g 9" WIDEyO UCU' ~,9 h 0, ` 4.94 ~1p1 • ,0 66° a 1 l\ p CURB 0~`(~, ,hg ~ ~ / 1.BB 6 51.66 X y .2 0y 1• 'S`~ yP by \ ~'ry" 9` ~ r yg•b (T1P,) h• k ~'5 4J ~ z POND I, 1 1 I / 55.18 .5 73 ~ g6 h, 'I~i4.7 g ~ h9b h ky gh •A~~ 49~~ /1 1 51,64 I l / 23 U$ ~ 691 I 6y 1~ o • 47 ~ e~;, ~ ° ~ ~ I . Architects ~ I 6 b g 00 •6g ,0 / 6.59 1~• S . 6 .~2 q1~~77 IGH 19 ' 6 mg6 hgry°j ~ pry ~ gy. / ~ ~54a8'.5y 7 1.44 \ W51,89 54.80 •h ut 00y ~ ~ 691 Ihyb ~ b0 ~1 1 lanner$ ~ I 6 U . h•'(•i h ~ o h b0 ~ \ v i5~6 54.5 448,., ~ X O y yg ryy h,~ ryb ryh y>° -fP b 16 0 b ?ry 0 / ~l I X32---•51.'42" \ 92 O eP' I h g6y yg yh.0 0y0E' 0b06 yG° yh 00 h~ g0, g6 0 gob ~1 1M , ,,10 0 y6ry / / 4. J .i N ~ 10h 06 I U ~ I ~ I Landscape Architects y66 Environmental Scientists 6EAD END 1 p h , hg ~6 g• g6a;' g6 h6h9, g a / y°Ph ~ • I ~ 3.sa .54.35 ° ~szoo ~ g. y1p •~9 •gh0 gh 6 hy~g 3 46.53 / ~ / •54.65 .54.46 X 6 / ° 6 h bh ROAD 0g ~ 5 / 1 4.Da 22 I ~ b~•5 .J a y4d.5~,3 ~ ~ ~ 3 ~ hh0 hhy 6y1 b96 06 h, ° 2' WIDE ,b' WORK h' 5.60 ~ i 1\ J ~ T :n ~ yh•e g 6' yg, ¢~0 CURB l~LiQA _ g• 34. . s / I I •sa.5f kb I g6 ~ h I "~°i hg n CP ,I 7 •54,46 / X 1• 1• 0 9 l g gh by yh•10 gq~ ggg'g g h6 0 00 (TYP.) 0yh gp p. 5.82 5 .8~ 9112 ~ ~ I •54.74 g h6y 1 hg' I ~ c5m I Construction 1 ~ yy9° 4 M H z o Management ' 6 a , g9h• 6 / /i y SITE BF1~ICHMARK 2; ~ , _ _ _ 54 t1' ' 1 ~ I M1 06 1 CPhg~hg, , / 1 / / _ , ' g gge6 gh b e ~ / 55/ //i / ~^d 1 I / TOP PK~ ~sl'-3r _ - s7 .55.1 / / __•Fi~~6 1 / dt I -~-3r/3~-'SL99 ~ '5 K2 y.; "~',:r^~~; g 1 0~/ - 0• g gy //0.78 I 529 54.JD \ ~ Ar ,4.:Wi, 01 ,6 I a / ^ \ y , h6' ~ / /~51 ds V e 55.84' ~ + g6 ~ryy 1 ~ I ~ Design/Build ,yg y 1 ''6 ~ S1. ~ I ~ 69h0 g 0y6~ ~ y°p / y5° I y7 0 ^ry /y6 m . 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D ph ~ 1 ,o N 1n.'~: tty 6 1~' q°' 19'' ~.g1. o~ 034 S ° yMag 1 i ~ STdP 9g g6/,h ~ HI WAY 9 N ~ h° a y ~ l as G 9 'y \ ~ PARKI 21 U SIGN a• ~ 11 ` d' / M M 6° g6ry 9N . IG AY 9 fir;*~ ryb ~ 1 \ 1.1 n~' 1 •b , ~ry pry 1~ y ` I ~ SECURITY ° y1 ~ ro9 .80 6 b 1b 1 1 GAMERA M % :1 i1 ~ g0~ '4g ;10 I g1 h0 1p g y 91 0p y1 1x try 16° p 91~ h 0 y1y 1• ,N0 to tt;~:~. e :1 h1' ASPHALT g1' 6 ~ ,,b 9 I 19P KIN O "~!'s; 9 b CART CAR`f I 1b • PARKING ~ ~ ~ : ~ h°' n y9 69 O O h°ry a° b6 ~ / m "~.,~•r ~1~ OR A CORRAL y0 h1 by g1 bh y °g ~ .y. y6. / y1 1• yd1•y1• ~ b 0ae 0h • ~ / iD 1 0° ° tP 106 ~ 0b 1• h 1~1 1yy 1°~ N N ~ yx 1' 6y ~ .y.01. a b9 / SECURITY ROWS, y3 0h g h0 \SI~ 0~ g ~ 0 yghgl. •0 rn 0 g I 1' h h b x , ~ 6 p CAMERA 9 NG ? 0 0 h 'g6. 616 1~1 00 I W~ i5a 1p0 6 ~ OF y ~ ^~b r ~ IB CRANE GA CONECTION xy I ~ , g1. 1 ?yy~ y 6 5 Z - - - - ARKING 1 ~ 56 I 1. 1,~1 p0 hh I 1?~" ~ y1s 'g 9° 16h il93.:':: ";jr:. , 9 ~~y CA 0 56 '11 _ _ 0,0 0. + g11b ~ h h9 g6' y1 ~ • yb9° y1 ? Q '~1`~10, y1yy~ b?B43 y1~ 8 ~y h 14 I G 3POU TYP. gyv\ CORR hh ~ 00°\ .~1 01 ry ~ ~ g6~ ? ~7 3 0. ( •:""1"'~ I . ) ~ ~ g1 / 0~ ~yg. 0 b^,'~ y't•\ 0/ , 91 `.:`+FZ:. ,y 0gp910 CART / •g ? yg' b9 i5 ry00 ELECTRIC •'~:;,~t.,..: ~1~ 106 ~ OR AL 1^56 / ` ~ ,gqb c1'h •yg1gv. h.y1 ~ I OUTLET (2) ~.,..ti•, 1 ~ ~e° X61 51/ ~ hgyg~hh ~ / g' ~5 7.16 019 Tae 7.16 61 A 7.18 ,~9 V C Li W y ARKING ~g 7 69 og 6g p 1 ° b ]9°g b`0 •s / f ~i ~59~ I t4i •y0 6• p1 ry, 06. 0y~ h /.i~,g~ 96 ~ ~9y ~ y61 ~,b~~ _ _ d ~ Q r M ~ T I 1 " 9y / h 1 .52 2~/ ^ 6 y0~ r•`~ , J g 1 ~ 0 .5 j/ / r. 77,2 1 g0°~ p try Igo g1. 1. 1• S 1 ' ~ 19 hbI ' KS;'i~::, i ~s~. ry0 1 00 /0 \ 9° 9'B ~ Z4 / •56.93 g y ~0 y1• 3 9 ,..r:: WATER TAPS DOOR ' 1 :6 /h9 hg0 \ 6~h ">v `s 19 9" WIDE ~ by y. sz z~ a' • y6• ~'1~~ I I / 1 • y g1 1. ) 0. ,0 1 g ~ SJ A` 4y \ i 0 b6 ' \ / y1~~;~d,~` ~-HOT COLD SECURITY :~5; 90 CART ~ ~ .y \ ,g CURB ~ I _I"•~o-sti / 6ZoJ I '~~1":,''"•••~••: / CAM RA 1•°` ge1ryh I CORRAL h60 00 b ka (TYP.) ? 5'9 / 58.0 7.30 DAt • UMP ~ LV 1 h h ~ 0 56. ~ 5 2U 2.~6w 6.63 7.22 11 g / ~ • 1 p 1611• 1~ 5. 5. 5 ° o 7.30 DOR NEUTRALIZER a J.a n.. yg 1• g y1 ~ ~ 20' .56.63/ / ~ 1 '0F y 5. ~ .31 6' \ ~ ' OWER SWITCH ' 1' W , 5 60 h 5 1~ ~°~e ~~3AA 31 61~ 6 v/ I I 1. e~ N g' 1• y ~ h1 y1. 19 6 ~ / 52.a zf ~ g .za y~r yb h6' ~ b 9 _ ;~6. . / / / s.az / 56.98 g' y° 56.981 y • • / h1~ 1 ~h TELEPHONE OX 1• \ eh STOP ' / 1 • h , 9 b / / &J2 5~ 56.7 / \ J ASH COMPACTOR FNISHED FLOOR o° - - - -Sf6N 6? / / / 1 g ~ .0 X6.7 ti 0~` y6' ~ ~'a~ / ELEVATION AT h y • b h°' z3 lip ~ y1 h '~~~''••'~'"^'`•~4 o LOADING DOCK h~ / / °ASPHALT gh^5 g'•'1\ h1 01 9" W1DE / % s ~ / ,20 z~„ ~ ~Pye~.e'1~'•t~ O G / g 0 yk / / / 6.33 / ~n~1 yy 1 1y ~y yey .C ~ 'a d LL V d > 0 sa;~s°6og 6 y yti y6, ~ 3 ~ Q. ~ ~ Z e,,:;,s:.,y,.•;'~~ ° 58.6' PA ING''~" g~ ° PARKING ~ .g ,6 CURB h-•' b ~ OP 7s7 s> > s \ 9 1• g , h 0 h g h / 'y b: ~ •58.09 S)SY .pZ ' 601000 6 g'~ ' b• 1~ ':"•;S,•• P'~"` NO IDLE g6. y ~6 ( ) h .hyh0. / / z2,v'rJ ~ h 0 '~'...e,. gh 10 151.81' ~ k g / A/~•~ 0 ~ 7.57 ;.1 7y"4g 0 V O ~ ~ v! SJ y1• hyti b1 h0 ? 0.0 ,,::,~.i, ~•1. , ~ . a : y1 y! 01 y k0 h6 ry / / / ~3 i 56 SS6ss.j>? 6J 5y' yg9' ,1' •b ~ "r~,I' C y~ ey. 6' 6 / 's6.z3 / i, azs ,ra,BSe q°5p. ..:::...,y::C,:. :Ji~~. "r"T•i•+ "•15i:~'~,+~Js., i.~•^%+V :'ti'"'•"~~•~;Atiw~ ~ 1 \ 6 • 56 .0.. / 0 ~5°? y yyo y66 y ' ft ~ ; „c,• ~r N DOOR 1~ 11 69 '3' k / / 79/ //56.2 6r5/ 7.74 / / 6.92 !QQ g0' yy9 ''~C `krw rp~ ~A'S~+N~Al:f:. +:f`+t,'.~, f~ 5fi 6~0 0• 0 2~! '~13 ~ / 6y / p n.r•':• •"~•,s:,~:~:,.. ~j,~p rrr:•xCY"• . 1o WITH pWHIN ~ c~6. y5 ~ ~ yh ~ / / s y. c yy6(ly~.{ MATCHLINE (SEE INSERT THIS SHEET) „t.. 2g Q1' ,,c., "'a17 ~J,'F.,~}'ry':.:~~•~~;~;~„~ .11~r"~'+". < l ~ ~ 5 0' 5. 7 ~ / . 1 / 8,94 g •8' '~e..~+ ,,;^"..'•.,~r ;r''•: ,,6 h6 0 6° / ? /gh~ 6.44 f3~~'•+°?•;:, 7 N i~2~; / SECURITY 1. \ 6 h1 1 bh ye p / y9 1i ,*?w... :T•+: ~;w•, ' <:M.•^:: ' / + y h6' 6. h 0. a6 g0 ~ / ~ 3 j / / / /5 yy. y." 0,01 10 / ~~5~9 / ~ / G •5124 ~y? , ; .6'''.:;~:':+.'~~•,.,~.~:-~`^ , ....•x ~•y1 CAMERA h e 0• '•1• 9 6.59 /51- 0" •"y~''+''f rr ,,iw`..•^.+,.''•~:^':1'~`,c _.,•,c .Z, ~•::0 11• • : / ,y / ~ 6 / b 1 ~...`^M,.. •.T • ,4,efr,;b: ; :'.'\'.~~'4:?.:?-0.k;r 4C5 Q;,•,,"~ ~ 1D6.D o 0'` 1989 h 1y h ,y696 1y ~ ~ 91 9 / .16I / / 7:D5 E yE ~ wal x 1.36 ~ i < s'a ~ / 2so ~ - o ~ I- y yy TENSON 151.0 / 51.66 / .~2 / .05 N y1• / 1 fi,, ; h ~ ~~,y,, a h h' OOR 1• 1 6 h6' h° 1 6' F° e•~6 + / / / y0• 1 0 is .`ro-::' :.t.' ''V:' ~~y,,:r:i ;t`e>1i ~'vw!:~•~°,°:''•'4~.:.!N;: ,~1? N g 30• y6• g6' ~ / ggg R1"A' 0/ 50h 6.66 .4J / j~ b / .94 • ;:o' ~ ; g;,',=ir' • »;r,; .•sV;''i•'sP"e, g 106.04' t . 1° i :y;'ud". ;'6. :.t 7x, j';,,; ;P p2 °f'.:".., X:,+::a'°4: ~ A DI , 0 g g' y E~cmic / / Ls9 / / ;A;'c,.:.,, ~ yi„^...:,,::~'::. g~;•r.:b ':'A;,:e :v>~.1.'?r is r's,'•;::+ : i.. ;;,:.y'f. , i 1• 0 0 6 ~ h 55,44 ~ 0 / ,`4; M,. , •56.29 .,i , .'6i : a . + •+t An ,S V., c.; .,~,:.:'.~,`vA.•'i • :W.I~ILI~IN~:uwu)~{Sf.~G•:.~.~ A K G 1. I ~ / 6.72 5.9 g: x::•.:,f•:: y,1 hea `pt:^. :~r4"EE'., ,~~N, .Tb~,^,•:., . - / 3 , /51 ` - ' ~ / I/~'' ~ 2.06 / / / so.a ~ ~ 1 ~,'~1~y, ,c ~:a~°•:i•',"• ',:G1f ".r6~1,' .~.,,::,?•;r;: -o- ~ g / .1e / / SITE BENCHMARK 1: I LORD':' ::.i'1a~.,i: t.y ..(t / 0 'si.' Y?~?y'.;i:r'v~A . / 6.40 :.~"s`, rti :n .`.i^tz iii, ::'>i•';'; ;:,3"'i2,' / / 5.24 "~~t~ .h.;:::r~"°,: .rr`':^ '-,x5'•. h / 9 / s TOP OF PK NNL x51.33 / / : ~ / / 0 .57 ~ / ~ /W~~ ~n: ~ 1.12 / V ,ties''' .:a.i + ,.i r, ,,a,•6sr ;.t.F''': .~7:U,9.;ftc"4+'~' m 1• ~ / g / ;,'.`iv~.a; '.:~i ~ ~ .'c'R;:,` g h / ~ 6h / dt BENCHMARK DISK "r. r c .'C019CR ' §@•'';~:;.r,.,,, , , •.,at;.,t . r~ ~;s yh P~DG~'fRIAN hg' / / g• qo y;:~;..' r.•h:. •:S<, ~u ; r,. ..:~...a„S ,1,~ / 9' / / g ELEV v 57.38' / N ,~I b / ::c}•.,: ".t:c, , , ,•:•'~+5!:a'• ROSSIN / 58.56 / 0. hh ~ `,'.+pti+v :.b'n 'r•~~:;:.. w ::,i~. '~t'`'r::•: / ~ / y / / 4.65 h -5) / I • .ah. ni•< ,.h,; yC;,1<,..;~'L+ .4, ( \ h / / ~yb 56.11 6.4D / I K`;r;;N4+,u ~''4;.":an;,,Y„'. g 1 7 ~ ~ , 277 / 0 ,:3j:,~., ',vj.^••%*.~' :~'~:•:~i'"=:: .:,.,?'~r.<c:.':rt" ' p 6 , , ASPHALT / ~ e.5@a / xx51,18 / /z 0.84 x50.51 •5 . 5° r 1,82 1.64 / / / 49.9" ~ CI ~ Q / i / 1,53 mil` n/ .•,i 'ri :4;,%:••••.:~?~ , `~',;L~:?i;^•'•.'•.;w,3~ : / p. by y• I ' .,•w+:...: 1.'.,•,:••.. "I / 9" WID 6' PARKING a ~b ~d .os I / A9 . 1 .80 a:~,•j xi..., 'e. ,~g.r,, :.,'*:"7i": ~ •66 / h / 508 / / AL ,1, w,^.A .ti.~.....^~::' rC•.°~,^. ~`u: 1:"5`yi? p, 6•p 5,5 / r~ y1. 1'°w:. ?A.'. q. , Vii,^na,7.:+.., as• . h CURB 0 ~ / 43 b~ 5.6 l ~ 8. . 9 ~ \ I 14's, 1;3. '•ar*'' 1A~~~1p, .ISf:'..3 J:'r ~.i':1t,; ~X yy` k h gb ~h SB.fie pk ::~=X.-++~7,',i.-+0%+~, ',km': '4'w, /'b0 y6• S QP / / 55.6y'I' / / i ~ ~ x •'.52' / ':t> .>n b. pro 1> ~ TELEP ON a>'i g6' s.1a(/ X56 ~g^".>~' ~.b't'':,,.::4;•c;cwF"~°.:';,.:•+,.,.~:!,';.~.:;.:rs:• :~~,'K'' g ~ ~ 6~ N OX g / b'`~ ~ / 690 ~ \ b ' aab, a'r,...y,...;'"v:*::'"~`+,.r;.... ` 1 '7~ I 'S ~v 248.24 W LL .P 1.21 / / 63 ~ I" y , ~:X.:, • r• : °a 'l;; p1 { ~ 0 gh' 1 / 49 J 3 • •y0' \ ,+;y 4;. i:'~ "1: ,5C:,~`;7, .•...,1. •,,i~r'~t;"• M'g^' ry 0 gg' ~ f ~ - J 9' / ` / • 5.95 g'~' ~ ri•i^, ..~,t. °•'blrtf~e;~ :4/0.af• y 1? hl e'J g~ l ` ~ 5.89 / / : / 002 / / / Z ~ 0. Q \ 0•' ~ N ,g /-1 h6 016 ~ b ~ ~ 55.4 80 / i / p9~ / 1 1 1~M/ \ ' yh ~ 1 9. bh0 ? 5,80 ~0p L \S ,100 h 0M 610Th 6 I \ 0 yh•' 1 9.3 ~ 5 / / : .17 / / ~ ~ / j / 4 ~ 0.89 / /p0~ Z S\ h1'1. ° h1. h10 , m 1 y. 6y0 ~ . 0 ~ .54.7 / .70 h' 5537 0 / h \ 866 ` ~ h ,5g 0h Q'~8 ~ 4.84 ~7 y6h g1 / / • 9 /'48.87 / / ~ /~f1 / 0.61 / /x4699- ~ J a ~ O V 0h6g hg6h. \ ~7 g 098 010 g0 51 I - 1,, 0y~ hg 06 g 01 ~ 4.73 y5.J9 5.5f 0 g G / ~ / / / /47.87 / iii'A ~ O \ g 6ep e.s' \ ygy 1 eyg~ 51 O I / 6 .I ,,1 09 ~b~ b6 g'~g I nO ~ 9 , 6 h 55 g`0g y. h• I) p6 G (,7 DD O 00' y 6 yA` 'tih y48' ~ h 1 .31 ;J 1~ ACH N ° yg' / eg •~92 1 s.J3 .9z 0 aQ• J ~r` ~ 50 ~ / 7 / x45.65 / / ,yl" .~o BS sc8- .13 .s4.20 G 1 0`.a' 0' / / / ~ rr J~ 5 O p NDICA / ~ 54.66 4.30 O~ / 1 , y ..5 5 F ~ ~ o ~cl ~ gy;,e b6' yg~ RHING r I ogryl h / ~ / 'j ~ a Qb ~iQ / / x46.34/ r.. 55~ ~ h ~g' ' ~ I / x50'` h / G~f 0. ~ `Q bIGA I ) b1y 01 g / yg°'g° / 7 `V V\' l h. 0 y / g V ING 1 y 6• y° / / 4B. .•'0 3s4 .67 a.es / ~ 6p' 6 I s. / ~ I 54.75 / G \ 5 h6' 2~( / / ` ) , 54.05 .62 • 8 J0 \ J / / ~ / 54.39 4.51 ' / 6 e / xaa.76 ~ l PO,,`,P Q ' 1 w I I B.SA1/ .~9 ~ / 4.4 3 I I hg00 hop .(1 ~ .46 w ~ 4. / 53.70'53.49 5 3 .55 25 NE ~ fig' ass' ~ a.D1 },2g 3. B ,59 / 9.54 / / ~ ~ ~ ~A~/ I x463 5/\~~~\~~G~ ~ V~ ijRIGINAL _ DG HM I ~56> / 01`' / 8.09 / 20' 3 9.36 / / / i ~O JO~~ ~\V, c~ ~~CE~~ \ ~ ~ ~ ~ / ' ~.3L~4 3.09 / , / / 45.93 ~ VVV~~~ ~v/ / / / i ~ / ~ 9,7.42 / 53.58 27 / / / / ~ .10 3.62 3n .Ot ~ / / / e.e~ '~1• / 53 / / / / ~ x45•'° l SFP 13 20p7 Sheet No. , / / •5zaa eo - 5 .00 /5~ / ~ / 5/ / ~ / 1 .67 44.67 ~'WfVNING OEP,4RPMENr i / / .333 3, 3 5 . D ~ ~ ~ ~ 7.6 x / w 3.41 UAWN -52.36 / 3.39 . 53.43 CR OF CLEARWATER I 3.39 ~ ~ry~'` 9ry O'9 SJ.76 ~9 51~84 3.13 2.98 2 47s .98 •52.13 2.59 149.A1 3.0652 / 289 / 297 / i*51. 227 / S NOTE: / x52.47 52'6 01 / X51.56 / 1 I I I I / .B3 - - - THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 5 OF 5. of 5 CURB INLET THROAT ELEV=56.35' 18" RCP EAST INV=5235' y I 20 9~ SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE RIM ELEV=55.52' RIM ELEV=53.18' EAST INV=45.72' NORTH INV=43.66' NORTH INV=45.67 SOUTH INV=43.74' 1 a" RCP ~ I 3277A Fruitoille Road WEST INV=45.82' STORM SEWER MANHOLE Sarasota, Florida 34237 p ~ 3y ~ ro RIM ELEV=56.98' SOUTH INV=45.77' ~ g SOUTH INV=52,Oi' Phone 941365-4771 NORTHEAST INV= 2.23' STORM SEWER MANHOLE RIM ELEV=54.90' 19 S 21 2 WEST INV=52.41' ~ Fax 941365-4779 SOUTHEAST INV=5D.01' NORTHWEST INV=50.48' POINT OF TERMINUS 5 ,S/ x~-x Certificate of ~x/ I Authori©2006 0.7143 UNKNOWN STORM SEWER MANHOLE RIM ELEV=55.04' OVERHEAD UTILITY s a BOTTOM~OF BOX=49.75' WIRE HEIGHTS 5~ U, OUTFACE STRUC Engineers STORM SEWER MANHOLE CURB INLET OUTFACE STRUCTURE RIM ELEV=54.92' (Ii _R v P ~ S <p TOP OF BOX ELEV-~ 0 _a TOP OF BOX ELEV=55.25' THROAT ELEV=5 .28' $nrU Ors 09' SANITARY SEWER MANHOLE P~ F WIER ELEV-. 10 9.13' 1© 24. ~ `,R, RIM ELEV=55.26' OV $ ~ iii SOUTH INV=S W1ER ELEV=52.91' BOTTOM OF BOX=49.61' w NORTH INV=51.9 ' ~ SOUTH INV=51.8 ' Architects SOUTH INV=50.08' 2 16.72' 13 17.23' EAST INV=44.66' i0 ~ o INV= .54' O O ~ ~ ~ = G ~ , a U NORTH INV 44.73' ~ e1G P $ 03 16.31' 14 1244' T` 5 A WEST INV=44.56' d SANITARY SEWER MANHOLE S G ~ ~ x i I ~ Planners SOUTH INV=44.66' II FGI RIM ELEV=56 6' ,`V~ 4 17.40' 15 19.72' SLOPE = 0.719 a GRATE ELEV=54,91' - •2 Q1~ ~J / O p EAST INV-45.16' ~ l ~ ~ / ~ Landscape Architects SOUTH INV=51.56' p 05 13.48' 16 14.01' N NORTH INV=45.26' ~ x Environmental Scientists WEST INV=45.16' , 1. ~ to 06 13.19' 1© 13.97' N OH - - _ ~ SOUTH INV=45.16' - 17 ~ ~ I~~ I ~ 07 19.21' 18 20.03' 8-1 /2" PVC ~ J construction / CURB INLET ELEV=49.75' ~ S S- W THROAT ELEV 55.95' Management $ ~ x ~ pQ NORTH INV=52.27 08 31,41' 19 13.69' 15" RCP S S $ - 0.169 S S S ~ 36" RCP 36" RCP I SOUTH INV=52.18' Design/Build 09 21.0' 20 14.99' 14 Oy 8-1 /2" PVC / POINT OF TERMINUS 13 ELEV=52.50' 0 36" RCP ~~q x a I 10 19,6' 21 16.03' UNKNOWN 16 STORM SEWER MANHOLE 36" RCP O O RIM ELEV=55.27 N t\ / ~ 11 21.6' 22 20.69' SOUTHEAST INV=5D.12' - 8-1/2" PVC / NORTHWEST INV=5D.2T INV-50.55' y..'~.'F' ~A. 4TE INLET I a ..I a m STORM SEWER MANHOLE ELEV=58.50' / / SOUTHWEST INV=5D,7T RIM ELEV=53.89'T RIM ELEV 55,31' 15 ? '=53.89' J W NORTH INV=51.31' INV=49.96' NORTHEAST INV= 50.67 INV~49.76' OUTFACE STRUCTURE SOUTHWEST INV= 5D 1 ST INV= 50.67 + 4" WHITE COAT STEEL :ST INV= 5/D~61' ~ =52.9 T RM SEWER MANHO -x-x X X- EAST INV=51.56' ~ WIER ELEV=51.90' ~ , SOUTHEAST=52.35' ° STORM SEWER MANHOLE C4 NORTH PIPE HEADING EAST=49.61' N WEST INV=5252' 45" R SOUTH PIPE HEADING EAST=49.59' x FGI r I ELEV=56.48' RIM ELEV=57.50' 29" X 45" ERCP 29" X 3 ABANDONED, FlLLED WITH DIRT I GRATE ELEV=55.01' I CURB INLET SOUTH INV=52.51' THROAT E =55.61' 'SANITARY SEWER MANHOLE _ FGI RIM ELEV=55.06' 4NHOLE 4" WHITE COAT STEEL =55.06' I NORTH INV=5266' ELEV=51,22' NORTH INV 52.28' ~ O ~ oQ GRATE ELEV=56.35' WEST INV=46.73' =46.73' vA 8-1/2" PVC I SOUTH INV 52.14' O =46.76' m ELEV=52.62' L 8-1/2" PVC IN ~ °v ~~ti EAST INV=50.7T k SOUTH INV=46.76' ~ o• SOUTHWEST INV=51,00' SANITARY SEWER MANHOLE ~ 0 NORTHWEST INV= INACCES9BLE k 1" PVC RIM ELEV=55.33 0 "~w \ ELEV=53.25' PVC - FGI UI~„ WP a ELEV=53.95' N Q 3.25' it ° GRATE ELEV=56.18' ~ ~ CURB INLET ~ OI O p SOUTH INV=52,10' THROAT ELEV=5 .92' W Z NORTH INV=44.86' ~ h UW W UW UW k SOUTH INV=45.12' w ~ NORTH INV=51.92' 8_1/2• PVC NORTH INV=52.29' ~ 8-1/2" PVC 8-1/2" PVC 8-1/2" PVC k 6-1/2" PVC ELEV=52.75' ELEV=50,20' 8-1/2" PVC ELEV=50.02' 4" WHITE COAT STEEL ~ O ~ W _ ELEV=53,77' SOUTH INV=52.2D^ Q ~ Z ^ ELEV=5243' ELEV=52.96 k~_ 1" PVC G X V-x x-1f-x- ELEV=54.71' t" PVC W ~ h~ ~ O ~ _ LEV=54.71' ~ W w ~ } Z U O V FGI F Nw x--X--~f= B-1/2" PVC GRATE ELEV=56.D4' o ~ ELEV=53.36' NORTHEAST INV=51.3D' 1" PVC v ~ - ELEV=54.16' m~ SANITARY SEWER MANHOLE z A B-1/2" PVC ~ Z 3 V O ' SEWER MANHOLE ~ v ELEV=53.00' 12 = SOUTH INV-51.38' III RIM ELEV=57.23' O c o SOUTHEAST INV=52.98' ~ =57.23' I ~ lj , W N W LL ST INV=52.98' ~ 3 I Q ~ In a W f ~ NORTH INV=47.70' ,q WEST INV=48.28' V=47.70' ~ r^ Q( a O N O Z =48,28' vJ ~ 6" PVC SOUTH INV=47.58' V=47.58' / a J I B= Q V J H O o S S S- 1 GREASE TRAP UE E UE RIM ELEV=57.84' UE BOTTOM OF BOX W UE s ~ ~ ~ ~ ~ v Z Z I- ,0 N ELEV=52.34' 19" X 30" ERCP v ma~nw SCOPE = 0.239 0 Q ~ `C FGI m H O N GRATE ELEV=52.47 a ~ Q I" °MN FGI _ W GRATE ELEV=55.46' FGI NORTH INV=49.17' v O ~ NORTH INV=51.01' GRATE ELEV=55.85' c •''i` EAST INV=52.10' SOUTH INV=53.09' ELEV=55.85' LL ~ ~ O INV=53.09' a, ~ ~ F' ~ WEST INV=52.75' SOUTH INV=52.10' JV=52.75' STORM SEWER MANHOLE W O O W 8-1 /2"-PVC ~ a~ ELEV=53.27 ~M rco cai~ BRIM ELEV=56.53' v Z W wn BOTTOM OF BOX=49.53' Z r7~.; M II N II O U N„ a J 0 N ~•a 1" PVG xw xa xa STORM SEWER MANHOLE I d ~ ~ ELEV=54.41' o ~o L''zt ~ ~ aN .-us w :rN RIM ELEV=56.53' CURB INLET INV=5239' 0 ~ W BOTTOM OF BOX=49.D3' 12" RCP THROAT ELEV=56.26' W W Z , NORTH INV=52.¢1' W O ~k ~ SOUTH INV-52.419' ~;i;c ~ N . t.' • FGI ~ ~ O a a ~ ' ~ GRATE ELEV=55.48' FGI Di •''r NORTH INV=52.76' GRATE ELEV=55.85' rn ~ CURB INLET > > Q ~V=55.85' THROAT ELEV=:~"143' - UE NORTH INV-53.54' 8-1/2" PVC ~V=53.54' v INV=5237 NORTH INV=523' SOUTH INV-5228' ELEV=53.44' ~ UE I ~ ~ ~ ~ INVERT ELEVATION NOT ACCESSIBLE ~ ' \ / 01 C1 0~ +0' SANITARY SEWER MANHOLE/ 9 ~ :t:;*:; J 8-1/2" PVC N N N 0 ~8 1/2" PVC ~ ~ ~ 8-1 2 PVC ELEV=52.67 RIM ELEV=57.49' W 1" PVC ~ " ELEV=52.67' a r T ~ ~ U r T O EAST INV=46.89' ..4t•: ` ~ 5 ~ ELEV=54.26' ELEV 5267' NORTH INV=46.84' 8-1/2"PV ao Z ELEV=53.21' SOU1H INV=48.64' ~ W x ~ 'd' • ',•ri, _6 5 c7~~ui~q~~ .~.r ~ J FGI - - - - ~o:Jvi a N~~ ~ 78 avi~drM~~ ~ B-1/2" PVC - I ~ ry„i~yo`;~' ELEV=51.43 GRATE ELEV-5554' FGI 3 m SOUTH INV 53,22' II ~ ~ SOUTH N~53059 ro :LEV=55.59' ~ 3 NV=53.05' .STORM SEWER MANHOLE = o W wN O ~ ~ , o RIM ELEV=57.52' SOUTHWEST INV=52,60' ; 8-1 2" PVC ~ N II / W m/ ~ NORTH INV=52.68' L ELEV=54.33' ~ x a ~ m '{ti J~ a~ O FGI II m ~ 18" RCP ~ 11 J CURB INLET N GRATE ELEV=55.45' INV=53.06' ~ NORTFI w ~ THROAT ELEV=56.34' ~ ~ ~ ~ w NORTHEAST INV=51.27' aa\ SOUTH INV=52.87 .~q ~r. Va0 LL 4 a C ~C p 0 •e;~~xP;''; N II INV=52.72' ,t: Xa INV=52.72' / J~l~ G v L d Z c ~ o FGI 2 W GRATE ELEV=55.21' 10 / ~ ~ r a v ~ c ai / J V D V Q W O E IL ~ ter;? 3 8-t 2" PVC NORTH INV-52.71' t:":~'?a:,l::•'i"' ,,.r ] / SOUTHEAST INV=52.A3' g / ; ~`Tn ELEV-53.62' / i'' / / " ' ~GQ ~ G 6 J~~ a~ ,:,".,t":; FGI rP sr. ~ ~ _ ( ~ i GRATE ELEV-55.81' o ';?~r.;`.;:a,•. ^ ~:~4:~~~'v;i<T~:".<,",''..,' 'r .0~ INV=51.66' / G J~ 0 8 ` N 6" RCP ~Y:25:°~.: ;r...;, n • ;';.,t.~'r ; rk•.;::,~i'•• NORTHWEST INV=52.29' t^ a ::~r / :M1e, r;,r:",:•4~ SOUTH INV=52.03' 4 , OVERFLOW STRUCTURE WW 0 Q TOP ELEV=53.14' ' Llj ..i;:s:..•~ ~ WEST INV=52.11' P WIER ELEV=51.10' 8 j~ ~ (G SOUTHWEST INV=50.12' E {L ~ ~ „'~!?i'. ..ix:::ti''.;; 8-1/ PV 8-1/2" PVC a q ~ `~~~i ; E =51.70' NV=51.9 iJKI STORM SEWER MANHOLE ~ ' ~ W Q ::.Y:~t:::(`'Ja.•.~a :.'n.•~n Yv}•r.. M'S•~: •~:';'ut ~ OR RIM ELEV=56,53' I~ ~ ~ w J`1~ BOTTOM OF BOX=49.03' {N 5 lg,.!•'%' '~;{'i`;;,~~kh'.~°:"•::;;,:•~L:~:y'ts..'•.':,,.z:;1e:•',',':•::~..;.,,•~',`,;.~.,•a•:~;:•e;; f:;'y.a,... 3P - QE G a m a .,F;~ .t;`~:..i.;y:•. b,,p~ s. .x,~. INV-51.25' ~ A a A a A INVERTS INACCESSIBLE Q _;.N .a1' "F'!';. .'a v r: t•' 7•.^~ . :a.:::yi.; t•• r,, e. , f, j p O ~t.>..; ~ .~.~.«r• +••.~AS,,''T:;IPfY, $3i?S,l:.;'«a: ,y h•c r~ .ti." ~i.'., ti: `I`v:.,`I<.'r`.'?~'^°~t,^".:..~:;::,••;°~;G[~,h~~A4'•'~~6ja~i:Ka,: ri ~G ~ ~ ~ GQ CONCRETE BOX 12.5'X12.5' STORM SEWER MANHOLE W ~ ^ ~ STORM SEWER STRUCTURE RIM ELEV=56,53' J ~ ` _ ~ °tn~~,' ~EL~~-58x.'•1 •.k ~.i';, .'1~1, y,: 1'~~: .:,c;.:a:-~:~ 1.'J'-;'§2.0,::.: ~ •;"sdlji~tl~q;ST;l~f~',~4.',"s~;? : ' •,r'•~: .:was 1r~r~~~8a'• G TOP ELEV=56.23' ~ ~ F- BOTTOM OF BOX=49.03' ~ LJ °s••• .~5,~d¢,,;~:•;~,•,`f'; .~R k ARP a R P G NVERTS NACCESSBLE3 INVERTS INACCESSIBLE L ~ ~ N ~ 'r;~.^`. ~,,4'. , :~w.; , ~ ~ 8-1/2" PVC ~G 8 v ~'•F yh:: :a,".•U?,.'~•}'•ItiW,~•~.~',•R`!.'.S.ili~:.~i ~.'~\s'.•".:j •Yf ~K OQ - ;f~':<,,'••,; ~ ~;,~;..U•;;;:';., ..........:.....e.,~•,::.:$?i.+~ii•~°',•": 19" X 30" ERCP G ELEV=52.05' $ POINT OF TERMINUS UNKNOWN I~'{ W B 1/2" PVC • , , SLOPE = D.247 T 6.1~ p1• ELEV=53.85' Ib.: `,..,,;n'> i;1 ~',•b.,:•a+,:.4:;"~~~~~r,'• ,,4v4 CN G CONCRETE HEADWALL ` Y N Q ode PIPE ENDS 'G1 a .p EAST PIPE INV=50.40' ~ W Z o. n SANITARY SEWER MANHOLE a ^'••~r~'r;.•~~;"'; ~ G PA WEST PIPE INV=50.32' ~ ~ J ' RIM ELEV=57.65' ~5;" :i•~;'•~;'`. '^'a ^~°~;''iw,,;:• STORM STORM SEWER MANHOLE ~ ~ V RIM ELEV=55.47' ~ O NORTH INV=50.55' RIM Et ~ EAST I SOUTHWEST INV=51.00' U~ CN EAST INV=51.92' (18"RCP) ~ ~ ~ WEST ~ 8-1/2" PVC - WEST INV=52.01 (10"PVC) N ELEV=51.20 INV 51.80' O ,N ~a G STORM SEWER STORM SEWER MANHOLE GRAPHIC SCALE Q z V / Ge 06~ G J~.CV RIM ELEV=54. ~ " P ~ ` NORTH INV=41 RIM ELEV=54.84' UTILITY NOTES: ~ a NORTH INV=49,29' (24"RCP) 60 0 30 60 120 ~ ~ ~ D 4- WATER ~ ~ 1ti Oe~" SOUTH INV=41 INV=51.38' SV o 5) METERS G `9 SOUTH INV=48.84' (18"RCP) 1, ALL DRAINAGE PIPES REINFORCED I I 1 N J P. PIPE END {10" PVC) ~ ~ o• ~ - O ELEV-53.51' EV=53.5110" Pvc) CONCRETE PIPES UNLESS OTHERWISE NOTED ~ `V 0 6 ~ ~ ~ 0 ~P ( IN FEET) ,J J U 7 ~ oP ~ 1 / ~ ~ of ~cl 2. ALL LIGHT POLES ARE 34' f FROM GRADE 1 inch = 60 ft. ORIGINAL Q v N > Q a ,~a.r ~ '(P G~` ~ ~ 0 5 Q~~ Q~c. G ~ 5 o / ~ 3. ALL SANITARY SEWER PIPES ARE 8" PVC RECENED UNLESS OTHERWISE NOTED SEP 13 2QD1 / ~ Q 5 l ~ . ~ ~ l 4. IRRIGATION PIPES AND SPRINKLERS RUN PLANNINGDEPARiMENr Sheet No. ~ / o THROUGHOUT PROPERTY CRYOFCIEARWATER ~ ~ / ~ I ~ POINT OF TERMINUS UNKNOWN AAA ~ r G ~yV 1-STORM SEWER MANHOLE RIM ELEV=53.70' EAST INV=49.95' 18"RCP c ) ~ WEST INV=50.23' (18-RCP) POINT OF TERMINUS UNKNOWN y NOTE: THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 5 OF 5. of ~ OAK U TREE OAK 12' TREE A,. 12' PALM ~5' OAK ?T~ PAL1A TREE Q 5' OAK TREE 2 3277A Fruitaille Road ~v95' OA Sarasota, Florida 34237 Phone 941365-4771 x x/ ti ~x~ - ~rii~6TAEEK ~~1~oAK Fax 941365-4779 E E X X15' OAK ti,~5 tREE CCrtlflCate Of Esl / L R~ "~oi EA Authorizatiou No. 7143 ©2006 ~P Fy A`~' DAK x 14' PINE Engineers f~l~TAEE I TREE G ~ P ~ ~ 12' DAK x / 5~dr~,~"o' OAK SUYUeyors r\'R1G s ` / DAK ~sj~iREE°~ - `v 1~" k~ ;15 OhK ~2~OAK 20 ~.>its / .G'1REE 1vY ~17REE &41871REI ~A-,~~-\ ~ iU ~ iAEE pyi C RESS ~~KgTiREE a ~ I Architects 5 45. 1.L~ sHLO- P 2 24. CYPRESS ALM TREE '013 OAK I~ ~ / ~ TREE ~ G ,53.8 ~y.,j 7REE i ~~'~T3" OAK r +,1~~ C ASS y~j TREE / 12'Vfl'~RESS 1~pEE PlannCYS / 17„~ ~ ' CYPR~E,SS WETLAND UNE $~12' / / / ~ s,tp90 OAK r A1M 'FREE _ f (~.G7REE qp• t L''1PRES5 f v wu6F J TR J I I Landscape Architects v x . ~ / 4.,9 20' y 112' OAN \ / / / pfi• ~ u„~TAEE V Environmental Scientists ~j 18' 30' CYPRESS` 15' TREE 12 2 I qD• ~D' CYPRESS Construction T~~4' CYPRESSTREE . - - . ~ CYPRESS X / ~ /[REE 12. ~ fi 6' B. 12 ~ 1REE5 / / 4 CYPRESS B.. pS". A~, 2` CYPRESS / its" DAK Management 12 ~ SEES ~aTAEE / / TREE ~ 24' CYPRESS fi" ~ 8' B B 1 ,5' 9" / I ( D' CYPRESS 4 .fi. 8 ~ 8'Bg X10' ~ B' B f ~ TREETREE ..fi' 9 ~ Design/Build /-v"',,"„' / fiCYPRESS 10 8 p BB• .~.~'.,'~"Y` / 1 CYPRESS B' a ' ~ ~ U 2' CYPRESS ~ 2CYPRESS 7REES TREES 1~..1~./~/~_ .,n- mil'^.+...^~„i.i.n.~'~`~-. .J•- X ~ 16' CYPRESS~;y$TAEE TREE B~ 8.5'~~ 6~$g1}9' 98. a + J ~'f""n`~^ 10' CYPIjESS TREE 5' CYPRESS I 1REE ,5 r"yy1@@' CYPRF,SS,TREE B' 8' 8, ,7. 11 BAY to 5.~, S' OAK ,,1 .l`'A1RE / -X-X X-- -X.n; .X TREE ~ ..fir 5'CYPAESS 10' 24' C / t"~' 9 'BAY ~E k~'~~2`x~~'49' BAY /Y, 3zr AlM TREE TREE 11~V w,~x~iREE ^ yam tQ,~4 DAK ~ x I/ TREE ~ TAFE 14. / TREE ~ 15' CYPRESS j~~- I / \ 10' C1PRE55 TREE 15~ r PAlA1 TREE r( ` \ I TREE f / CYPRESS 12~ X ~ ~ 10 - J 12' OA Y OAK \ I ~ IAEES B, X J"/ TREEy :fTREE ` ~ _ J x 'BAY J 3' OAK I 9' ~~TREE ~~12' OAK k 12+ - B x .6T ~ TREE ,f,.. -TREE n gg I ~J 12• ~0..6x PAIAI TREE AlM TREE .j/ ~jCGp,~TAFE 17AEE ' \ I WETLAND LINE ~ 6 ~~-J 1 G 10' OAK "r IS' CYPRESS ALM TR ~~~TREE~...,.. ~f~TREE PALM TREE p EE ~ N rT'J crG'`?f3' OAK ~0' OAK ITREE~~ Q TREE ~ \ I TREE CYPRESS p 1 ~i1~TAEE {{~u<STREE TREES B' 2I 'f CYPRESS % • OAK 'CYPRESS -TR A EE ~I % PALM TREE W 15 _ ~1REE . EE p \ ~ I I I 6' OA1C B' OAK 10' OAK ~ Q ~ Q~ 1REEAK k ITAEE 30~CYPR ~~p' f ~ K L___ A ~ 12' \ ~ X n TREE TREE TREE 10' EE ~ n Q N x ~ > ~ Z ~ HEDGE LINE WITH ~ z' DAK t~j Wig. °AH ~X x-X a w TREE a~ _ ~~j~7R EAY ~41~-..~f..,.,,.1 ~y `,rx° 0 TR ~ Z I-- O MISC. 1 OR TWO f `it.0'OAK . .TREE }~f"~0~OAK 7 X__X-X-~X--~X--X-X--~' 10' OAK ~C'~ ~ K INCH TREES E~~~.,,~1z oAK f TREE ~t,C TREE ~ G 'fiTREEK o Q _o ~ _ AK 5' BAY 17 PALM TREE ~ z ~ ~ Q 24' DAK y pr 'OAK ((~pp~ EE PALM TREE ~ <TRE~ t ~ PALM TREE ~ Q I LLf ~ LL. TREE G =TREE (i 1REE 1~. BAY ~ Q O ~ Z 1AEE '~/AJ - ~ ~ 5 DAN X41 61REEY / \ ~ O rid AIAI TREE `'!'10' OAK ~ " °A' 2' 111; 1REE Via TREE J Q UW ~K' TREEK W ~ ~ Lta / _ f Q ~ > w ~ Z ALM TREE z. ~ ~ ~q AlM TREE ~ 6' ~ 1 P _~a 1B. K - fiTREEKIAEEY I F- > z In I O I ~G.pTR 4r~'.. ~ / ~ J ~ ~ d; a o MISC. GROUND ~ " w COVERS 1 TO 3 I ` 'i„ FOOT HIGN SHRUBS r z~~ ~ J ,'u - ~ 'iD' OAK CONSINTANT ON @~~ fp ~ \ ~ ~ TREE MOST ISLANDS ~p f v :'~~15" I`<,As ' 0 r~~~ 6' OAK Q k1ps~ TREE w f ,F~.~IAE r+. 1 ~ k l fi' oAK TREE ~ G51i 1 f{¢~~v~y 10" DAK n- Q N 4 ,~72' AK ~ ~ ~ 4~;TR h,~~ TREE ~ (1 1 J ' e' DAK LL w 2' OAK 10' OAH 12' DAK ~ C G ;fiTAEEK ' G TREEi* .l~ h,t . ~?t1REEK ,A''TAEE aTREEK TREE TREE W O .n * v z 1, 8' BAY ' I TREE ~ ~ 10' OAK TREE ~Gf ~ tfi' OAK i~ jAD; ~TREEK 12' OAK P~ iREE I I F W TREE I ~12 I1 ~ ~ ~r I 1 P TREE `O "''~1 OAN fI 11.v~ EE 10' DAK ~5.a TREE 10' DAK TREE I a 4 r, ?F<,$E6' OAY ~"2 9' OAK t TREE 3b,:,S.,,. TREE MS ~ fm i" I ti.., 3bKE^.~ / Ifl I .7 Q ~3 / ~ ~ TTREEY ~~I 8' OAK 1 ! 1 ~_9 I,,;J TREE I~y,1 ::.~a, ~ P ~.r 'OAK TREE i i j I S~0'' +,5'OAN / i ~fREF. ~ ' • ' i~a., .BAY 1C.. ~ ~ ~ ~ TRFE .G 10' OAK ,mACV;1,. ~M r O 0 OHEOGE' AK ~ "~L i~•? 8' ~G TREE i,^;. 4.LdT 1 gg' BAY B' OAK ` / 1TREE ' r'j~ l0.EE fCr 4.Ld) 81REEK k a ® a a © a a Z ' l ; •.•e~5 B' C G 5' OAK _ Lt.h,t1 P f`rS 9' OAK 6 5 ~T TREE (t I \ l ; .7.~ ~ 8 GRAPHIC SCALE ~ n: ~ rri ~ N ~ N ,BAY ~'~'~yg EE s ~ 'OAK .f`~'f~ r. HEDGE LINE WITH ~ ~ ,i ~ IREE ~ ik B' OAK i 9' OAK MISC.I OR TWD ( BAY G~ TREE ji54 Y. TREE INCH TREES 1I f;: ~,S~s. EE ~ai fi' OAK '~~Q` TREE X14' 3'^ fi' OAK ~,,,v~PA1M TREE . ~ TREE m..., o" oAK ~ F l' OAKTREE { 3 4 PALM TREE / ' tAEE 7`~ ALM iREE ~0~ fU''9A%r'.~: TREE ,g`~ - ur pis' oAlg q3 l2}'.DAM TREE a ts' oA~ (IN FEET) c TREE - 1 inch = 60 ft. ~ S~~ W ~ggggALM TREE ECQ:.' OAK G' OAK I ~~3 ~qil TREE EE ~ ' ~~ALM TREE ~ .G ~ , Wi114 \ ' AlM TREE j( V C,. ~ d IL V = ~ > 0 ~yi:: r ~ zD'~bAK~: 33~°°'mZ .:IAFF';' , c' i a.•, s a v coo .o ai VDVQNC~ii ~ ~1 ALM 6 OAK ~ r;' BAY IA EE r; IAEE ~ f1"`6A&t G TREE ,:<ibi4 'BAY -i~i: EE , , 4' ~~EE'+' TREE 1J' 1' AlM TREE .r::~ M PALM t TR ~f TREE 3. s'G`1 2' OAK 4~ir'~ 'BAY 14' JLk,pi'~ ..,r. l V.. F.. 1' ~l. A ,,A„ TREE P ~q• PALM TREE LM TREE TREE a + ~ AL TREE 1 i4 1 ' ALM E TR E 8' BAY 1/ _ / ' i E d TAE 14 . r'~K:. 1 H ~~v; ~°a ~ PAU1 TREE a. 1^ `t "OAllt•: 5. 16' N P M THE E D • TREE .....F... ,.o..i..... . B' 1 . . , rr . %;r ~~k.:,: n., ALM TREE 3'~ 6 PALM TREE r f F 'DAK ~ ~ ~N ~ W s..e,. i , TREE 12' OAK A,: : PALM TREE a:' BAY rq, TREE ~~l~~- ~r,n~~. 'Q" . v; ,.c:.. . • 5., EE v, ..a. ~ i,. , r., SIB' ' ~ TREE r ....C,,.c• .a _ Z . ALM . . • t '';y" _ Q o ..;y• C ..4....,....~', : . :.r' ~ - r ~ a I- ~ = o 1 ~:ti: fl' OAK •~.5.~., ~,j TREE . X X ~ °L ~ ~LL ~.,r . y ~`.X::,~ Y~ .5'.,^: ~•15' DAK 12' OAN TREE aW NW ,~~f2`:'Dlpll.' TREE `TREE j,kr.r: : ,;~jti3' BAY n~ ~ TREE .:r' C~~, a _ ,,.i ~ • .PALM TREE 5'~ OAK ,phi ID, ~dm / _ TREE z o ~ ~3 - f0' OAKID' OA ~.w~ PALM TREE Ifi, ~ ..THE 12' OAK PAUI TREE g o W z~ 1D"~~G~"ti rj TREOAN ;:^'.~1P OAK 12' OAK yZ ~ i EE O 7 C"~z ~ 7 K B' DAK TA€Ep lOrfi'A1Gp TR / QQ ~o 1REE a l,4FrypREEV`~',0 AK d tDy~O C ~G3 •tft `.MZ"~DAK EEC / ~ti~ C/Ys-l ~ D ` G"' 11' OAK (~Q~ ~ V EE ~ 'OAK 1D" OA G ( :1 3D' DAK TREE ,KIIIEEp TREE 'J \1 P~ TREE 10' OAK {aZ1 K~~pAK : x.10 A / \ / p• `v TREE ~ ~ yrry.ry,< TA SC... G 1 Aln.''~( 8' BAY 4 P 4~ ~Q Q 12' DAK .~d~ 'l~ •DAK TREE ~ T / P 1 TREE rt y G~'f ,i IAEE ~ O ~ , I ,A,,, U~.S f0' OAK ~ Q \ 1 v ~ ~ P ORIGINAL ~ Z Z WN RECENE~1 C 12~'~Gk TREE TREE '`P G~ ` f r aAK s ~ 0~ EE ~ ~ \ . v ~ ~c ~ s Q~ J v ,9' DAK I P~ TREE ` A~ SEP 13 2001 ~ 0 V N TREE LEGEND m PLANNING DEPARTMENT CYPRESS TREE CI1110PCLEARWATER c BAY TREE Sheet No. ~ PALM TREE A A .V t~ OAK TREE NOTE: THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 5 OF 5. of C - SITE DATA PROPOSED KEY LE END G ND NOTES EXISTING: 16.50 A.C.t, 718,74D S.F. 1 PORCH, RAMP PAVEMENT TO TOP OF STOOP (20:1 MAX. SLOPE). 21 LINEAR PEDESTRIAN RAMP PER FDOT INDEX N0.304 (TYP}, 38 12"WIDE WHITE REFLECTIVE PAINT STOP BAR (TYP) - PROPOSED 1. ALLSIDI 1. ALL SIDEWALKS ADJACENT TO BLDG. TO BE CONSTRUCTED PER REFER TO ARCH. PLANS FOR EXACT LOCATIONS AND DETAILS. ARCH, F WAL - MART SUPERCENTER SITE: 16.50 A.C.t, 716,740 S.F. 22 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE WI BLACK PAINTED 39 HOLLOW WHITE PAINTED TRAFFIC FLOW ARROW. REFER TO DETAIL PER F.0 ARCH, PLANS. ALL OTHER CONC, SIDEWALKS TO BE CONSTRUCTED CONTRACTOR SHALL CONTACT SUNSHINE PER F.D,O,T. INDEX N0.310 OR PER DETAIL, STATE ONE-CALL OF FLORIDA, INC. CQ TOTAL =16.5D A.C.t, 718,740 S.F. 2 PYLON SIGN PROVIDED BYWAL-MART POSTS & APPURTENANCES. SEE DETAIL SHEET. SHEET. 2, SEE SURVEY SHEETS FOR ALL ONSITE EASEMENTS, 1-800-432.4770 FOR LOCATION OF ALL E ETBACKS: ' 23 8' WIDE GATE OPENING WI 2 4' SWING GATES 2, sEE SUI STRUCTUR S 3 CONCRETE SIDEWALK REFER TO ARCH. PLANS FOR SPECIFICATIONS 40 PALLET! BALE STORAGE AREA WITH DECORATIVE METAL UTILITIES, AT LEAST 72 HOURS PRIOR TO REQUIRED: AND DETAILS (lYP) 24 NOT USED FENCE (OPAQUE ALONG FRONT GATES). FRONT....,.....25' BEGINNING CONSTRUCTION SIDE ..............10' AT GRADE OVERHEAD DELIVERY DOOR LOCATION. REFER TO ARCH. 41 .CONCRETE WHEEL STOP REAR..,.........20' 4 PLANS FOR EXACT LOCATIONS AND DETAILS. 25 .NOT USED 3277A Fruitville Road PROVIDED: "NO PARKING OR STANDING -FIRE LANE" PAINTED TRAFFIC YELLOW ON 42 5' CONCRETE SIDEWALK FRONT....,..... (N.E, COACHMAN) 31' TO PAVEMENT 5 NOT USED 26 PAVEMENT AT 60' O.C. LETTERS TO BE 18"TALL SEE DETAIL SHEET Sarasota, FL 34237 Phone: 941.365.4771 FRONT.......... (U.S.19) 43.1' TO PAVEMENT ( ) } 43 SYSL 16"WI TRAFFIC DELINEATOR SET 2' O.C ~ Fax: 941.365.4779 j ~ FRONT..,,....,, (STAG RUN BLVD) 28.7' TO PAVEMENT 27 NOT USED PER MUTCD NCHRP-350 SIDE ..............(EAST) 0' TO PAVEMENT 6 MONUMENT SIGN BY CONTRACTOR (TO INCLUDE ADDRESS OF SITE). 44 NOT USED SIDE ..............(NORTH) 0' TO PAVEMENT 26 6" DIA. PIPE BOLLARD {TYP) REFER TO DETAIL SHEET. Certificate of SIDE ..............(WEST) 5.09' TO PAVEMENT 7 CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH REAR............28.7' TECO (LOCAL POWER COMPANY} FOR REQUIREMENTS AND 29 12'X.36' COMPACTOR PAD W! 10 FOOT MASONRY SCREEN WALL. REFER 45 NOT USED Authorization No. 3215 SPECIFICATIONS. TO ARCH. PLANS FOR EXACT DETAILS AND SPECIFICATIONS. 5,00 5z,s ~ Q2oo7 PARKING INFORMATION: 8 RAMPED PAVEMENT TO BE FLUSH WITH TOP OF SIDEWALK 20:1 46 NOT USED ( 30 NOT USED ~ _ Rj 65.21 En veers PARKING PER CITY REQUIREMENTS: MAX. SLOPE) REFER TO ARCH, PLANS FOR EXACT DETAILS. " 47 PEDESTRIAN CROSSWALK Wl4",WIDE REFLECTIVE WHITE STRIPING rIf`~,~,~--- C=65.15 ~ PARKING REQUIRED. 9 10' X 15' STRIPED AREA PAINTED SYSU4" AT 45° AT 4' O.C. AT JIB 31 FREESTANDING SIGN WORDED NO PARKING FIRE LANE BY ORDER OF PARALLEL TO DIRECTION OF TRAFFIC AT 2' O.C. WITH 8"WHITE STRIPE 5.00 SPACES PER 1000 S.F. GROSS FLOOR AREA CRANE LOCATION. REFER TO ARCH. PLANS FOR DETAILS. ,FIRE DEPARTMENT" 12"x16" SIGN AT 60' O.C., (SEE DETAIL SHEET). ALONG EDGE. SEE PLAN VIEW FOR EXTENTS. CB=N87°12'48"E Surveyors -415 ~0 =07°51'54" Architects BUILDING AREA (INCL. GARDEN CENTER) =157,99D S.F. = 790 SPACES REQUIRED 32 WHITE THERMOPLASTIC PAINT ACCESSIBLE SYMBOL PAINTED ON PARKING PROVIDED: NOT USED 48 2'-0"LOADING ZONE AT ALL CURBED PARKING SPACES, j i ~ -----T-.._..._ , 759 SPACES PROVIDED = 4.60 PER 1,000 S.F. GROSS FLOOR AREA 10 PAVEMENT (lYP} SEE DETAIL SHEET. Planners N?2°12 6 / G-182 374a„E ~~,~.-----~,------~-~M) G~6 N8~°'f2'37"E~- ~ PARKING SIZE REQUIRED; 9' X 18' 33 FOUNDATION LANDSCAPING (TYP.) ~ PARKING SIZE PROVIDED: 9'X16' 11 NOT USED 49 NOT USED ~ C6' 0 r,.~ 1 / / / / / / / / S~18~'~"E~((D Landscape Architects REFER TO LANDSCAPE PLANS DRIVE AISLE REQUIRED: 24' far 90° PARKING. 34 MSE RETAINING WALL ~~8''E ~ / / / / / 0~ / (DJ / / / , ~ 20 SCALE40 =40' so ' / / / ' ~ _7~~ ~ Environmen a ~g2.. ,2, / t i Scientists DRIVE AISLE PROVIDED: 24' FOR 90° PARKING. 12 INTEGRAL CURB AND GUTTER ADJACENT TO HEAVY DUTY CONCRETE 50 ADA ACCESSIBLE RAMP. SEE DETAIL SHEET. /f BUILDING AREAS: PAVEMENT (TYP). BUILDING AREA (INCLUDING GARDEN CENTER) • 0 S.F. 13 VERTICAL CONCRETE CURB P . 35 YIELD PAVEMENT MARKING (TYP) REFER TO SITE IMPROVEMENT DETAILS /J ,lM~g'N~~'" ~ ////////~//1////// Construction ~ (n ) TOTAL PARKING PROVIDE 75 SPACES 3s 4" WIDE X 130' LONG YELLOW TRUCK ALIGNMENT STRIPING I ~ / ~ / Manaement RATIO = 4.80 SP. / 1000 S.F" 14 gyp)' CURB & GUTTER LANDSCAPE ISLAND (TYP) REFER TO GENERAL STRIPES SHALL BE SPACED 10' O.C. CENTERED ON DOCK DOORS AND ~ ADA REQUIREMENTS: 2% OF TOTAL SPACES SITE NOTES. PAINED WITH SYSU4" ALKYD PETROLEUM BASED PAINT 2 COATS . ~ ~ ~ ~ g REQUIRED; 16 SPACES ( ) ` f k i . / I / / / / / Design/Build PROVIDED: 18 SPACES 15 18"YELLOW @ 10' O.C. IMPERVIOUS SURFACE RATIO TOTAL PERVIOUS=175,340 SF = 4.03 AC. (24.4%} 16 STANDARD 18" CONCRETE CURB AND GUTTER (TYP) REFER TO Ol ~ arv GENERAL SITE NOTES. ~ ",CG~ ; TOTAL IMPERVIOUS = 543,697 SF =12.47 AC. (75.6%) ~ ` " 5 / PROPOSED FLOOR AREA RATIO = 157,880 SF / 718,740 SF= 0.22 17 SPILL TYPE 16" CONCRETE CURB AND GUTTER (TYP) REFER TO / ° ~a ~ tO~ _ _ GENERAL SITE NOTES. ~ ~ ~ 0 05 EXISTING FLOOR AREA RATIO - 118,530 SF / 718,740 SF- 0.17 ~6 N1, " `~S~`;.,~" 18 N T ED ~ ~ ~ ~ % / ~ OU PARCEL ' / / ,~~~'n° ~,o ~ ` / .76 A.C. ' / / ; ~ PERCENTAGE OF PAVED AREA = 50.2% 0 US , 0~, :1 MAXIMUM BUILDING HEIGHT = 34' 10° . ~ ' ,r ~ ~ ~(N0~ /PAR OF DEVELOP - / / , - o ~ ~ ~ ~ , o;,: " 19 NOT USED ` s ~9 PROPOSED VEHICULAR USE AREA = 357,864 S.F. ~ ,2~'1 • ~ / - - MINIM M 20 6' HIGH SCREEN WALL. L ~ 35 „ • INTERIOR LANDSCAPING AREA - 38,174 S.F. ( U 1 O% OF WALL FINISHICOLOR SHALL MATCH BUILDING'S EXTERIOR Ci'l o 'A6 ~ d~;, Cp o M a . ~ fix, % OF INTERIOR LANDSCAPE AREA PROVIDED ~ Dl oN~ ~ 1 IN RELATI N T T - ~ l C6 °4g0 0 0 HE VEHICULAR USE AREA - n f ,30 ~ D EXISTING VEHICULAR USE AREA = 350,726 S.F. ~ ~ EXISTING LANDSCAPE AREA PROVIDED = 23,056 S.F. 8.8% A~ 3~ ~ "E r ~ ,N~6 / , lMl ~e ///1// m - (S) 21 LIMITS OF WETLANDS ' ~ / / / / / / / / ~ / / / _ 20x20 SIGHT 30'R(RO) ~p 6~-'~~~' ////~/j/ ~ ~ ~ VISIBILITY 15' L NDSCAPE BEARING BASE 21 /5~od// 1 _ 88 4314 E (D)(M) ~ - ~.__.BU FER_.._._._.... ~ ~ ~ ~ 6' ) N - ~ --__-_~--=31. ~ 20 x 20 SIG T - ~ VISIBILITY ~ 23 ao ~ / T4 ~ ( ) ~ EXISTING WETLAP >TING WETLANDI ~ - ~ ' ~ f o ~ N ~ ,~TRIANGLF~ b - ~ POND ~ 34 NT STORMWATEI~ ~tMWATEI~ EA ~ ~ ~ `3~ { `l ( - ~ I / _ - ~ f EXISTING P - TREATMENT AREI N ~ ~ m I ~:~;ra. ATMENTAR _ 1~J~~ ~ / ^ m - ~ 47 ~ TREATMENT AREA ~r PROPOSED LEGEND I ° ~ M N ~ c ~ ~ I 30 - ASSOCIATE PARKING ,f 39 \ \ ~ / 0 ~ (A1) = AISLE SIGN ~ Z cv5•4 ~ 10 R ~ ~ SHALL BE DELINEATED ~ f' c`tv 41 ~ 38 0 W_ . (F) ~ NO PARKING FIRE LANE I 16 d' T3 SIGN SEE KEY NOTE 31 w ~ 39 P) ) d~iTH SYS'~ ! 4" (TY a ~ o ~ w w c ) ~ _ I N P ao. ' PEDESTRIAN CROSSING SIGN I- ~ 12 ~ ' ,4' R ~ RIGHT LANE ENDS SIGN ~ I ~ ~ 15' 11' ~ ~ ~ 23 ~5~ ~ ~ ~ - Q a Q o (S) STOP SIGN (R1-1) ~ ~ ~ / ~ 9 ~ ~ ,4 ,r, / in ~ ~ 3 S) ' f / 31 (D) DO NOT ENTER SIGN (R5.1) ~ R25 / 7 ' ~ 24, / ~o d015 j~~ 0 10 ( ) ~ (L) LEFT TURN ONLY SIGN (R3-5) . ; . ' i 34 22 1W ONE WAY SIGN ARROW RIGHT R6.1 \ ~ ( / ( ) - r 34 0 7 3 a 4, ~ (RC) 4 ROAD CLOSED (R11-2) ~ ~ / . ~ / 0S - r RO RIGHT TURN ONLY SIGN R3-5 ~ = ~ 'r' ~ 9 ~ NP 4 NO PARKING LOADIN Z NE IGN R7• I \ ~ ~ ~ ~ G o s ( s} ~ 40 15 - 8 ~ \ 39 N i 0 0 R a_:__ : _ ~ 5 R 22 (NT) NO TRUCKS SIGN (R5.1) ' 43 cv T1 4 ~ / ~ 38 a ( ) WAL-MART TRUCKS SIGN {ARROW RIGHT) !r' 38 39 N 39 ~ 7 (T2) WAL-MART TRUCKS SIGN (ARROW UP) ~ ~ o ~ ~ _ $ /hx ~ ~ ~ _ 41 -n (T3) 4 WAL-MART TRUCKS SIGN (ARROW LEFT) 4 9 33 ~ x - x - ~ N ~ /_I~ x (T4) 4 TRUCK EXIT SIGN ~ ~ . , ..-0 0 0 0 0 0 _ r... _w_... ~ o 0 0 o c o 0 0 0 0 0 0 0 0 0 0 app 1~';f.'~-1 14 (S) NT ~ ' 00000 0oooooc gp ACCESSIBLE PARKING SPACE Wl ~ / ~ ~ ~ 192.47 (M~) Q Q ACCESSIBLE PARKING SIGN (TYP) ;l 7~3 , - ~ _ ~ % yi . i t ~ 16 ~ / ~ t ~ r ~ WHITE PAINTED TRAFFIC ARROW HOLLOW ;~x. ( ( > -BLDG :IE 5' J o ~ ~ YELLOW PAINTED TRAFFIC ARROW (SOLID) / ~ 1 (F) ~ EXISTING I " - 2 7 38 39 SLAND SWSL ! 4 SWSL ! 4" (TYP) ! / ~ ; i / ~ i ~-7-7-i~ / / / / ~ ' ' / / ~ ~ ~ ® " / 289.32 ~ ~ 12 WHITE REFLECTIVE PAINT STOP BAR 20 ~ ,g' \20 ~ , (TO REMAIN) 41 39 0 ~,:Q ~ /3,x:4 - ~ ~ ~J,J N ~ SYSU4" SINGLE YELLOW SOLID LINE D / ~ ' - ' / I4 WI E M ~ 9 ~ 1 1 ~p~ ~Y N Z O O H SWSLl4 SINGLE WHITE SOLID LINE 14"WIDE t ~ ~ , ~ ) / ,r, , 1 SBSL14" SINGLE BLUE SOLID LINE 14"WIDE 5~ R F, N / ~ N _ \ / 16 ao r DYSLl4" DOUBLE YELLOW SOLID LINE ! 4"WIDE / ~ ~ . s / ~ 7.92' 1 ~ 11 / ~ 4 i OUT PARCELS {NOT PART ; 35 0 39 W OF DEVELOPMENT) I ~ ~ 39 EXISTING ISLAND 14 EXISTING ISLAND / / / o~ R,~~~L / / /ao,6 Q ~ o ~ HEAVY DUTY CONCRETE I E RAC 47 38 N w ~ 2 ~ B K r 32 TO REMAIN 9 ~r EXISTING BUILDING ~ P ( ) (TO REMAIN) ~ ~ Z ~ / 23.06 ) \ ~ 9' 9' 38 / / / o , ,8~'A:C. / / to ~ ~ ~ ~ a V u ° M ~ 9' / / / / (NOTP ~ F~-~L?V- OPMENT)/ / ~ Z Y ° ~ ~ o ~ cn , , HEAVY DUTY ASPHALT k 9' i 1 1 ( ) „ 314.84' SECURITY fI ~ ~ .'I ~4'. 4. /W~ EXISTING WETLANDS ~ R ~ ; ~ ~ ~ . ~ / CAMERA / o / a / / / / / / o ~ / o / j' , p / ~ ELECTRIC, 1 , ,o % o, / / . STANDARD DUTYASPHALT 'S ~ / % / / / OUTLET (2) / I / / ; / / / / R~VISED LANDSCAPE ISLAND \ r ~ , / EXISTING ISLAND ~ °gi Z EXISTING ISLAND d 3 a / ~ ' 1ar1no6 / ~ / 39 41 N I ~-SATELLITE DISH . / / ~ ~ TO REMAI N (TO REMAIN) 39 0 38 _Z//:'/////// o~ U Q ~ ~ o ON ROOF ~ ~ i ~ ~ , SITE VISIBILITY TRIANGLE I CAPE / ~ , ' ' B / 2 / ~ , I ~ ~ ~ 9 Q ' ~ ~ , Y e, .R \ / / / SECURIT ~ ~ 1 ~ / 1 S ' CAMERA O [ ' CONCRETE SIDEWALK ~ % / ~ ' / ~ , I. o 0 0 0 F 0000 00 ~ . o coon ~ 000000000000 ~ ,•4g~/ / / i17j;49~D) / / / / / ~ / „ / i / ~ i / ~ ~ o 0 / j 6 FORCEMAIN (3)/ , / ~ DOOR ~ o c o o ~ / / _ /D~ / 0 0 0 0 0 0 o c I UPERGE R / ~ ARM ' FIRE FINISHED FLOOR ~ P ~ 16 ( 1 FIRE AL ~ , ® CART CORRAL (14 TOTAL} / DEPARTMENT ~ _ / ELEVATION 58.08' a 9 / ;'DOOR / 14 S L-N,0 - / z6~.: ~ 11 1 / / / / Ni88~16~42'~ 1~19~93'~1) / / / / / r / 20 PATRON PARKING COUNT /CONNECTION , ~ ~ SECURITY ~ (n'P) ( ) 41 f ~ / %EXIS~NG TORE NOT CL. RD 35 0 / ~ CE TER : 112, 2 S,F /CAMERA , / . , . ~ 7 / ~ ) ~ X20, ASSOCIATE PARKING COUNT / / , E STING GRO S S.F = t11 530 / 1.5 EXISTING ISLAND TO N ~ 14 3'R(TYp) 38 Z ~ / ~ : 3 / ~ ~ / R 9 ~ / PROPOSED GROSS S,G~ NO /INCL; AR EN CENTER - +1 ~4 7,.3 ' 4 ~0 ' E / _ 5 94 S.F. ~ RE AI S CURITYCAMERALOCATIONS ELECTRIC ~ ~ ( 9 ) ' '8.6 ~ ~ 9 > ~ A SFORMER i~ /PRO OSED GRO S,F t157~90 S:F. ~ 9' 39 41 ~ ~ XANDSCA j~ / / / / / ~ / / / J ~ ~ ~ EXTERIOR LAMP ONE FIXTURES ~ , /TR N ~ / ~ , , r/ / 9 ~ / / - / ~ 3~1 ~ L1 ~ PPROX F.F.,Ej- 58 0 ~ ~ t I ~ i / :ir: ( ) 11 ~ ( ) 10 ` 24' a/ri~3634'/P~ Z i¢9 EXTERIOR LAMP TWO FIXTURES ~ / / ~ J . ~ / ( ) 1 ~ ~ / / ~ / ~ HIGf=~WAY/1~~T RCEL ~ / RIOR LAMP (THREE FIXTURES) / / ~ / ' 0 J 11 ~ , 11 1 ~ ~ ~ / ~ i ~ .C. i , ~ ~ ~ I` 31 ~ i / 3210 U~ / r;,,~. 9 / WHEEL STOP s ~ / ~ / r. , g ~ 16 I ~ ~ EVELOPMEN) ~ ~ ~ ~ ' / ~ / 19,551 / IG kJAY 1'9 N ~ SECURITY , E.~. a ( ) H H 38 0 W / / AMERA~ 35 ~ 39 -no-oo-no-- DECORATIVE METAL FENCE ~ ~ / , ~ i.: , EXISTING ISLAND ~t 1 / , ~ N ~ 14 3'R(TYP) / 38 ~ /^/o 0 / / 47 TO REMAIN / ~ ( ) / , g, 9' 39 o rvwn///// , C ~ o ~ ~ ~ / - / / / / ~r, r r 1. ~ ~ 4 10 i ~ 8 ~ ~ / / r, ~ SECURITY ~ ' / / / ~ / ~ 39 ~io~j~/// ~ J Z / / C MERA :(P~) / ~ / A d ~ ~ / ~ / ~ / C ION' ~ 7 / ~ ~ 1 ~ ref N///////i;///// N / ~ GAS CONNE T 5 ` JI CRANE ~ 10 B / / ~ / c. c. 10 / ~ 1 ~ ~ / - ~ / ~ 23.93' / ~ / 1 / ~ a / / ,r o EXISTING ISLAND ~ 39 38 / / / / /fJ~, / / ~2~~~~~h/ / RECEN'ER o ~ ~ / i / EXISTING ISLAND TO N l ~ 38 v~ ~ DOWNSPOUT (TYP. / ~ 39 w w ~ / / / REMAIN (TO REMAIN) C~ o 1gs I~AI~D '/~PE,~ / 9 -D 5~ °ti~ $EP 13 2001 D ' ~ / / E ECT IC / /ByFF, ~ ~ / / / / g~ ~ ° - o / ' / ~ UTLE 2 ' 7 ~ comr•~ ~ T() / ~ 1 1 O ~ 1 O ~ - ~ ~ / / / / / / PLANNING I)EPART~ENT . o o / / i CI1Y OF CLEARWATER ~ ~ OBI n..,_ / i' ~ % ~ % ! i / / ! ~k1 w r ~ / / / / / Sheet No. 1 10 z z 7 / / / i~ MATCH LINE / o ( ) 35 / 4EUI TCH LINE _ 3 1' / o~ GISTII~C4S64ND . SEE SUBSEQUENT SHEET T/ ~N \ / ~ T 'TER APS LR1 ~ N / S URITY' 0 39 ; (TO REMAIN) 41 39 14 '11 / z 41 39 r y BS EQUENT SH E 3g / / / / / / I / o ( ) MATCH LINE ~ / ~ / ~ , ~ 31 35 0 ~ Do _E~ISTINr~ D T / N ~ / ;'~.~~%'"y MATCH LINE N 41 39 38 / ~ 'A SE PREVIOUS SH T SEE PREVIOUS SHEET / / WATER TAPS SECURITY ~O ~ 39 (TO REMAIN) 41 / 14 'HOT COLD 33 / ~ / CAMERA r" ~ ^ - ~ / / ~ ~a 1 PUMP / , 1 / F ~ I / O ,~:q ,ODOR,NEUTRALIZER / / 10 ~,%'f ~~RELOC E G \ ~ i i 50' ~ POWER SWITCH / ~ ~ /M / , 39 ~ ; ;fir" ~ 3277A Fruitville Road ~ C' MPR SS RSA D AI UN T WILL BE TELEPHONE BOX 3 9' T2) " - ~ CTORF FINISHED FLOOR ; TRASH COMPA o TYP o ~ ( ) Q~ Sarasota FL 34237 ~ ~ Pkone: 941.365.4771 ~ / , ELEVATION AT / ~ ~ d' 38 / ~ i DOCK ! Q' 39 p / LOADING / N ' U'9 ' Fax: 941.365.4779 v ji i \ / o ~ / ~ 39 0 / ~ ~ 58.,06 ~ R -o o ~ / 1Q 38 ._~16 p/ ti6 F~ f c~ certificate of Authorization No. 3215 13 ~ i ~ ~ \ 1 `ti y ~ ; ; ~ / Q 2007 / - t ~ 50.87 BLDG T / ~ ~ 35 R / ' % ~ ~ XI TI G IS D ~ ; , ~ Engineers / / 1 33 ~ ~ ~ / ~ r ~ , ~ ( 'I a ~ DooR / ~ ~ 1 ~ (T E AI ` ~ ro / ~ - 28 BALE ~ ' ~ 35 j TRA H/ WITH AWNING a ~-!s, ~ U Sn~eyor$ / a / ~ i o P / ~ GE RA ~ ) W , 3~ / SECURITY 38 ~ 38 S SL I - ~ ' Architects ; ~c9 R CAMERA ' ~ 47 b o 4 TYP •ip ~ ;f~ Planners ( ) 3, ® ~ 3 ~ v •6 Q ~ ~ GARD N C LATER D`~ ~ Landscape Architects 1 ~r 5 ~ 39 ~ ~ os. o I F o / o , ~ l~ Environmental Scientists h 50 ~ o o ~ p; ~ REF TO ET C;,.1 ~ Construction ~ r cP. S / GATE O,.r - - ~~n ~ V / ~r ' F RO W Management P ~ RO \ ,w ~ F / ( r IMP vE s SITE DATA Design/Build \ I ~ji ~ CONCRETE 35 ~ f ~ /J, j ^ 1 , ~ EXISTING: 16.50 A.C.t, 718 740 S.F , ~ ~ ~ 15 38 39 ;'pl N ~O ~ , PROPOSED ~ ~0 2 S I V) ~ WAL - MART SUPERCENTER SITE: 16.5D A.C.t, 718 740 S F. ' ~ W ~ ~ 0 EXISTING ISLAND o 0 0 0 - `%''S~ q,2' . j` ~ I N TOTAL=16,50 A.C.t, 716,740 S.F. ~ ~ ~ ~ STRUCTURE SETBACKS. o , ' (TO REMAIN) / ' 38 0 ~ T V ~6 i" REQUIRED: v'~=~• w 8 _ ~ g T FRONT.,...,,...25' r. o SIDE ..............10' '~~Jiy U . 1 / s IRON FENCE ( 5.09 / ' REAR....,......20' ~ z I {J. ' 'J PROVIDED: ~ FRONT.......... (N.E. COACHMAN) 31' TO PAVEMENT ~ 1~ ~ -a I FRONT.......... (U.S.19) 43.1' TO PAVEMENT ~ oo ~o~ o o o - ~ ~ SIDE ..............(EAST) 0' TO PAVEMENT M 3 ~ , G? ~ 39 O FRONT.......... (STAG RUN BLVD) 28.T TO PAVEMENT ~ % ~ O SIDE ..............(NORTH) 0' TO PAVEMENT ~ ~ SIDE ..............(WEST) 5.09' TO PAVEMENT / _ 8 42 ~s ~ .T . ~ i . ~ ~ ; i~ o i n / ~ f REAR...........28.7' ~ / ~ / / NS9 .~1 Ih/.~(M 41 r 6 / , ~ ~ m 55 0 79 85 . / ~ ~ ~ ff Y L14 g~ 41 ~ 41 - P G PARKING INFORMATION: rt,.: ~ TfP~ ~ i ' ~J Ol J~ PARKING PER CITY REQUIREMENTS: t 9 `~j PARKING REQUIRED: ~r (T4) , / S ; 'J 5.00 SPACES PER 1000 S.F. GROSS FLOOR AREA / ~ a~ , O . P~ BUILDING AREA (INCL. GARDEN CENTER) =157,990 S.F. = 790 SPACES REQUIRED V PARKING PROVIDED; o////%~ \ / , - , ~ ///r ~ ` ~ ~ , 1 759 SPACES PROVIDED = 4.80 PER 1,000 S.F. GROSS FLOOR AREA o/ ~~,la / ~ o. 1 ~ CH N ~ ~ ~ / ~ i" Oi / / ~ (J , (~1 PARKING SIZE REQUIRED: 9' X 18` ~ ` PARKING SIZE PROVIDED; 9'X18' / / ~ / ~ DRIVE AISLE REQUIRED: 24' for 90° PARKING. I / / ~ ~ ~ / / / ~r i o ;1y` ~ ~1 ~ ~ \ I DRIVE AISLE PROVIDED: 24' FOR 90° PARKING. BUILDING AREAS: _ 1 f/r~~~ ~ ~ ~ / i,. / / a ~ r r• BUILDING AREA (INCLUDING GARDEN CENTER) :157,99D S,F, ~ i / ~ A / 55~00~ ; /f / TOTAL PARKING PROVIDED; 759 SPACES / / / - 5.0 V RATIO = 4.80 SP. / 1000 S.F" ADA REQUIREMENTS: 2% OF TOTAL SPACES / ~ ~ t / i;j////~ . ~J / REQUIRED: i 6 SPACES PROVIDED: 18 SPACES IMPERVIOUS SURFACE RATIO W W / IT~NG~IS~ DT TOTAL PERVIOUS=175,340 SF = 4.03 AC. (24.4%) ; ; =0 TOTAL IMPERVIOUS = 543,697 SF =12,47 AC. (75.6%) > > W ~25 '~lE IMP S PROPOSED FLOOR AREA RATIO = 157,990 SF / 718,740 SF= 0.22 EXISTING FLOOR AREA RATIO = 119,530 SF / 718,740 SF= 0.17 ~ ' ~ ////////1 /////////i!''' PERCENTAGE OF PAVEDAREA = 50.2% J J ° / i'';i ' ///r ~ r ~ / ~ i'','' MAXIMUM BUILDING HEIGHT = 34' 10" U U PROPOSED VEHICULAR USE AREA = 357,864 S.F. 0 O INTERIOR LANDSCAPING AREA = 39,174 S.F. (MINIMUM 10°k OF % OF INTERIOR LANDSCAPE AREA PROVIDED WA) 10.1 % / ~ ,?i IN RELATION TO THE VEHICULAR USEAREA = U U / / / / r y'~ EXISTING VEHICULAR USE AREA = 350,726 S.F. 0 0 EXISTING LANDSCAPE AREA PROVIDED = 23,056 S.F. (8.8%) F- r PROPOSED LEGEND Q Q //I// i (A1) =AISLE SIGN m m i (F) 4 NO PARKING FIRE LANE SIGN (SEE KEY NOTE 31) (C) CART CROSSING SIGN ~ ~ (P) PEDESTRIAN CROSSING SIGN r, ti / / / / , (R) 4 RIGHT LANE ENDS SIGN O O r / / / / / / (S) 4 STOP SIGN (R1.1) ~ N O / _ i, (D) 4 DO NOT ENTER SIGN (R5.1) p~ ~ (L) LEFT TURN ONLY SIGN (R3-5) / / ~ i . (1W) 4 ONE WAY SIGN (ARROW RIGHT) (R6.1) a a a a a a a Z / / ~ ~ / (RC) 4 ROAD CLOSED (R11-2) (RO) 4 RIGHT TURN ONLY SIGN (R3.5) (NP) 4 NO PARKING LOADING ZONE SIGN (R7-6} d' ~~i' (NT) NO TRUCKS SIGN (R5.1) Y ~ ~ D. ~ p ~ 0. (T1)' WAL-MART TRUCKS SIGN (ARROW RIGHT) ~ ~ d U II p M 0 (T2) WAL-MART TRUCKS SIGN (ARROW UP) Z Y ~ ~ ~ O ~ N (T3) 4 WAL-MART TRUCKS SIGN (ARROW LEFT) PROPOSED KEY LEGEND (T4) a TRUCK EXIT SIGN 1 PORCH, RAMP PAVEMENTTO TOP OF STOOP (20:1 MAX. SLOPE). 21 LINEAR PEDESTRIAN RAMP PER FDOT INDEX N0. t FDOT INDEX N0.304 (TYP). 38 12"WIDE WHITE REFLECTIVE PAINT STOP BAR (TYP} gp ACCESSIBLE PARKING SPACE Wl REFER TO ARCH. PLANS FOR EXACT LOCATIONS AND DETAILS. ACCESSIBLE PARKING SIGN (TYP) ~ ~ .Q 22 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE 2 PYLON SIGN PROVIDED BY WAL-MART POSTS 8 APPURTENANCES. SEE DETAIL SHEET, ;HAIN LINK FENCE Wf BLACK PAINTED 39 HOLLOW WHITE PAINTED TRAFFIC FLOW ARROW. REFER TO DETAIL :E DETAIL SHEET, SHEET. ~J WHITE PAINTED TRAFFIC ARROW (HOLLOW) ~ ~ ~ ~ . . 23 8' WIDE GATE OPENING WI (2) 4' SWING GATES 'SWING GATES 40 PALLET I BALE STORAGE AREA WITH DECORATIVE METAL ~ YELLOW PAINTED TRAFFIC ARROW (SOLID) pf ~ ~ O N ~ Z 3 CONCRETE SIDEWALK, REFER TO ARCH, PLANS FOR SPECL~ICATIONS AND DETAILS (TYP) 24 NOT USED FENCE (OPAQUE ALONG FRONT GATES). ~ 12"WHITE REFLECTIVE PAINT STOP BAR ~ ~ Q ~ ~ ~ ~ SYSU4" SINGLE YELLOW SOLID LINE 14"WIDE ~ ~ U Q ~ ~ ~ W 41 CONCRETE WHEEL STOP 4 AT GRADE OVERHEAD DELIVERY DOOR LOCATION. REFER TO ARCH. 25 NOT USED PLANS FOR EXACT LOCATIONS AND DETAILS. SWSU4" SINGLE WHITE SOLID LINE! 4"WIDE 5 NOT USED Y6 "NO PARKING OR STANDING -FIRE LANE" PAINTE IRE LANE" PAINTED TRAFFIC YELLOW ON 42 5' CONCRETE SIDEWALK PAVEMENT AT 60' O.C. (LETTERS TO BE 18" TALL) ;S TO BE 18" TALL) SEE DETAIL SHEET) SBSU4" SINGLE BLUE SOLID LINE ! 4"WIDE 43 SYSL 16" W! TRAFFIC DELINEATOR SET 2' O.C DYSU4" DOUBLE YELLOW SOLID LINE 14"WIDE 27 NOT USED 6 MONUMENT SIGN BY CONTRACTOR (TO INCLUDE ADDRESS OF SITE). PER MUTCD NCHRP-350 28 6" DIA. PIPE BOLLARD (TYP) REFER TO DETAIL SHI 7 CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH ~ER TO DETAIL SHEET. ~ NOT USED OUT PARCELS (NOT PART OF DEVELOPMENT) TECO (LOCAL POWER COMPANY} FOR REQUIREMENTS AND 29 12' X 36' COMPACTOR PAD WI 10 FOOT MASONRY I I FOOT MASONRY SCREEN WALL. REFER 45 NOT USED ~ SPECIFICATIONS. TO ARCH. PLANS FOR EXACT DETAILS AND SPECII .TAILS AND SPECIFICATIONS. 46 NOT USED ~ HEAVY DUTY CONCRETE Z ~ 8 RAMPED PAVEMENT TO BE FLUSH WITH TOP OF SIDEWALK (20:1 30 NOT USED MAX. SLOPE) REFER TO ARCH. PLANS FOR EXACT DETAILS. 9 10' X 15' STRIPED AREA PAINTED SYSLl4" AT 45° AT 4' O.C. AT JIB 31 FREESTANDING SIGN WORDED "NO PARKING FIRE Q ~ W 47 PEDESTRIAN CROSSWALK Wl4"WIDE REFLECTIVE WHITE STRIPING HEAVY DUTY ASPHALT J ~ Q "NO PARKING FIRE LANE BY ORDER OF PARALLEL TO DIRECTION OF TRAFFIC AT 2' O.C. WITH 8" WHITE STRIPE II ''I CRANE LOCATION. REFER TO ARCH. PLANS FOR DETAILS. FIRE DEPARTMENT' 12"x18" SIGN AT 60' O.C., (SEE IN AT 60' O.C., (SEE DETAIL SHEET), ALONG EDGE. SEE PLAN VIEW FOR EXTENTS. n' ~ W NOT USED 32 WHITE THERMOPLASTIC PAINT ACCESSIBLE SYMI 10 PAVEMENT (TYP) ACCESSIBLE SYMBOL PAINTED ON 48 2'-0"LOADING ZONE AT ALL CURBED PARKING SPACES, r ~ ~ EXISTING WETLANDS Z ~ r Q SEE DETAIL SHEET. O ~ J (P.) Q 11 33 FOUNDATION LANDSCAPING (TYP.) NOT USED REFER TO LANDSCAPE PLANS 49 NOT USED STANDARD DUTY ASPHALT Z ~ ~ 12 INTEGRAL CURB AND GUTTER ADJACENTTO HEAVY DUTY CONCRETE ~ MSE RETAINING WALL O PAVEMENT (TYP). 35 YIELD PAVEMENT MARKING (TYP) REFER TO SITE 50 ADA ACCESSIBLE RAMP. SEE DETAIL SHEET. ~j~ LANDSCAPE ISLAND W ~ ~ 13 VERTICAL CONCRETE CURB (TYP}. P) REFER TO SITE IMPROVEMENT DETAILS ~ ~ p 36 4" WIDE X 130' LONG YELLOW TRUCK ALIGNMENT 14 CURB & GUTTER LANDSCAPE ISLAND (TYP) REFER TO GENERAL STRIPES SHALL BE SPACED 10' O.C. CENTERED OI ® II''II N RUCK ALIGNMENT STRIPING (TYP), SITE VISIBILITY TRIANGLE ~ W SITE NOTES. PAINTED WITH SYSLl4"ALKYD PETROLEUM BASEI O.C. CENTERED ON DOCK DOORS AND ~ ~ ~ Z PETROLEUM BASED PAINT (2 COATS). • ~ CONCRETE SIDEWALK F ~ Z 15 18"YELLOW @ 10' O.C. ORIGINAL ~ " ' U 16 STANDARD 18"CONCRETE CURB AND GUTTER (TYP) REFER TO GENERAL SITE NOTES. ® CART CORRAL {14 TOTAL) RECENED 17 SPILL TYPE 1 B" CONCRETE CURB AND GUTTER (TYP) REFER TO CONTRACTOR SHALL CONTACT SUNSHINE 20 PATRON PARKING COUNT ~ ~ 007 E- GENERAL SITE NOTES. STATE ONE-CALL OF FLORIDA, INC. @ 16 NOT USED 1-800.432-4770 FOR LOCATION OF ALL 120 ASSOCIATE PARKING COUNT 19 NOT USED UTILITIES, AT LEAST 72 HOURS PRIOR TO SECURITY CAMERA LOCATIONS °WNNING UEPARTMENT BEGINNING CONSTRUCTION CINOF CLEARWATER EXTERIOR LAMP (ONE FIXTURES) ' 20 6' HIGH SCREEN WALL. WALL FINISHICOLOR SHALL MATCH BUILDING'S EXTERIOR NOTES EXTERIOR LAMP (TWO FIXTURES) EXTERIOR LAMP (THREE FIXTURES) Sheet No. 1. ALL SIDEWALKS ADJACENT TO BLDG. TO BE CONSTRUCTED PER ARCH. PLANS. ALL OTHER CONC. SIDEWALKS TO BE CONSTRUCTED WHEEL STOP PER F.D.O.T. INDEX NO. 310 OR PER DETAIL. 2. SEE SURVEY SHEETS FOR ALL ON-SITE EASEMENTS. -m-m-m- DECORATIVE METAL FENCE A4A] / i , ' ~,~i ~ ' ,r / V ~i - ~ / / P,- o, j //i// ////i//////~ • , 6°~~ r'' h , p1 6~ 1 ~ ~ Ohl 4 Ji .4 / / q G / - :o fir..- ~ , .aa ~ .1g / / III q o 3277A FruitviIle Road ^ ' / / , °o Sarasota, FL 34237 .41• ~ m ~ y,.2 y ~ ~ ~ / / / / / / / / ° M Phone: 941.365.4771 q3 ~ ,2a ~~8 P ~ C °12g6 Fax 941.365.4779 lY D 3p yam; ~o//t°n///~ m m ~ / / / / / / / / / / / / Certificate of Authorization No. 3215 ~'E C•-2`~` "13'1 Q2007 I-/// Engineers . BEARING BASE ~ ~ • Surveyors 88°43'14"E (D)(M) ~ `310: ~ m ~ ~ m m m : Architects ~ `5:00- D Planners \ ~ - \ ~ ~ ~ ``----''f ~ o - - - - - - - EXISTING WETLANDI w ~ POND ~ ~ STORMWATER~ ~ ~ ~ ~3, ~3, ( j o z5 eo goo Landscape Architects N ~ ~ EXISTING PRE- TREATMENTAREA SCALE;1^=50' Environmental Scientists ~ TREATMENT AREA ° ~ N a ~ N ~ ~ ~ W Construction Z N a 4 i4 dt o I ^ I ~ g ~ Management I `,rt!. LL ~ r b ,u m m m m m m ,n ~10 ~5~ Q ~ i ~ ~ . j Design/Build 7 10 ~ d~1S o r ° o o 7 / a - ? / / r SIB°~1'1 (DY r-' ~ Z U _ ~ is ~ b b ~X-X-X I o000 0000000000...0_'00 0~ r O .U~ -o0 000000° Si4P ~~~~///i , .a Oi//// ~ „ a 1 14 1 11 10 u, /~io///////// o a I a '~/Z rr-- ///.f ~ ~ ~ b pgl / W I 1 11 / 1 m t ~ V W - ~ 1 11 a ~~II b a / ~ ~ //o~ ~ Ln b of / / /lost z ~ 1 11 11 I / / / ! / / P / ~ ~ 1 11 ~r///////////// 11 _ I i ~ ~ / / / ~ ~ ~ ~ ~ ~ , / / ~ I ~ / / / ~a - / / / , / / ~ ~ ~iEVISED ~ ~ f r~ / / / i 12117N6 i i / b of iZ////////// 1//~' / i" ~ z / / ~ ~ ~ !~//////////r//// Q TRUCK USED IjJ' ~ ~ ~ ~ ~ 1 10 AIJALY IS-#WB-50 ~ / ~ ~ I / / / o oo. 0 0000000000 0000 I( ' % ,27.49'% % / / / ~1%49;(b) / / ~"T~ / / / I,~ , UP R R j ~ 1 / / / , > QQ o / / ~ ~ / 11 / ° ~ ~ ~ -14,3~S C-N ~ ~ ~ 1 / / / / y88 f16~z"~V 1~49.~3'(~t) ~ / / / / > > ,N / a / ~ EXI ING TOR NOT NCL, GARDEN CENTER : 112 ~2 S.F,/ ~ a a ~ j / i ~ EXd TIN ~ GRO~ S.~ t1 530 .F. ~ ; b b ///Y ~I ///i U U / PR POS D GR SS S.: NOT INCL : GARDEN C TER - t15Y,494 S:F. ~ ~ ~ ~ , / , / / ,PROPOSES GROSS S.F,~ t15 ;990 S,F. ~ / 1 ~ APPROX F,F,E: = 58 0 - ~ ~ ~ 11 / / i ~ 1 I/ ~iri~i iii f~ ii/) 0 }0 / ~ 'i / r / / , I ~ ~ ~ ~ 14 / / / / ~ / ~ ,16, / U U ~ / / a / / / ~ ~ / / / / V' ' , / / ~ ~ / ]I / / / ~ 0 0 b ~I ! ~~:o///,//, i / ~ / b i / ~ / / Q Q / ~ ~ ~ 4 10 i ~ 8 ~ ~ / / / / i ~ / ~ - o~ N I" N ~t~// ~ L C f~; //r/////~///;~/ m m i / ~ / / / ~ ~ / ~ ~ 5 10 1 ~ %//C~i i I > / / r / a b 4 ~ / //////~i//~~a.y~~~ r~'f cn cn / / / o - ~ / ~ a ~ / a -r////i i//~'~$' i/ o ~ ~ ~ ~ j / / ~ / / b / / / / a~~ / / M:'~m , / / ~ , 4 i oorom ~ . 1 / o~o~ ~ / , / z °z I / ~ ~ ~ % ~ 1 10 / ~ / 7 ` / ~ ~ ~ / / ~ / ~ , ~ ~ / a a j ~ ~ r / D\ ~ ~ ~ 0 e p > ~ % ~ ' 10 / , / / / ~ - ' / / ~ j / ~ , ~ ~ / ~ / ~ / r / / ~ i ~ f. l .Q ~ .n / / ! o a o ' / ~ D' ~ ~ G~ p % / % b ~ ~ ~i D J f` C C 1> 0 ~ ' ,~''~1'`"~~ ayi ~ z a s~ ro ~ ai / / / / / ~ ;1 ~ ~ ~ , D, ~ / 13 gip;' f- f i / / k / ~ ~ I A S1~P ; - ; I / TRUCK USED IN / / / ~ % ~ 13 ~ SIMULATION -#WB-50 ~ , - ~ L ` ~ ; ~ W / ~ / / ~ ~ r`" W D 2 ~ ~ l ~ p o 0 3 ~ p, ~ f oo - O ~ f Z ~ i, 3. p - - - - - o. p,, o F¦ ~ ~ OC W p,- ~_r p,, r r , p, ~ W ~ -'i p~' r' i a z 0 i • r / ORIGINAL = O 8 / I ,f ; ~ i ~ l RECENED N / 0 0 ~ ;r S10P .,t, r ; 1 Q r SEP 13 201 W W " 00000000000 o b ,i 3 A ~ , ~ ~ ~ PLANNING DEPARThhENT a 1~ Z ~ Clll' Of CLEARWATER rJ C7 / r? / / / / / /Ng9A15~!"V~(D~~M~ 6 r Y 7 ~ / ~ ~ / ' 95 / U ~8 ;r, 1 / / ~ N r ///r 1 5 / ,r' , , 0 ~ //rrr/ /r ~ Q ~ /r/// / ~ ~ / ~ ; ; 'L'ei , ~ , , - ~l P s P / / F ~ ~ ~ / ~ / i ° J J ~1 ~ ` ` r,//,r/ r// o~ P G r/r r /r/~~r/ S ~ '///ri it ~ ~ / ~ ~ Sheet No. rrrrrrr rr rr ~r ' rrrrrr~~ V+ Ito r rrrrrr r ~ ~ _ rrrrr rr r rrr r ~ ' ~ rr rr rrrrrrrr i Q ~irrri I,rr rrrrrrrrrrrrrrrr %-rirrr, ~ rrrrrrrrrrrrr rrrrr ;.-r i ~-~B i IMENTATION RETENTION POND OPERATION EGEND EROSION AND SED ND 1 L PO STAGE curnuLATIVE NTROL NOTES AND MAINTENANCE NOTES STAGE AREA AC ~ ~ ~ ~ TOP OF CURB CO I ~ V LUME AG \ h •~•1 LOCATION 0 ~ ~ (E.P) EDGE OF PAVEMENT TOB 56.00 0.18 0.43 MAINTENANCE OF EROSION CONTROL MEASURES IS OF 1. THE ON•SITE RETENTION POND IS OWNED AND MAINTAINED W TOP OF WALL WAL-MART. THE CONTRACTOR DHWL 55.50 0.17 0.34 gW) BOTTOM OF WALL PARAMOUNT IMPORTANCE TO BY WAL-MART STORES, INC. 53.80 0.11 0.10 ~ IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION WEIR EL 2. RETENTION PONDS SHALL BE INSPECTED EVERY 4 MONTHS SHWL 51.90 0,00 0.00 STORM PIPE CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION FOR EROSION, EXCESSIVE PLANT GROWTH, OR BLOCKAGE .CURB INLET 3277AFruitviileRoad CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION OF OUTFACE STRUCTURES. - -27- - PROPOSED CONTOUR DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE THROAT ELEV=56.35' h1. Sarasota, FL 34237 EAST INV=52.35' 1 ~!'a1+;1^.~ Phone: 941.365.4771 - - - SUB-BASIN LINE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. 3. THE SIDE SLOPES OF RETENTION PONDS SHALL BE MOWED ADDITIONAL EROSION CONTROLS MEASURES MAYBE AT REGULAR INTERVALS TO ENSURE NO LOSS OF POND oy tiw qgp, ~ Fax: 941.365.4779 ,bw 4Yi~n h~• 6h~~ c - 1. `'t. + h ~ ~ 4y x'70'+ ,~1 GRATE INLET REQUIRED DEPENDENT UPON THE STAGE OF VOLUME. Sri' 1,6 ~ ~ CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT 4. ALL EVIDENCE OF EROSION SHALL BE INSPECTED AND CURB INLET ANDIOR AS DEEMED NECESSARY AS ARESULT OF ON-SITE M 1 " 7 g2 , 6 ^ 0°'~~q, .6.91 CertlflCateOf k h~" Yx Fyh'' 5'j.38 3'6 b ~ b.8., ~ ti1 o-, ,6'6~ 4;~ 61'4,6"' i6o$~ ~ 1• y1 , t,<~ Authorization No. 3215 REPAIRED BY A QUALIFIED CONTRACTOR. CONTRACTOR SHALL CONTACT • INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR 0^' c,, `1 ,,w r w6 6 r4r ,_.___-"+-sr ^'`~•.-r..••fi~~...,~ rk 1oi 2007 y~~n71 hh 4Jrb' h6 b01-4j . 0 ~ . w~ 0 6~~1~ Cl `sc U~ 1~~ nY SUNSHINE STATE ONE-CALL OF ®RETAININGWALL THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL 5. FENCE GATES SHALL BE KEPT LOCKEDATALLTIMES. tti,w 4;6~ 6y~' 18' 1°'.' ~ h1ti ~1. Engineers FLORIDA, INC. ®1-800-432-4770 -x-x-x- s' CHAIN LINK FENCE MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST FENCE SHALL REMAIN FLUSH WITH THE GROUND AT ALL ~Y~1-~'' z56.ag ~~.Oc, ho6 h'1 h c11Y. FOR LOCATION OF ALL UTILITIES, TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE TIMES. AT LEAST 72 HOURS PRIOR TO RESPONSIBILITY TO ASSURE THAT THE STORM WATER ~k~,' ti.'~6 6 r,.._ 56.as r>a,a9 ~ ~ ~ • Surveyors BEGINNING CONSTRUCTION DISCHARGE FROM THE SITE DOES NOT EXCEED THE NOTE: , !'h~ ~ ~ 6', " 56.E3 57,01 m t:i W ~tiy ~ a + ~ti "56.x+1 , .Ay ~ Architects TOLERANCES ESTABLISHED BY ANY OF THE ALL PROPOSED INLET GRATES SHALL BE RETICULINE STEEL. ,7b s ! + Q i..G ~5., S6• Sfi,86 0 rY ~y ` 6 ,0 ~ , s a:, o ~ ~ h Planners JURISDICTIONAL AUTHORITIES. hL 0 /r B,, ti., , z 56.32 ~ y~^ ~P '7 , , 0 u 2 , 1 + r ~ ~ ~_F~ i' ) ~.~6. <~yn1• r +h6~ 4j4~'\~4,6• 476ph k:~ STORM SEWER MANHOLE FLOOD PLAIN `~'6° 6~^1 `lh~ E~~ t'y1~ .q.~G Landsca eArchitects 60 ~ 4,1 ~ _ h.0' hcy' g ~p e o-,• c`G~~'b: 62 0 20 40 BO RIM ELEV=54.90 ti / + ~v~ ~w' w ~ =~''"'~~h~0, , •-G~--~.~f ---__56.94 p~ J w 4~~ SCALE;1°=40' Environmental Scientists ACCORDING TOTHE NATIONAL FLOOD INSURANCE SOUTHEAST INV=50.01' c°9 q a 6w. r7 .-Y'"~~w5 72 "52<6 ''S:Q~ °63 "56.72„ g";~yk~ ~,ti Construction r 2f X6.59 y c1. c; 1 6' EL N0.12103C0126GFOR NORTHWEST INV=50,48' ~ RATE MAP (FIRM) PAN PINELLAS COUNTY DATED SEPTEMBER 3, 2003, THIS o- a i hw o Y' iii Jl ~ 0.65 ;7 0~ #7~A t~~ • 9' S1• ~'r6 PROPERTY LIES ENTIRELY WITHIN ZONEX.ZONEXPOINT OF TERMINUS ° ' , % + 4`V~p, i / I~r ~Y. c 0+ '1 L ~ Management ~~~,.r _Ll I r~~ i ' STO M S~`~fEl~ MANHQL. < ,w o 1 ~ - , d>>.~' t'7 h~ ~ <?'61h Desz /Build AREA OF NO FLOODING. UNKNOWN 4 ~ IS AN F S a J / ~ ; % II i >~9s "5x,1811 RIM IELEV=55.04' ~1,b~~. S 6•~b 4~.1. Sn ~ ~ ~ ~ i I f I ~ 3~ r4~ rrG+ cf~'7` , p ~~0,5 : ~y v ° Q) Ill I ~ I' BO~T~M OF BOX=49,7~.g~ ~;,n'h,+ +,~J. ` e,''. , i i ~ i _._.J 11! I o ~ 66. :7~Yrb~'7 ^j+ ot, 1 4+), h1 ~ eWo~' , t rlti~ Ory 4 1 ~ i~ w I ~ • h~ ~y ty^ w • / 55~ I I STO~f~1 SEWER MANHOLE>>i' x;•81 ~h' ~'h h~;<~y'`~ w6 CURB INLET i I I , i ~ 5 tip,*; t'°~'w' THROAT ELEV=56.28' w . 1 a ~ ; ~ r OUTFACE STRUCTURE\ RIM E E -5~~g~_, 4,'r + m ~ w hA ~ ~ a i' 0^ ,~I,. ~ TOP.Of-BOX"-Et=55.25' \ NORTH INV=51.91 ~ 11 BO~TOM OF BOX=49.61 4, n h6'17 0'0'~ ^)w ~ o~~~ s ~ } f % / ,Cy.,'11 ' \ , !7 ! r~6~' +4) *`'6~6> h6 h 6• ~ ~ 6~ 4' ,3>\~ ° : ~ / ~ d'ry'+`~ 4h /~,%',x ~ WIER ELEV=525~1~; 6 ~ SOUTH INV=51,84' , ~ ~v~~~•f °`v„~3.46 , 1 rl I I 4p ~ 4r' ec ~ , ~ ^ I ~C' ~ / n 4 1 / / , ~ SOUTH INV=50.08 \ ~ \ 1! r ,,7 46? 6=` ~h• w ~a' . ~ \ , "57.28 ~ I ;I ~INfV=~4 ~ ` i ~w e F'+ o • a. ' ~ 07111 1:54z5,f.77~~ 1 -a~3. ~r ~ / +h~~y bw ra0 ,~j ,7L ~U c4. c~)i / w~, n. 4ti.• ~ '°5.~1 1 ~ 1 I ~ 56 N ~.I' *:ri!~. ;5fi,8T'~1.40 ,~~3 / ~41 ~ ~ n) 6 ~ 1 ~ I 9 ^ ~ I " 7 Lei 4 ~ X1.2 ) h' +~j'G,• ~ 0• ~ >r . ~ d.7 0 51.66 4 i ~ ~ ~ i o• 3 ro• c ~ FG V _ y"~~.y~2 I1\ I ~ ~ "5. 73 jr 5^l~ , I ~~5EI 5 ~1"\1.64 ~ ICI I f J / / r y i Ic'c~9 II u, 761 n' - r +a• 'n - / 9 ~ t GRATE ELEV-54.91 h - " , - ~y,', , , 1 . _ wa i~ r_ / ~~"5 X16111 1 ~}59.fl1~ c~ I~ / ~ 6'7 f ~ V~ I ~ ~0 9, r,- 7 ~t I I,~ 1 a4 ~ I 1~ 1 v~~~yj~l` 4 0~ + 1 ~ o~ I~ I i d m huh SOUTH INV-51.56 h~'t MATCI~' +h' ° ' ~4~ "~e~;%'~;~ ~~~y I ` ~ t h a ~ /i \ \ ~ 1 r f I I , , h 4,• ~ EXIS~WG 4;)~: ' ~ ~%1/r , . uEi7 0 f,~~~ 54.57 I 53:~~ ~ ~ . s3.92 I ~ y CURB INLET ~ I i fL_~~~ / / / ht,° ~ I o6 I J THROAT ELEV=55.95 a ° U a MATCH 4, 4~' - / IsGI r , h ti"~ yti~ ry ti`b h~ p a0 4~~ a, h. hh~^ h 0 Shiba ,~)q~ y. TIN' - ah' sR'~2?// / 6.53 I I h h, c, h, i ' 4J 0 hh'ro6 h. 0 h p ~-G" S ) , • 6.50 4)0 ~~i*r ~ i / , I , "s4,65 ~ X7,00 , / , ~ ~ NORTH INV=52.27' / 6I I 6 6 n 6~ 6~ "sa.aa p ~ / I ~ 4, , ~ > ~ SOUTH INV=52.18 / t ~ ~60 5 .3, h ~ h h, 4,' ' +.h- 56.70 o`' ~r~ / ~ 56.00 ..-''"h x.-'„5 _ `I 4.0 . 36" RCP ~ ";`2z I / / II ~ 6• I I ~~h ~0 4,h• ti 56.20 57.0 TW a~',~- ~F i ,-s...._, i _ 0 4. RETAINING a ,h• ~,~,ao ~ ~ `a~~?s~ d ~T.., r ~ 4I / 71 7 4''u \ Z"1 4,~ ':.h~' ~ +S~' 56.0 (BW) X~.,~',.-. ~ ' I ' ,ry ~ ~ ~ WALL oa - s ~ '~S`-~`' - ~,yc,~ ~ e y . - ! M HOLE rV~ hh, ~ a a'o a• ~ 4h ti: ° ti° spy S~;~ORM SEWER ~ = 53: 1 ~ 5 „ h h ,ti h / > \ yhh~ y., ° - 4a~''~4 - ~,5s % ~ ~y 11 ~.f RIM ELgV=55.27' ' ,'b. X r•. h ~ _ L i 7-'-'--.-^.-±~, ,,b Ci" r~ r, i no h)'4,~ v' ,r<',.....- -..,-X'"`,~c„5J:0 :RY~Y.~ ~'1 91 t t - r / ~ _~+'j~-• - - _ ~v0~~ ~55J5 I \ ~ ~h~i3 1 0 I f 1~ z icy ~ 1 y,t ~ ~ i C \ ~ ~~'C^' ~ 0 I ~n r 4, .,11 c;~:,~, h ~ 4,-,~ / ~ .,-r-.,,. r~~,~<,. - , - y~-x-~~5 t SOUTHEAST INV-50.12 ' + ~ ~ o-~t- ,h'`,-~`' y c,,~0 ~ ~ / . ~ ~ 1 / ~ -50.27' , ti _ _T T WD~SP INV - + \ h a--:~- 4:, ~ - . ti~• , << y ~ - G a - ~ 1611 'NOR H I N Vr 5 5,, / * . u, I ~ ~ <~c~~a r ol.t;tiSO.U'THW I NV=50.77 1 FLAT GRATE INLET ~ ~ fix,°^'', \ ,~~~~I ~ ~ ' -r~(~4 I i~k~• i~"' / \ I•I I ~i / , LANDI \ ~ Q . _ ----5s-- ~ / . 0~ ,~5r,...~ S-3 / ~ ~F.- . ,1 EXISTING WET DI RIM ELEV=53.89' + ~ _ ._-NORTFt~AS•Z INV= 50.67~~ ~ ~ ~ / 55 ' 5810 , $ A ' iRE / i ~ , "§~r`r'v~~3 I n ~t {~4~wi l i I ~ i ST R1~' SEWER MANHOLE SOUTHWEST\yNV= 5 yy `~,%~a~ ,,4 r ~ ~Il~~~ I - - r, 414, ~ ,-4>' ~ 4,'•,~ • 1 ~ O S-13 58.20 58.0 TW S- ~ t E , r -I , ! "-a~{?3 a, I "'+°.~r'-+: h / ~ ,~,/J +h Ik~~....1, +7a 1 I I I . ^,b+ p , \ , ~ / ~_k \ / ~ i rr~ ~l =56,48 90 \1 ~ ~ FGI I 4~ 4':)'4J ~ ~ r r L° 1 58.0 (T) .POND 1 - ; , r .TREATMENT AR ; ~.~5\ - 61 -=51.56' 57:70 BW ' S-3 I ~t \ t~ 56.00 TWA f NORTH PIPE HEADING EAST-49, I 56.0 (BW) _-r 53.0 ( ) _ - ~,i f 11 ~ , r _ , 61' t ~ t 5y©p o` GRATE ELEV=55.01' ~ i I I CURB INLET Q Q ~ ~ ~ ~ - - - - - e~) ' 8.4 ~ 57.0 rr , 51.00(MW) 1 SOUTH PIPE HEADING EAST-49.59 I ~ a \ 4,• to' ° .,r,. + ~ h. A5 / ~ / ~ I~ x 5t~o w r ~<<,. SOUTH INV=52.51 ^:7 I ~ THROAT ELEV=55.61' ~ ~ .N 1 ~ \ = 2.52'58.00 4, v, I h ~ o5s~ „ TO M~ SEWER MANHQ~~ t', ~ K S +iNV 5 + S-14 + 57.80 57.70 ~ / ~ 51.0 (BW) ~rrli 5q a I t ~ 61 I >1 y y c7 hk t7h f+?6• ,,I ~l. - is 6. , 1 I ~ r ' ~ cn~ NORTH INV=52.66' ~ ~ `~`j^'+`' NORTH INV=52.28 ~ ~ ~ 1 1 1 1 ~ ~ oo i hi I ~ q' ` ' f I Q 4~ ~ I I t 57.50 4 EfRC S-8 / • ; r n` ! II r IMt ELEV=57.50 1 I ~ •3 57.20 I , fr I I le o 4~. ~ I I !i rl ~ ~ SOUTH INV=52.14 W ~ J J 3.~~~~ ...tia _ _ .~,w~~„~ _ . ~ z4 b,., ~ ~,_U ~ , ~ . ~ - y.~~T_ l§,~ , I I) I A DWNED FILLED WITH DIR~ - B ~ ~ 57.00 \ / 8.20 / - ' 1 I \ - 58100 ,y a~',50=~--- ~,r I II 1 X57.30 / \ > / S-4 I , I I ~S..~11 °_--~a~ ~ I II I _ 1 1 ~ r i nw r u; 0 6 T+~ h U U ? u , 57.7q / F~I - a i a ~ 5 /.50 I - '56.80 Q/ GATE ,LEV= 6,,3.1,;;. _ _ - w I - ~ t I I I I r r I FGI ? F 7 ~ ~.a17~. X 0 0 \ ~ ' \ ~ ~ 57.90 S-9 C ' III ' v _ EF4~iT'INV=50.7 r 'r ~ 5~ ~ I ~ I I r \ ` 58.10 j/ j 1 ` i ~ ! ~ ` l 1 , 'T 56 t ~0 1 \ ~ o / GRATE ELEV=56.18 ~Y~, , , J 4~~.I,I ~ I it f I I I i~ ~ RB INLET I- I_- ~ _ I 4 ~ € , i I f 57.0 TW ~ \ 57.~f~ SOUTHWEST I -51.0 ' . ~ , I , ~ I ~ ~ I , 56.9., o• ; ~ _ ~ ~ o r ~ t _ _ 57.60 r Ir , ~t •t'~ - 7.40 ORTHWEST~~'f V- IN CES 1~LE 57.50, a~: - 1 , jar I 'r ~~~~6. _ S-10 i 51,0(BW) y. 0 56.0 _ , p ,`~L , ~ 57.5D_ I - ~ / - 1, ~r~ ~~SF'4~~i ~'"~"'o -'SOUTH INV=52.10' -"~'~s~'~ I;t, ROAT ELEV=55,92' _ r r ~ ~ ~ ° ORTH INV=52.29' U U "`tl'~'li i r i ~ ~ NORTH INV-51.9,_',. ~qr' ~6. OUTH INV=52.20' 0 0 s 1~ / t ~ - y~ r - ~ 57.001 I h n r' ST.1~0` _ ' I ;i1~1~51.~~57.0 W s I - I .r: ~ I 6.70 Q 7.00 t I u + 5 I ~ ti 57~ 5 ~ i ~ ~ / ,1 0. 1 , . I ~ - I 1, ~ ~ s : ,pro ? 11 ~I i 7 I~ ~ I a 1 r ~ I ~ f- r".~ ( II r I i `Y 4O y 4 ~`o I ^ ~1 1 0~ r 00 q; ` S-12 / ~ oQ ~?t,r! c,',. / 4~;;a. _ ~ \ /h ` 57.30 _ 8W 52 I ~ 57.0 (BW) 1,~ I I j~ Y I 47` ~ ' __•W~OVa`•'' r - - - ~ V 53 ~ II ~ `~s:J-77 - e \ / 'r' 57:90 - I -7 57.00 5 . I I 5a ~ d~ ~m~ - - „s~.•-~ _ _ ~,-5 S - ~I': ' 57.40 + 56.70 ~ - 55 I t - I I ~ 57.40 ~I - _ _ _ ~-~e - - r_= x-1:7° ( I I' ~ ~r U' ' ~v'~I ~y n ,~py~~t~%'" "~~t n; 07 Q Q _ , _,r~'° / t I ~ ~ +h o, ~ ~ ~ c ti. ~i`~ ~7`~4 - t ~s yc' I/1 t.6 I quo r r ! r ,'i• / i~.,6. _ ~ ~r % ~ < /,yl' _.,,t~y, t= 4~~f , , I"" Imo" ~ ~ 5780 / 57.4Q, ~ 57.0 .W~~ ~s__ ~ _ _ °i`-- N~, 7 mow,. h S ~ o a 460 ~ I+ ~ t ~ tp ~ , ~ ~ 6F~ I ' . h r ~ C - . L / 'o 7 C ~1 Jll. N;1~ .CO 454EiC4~~ th1 -%-i}- y^ ~ S f 1, ~ -..m~ tiJ. ti~ ¢ , ~u r ~ ~ I „ +h, 4, ~ 0 57. , 57.50 ~ ~ a~ `Ln~ ~ /c, 1 1 I~ ~ ~1 57.60 V cs i ~ 4' I I ~4 , . 57.00 I 1 ~ ' . I , + ~ . ~ a ~ r~ G ASE L,,P1V 56.0 ~ 1 ti 57.60 ~ h~. 57.10 / - ~ x5a..~;>>-~~_. _ I „5,.~~ze2 c,6°I_, ~ ~ -p m ~ ~ ~ ~ , ~~;~.v ~ `3, hM1r ( ~ ~`9,',\ I ~ I ~ ~ r'L'~ 6'ny ~J = U~ fn "r-, I ~ ,h,`6 @. 7 . ~ ~ h'6 1 ~ r I f"153.i~ ' > 7 ~ I~ I~ + a N 57.1Q~ h` ~ ati ~.¢s ~ti 1~ nw7 6~0 46~~ ~ 1' ly ~ 1~ ~ ! ,i I ~ r ~ ''~I ~ ~ (*'~p 1 ' 57.88 1~~ / II % \ I t~ t TH INV=61.38' / Klr , y / 57.90 /'57.30 5'1.20 o r t I ~ , 57.38 58, ~0 t 1 4> ' +~1 57.70'/ ~ % ; ~:r{ ( ~ +11\ `~°~j I I ~ V! W ~ N 0 \ , r Q '3 W, 57.40 \r- 57 70 b ~ 4.) h ' \ I I I I r ~ + ~ a~ ~ / 46• ~y ( l ~ \ I I I a w ~ Z i / y '''Sf , s: '6 v i ~ t ~ I j 1 I U i ~ 7.70 I i; ~r~~\ ; c~ 15<~h~0~g 56.70 ~ ~ ~ _ 5 55.93 ~ ; ; 1 57.20 I; a; ' v ~ v I, ,I; ; ~ I~ ova aaaaaaaz ~ , 1 ~ „c~ ~ h t 57.00 ` 1 Ci 's~~' " 57.4 ~`t' ,t, ° ,,o aU 1 d` a~ ~ I ~ ~ - . 4, ~ , s~: 56.50 h;a a,h' ~ / c;r 4~ • I ! h6• ho• _ ~ 4,0• 1 ; I I I I I I ~1 I I / 1 I r ~ h V b 1 I I _ ,h~ ~ 57.0 ti? ~;'bj,: t• a u,4 a_ , + 1 57.4 / I ~ ~t~ 1. 0 i t ' ~ r I `iR 4;` 1 i „'fi+ ~`5 ) h1+41Y~'+ ~ / 4, I\ ~rc~'~Itr7•~ I ~ +,~o~ {h } ' ~ ~ Q. V II ~ ('0 / 57.8 ~ ~ - / , \ / / 57{30 I ' 54.12 ; 4, ;A 0 ~ 57.00 „ a 1~ X 30" FRCP ~ ' ~ 4~'I r' ° 56.50 4,'. 4 \ LOPE( 23%°1 57.40 ~ ~ / ,'1g'ym ~ ~ b?i3.6t11 tio' ,'~1~ ~ Z Y ~ ~ c p ~ ~ FRCP ~ .6 ,1 r,~ ~ ~ ~ '57, ~ +°r1~ ,~v~~. ) 57.20 ~ _ - w ^r°• _ S-19 >ct r ~r i 57.50 + ~ ^~3~:~--~;,.x,.::~;,h~+;,.:-~~~:.~-:.~f~;~ . ~c__~~:>.~ 23%1 6~ 56.90 4,,~ v 6' ~ ~ 6° FGI 7i~ - e; Ln 1 , 1 ' v ,GRATE ELEV=52.47 + \ 1 J I ~ , 53.35 I ~ / r ~ U ~ FGI 4,`,t~' 4;>L ~ ~ NORTH INV=49,17 p'1 s 60 ' S- 1 ' I ' I ° ~ ' ~ ,~57;~00:; ~ FGI / 2,~ 1 I ~ ~ ;1'' h / I ;,e~' ECEV=55.46 / ~ \ ~ti I -~,~,4,; h, c~. ~ • h~ +4 h! , GRATE I' I ~ GRATE ELEV=55.85' ~ / ~ ~ _ ~ `:1 yY~V+ ~ ~ ~6. ~ ~ ~ ~ 56.98• I- - ` * + c~~' i i H r NV=51.01' 1 ~ \I r \ $~UTH INV=53.09' i j ,y1 ~~6 e`~ ~ .o -p ~ 71ry ;JEST INV=52,75~~q'' \ STORM SEWER MANHOLE ~ ~ ~ a +h 56.6 ~ I / ; ~1 -.56 4 , ST4~~1V=52.10' e`' I `til c~~ / / ~ ~ 56.50 1 h <,L, . ~Eg.. 4 / ,h ? ~ s,6` , h1 • m C V ~ N Z ' ~ ' , ~ r =52.10' ` ~ IN ' SOU~~i INV 7 P ~ e. a ~ i I ~ 6~ti RIM ELEV=56.53 I + 'rn ~ a~ a ~ ro ~ ui / \ ~ / / I 7.~ ~ o ~ tc \ , `k'1'' j l ' BOTTOM OF BOX=49.53' f ~ s ,;tti 0 0 U Q c~ ~ ~ i~ ~ ~ s-. / / ~ / / , ~ I .,t7 r ti' 57.30 ~ ~ r I / ~ r~ S-~1 / ~ I <; ~ h 0,56.80 ~ ~ r4.) ,p / h r I~ 1 ' / ~ / I ~ a W y t, a I nti to ~ o,O -~n'~ --T"I r~ ) ` try ) r \ - I / i ~ REVISED' / / +--T---- w------ - Z - - - - - 57.60 /7 ` x w + c~~ '`t'6' STORM SEWER MANHOLE t;~?~ t6 ~ti '`~,'+'6~ S•' i , ~ . I / / ' 12117106 ~ / 57.00 / ~ qw n~ 1;.0 6• URB INLET Q +4i It ~ + ' h~ S~2 / / / .y :7:~J51, ~ , e"~~ v.o I ~ an t 1 ~ ~ ~ ~ / h~ ; ~ 56.50 X w ~ 57.r57.~.. 1 I I ~ 2 / e i i r h. ~ t 1 ~ ~ / i ~ i ~ / I I d, s7s9 ",4`~7t~~,ir, - 0 6 6~ I ~ rt MELEV=56.53' ~ 4r- ~ ~ + , / d-J h r•i" ~`~V=52.39' + 4j • h,~ti^' ~-IROAT ELEV=56.26 a 5at1o ~ / / 57 ~ : o ~ / S-3~ o r , / ~ ~ ~ ~ I <76'~ 4~;~OTTOM OF BOX=49.03' ' ~ h (~ORTH INV=52.61' / , ~i 12' rl~ GOP 1' 1~1 ,~h ~~h6~3p 1 c; ~ :o~~ ' d q ( y,~ M c6 h'1 yC7' ,1 h1 60' 6`.'~ , ~ 57. ~ I ~ 0 6 o ~ 4 ~ 760 / .Q ~ h I ~ 'a'1' H ,~c~ ,h 1 - _ 1 r,. .716 0' 1 ~''~r1' o-o. _ _hU, ~ a ,o UTH INV=52.49 J ,S~ ...',7.71 0 '7 ~Iti LL / b. ~ , r~1, , , ; , ~ / UPER E R 56.90 \ ~ ~ , 57.10 t ,~.OD< ~ \ 1 '0 61t°..t7h4r 1 h6_o-6 + h ~ W 58.30 I - / ~ / / ~ ~ ~ ~ ~r 1 - ~ / ~ ~ r ~ t 56.40 r ,,r h 57.80 / ~ x, / , / / I " ~ ~ e / 56.60 " < .6. \ t.;~~o ~`~,~U „a_ ~ oti rrURB INLET ? ~ ~ "5^c PK6.G1 , \ h W ~ 1c ~ ) v. w ~ J 1R> tkr , Q h ~ti~ 1, C-1 -SGL-N , , ~ , + ' ~ I / % / ~ ~ ~ / t Qv FGI ~o h \ c`?' 1 0", + 1 ' - / r' ~ a 6~ 1' s, ~ ~ ~ THROAT ELEV=56.43 0~' % Fr`6° io'% SS\ Mti ~ ~ ~5u'4~''a6 7 C~ +0 0 ~ r^ , ~1. / ~~ATE ELEV=55.~ c ~ ~ ~ .--r- ~ ~ / OR NOT NCL. G RD CEN ER :1'112 2 S,F , ~ I <;~~57.30 R ~E ELEV'55.48' +h Y~-, h / / EXISTING ST E~( / ~ G A, I / / - . 57.$U 56.8Q~, I - .76' h \ 57.10 _ i +6 ~ ~ ~ ~~'1 ~'o`' ~~`~ii~INV=52.37' ~i NORTH INV=52,35 ~ t\ 57.10 NORTH INV=53.54' ' 1 I 1 ; ti~ ~ 1 ~°i1 ~`'k :3• 1 SOUTH INV=5228' ~ ~ > I~1 I r ~ ~ ' / / EXISTING GRO S S,F: =±11,9,530 S;F. / / ° NORTH INV-,52 4~ r \ / , t~\ v ~ rS r 57.00 / ) ~ 56.60 ' ~ , "~`'46~~`?t,6'o~~ ; i 4E,~ G 11I ~ 1 I ',°~ti ` 1 / / PR ~ POSED GROSS S.: NOT'INCL~AR EN CEt6TER ~ X15 ,494 S:' . i a > 57.0 , n. , ~I v 56.60 r r I . p ~ ~ ( ) ~ 4, 56.5 ~ ~v v ~ 1 I ~ I / / / / , ~ ~ / v \ r \ v I 1 ^ a~, Ill ~ % PROPOSED GROSS S.F. t15J,990 .F. X I ~ ~ ~ r . ~ 1 r9 a \ I ~ I / ~ PPROX F.F.. - 58.00 ~ ,a' ~ r, 40 4r>x ~ 1 V` c,6~ 4)e>' 1 • ~ ~ ti~'~ ~rt~, ~ hr I 't~' ~'y , 6a ~ ~J ~ I 1 / ~ ~ 11. i., h h ) v a t ~ r ~ / r ~ ) I ~Y~ ~ I I / ~ + + 41' ti~ 0 , o v I ~ i / ~ / 57.8, ~ ,t h ~ ~ h ~ . y' r t ~ , I, v / rv / / I r I , _ / / i d~,i~M1 + ~ I I r~~d'` ~ 6C)k1 'h~ ~ 1r'' 7 +h~~ ~ N +h I`\~ ,y ~ i , 57.30 ° 57.10 h~/ / \ / 4> r \ I \t r ; / / y 57.50 y,: 56.60 I I a 57~ 57.60 1/ i I ~ a• ~ 1~ Z ,1 r ' 57.00 , a------ ~-~7~. C' ~ ~ ~ I ~ ~ i a ORIGINAL ~1- s1J ~0 - 'p~'. ~ - - - - ^j~~ - - - - -4j ~ ~ Tj~ 4[y !nl v Y I D~ ~7 1 + - - ~ + I g1 rj~ ,,x 4; ~ ^~w RECENED Q ~ ' 57.50 ~ / / 1, + I + + I + 57.60 57.60 / I 1 6 ~I~'} I i°~ I ' 6h 6q~• ~ Ory + i~, 4~' c~, Z ~ 1 r / i / ' ~ ~ I U0 I ~a - _ ' / ~ ~ I v ^a I h~' b" I 57.10 ~ 57.10 % cS•Vc3~h ~ o @i"i 1 r0y 0 ,,@4jb' / + 6b ~n1' t4, {x~' ~ + ~ ~ ~ ~ ; I ' 4,~'t, ~ . 6~ SAP 13 200] ~ ~ / f 1 ~ I 7.32 I 6` .,5~ 6' c L ~ h / t, ti~ 6 ,0 6 I H~~ of 47 v~ 4 / 6i ' h`1 I PLANNING DEPARTMENY +'b 1 t / J / / 1 h n ,tr 4c,~ 4~• 1 \ ~ II, + , 1 j + q, o ~ ,Z~ ,L5 CRY OF CIEARWATER 2 , - / / / r a 4 I ti, 11 / ' % I' a. , j 1 ry ~ ~ h~' 1 ~ + i ~ q y~6;~ 4 6 hr. ~ 1' 1I ~ / / i -f''~~ -----55- r 57.50 \ro / / I / \ o / \ I / ~ , ~ ; / I ~ .r. 4t,.'., ~ (57.00. 57.50 / f/"-56------ (kl,;-'- ~`''61 7h`~ ,.±c,~'~`"~iM) Y•__ ,~i y'/' „4, ~ :4 57.00 / .h ~ ~i a 4;1 . , h~ 0 n1 / e~ ~iy ~ ~ 0 ~ ~ yw \ r ~6i ` 0 0~ ~ 9 1 1 ~ ~ / 57.20 ~hr 4°' ~.o I / 1 Q I ~ / / / i f+ FGI +c' ti ? +0 / I I , / I = ~ 57.50 ~ ~ 57.50 'FGI c + + / ~I /~,y ' ~ 56.70 I EV 55,54 h I `L / ~ ~ / 14. ~ GRATE ELF ~ ~~57.00 o l., ~ ~ '~~.°r~ e, =53.22' o ~ , \\57.00 GRATE ELEV}55.59' ~`'~~h,1 ~ ~ I\\~,.~ s~~- y `5S-~,,.~f,isxn^• 6~y~i~~+j6 :71.1 STORM S~WER MANHOLE G~Gn I - ~ - % ~ / / ~ / / / 57.85,?.~;,~h I SOUTH JfVV 2inra,5~' ,~t' i ~ ~ ~ y4h ~ I~" I ~ . ' ~y~ ~ ~ RIM ELP~/=57.52 Sheet N0. ` + V I Vu- i / / / / 57.70 +1 4Q, I t ooz SOUTHWEST INV=52. v~v~1 - °Yn \ `4J1~ ICJ 4~ r 32 y?. 2.~5 u 57.00 57r lb9 hS , t NORTH INV=52.0, + 57.90 - ~3~ '~iC>-t'?o 18 RCP 4} t / U. 41 - tt• ~y t MATCH yap ~ \ x z12 •,-5 96 4 MATCH LIKE 0~7 / i SEE SUBSEQUENT SHEEP i r 57.10 , o FGI r~, ,.,'ss 2a .86, , Vc THROAT EftN SUSS -PUENT SHEET G ! I ti ~ , ~ / / / 57.0 , o F I \ y~> e+`MATCH LINE I ~ ; ;+'ti / 1 ~ o~ ~ ~ G x,vv a~' ~ . ~ ,r' _ , y',.... \y '4'°' , ~ \\I ~ 4.~ r~X~6%~ So`~ ~ . ti'; THROA = / ~ ~ ~ 1'57.55.1 6 56.60 h ~ ~ - ~ I r GRATA>~LEV-55.45 <h r I SEE PREVIOUS SHEEj ~ \ y ' / ~ 57.05 1 ° ~ NOR ~ I 5~~56.80,~ h,`~ o ~ _ /~fi~s~d a ; ,-~sZ,oa •.,l ~ ry~'\~ MATCH LINE 1.~~=51.27' b ~ / q 1 , / / \ 1 ~ r ~ _ _ h° ti~ 57.151 w o - o ,v h ~ ~ / \ ~ / _ r~'""~>~:~06.6~ "57.22 \ a. / \ 8.50 ` ' / 41, . ,1. 56.65 ' ~ ~ SOUTH ~1>J'V-52.87' e ~ ~ ~ ' 8.00 h / / S N h r ~ / v 5.5~54aG,~~~. ~ ~~./9'`.~<2s,i U v r~ SEEPRFrs.IQUSSHEET ~ MI6 ~ I~ /,~5 yl ~1 i % ~ o' - / ¦56. 3 ~'i: 57.}55 + 1 ~ 5 hh"~ 004 + I e, \ ~ , I, 57.40 w / a ~ h ~ 1 4h 1, rb \ a r 1 1 ~ ~ 1 / ~ /I r~r, 'mil ~5 .91 X 5 ;Y' r "7.31 t c~`~' ~0• / \ i 57.9 , , Citi I y~ g~ ~p\~~ b~` bM i , d 1~ dfj~'r'>l ~ xa,r :7.24 1 (~a~~` y1• ~ ~ ~'1• ~ • ~ h~• 11 INV=52.7+ ch, i~ , ~y/,~,1~`2,A~+'~~!3y'~i''" 2 x56.9$\ h"' - , 1 r ~ 57.40 - w , ~ x ~ k ~ % r/ ,~r//fir ~ S• d.32 J'S6.71" j o~ ti ~ {7 ~0 2>~ , ~ 1 I 1- ~ . 56.90 / o , h 1 + r' <; ~ • ti ~ ~ ~ ~ GRATE ~LEV=55.21' ~ ~ ,,ti ~ r, 57.91' b ~ \ , / ~~^^.r `1c hgy ~ NORT <~MU=52.71 ~,1 ' y~~h < ; `~,%;:E'3 ~~4+~ M57.83 1A ej"' `'~h• h * c,`'• 3277AFruitailleRoad a ' i' ~~•~r~G, ; Sarasota, FL 34237 ~ + 57.15 , _ I e° r I ~ i ` SOUT+~EAST~INV-52.83+ + o, _,-'CS'~r i\ r r / r; ~ 57.57 J 6 0 6~ ~ 5°~' r"~c~'~-'" cc,?~ 3~.t ,rv ~~~*r f//`,~, ~ G 1 " * ~~1/s;•n~ `'6 > 5 h h h Phone: 941.365.4771 r : ~ \ ~ , 56.65 , \ b ~ ~ h o I '6 { ~ ~ ~0 c~ ' 0,5 t ch' ~ a "~1 q~hb cbW~ + > <r ! ~6;, 9 o~0 4 Faz: 941.365.4779 cp,W~. 1`6~h~~yh0~0 / jr'~''i•fl' ; 1 i; , "SF.~y' 3 S^ + { I v ~ / / ~7 b rrr l ail 1 ~ / 1~ h 6 1 ~ ~ 57 `Y rho l %rr ' l . j 1 ~ 1~ ti gt ~°7 1 ~ ° ~ r ~L rb~ x,,,+ I 3'S `v~ r5i'%r'rr y/Y~ ,w`KS~' ~ ~ S6>5~6~ ~h+ h`.br~~ CErtt~[CateO.f F ~ i ~ r r,, r i 5~. r 1' , ~ ~ 5 6 ~ ~ ' f , g 1v , _I \ , / / i% { it FGI h~ ts"` ~ +h b~ ~ r'' `fix' `'1 + , ~ 7 ~ /'~!~1 ~r~p - ~ r/!/d.,'' - ~u.`~ / •5 .z5 - sss~s~s • z yh~;,~,+ ~ ~ Authorization No. 3215 ' REFER TOSHEET C-13 46` ~ *t~ yy Qzoo7 x / / \ I~ r _ / 1 ~ ~ \ ~ ~ GRATE ~LEV-55.81 Qof f ~ ~ ti-5 :6 ~ ~ + _ r vi / ~ / ~ NORTHWEST I~.V=52.2_ I I ~ d,~ . r ,r }.D1'V=5J:6~6' ; ~ ,~.`~~794%%%,!;, xw~~i ~"'"ss. e'FOR ROADWAY "5 92 OVERFLOW STRUCTUf~E ~ En I n. 1 57.80 ~'-1~~~ SOUTH INV=52.03 ;~'o t.' - cr ~~1 , / ~~'1 /,r / ~ - ~~i"~~~,,"56.1 ~,r "5n 6~+ h'y~l gtneer5 ~ IMPROVEMENTS TOP ELEV=53.14' I / ~ I / / °u 57.15 ~ ~ - r•~ ~ 9::.,, ~ I~ \ I ~ 5q,5~° F9 56.65 WEST IN~=52.11' s~ bti ~g i / ~ 1 iw~~;ri: 'r _~,lal ,ice ~ ~rER -.01 ~G. 4 WIER ELEV=51.10' ~c+ Surveyors i + + ? \ ; / 1 ~ ~ / ~s3~3f~ ; •5s.5e SOUTHWEST INV=50.12' h .,p / ~ / ~ / D 5 * Architects _ I \ `w ~ 1 h , c _ ~ NV~51.92' r ~.57`- I X r / 1 ` c. = c~ ~ ch. ,'r ~ c)yc~J Q ,~`2. ~ ,Y / ~i.•~"' "5~>" '"~5l' STORM SEWER MANHOLE + ~ 51.92' r ~ :a •56 ~,~,~,1,1~! ~ ~ Planners O Y / r ' 56.'6 I f^, f s~ ,ti fit. I 57.90;1' ,1' 57.60 ~,6 ~~10, v,_ - - hrO~ y~~\^,~`I~ih~c~ ~ ~/I \ 7 b + h , r, r 1 RGe ~ ~ ~v•' , gnu J "5x.43 ;5.94 RIM ELEV=56.53 / / .~.w~~ ,e, BOTTOM OF BOX=49.03' Landscape Architects h1 • 1°` 1 A 1 + I Y 1 \ 1 • 1 ~y' ` I 11° / ~ i.~, \ 2 i 4, 1 r \ r / ~ ~ o ~ 57.10 a ~ ~ E +h ~ + ~ , i bkS ~ ~ h` r~:l a , h `5., 44 ~ / = "56.2' use INVERTS INACCESSIBLE ~ v, ' /rr ' h ~~A'f" 1 ~ +h f - - I, ~ ; INV=51.25 - `~~}3 r,'}3 ~ ~ 1,.' ¦5618 r' r' zJ ~ "55.9 Environmental Scientists ~ ~ c~.>~. ~ CONCRETE BOX 12.5'X12.5' STORM SEWER MANHOLE I ~ I ~ A ATE ELEV-56.26' I , ~y - e, I ~ I _r'.r- , 1 1 r' -'I ` f 0 F ~ R I _ / ; yC~ ~ r ' r' r,;~/i ~ , ~ ~ I t, ~ , I I \ r 3g h~AST INV-53.46 x~ ~ ^ ~ - / / ~ , _~r xx h',-" r ~ r ' ~ "'24 STORM SEWER STRUCTURE RIM ELEV=56.53' Construction \I 1 / FGI 9 56.53 \ x57.1+,1 ~r / , r ° o . vy,a'.- a r/ / ir'S 2. f / ~ 0 NORTHWEST INV=53.8 - , 1 r rrr ~ ~ f ~ ~ ,/'f = f. , ' . g TOP ELEV=56,23' BOTTOM OF BOX=49.03' Management f `l 3 ry GRATE ELEV=56.37 'S \ ~ , 4 ~ 57.80 irr : - ~Mr.~ r'r~i ;,a. "r r 1.,^ r~~r I NORTH-NORTHWEST v e~ WE58,(~V- 2 93 ~,`ti r + Q r, r'.' ,;r,r,>~ / r ~s.5c BOTTOM OF BOX=48.53' INVERTS INACCESSIBLE Design/Build f ~ SOUTHEAST INV=54,24 ~ _ { h1. r 57.30 ~ 4 CP % RC ,!x,5.° `1>x` :'r~~,;~ r' \ ~ INV-53.46 1 r ~ ,29 1 r\/ r' "_--5Z.5Q- \ 1 rpj / 0 2Q i'-'% r rl~~ it f tih I x56.11 ~ M1~'' `.,4.65 INVERTS INACCESSIBLE 1 "56.11 "56.4D j 1b <ti f j \ ~ \ l -57^I - r x~`*:~.`-~" /SLOPE, h rrruy /r ~iJ I hh off' 1 1 ~ , / I h 1 / ~'1 / h' ".F, / r r' I 1 :,~~~~4 POINT OF .TERMINUS UNKNOWN 1 ~ - i ~ . + +s 1 I I ? C~~' ~ / ,~z h 57.60, h 'r~ ' r~~ ~ 'i ! ~ f • ~ r, z °J,~ c' I 1 I h0 gh 1 + » I rr + t;~~ h 57.1' r'' r, /fir „+U>'~c ,,7 ~8~ U5 a,F~" 1 r-,/ ~ ~ CONCRETE HEADWALL ~ w I ~ ~ ~ + + ' ~ .19 ERCP i ~r 57.50 h ~ =~f ~ ~ x~)5.s°, I \ N ~ f~ ~ Z:~O 4~ ~ / ~b[.43 i//.~if''' ~ i r `0 b Jf I ,a ~ ~ t ~~'SLOP .2 I 57.00 .h°' _ , ~ + / •66 .ss ~ ~~d~. PIPE ENDS ~ 1~i: f ~ y : ~ ~ I ~t 57.40 r 31q~. ° - ~I ,r / ( ~ ~ , I ( r ° ter- ! / Jo.t~? 1 - S~~ rr rlbyi~ `+``:1T I g' r\ Iq°' c ! i/ ~ hg'r--" .56.14 r'~4 , / r ti \ ~ ye' ~ EAST PIPE INV=50.40 ~ , w b { , ".56.14 ~A WEST PIPE .INV=50,32' ' ~ . " r; °o~- I ' b ` ° o~ by \t 1 h15 , : ~ , 5 /1U ` !I rr'',~b'; + f r,r 1 1, \ h~ r % , ' 11 ° ~85,b y^~./ ~4 , / ~`+h°~' _-`,5en3 `~5K.03 ~ U D ~ , +h +h 1 ` 1 - , , ~ 6.60 4. .35'~~ / . / ~ ~4 . "55 ay STORM SEWER MANHOLE 7 ~ ~ b _ 6, I \ /j. h1 / ~ r / f \7 0' 4 ~ h 7/" i' • ° / r x55.!1. + \I ~ . `1ti F+ 6 A ~n. h { \ 1 1• / r ~ 1} 6.90 / a• ! / 4.+~ / 2y, r f , + ~ RIM ELEV=55.47 a b 6 \ c h' r' / /i, d%_-" 55,4h rr , A ~ c~ v ~ i 1 ~ v r rr5 h h ~ ` 'r /i, ~ r.- •.+g . r~, / ~°J , P\ r 1 ~ ~ t~P + i1 .40 rr, ,,g f r!; % 'i'' / xy`J.5' r t ~ 0 .EAST INV=51.92 (18 RCP) f \ I ~ 17 i 1 { ' 6.40 I~I\. ' / , rr x55.so ~~'u.- a \ I 1 1 h a, 11i111~ ~ ~ r hf+• rr ~ ;r hG>/' o , WEST INV=52.07' (10' PVC) • ~'-~--'-fir` k hG:' I 1 1 b y 55.90 I I :9. F 1 r rrrr 5. 0 -Y ~ - ~ 1 W ^i b C~ht;''"+, r I t 1 . _ =51.8 ` I / / rrrr 57 ~ .j ~s - o ,~'.;1' o ~ ~ 56.20 b ~ 'i4.7z x 6 0 v 1 I ~ 1 T h ~~4 ~ ' _ , ~ ' / 55'~ ~~/ti/ ^~L' ~ . / v h . ~ ~ h I 1 1 I~ 55.70 'h'y d ~ o ~ - r' 5 '~lJ.55 ~s5;'M1,' ~v; ~ STORM SEWER MANHOLE \ / I h0' 1 S ~ ,ti hti h' 1\ 'c~ Xr~ -2$~ x~.3 x55.51 % h% ~ / 1 h h , ~1~ ~ RIM ELEV=54.84' m h ~ti ~ / I h f, v ' Q \ 1'7~ ~ ~ h~\ h 0 - 3~; Q - J4.7,S , ~ ;'>'I i O\ G NORTH INV=49.29' P ~ 1 `~J SOUTH INV=4i~ ~ 0 20 ao ao 4 \ a b .i i QUO ~ h 1<> by ti \ 1 • I ~ Ih ~ r' 4+~~ 3-2 J ` + 1~ ~F'~ , h { f INV= .38 F, \ 5~ / off;' 1 / / 0' I b \ , .r'' , \ ~ ~ ; ~ y. 1 55.31 h y; J ~ PIPE END (10" P' „ / Gr 0' ~ ; f' 1- I r/ 5 c,~ F ~ ...x.33 ci h r,i/I ~ S S, s ~~~~,r ~~P ELEV-53.51' / yti r ~ /f /r Ir.~ , ~ uu x55%5 ,x54./ i J.15 t/ iV ' Vt' I r ~ ~ I -fl r . r rir/'' ! t 5~t e ~ r CONTRACTOR SHALL CONTACT :s h' 4`~' i~ I I I h'. ~ S~tiS'0 I rrry ~,/1~ ~ ~ 1 I ° ,r 1 , SUNSHINE STATE ONE-CALL OF FLORIDA, INC. ~ 1-800-432-4770 FOR LOCATION OF ALL UTILITIES, .W i~ b. n.r ° / r ~C, i ,~d.~l I f X3.94 X4,66 r i/ i, ,.`t I 1 ti h ~ r ,~.~f , x54. r ~ + i 1 r .rc., f h , ~(r\~ " r / ~;r ~.{'~r"i I I x~4.~5 I ','1 q,r c, ? ~ > 1 \`~rr nr l 53.~i7 r AT LEAST 72 HOURS PRIOR TO C, ~ ~ / ,1 5 . h, t 1 / \ x r ~ h ~ , ~'r ~ ,;2/I'f ~ r ,fir / ~r~, \ /r ~ x I„r 4.~'6 BEGINNING CONSTRUCTION I ~ i.y' / ,rr p„ r`if / 54.39 G I h^ , ~ . y- r ~'i// i/P~ ~'i~~~~ /~i ~ x.,h.51 .x c / I di ,/r : J$..Y : r / ~?ri rr r F : / ~:fi) •y / I 1 ~ ~i'~~ x .46 F" ~'°9 ,irr r/ - ;x53.49 3. .55 1 I it1 - _ ,r~,, ~ ~ r4, rv h, r ~i y~~ pq ~ /mar ~r 1 x54.,1 r" ~Z 'x.59 / I I v c+, :0 , 1 j° , rr , 54.D x~4.;x' n EROSION AND SEDIMENTATION Q Q o I I h~ g h'~ ^ .19~ rrrrr~ p30. rr rrr / ~ , Ti . r, / I ~ 4ry ~ ~ r/i~r,53 r /rrr r, 53,,5' r I / r/~~ r X53... ' I -:^^S6'~ ,r s'`J ~ l~~a.i19 ~j/`i i'f ~S. 0 /r w$~62r % ' c r -%r'~~` rti r~^ ;r ~ ;r ~ x~~~:~5 x ~y .,3.a / P IN~~ OF TERMINUS UNKNOWN - / I,~D ,rrr ~4f7:r' r rr J r x'~ ?~xS .J 1 O LEGEND CONTROL NOTES MAINTENANCE OF EROSION CONTROL MEASURES IS OF ~ / r ~ , ~ REFER TOSHEET C-13 'z~- tT.c, TOPbF CURB PARAMOUNT IMPORTANCE TOWAL-MART. THE CONTRACTOR i / , , 3r~~ OR ROADWAY STORM SEWER MANHOLE rrrr / / , r:+~ /r x+=/ ~ '^x"..01 (E.P) EDGE OF PAVEMENT IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION U U t~ r IMPR V RIM ELEV-53.70 / , ~ r 0 EMENTS rrr'" / i l r ,r ,r ~.'r.1 r .;'(~~J / ~~.,ir/ - r » TOP ~OF WALL CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION 0 0 / / ,~,r k4;~r5 ~ i% x5~. x5s.c ;.ta / EAST INV-49.95 18 RCP) j ~ / rrr` /~.A~ r' rr r/>;r! j1r,,'~ ,4 - » ,./i irr x,. F;-, WEST INV-50.23' (18 RCP) (ew) BOTTOM OF WALL CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE rrtj5 ,r % rrr ,r , t. Y *`29t x 3..i 5. - ,r ,r a,,~ .r,5- ~ s3.rz . ~ STORM PIPE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. U U ' ~ x~3J.os r' x , 4. POINT OF TERMINUS UNKNOWN - -27- - PRO'OSED CONTOUR ADDITIONAL EROSION CONTROLS MEASURES MAYBE 0 0 rrr'' / r x52.3 / x53.`. \h REQUIRED DEPENDENT UPON THE STAGE OF - - - - - SUB-BASIN LINE CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT J J - rrr ri r / Q rr ~ x=~ 7vw / ~ p2) ~ I' ~,'ri~ r r r ,~`3~ -r, x53.30 c, / 5-,. 70 r, r r-S' ANDIOR AS DEEMED NECESSARY AS ARESULT OF ON-SITE rr u rl~~r r r ( ' r r ,j' r~51/~~ , ..r?,299 5i ~ .x52 GRATE INLET INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR „/r ,r i~r~ I rrr rr r//~'~,,y rrr , x5, / x5.. ,.-53"' ,r~'', ~ 1 r ,r rrr ! ,r~ r r , /r I f :>7_.59 iI 1 c`;' CuRR INLET THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL m m r '-irr'~ rr ' / -'rt-%> c ~ .x5~2~rr ( °3.25 ,r r / rA'49.a3 rr rr .12.47 ,,_..3~ r'x51''`~;: 7 / • MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST ® RETAINING WALL TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE ~ ~ %52.47 J'.b.i \ r rr r- i~ x52."~ rrrr r,r x' r? 51,~/ 1 1 ~ r/ .r r~~/ fr xJ1.S6 r/ / rr rrr RESPONSIBILITY TO ASSURE THAT THE STORM WATER ~ ~ 7 I 82ir rr i/ r,/ r , c...1 ,i~ -x-x-x- 6' CHAIN LINK FENCE DISCHARGE FROM THE SITE DOES NOT EXCEED THE r, r I I x ,,.r / %~i'~ rr /x~ x52.E2 24 ;'I / ~I I 1~.6~'r rr ~r r' rr r' 32.27 x:11.51 % ~ rr TOLERANCES ESTABLISHED BY ANY OF THE o o ~ r / ~\%F~?,~'xr., CQ;K ~~rfd.,r r,;%r r,/ r/ 5~.r~ x52. ~}i+ X~,I.,;r/_/ JURISDICTIONAL AUTHORITIES. c~ rn ~ t7 , 1 rr/ 3~ / x Jn / / rn ~ 1 r: _ r / 1 ~/rr~~-~ x51.35 rr x52..65 x51.45;' RETENTION POND OPERATION Q Q a Q Q a Q z AND MAINTENANCE NOTES x52.14 x:i'l. d1 +h~.97 1 "~,3~ ' r~. x52 .i' ~ x~ .4~3 x52.ta fI ~ 2.1 1 y "?6 / ~5i2~ J2.(1 i-'r;''/ / Ir / ~ r rrr 2... , _ / v ~,,I' ,rf / rr r- j~ vrr rr x x01.24 ; 1. THE ON-SITE RETENTION POND IS OWNED AND MAINTAINED Y ~ ~ d ~ o ,d D. / / r d I ~ `~'~~T5 07.50 BY WAL-MART STORES, INC. Z Y ~ ~ II ~ ~ (9 x51.35 1r /~51~~6o x ' r'' '/x;;IDS J1.86 r/ Lr/ 2. RETENTION PONDS SHALL BE INSPECTED EVERY 4 MONTHS o ~ ~ FOR EROSION, EXCESSIVE PLANT GROWTH, OR BLOCKAGE ,±r~.08' x49.%+1 " - r xi, .r51..,1 , ri aryl.fi.4 r / r/ rr OF OUTFACE STRUCTURES. 3. THE SIDE SLOPES OF RETENTION PONDS SHALL BE MOWED ~ 5 t_____ 49.SFrr,r ,/r ,x50,A~ / ~T, J ~"fir rr x'5(!.57 AT REGULAR INTERVALS TO ENSURE NO LOSS OF POND .n .a .n '.'r X51.12 , n r' ; VOLUME. ~ ~ ~p ~ , , :'l ; ,r j / 4, ALL EVIDENCE OF EROSION SHALL BE INSPECTED AND rn 3 ~ o ui ~ Z i ~ ~ x 51.67_ r' / r ,r x[1.91 x51.64 r REPAIRED BYA QUALIFIED CONTRACTOR. ~ r a ~ ~ d 5. FENCE GATES SHALL BE KEPT LOCKED AT ALL TIMES. ~ ~ U Q ~ ~ ~ D- STORM SCHEDULE FENCESHALL REMAIN FLUSH WITH THE GROUND AT ALL s-~ TYPE "E"INLET CONTROL STRUCTURE S-11 - „ o s-2o _ „ o TIMES. Z O 117 L.F. 18 STORM PIPE @ 0.30 /o Q 20 L.F. 18 STORM PIPE @ 0,30 /o S-30 PER F.D.O.T, INDEX N QSUB-SURFACE DOWNSPOUT 0.232 NOTE: J GRATE ELEV. = 55,55 „ „ CONNECTION @ELEV. 53.00' s-12 TYPE "4" CURB I S-21 TYPE 4 CURB INLET ~ „ o ALL PROPOSED INLET GRATES SHALL BE RETICULINE STEEL. 0. WEIR ELEV = O NLET 27 L.F. 10 PVC 0.80 /o . 53.80 (SEE SHEET C-10) PER F.D.O.T. INDEX N0.210 e° E. INV. = 50.84 PER F.D.O.T, INDEX N0.210 TOP _ CONNECTED TO S-33 @ 52.23' TOP ELEV. - 56.73 ELEV. -.56.98 S-31 _ EDGE OF PAVEME _ ~ .SUB-SURFACE DOWNSPOUT W J S-2 65 L.F. ~ 24"STORM PIPE @ 0.00% EDGE OF PAVEMENT ELEV. - 56.40 NT ELEV. 56.65 N. INV. = 47.85 E. INV. = 51.71 CONNECTION @ELEV. 53.00' FLOOD PLAIN Q 27 L.F. ~ 10" PVC @ 2.78% s-3 CONCRETE HEAD WALL s-22 NOT USED , ACCORDING TO THE NATIONAL FLOOD INSURANCE Z ~ ~ _ 5.13 CONCRETE BUBBLE UP STRUCTURE CONNECTED TO S-33 @ 52.25 INV,-50.84 TYPE E INLET PER FDOT I S-23 5-32 RATE MAP (FIRM) PANEL N0.12103C0126GFOR ~ ~ Q NDEX#232 Q NOT USED QSUB-SURFACE DOWNSPOUT S-3A CONCRETE HEAD WALL GRATE ELEV. = 53.00 CONNECTI N ' PINELLAS COUNTY DATED SEPTEMBER 3, 2003, THIS ~ ~ I , PROPERTY LIES ENTIRELY WITHIN ZONE X. ZONE X INV.= - s-2a NOT USED 0 @ELEV. 53.00 50.84 S.W. INV. - 47.50 ~ 25 L,F. -10" P o IS AN AREA OF NO FLOODING. VC@2.76/0 S-4 80 L.F. -18" STORM PIPE @ 0.30% s-~4 CONCRETE BUBBLE UP STRUCTURE CONNECTED TO S-33 @ 52.31' s-2s CONCRETE BUBBLE UP TYPE E INLET PER FDOT INDEX #232 TYPE E INL S-33 EXISTING 24" X 33" ERCP STORM PIPE ''f U GRATE ELEV. = 53.00 ET PER FDOT INDEX #232 s-s TYPE E INLET G _ N. INV. (EXISTING = 52.08 FIELD VERIFY ~ W o S. INV. = 47.50 RATE ELEV. - 53.00 ) ( ) PER FDOT INDEX 232 S. INV. = 47.50 U RIM ELEV. = 56.8 s-ts TRUCKWELL PUMP @ELEV. = 53.35 N ~ o N N, INV. = 47.74 25 L.F. - 2" STORM PIPE s-2s NOT USED s-s 80 L.F. ~ 18" STORM P o CONNECT TO EXIST STORM PIPE Q IPE@0.30% ~ ° WITH INSERT-A TEE s-27 45 L.F: 24 STORM PIPE @ 0.00 /o ORIGINAL Z ~ Z RECENED sa TYPE E INLET s-7s NOT USED Q Q PER FDOT INDEX N0.232 S-2B CONCRETE MITERED END SECTION SEP 13 2001 ~ ~ ~ RIM ELEV. = 56.80 S-17 NOT USED INV.=50.00 N. INV. = 47.74 s-ts NOT USED s-2s °LANNING DEPARTMENT CITYOFCLEARWATER ~ ~ Q CONCRETE MITERED END SECTION s$ CONVERT EXISTING CURB INLETTO INV.=50.00 STORM SEWER MANHOLE s-19 STORM SEWER MANHOLE . RIM ELEV. = 57.45 RIM ELEV, = 57.20 E. INV. (EXISTING) = 49.84 (FIELD VERIFY) N. INV. (EXISTING) = 51.65 (FIELD VERIFY) W. INV. (EXISTING) = 49.84 (FIELD VERIFY) S. INV. (EXISTING) = 51.65 (FIELD VERIFY) W, INV. = 51.65 s-s REMOVE 4n I F ~'~n" RRP Qheo~ AL, AND MITERED END SECTION VIIGG~ IYV. s-~o CONCRETE MITERED END SECTION INV. = 50.20 I C"7A x R 63 63 x i - I I 62 x I 62 3277A Fruitoille Road I Sarasota, FL 34237 I I I Phone: 941.365.4771 ' I I 61 6 FT CHAIN LINK FENCE x A A Fax: 941.365.4779 61 ~ I I I Certificate of I I I Authorization No. 3215 ~ i 60 x I 80 Q 2007 I I I Engineers I „ I 59 x r 18 RCP I I I PROPOSED GRADE VARIES - I 59 Surveyors VARIES -SEE PLAN I I x - ( Architects I I 58 TOP OFWALL EL, = 58.( OF WALL EL, = 58.00 I 58 Planners y\ PLAN VIEW \ \ \ ii, //////~//////\//~//~/y Landscape Architects 57 \ .~~~i.~/v //\i/\/vr\ir\ir r\ ~ 57 Environmental Scientists _ ~.ii~./iil~~li,,/i, MATCH EXIST I Construction - - GRADE TOP EL. - 53.00 - - - _ POND BOTTOM 56 56 Management 4 4 EL. = 53.0 ~ "I Desi /Build 1 ~ 1r \ EXISTING DHWL=55.50 DHWL=55.50 ~J/\~/\~//%~i I ~ ~ ` ~ - 55 GRADE I I //~~/i~/ 55 I I I 52.50' ~ 54 1 I 54 ~ ~ ;°o I \ I I ~ o . . I I 53 I I ND BOTTOM EL.= 53.00 5$ U w. erg - ~ U . \ //Y/\ I I \ \ I I 52 I I I I INV. EL. = 47.50' I I SECTION "A"='A" ~..:.A.. I i GROUT PER IORIZ FDOT INDEX SCALE 1" = 10' HORIZ ' I 18" RCP I 1" = 2' VERT RT I N0.201 I m t L.~._....._._,. .~,.,....~mmm~..:.....~...,.___., SECTION 'A-A' TYPE "E" INLET /BUBBLE UP STRUCTURE - PER FDOT INDIX N0.232 SCALE:NTS 60 R 60 59 59 B I - 58 58 W W ~ SKIMMER PER ~ ( FDOT INDEX N0.240. y - I - J W ~ A A EXISTING V V GRADE ° "r J /~~~J/\ LI- LL ;4. I ~ 56 ~ ~ 24 RCP s-2 \ y\y\yy,\y 55 \ . 1 /\j~~~ 55 V U y, ~\~\\r\\\/\\% DHWL - 54.E DHWL =54.72 O Q w/vyv f ~ J J /\\i\\i\\~i~~ / ~ ~\\\\\\\\y\ 53 ~/i\/i \yy\\~\\ `~,\i\\~\\ \\\i\\> \\%/~\\%~y 53 ? m ?//~yi/~ B 52 ~~~i//i//%%//i = PROPOSED GRADE \ SHWL 51., PLAN VIEW -~~\i\ SHWL - 51.90 I / / 52 ~ N J\\j\\j\\j>~ ~~\i\\J~%\\%\\~ 51 /~~//%//i/~'~ ~\,\y\\/\/\\~ GRADE EXIST 4 ~ ~ ~ ~ 1 PROPOSED POND BOTTOM EL.= 51.00 /~/~~//~j~//\~J~ 51 ~\i\y\y\\ \,\~i\\r~\~r\\\r\\r\\i\\i\\i~\ /J/~/J/~//~// 50 50 ~r EL. = 55.55 EL. = 55.55 EL. = 55.55 SECTION..B..:.B.. z o a ~ ° ~ M ~ SKIMMERPER I ~ ~ SCALE 1"= 10' HORIZ 0 - p ' 1.0' 3.0' i i 18" FDOT INDEX N0.240. I i 1" = 2' VERT ~ ~ ~ I I I ~ WEIR ~ WEIR EL. = 53.8 I t EL. = 53.8 i _ - I i i I Q ~ ~ EL. - 53.3 - , 4.5' I POND BOTTOM POND BOTTOM EL. = 53.00 I r-- I EL. = 53.0 'D I i i 61 C ~ .Y > 0 ~ 3 V ~ ~ ~ Z I I I ~ / I i ~ N ~ I I I I GROUT PER I I 24 RCP I 24"RCP I GROUT PER !]DUQrnO~LL FDOTINDEX i i i i FDOTINDEX 60 I I S-2 i S-2 60 N0.201 I I N0.201 c ~~__-m I INV. EL.=50.84 . , I R 59 59 PROPOSED GRADE 58 58 uJ. 63.00' SECTION A-A SECTION B-B 63,00' ~ N ~ W H - S-1 ~\\y~\\ \\/\\~\\~\\r\/\\/\\~\r\\\ TOP OFWALL EL - 57.00 S 1 TYPE E DROP STRUCTURE %,/i~~i / /i /i / ~/iyi / / /i ~~r ~ r rrr, y/~i/////////r SCALE: NTS ~ . / / ~ ~ Z°- ~III~ 47 _ H ~ W ~ 56 ~ 56 ~ W a 00 55 55 ~ EXISTING DHWL = GRADE DHWL=54.72 Q Q ~ ~ N ~ N 54 54 Z J W 0 EXISTING 24" STORM PIPE TO ~ I- a ~ ~ 53 BE REMOVED 53 ~ Q ~ ? ~ ~ ORIGINAL ~ ~ Y ~~i~ RECENED U 52 SHWL=: / SHWL=51.90 ~ ~ 52 ~Gf 3 201 ~ l I \//\\f y\ 51 POND BOTTOM PLANNING DEPARTMENT POND BOTTOM EL = 51.00 51 CRY OF CLEARWATER / ~j`// ~ /j / ~i 50 50 Sheet No. SECTION "C"='C" SCALE 1"= 10' HORIZ IORIZ 1"= Z VERT RT LEGEND: ANITARY SEWER SCHEDULE NOTES S EXISTING FIRE HYDRANT 1. FIRE DEPARTMENT CONNECTION Y A SANITARY SEWER SERVICE CONNECTION EXISTING STORM PIPE TO EXISTING LINE @ APPROX. INV. ELEV. = 4627 SHALL BE INSTALLED AT LEAST 15 FEET FROM FACE OF BUILDING. GRATE INLET ^ B 14 L.F. ~ 6"PVC GRAVITY SEWER LINE 1.00°k 2. FIRE DEPARTMENT CONNECTION --0- 5ANITARY SEWER CLEAN-0UT SHALL 8E LOCATED NO FURTHER 3277A Fruitville Road Sarasota, FL 34237 THAN 40 FEET FROM NEAREST FIRE Phone: 941.365.4771 ^ s- EXISTING SANITARY C SANITARY SEWER CLEANOUT @INV. ELEV. = 46.41 HYDRANT ASSEMBLY. SEWER LINE SEE CITY OF CLEARWATER DETAIL ON G10 y `^`~~T`~T~~l~~--""~!"-~_ Fax: 941.365.4779 r . _ 3. UNDERGROUND WATER MAINS AND UW- WATER MAIN HYDRANTS MUST BE INSTALLED, ~ _ Certificate of -S- PROPOSED SANITARY SEWER LINE CLEARED, AND IN SERVICE PRIOR SAN~TARY SEWER MANHOLE SANITARY SEWE I aux .-ter'""'° ww" .r.:. ANITARY SEWER MANHOLE Authorization No. 3215 - TO CONSTRUCTION PERNFPA-241. 1' RIM ELEVT55.52' RIM ELEV=53.1 W- PROP05EDWATERMAIN ' EAST INV=,45,72' IM ELEV=53.18' Q2007 -T- PROP05EDTELEPHONECONDUITS , NORTH INV=43.i ORTH INV=43.66' ~ NORTH INV=45.67' SOUTH INV=43.' - E - PROPOSED UIG ELECTRIC SERVICE CONDUITS 1 1 , OUTH INV=43.74' ~ Engineers WEST INV=45.82 -GW- PROPOSED 2" IRRIG. WATER LINE (GARDEN CENTER) I SOUTH INV= 4.77' ~ q /Q ~ ~ ~ Surveyors -GE- PROPOSED (3)1"CONDUITS FOR REMOTE (GARDEN CENTER) l l UTILITY BOLLARD POWER , / ' `f' ~ /5 r a~ F"° Architects \ ~ E PROP05EDELECTRICTRANSFORMER 1 ,1 • 1 / S Planners i r l' S 5/ ~ Landscape Architects S • ~ Environmental Scientists ` ~ ~ 0 /S/5/ ..u. -sue-^` ~f 5/s ~ ; ~ _ > > Y. i..~ ~ f ~ 5 ~ COnStrnCtlOn v , ~ ~ ` ~lS` , Management 1, ~ " i 5/ \ ,a l 5/ ,r l 5/f ~ r ~ I I I I + 0 20 40 80 /l 1 ~I f5 f / ~ Desi /Build ~5/ -J ,,,a'; !i ~ ( I SCALE; t"=40' ~ ' ~ ~ _f , 5/ / , n\ ~ I VI ~ 40' EXISTING ~ 1 + S~ S J~ 5/~ OiQ / / ~ DRAINAGE AND ~ w SANITARY SEWER MANHOLE f ~ 5 f ~ ~ ~ UTILITY EASEMENT t , ~~r i ` , w RIM ELEV=55.26' 5/ ,f ~ EAST INV-44.66 ~ ; ~ ~ ~ - I 5/ ~ ~ NORTH INV-44.73 ~ ° i ' ~ any . WEST INV=44.56 r o SANITARY SEWER MANHOLE / f ~ ~ ' ~ 5 SOUTH INV=44,66' II _ ~ ,e ,f " r a , ~ w RIM ELEV-56.26 ; 1 , ti , ~ ~ _ _ _ ~ ~ / ( ~ is j SLOPE = 0.71% a ~ o EAST INV. 45.16 , N w` !S / ~ I Y. _ _ _v1_ _ NORTH INV=45.26 r ti~ / 1 / ~ ~ ~ - = i ~ _ _ _ _ _ _ -WEST -lN V-45:16=- ' ! ' O s ~ V i ~ \ ~i ~ ~ l ~ / 10' E STING D iy ~ ~ \ ~ ~ SOUTH INV-45.16' / ~ ; ~ \ AN[3'UTILITY EASE ~ , ~ ~ ~ EXI,, Tf G ACCESS PQR.rINGSA~II~A~Y~ I / SE ER ~ / w II a f \ s i s AND STRUC-T~)Nt'EASEMENT ^l i m ~ ? ~ re~'` t ~ \ / \ \ 1 'a ~ ~-~~~i ~ i ~ JMY = 0.16% ` S. s-s-s-s-s-s-s - -S-S-S-S-S--S-S--S-S 5-S-5-S-5~55~5 S - ~ , \ \ ` 15" RCP 55 5 5 5 S _ 1 ` , \ I~ _.f , r ~ ~ I : . _ ,rte 6 ~ _ - - -,AND- TfL-FTY-EA;SEMEN~1---_.~.-_. ~ " ~ ~rrrr I ! ~ - . -r I i i ~ y - ----_.L_-...._._ ~ sip,.. , 'aw ;,err , I - r ~ I t EXIS l'' A -EXIS 1 ~A ME I M~ _ r ~ I ~ II a i I '~UE + E ~ I I - - ~ r I I ~ , I ~ 1 ~ EXISTING WETLAND! _ i ""'"'r ~ 1_ T - ~ ~ ~ . ,n 1 I ~ STORMWATER :R I ~ 4i ~ WHITE ~ STEEL ~ T I ~ , ~ 1 ~ • EXISTING PRE- TREATMENT AREA 'AREA i ~ ~ EV~-52. \ ~x: ~ I y'; i I x ~+''44 I X I ' ' ~ I / i 1 r TREATMENT AREA; ~ ~ ~ ` I , I - - - - t i ~ / ~ ~~,.:<I i.._..~ ).mil 1\\ \ / Y % ' l I ` PROPOSED FIRE ~ ~ I I I I- I I / I I HYD ~ y„~~ ~ e RANT ASSEMBLY ~ i ~ ( ' r I I~ ( ~~'J a ~ EXISTING. W H IW- c o SANITARY SEWER MANHOLE ~ I i ~ " FIRE HYDRANT 4 WHITE COAT STEEL ~ ~ pp 1 - I \ / 4? I I I / ~ I n-... ; RIM ELEV=55.06 ~t ~ 1~ ~ ~s, ELEV=51.2' ~ ~ ~ ~ N , ~ , I ~ , , ~ ~ WATER-IOIAIN- WEST INV=46.73' I ~ ~ ~ ~ • Q ~ _ . I ~ ~ Q ~ SOUTH INV-46.76' ~ ~ ~ ~ ~ W I ~ . Q ~ \ ~ I ~ ~ I PROPOSED 6" DIP / . ~ ; I, ' . ~ ~ ~ I 11 , ~ I. _ ~ ~ 1 I I ~ I ~ ~ ~ i ~ I~ ' > J J a ti - I U U ~ ! , I I 1 I t SANITARY SEWER MANHOLE I a I _ _ - Tom, , FIRE SEfjb(CE Lf1~E I ~ I I ~ - ~ ~ ~ ~ i 1" PVC 1 t ~ ~ k,•-~,~ ~ RIM ELEV=55.33 I I ~r - r ` ~ I I I i 1 0 ~ I rr I 1 , . ~ ELEV=53.25' j ; o - - NORTH INV=44.86 ` ~ W , °W I "W _ , I I ~ ~ SOUTH INV=45.12' ~ ! 1 . w ~l , `._._-f~- - ,tiw °W 1 I I ' I II ~ of 0 ~ itl EXI ING FIRp ~ i ~ f ,r'` ' `T ~f t ~ ~ i 'I 4" WHITE COAT STEEL i - ~ U U I I I ~ ASSE BAY AN I I I _ - ° 1 :^I ~'I I I ~ - LATERAL B ~ EMO I ~ y f'r \ . _,,,E ~ _ 51.10' _ ~ 0 0 o , i I ~ I a _ - ELE%71' j j I ~W ~ ~ ~w 3.~ ~ ~ z r1 Q Q ~u / ~ - » ~ !';ail ~t ° _ I ~ y I~ 1 ~~,a ' I ~ , , _ J , ANITARY SEWER MANHOLE ~ ~ l~ ~ 1 h m m ~ 1 = I ~ ~ CONNECT T~'EXISTING 8" WATER MAIN WITH 8" X EXISTING 1 ' IM ELEV=57.23' ~ ~ ~ ~ - ~ + ~ ~ U Q > / I TAMPING 6 IRRIGATION ~ ! ` SLEEVE' AND VALVE. OPEN VALVE ONLY AFTER I ` I ~ = f~ f~ SOUTHEAST INV=52.98' y ~ ' ' 'I ~ i h ~ ~ WELL I ~ ~ I ; . I ~BISINFECTION, TESTING, AND FDEP CLEARANCE. 1 I ~ ~ ~ , NORTH INV=47.70 I ~ N I I h ~ F-~ 11 I E PROPOSED 1~~, ~ I` '1 WEST INV=48.28' ~_N ~ ' j ( ~ ~ W a N ~ ~ I / GREASE TRAP ~ ~ I 6" PVI ~ ~ S , I -SS_ OUTH INV=47.58' ~ ~ I ~ I ~ / ~ ~ ~ ~ ~ 6" PVC I ~ ~ I J ~ y Z rn co „ ~ PROPOSED SANITARY SE GREASE TRAP ~ = ~E °E ` -ss s s-sss-ss ~ I ` / _ ~ , WER ~ ~E °E ~E ° , " E TO BE COATED WITH RIM ELEV=57.84' f I UE Y -,,I I ~ ~ QaQaaaQ Z UE 3 ~ ~ W uE ~E of r I 1 ~ ~ PROTECT0401 BOTTOM OF BOX ,_J~ I y „ ~ ~ ~ ~ _ ~ ~ ~ ( 'I _ ~ ~ I = I" ELEV-52.34 ~ 1 ° I I EXISTING GREASE TRAPS , ~ AND SANITARY SEWER r~RMiNnnoN ~ ~,~"r . ~ 1 1 - LINE TO BE R S S s uNKrlowrl ~ " EMOVED S c I~ ~ Z o~: o U N ~ I I ~ / ~ / i F'1 ~ ~ ~ ~ ~ ~ ~ / - A ~ I~ I ~ I 1 ~ ! _ / I I I ~ p ~ 1 / ~ ~ wry 43' EXISTING EASEMENT 'c ~ / 1 EI / 1 / C ~ d I ~ i~! 1 l i ~ ~ ' - ~ ~ OIL, GAS MINERAL AND ~ ~ I- a i~ STATE ROAD RIGHT-OF-WAY I ~ c ~ o ui • • Z I I ~ I / ~ / ~ a '1 I ~ I i ~ ~ o 10' ~ I / ~ / VISED. EXISTING DRAyNAGE I ~ 1sr17ros , AND UTILITY EASE ENT ~ I ~ i M ~ / APPROX. CA ,ION 0 ' 2 ~ EXISTING ` fl ~ ~ 1 PVC I I WATE AIN ACCESS / ELEV=54.41' I ~ .f' f ~ FIRE HYDRANT i I ~V'" /TO B LD ~ ~ I ~ I 1 ING ~ 1 l I ~ . i . I " ' SUP R • _ _ _ - / NTER 'ul I h ~ I I -14 -S / ~ I / G N l I ~ EXISTING 8 ~ ~ I I ~ ul l ~ ; LL O ~ J I ~aY 1 ~ ~ , , ~ EXISTING STOR OT INCL. GA a- ~ I ~'Y ; ~ FIRE YDRA T ; ~ RD CENTER): 112, ,72 S.F , ~ ' WATER MAIN ~ I r,-. ! 40' EXI TING ~ w f ' i ®RAINA E AND d ~ ~ ~ _ , , E TI / I / NG/GROSS S.F -1119 530 / • ~ EXISTING EASEMENT i ~ ~ ~ UTILITY E SEMENT ~ Q r 1 PROPOSED GR S S.F^ (NOT~NCL ARDE~N C 1 TE I / i i / R ~ 1152,494 ~ . ~ ~ Q,.;, _ FLORIDA POWER ' I I I ( PROP~OSED'GRO}Q7 S.F.= 115 990 S: / / ~ a I ~ " / PPR X F.F.E. = 58 0 / ~ ark? - , ,I ~I ~ CORPORATION .--,I ~ \ Ii I ~ I ~ ~ ~ / I ' uw ~ ne--~--^xw UE UE uF I I t3 I I ~ \ ~ 1 1I ~ ~I J > U INVERT ELEVATION tlr-+~-'^FMY UW ~ UW ~ ~ i. ,,1 ~I r~ I 1 I ~ ,~I~ , , ~,i I 'a I NOT ACCESSIBLE I ~ 1 ELEC,~TRANSFOR R / ~ I ~ I i ~ ~ , (TO REMAIN I` ~ ~ 'I ` ! , ~ I ~ W f SANITARY SEWER MANHOLE / ~ ~ • ~ , . I ~ F ~ N RIM ELEV=57.49' " / / ~ ' EXISTIN ' ' 1" PVC EAST INV=46.89 / ~ / ~ / % ELEV=54.26' : AND CO EXISTING ACCESS PARKING, SANITARY SEWE ~ ~ ~ ~ ~ N ~ 0 _ ~ r , / / / j NORTH INV-46.84 ~ a I / / / / ~ AND CONSTRUCTION EASEMENT ~ ~f ^ ~ I I ~ ~ Z SOUTH INV=48.64' \ ~ ! ' ~ ~ ~ i- ~ ~ ~ I a Q c~ a ! ~ ~ 3 - / / ~1 v / / i~ Ep ~ I B I 1 U i ~ ~ 1 ~ ~ / i ORIGINAL ~ " / i' l ~ n / W I~ ~ ~ J RECENED ' ,p rah ~ / V I ' / i ~ 1 I / / St. . ,,I_, , SEP 20 " W J ~ / o / ~ - r r / ' I i 17 / ' / i' i I r+ ~ ~ ~ f` ~ 7L4NNING ©EPARTMENT m % / / EXI TING ASE ,i I " ~ ~ ENT I I~ / % j / ' F RID POWER ~ r ~ _ ~ ~ I m~ CITVOF CIEARWATER i / I ~ / r i ~ ~ 1...;~' } ~ I ( ° i I / ORP RATJON i D..__''t i ~ ? ~ . ~ Sheet No. MATCH LINE MATCH LINE SEE SUBSEQUENT SHEET ¦ . . . . . ~ ,-rte ~ ~ ~ ~,i:',.. ~r~V~ l 1 m i r SEE SUBSEQUENT SHEET MATCH LINE I - ~ r ~ / / I ~ / ~ i ~ ~ ---~---~-~=r---*~--1 - ~ ~ , I, . ~ ---------f-- ~ j ,,;~,;`yJS ~ MATCH LINE SEE PREVIOUS SHEET r / / ~ \ " / ~ / y ~T ~ , ~ ~>~t~~ ~ SEE PREVIOUS SHEET % U~ G I I I / , I 1 ~ ~ y YKf77~//°°~ f I " ~ / / / , l ~ aW _ 1 \ I i ~ ~ 1 "i ~ / I / _ ~ ~ G, D ~ ~ M ~ \ - l RA ~ ~S~IU ~ ~ ~ ; ~ ' / ~ ~ y , I / e ~ / ~ / ~ • ~ G ~ 3277A Fruitville Road " " ~ ~ I ~ EXI TIN " r, , S G 8 Is ~ ° , " ~j ~ / ~ Sarasota, FL 34237 Phone: 941.365.4771 • / ~ ~ ~ j ~ ~ WATER MAIN _ IY G~J G G Fax: 941.365.4779 r I I i / / / - d ~ r o " ,---.-~-------r i~ / ~a / I Certificate of ; r ' ^ ~ G G Authorization No. 3215 r I ~ 1" I i , l tt ~ h ~`I ~ J ~ d~ ~ f / /G ~ ~ ©2007 r`l` i % ~ ~n 1/ ~ G o+ ~ ~ ~ ! / ~G Engineers J ~ I- I ~ BLOW UP..A.. , , , of " / v ~ ~ 1 SEE v 10 EXISTING DRAIN G~ _ I~~~ ~ ~ 1 ( ~ _ rya r r, ~ ~ SurveyoYS E EM ~ ~ S E BL' W C THIS SHEET ANDUTILITY AS ~N, ~ I , / 1` ~ l i ~\i ~ I / ~ / E D Architects I I \ T ~ S SH ET . / 1 ~ i - ; I , , ~ ~ ~ , j l 1, rr'~ jG Planners I I w uw ow E. 1 ~°i \ / € I / r G I x'- ' I I I / . /G Landscape Architects ,f - , f r`~ ~ • / ,r G / Environmental Scientists I ~'i - ~ ~~'6 I ~4 11 ° ~ 'r, ~ Construction J / G I - ~ .I ' ° . 1 i ~ ~ G / J Management ~S / ~ G 1 ~ ~ ~ / / ~ o t I° J I f ~ ~ / " / / /G -I % ~ ~ EXISTING , ~ ° ~ Design/Build / Jae ; i v 'i / G ~ i ~r jG /`4 - - - -I--- r-1 1- ~ - - FIRE HYDRANT / I \ 7 i ~,7~~T~__~__ ~-_.I_ ~L ~r ~r I ~TT- r I ~T ~r I T- ~ I ; ; ~ 1 • W:~{~ I I ~ " 10 EXISTING I ~ / EXISTING 8" r ,:~.,/JI , / \ / GTE EASEMENT I ~-I , I ~ ~ \ ~ , ~ WATER MAIN , I ~ ~ ° o _ / ' ~ ~ ~ O ~ . ~ I uw uw uw uw uw I / \ /G U/ .1 - / ~ V N. I \ EXISTING ~ - I ~ ~ I \ s~ ' ~ / ~G J' ~ Z• ~ SANITARY SEWER MANHOLE I § ~ I FIRE HYDRANT' \ / ~ : ~ ~r RIM ELEV-57.65' I ~ ~ \,3 / l G ° , NORTH INV=50.55 1 ~ I 1 i - - I ' ~ ~ { / O SOUTHWEST INV=51.00 I I ~ ~ , ° ° 0 P ~ ~ - ~ ~ I ~ - y ° ; ~ m P 1 0 20 40 80 \ d / , / / ~ / I / ~ `I I I ~ / ' / / ° ~ ~ I ~A SCALE:1°=40' 0,01 1 6 \ ~ ~ - -..1 ~ 2 ; I ' I n n f ) I ~ti ; JD',~~1 ~ SE~E.BL~W UP B ° ° i a I ~ ~ ~ ~ ~ ~ I , / ~ ~ THIS SFJEET, ~ ~ ° ° ,~P ~ / I ~ ~ ~ L,, - I i ~ ~ ~ I ` "I I v I , i ~ ~ ~ / ~ / g I i / ° I I `'L~''~ ~ WW I L, / ° ;i / ~ ¢Qo ~ - ``4 / ~ ~ 6~ ~W~ I r ~ ° y0 i'' U U ° ° ( ~ / / ~ / ~ ( % ! - ~ 00 }0 ~ ~ F- ~ / s' U U I 0 0 Y % a I / ° J ~ ~ ~ I r'• ~ ~ ~ m m I •.y' ~ ~ ~ ~ ~ I / a ~ - ) ; r:, , N ~ co rn ~ ~ - f, / / '~y a a a a a a a Z / J ' ZDdU~~cr= D ~ r o ~ U " g • ~ ` HIGH / f"% :'i TENSION ' ELECTRIC ow TOWERS i'. , ~I f / ~ ~ ~ / -i / f... / ~ a C ~ Y > 0 ~ 3 U ~ N~ Z ~ ~N ~ 4) Q ~ ~ ,p ~ DD UQNO~u. / % ~ CONNECT TOEXIS G / , ~ TIN WATER MAIN WITH 8"X3"TAPPING ' SLEEVE AND VALVE. FIELD VERIFY LOCATION OF EXISTING . WATER MAIN, OPEN TAPPING VALVE ONLY AFTER CURB & GUTTER / ~ DISINFECTION TESTING AND FDEP CLEARANCE, 1 I EXISTING 8" GARDEN CENTER HOSE REEL 1"UTILITY BOLLARD WATERMAIN ~ / ~ 1"PVC WATER LINE WATER SERVICE LINE / -WW -V W W W W-W- 1 ' ~ Z ~ LEGEND: UW 1"GATE VALVE ~ EXISTING FIRE HYDRANT 1"GATE VALVE X I ~ W ~Y° YARD EXISTING STORM PIPE HYDRANT I 1" R.P.Z.B.F,P, PER I a ~ u CITY REQUIREMENTS 1"GARDEN CENTER I WATER SERVICE LINE GRATE INLET I ~ ~Q 3"X 1"REDUCER SANITARY SEWER CLEAN-0UT o I J aZJ I o x I ~ W~ S- EXISTING SANITARY ~ PROPOSED 3"DIP S E ~ WATERMAIN EW R LINE ~ j 0 UW- WATER MAIN ~ 2"WATER METER EQUIPPED I w WITH AN ELEC. METER -S- PROPOSED SANITARYSEWERLINE APPROVED BY CITY OF 1"R.P,Z:B,F.P.PER I H ~N ' CLEARWATER CITY REQUIREMENTS - W - PROPOSED WATER MAIN o 3" x 1"REDUCER I o ~°z - T - PROPOSED TELEPHONE CONDUITS - E - PROPOSED UIG ELECTRIC SERVICE CONDUITS as aovv avooaoa I a Q I I g ~Z °o°ooa°vo -GW- PROPOSED 2" IRRIG. WATER LINE (GARDEN CENTER) o00 °a k o -GE- PROPOSED (3)1"CONDUITS FOR REMOTE (GARDEN CENTER) - UTILITY BOLLARD POWER \ o ~ ~ L 1 NOTE: 3" x 3° TEE °°a THIS DETAIL IS NOTTO SCALE. SIZES AND TYPES OF c~ I ~ ~ l E PROPOSED ELECTRIC TRANSFORMER ~ METERS, BACKFLOW PREVENTERS, ETC. MAY VARY - / DEPENDING ON TYPE AND MODEL REQUIRED, 3"GATE VALVE CONTRACTOR TO VERI FY THAT ALL ITEMS REQUIRED I ORIGINAL I I RECENED ~ ~ ~ CAN BE INSTALLED WITHIN AREA SHOWN, I 1 ~ SEP 13 200? °L~'tIVNINGDEPARTMENT Sheet N0. A BLOW.l1P B ~~BLOW UP C~~ Cm OFCLEARWATER N.T.S. N.T.S. N.T.S. 0 9AJ 3277A Fruitville Road Sarasota, FL 34237 Phone: 941.365.4771 Fax: 941.365.4779 Certificate of Authorization No. 3215 ©2007 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Management METALLIC LOCATING WIRE Design/Build Finish grade to allow 0.4' min., ~ 10'-0"MIN, 10'-0"MIN. FINISHED GRADE pi 1.0' max. fall from property line to back of curb. I i ~ CONCRETE ENCASEMENT / IF REQUIRED, SEE ~ 4i ~ A BELOW \ \ / \ !`yi Ty`ii`ii`y~i ~iU ~Nv ~ N ~N y ~~'i ' ,v, ~ ~i~~yi~Yivivi`,~y , , ~ Minimum 36"Behind Back Of Curb ~ ~ ° ~ ~ U : LfJ x> ~ a Or Edge of Pavement o SEWER z SEWER / O O ~ t~ ' ~Q sidewalk ~ o Oa 5.\ r ~ n ~ r\~5.\ r r ~ ~ r \ r\ W ~~i~\ ~r~ r~ ~r~ /a ~ 5~\ ~ . ~i~~ ~ , ~ ~ ~ \ PVC WATER MAIN A \ OR FORCE MAIN f ' \ /r,///,\~~\ ~ / \ PLAN VI EW cleanout m 0 i „ METALLIC LOCATING WIRE 1 MAX. Double-Sweep Tee 30"-36" or as Directed by the City Engineer Z BACKFILL o in - WATER MAIN / \ / \ \ \ \ \ l/,\, r, , /l/~ ir,.lli~l,\ l/,. l/.\,\r\l~r,l, f 0 o p po o / o Og p0°~p°o0 18" MINIMUM OR ~ , CITY OWNED AND HOMEOWNER OWNED AND _ ~ ~ / MAINTAINED MAINTAINED ~~oOO ° ~ ENCASED AS DETAILED SPECIFIED BEDDING NOTES: 6"Service Lateral 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE \i\\\ ~ ~ 6" CONCRETE ENCASEMENTS Wi#4 STIRRUPS (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR @ 1 D & #4 LONGITUDINAL BARS @ 10". W W Main ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF Q Q ~ WHERE 18" CLEARANCE IS UNATTAINABLE, 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. CONCRETE ENCASEMENT IS TO BE USED. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX SUBJECT TO APPROVAL BY FDEP AND MCPWD 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A SECTION THE CITY ENGINEER. ~ ~ W CONCRETE STRENGTH SHALL BE 2500 PSI (MIN) MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. TYPICAL SIDES 6" @ 28 DAYS. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE QQ QQ > CITY OF CLEARWATER, FLORIDA W W ~ TOP OF THE PIPE. PUBLIC WORKS ADMINISTRATION U U ENGINEERING EDRAWN BY DATE O O 2 3lD4 Re~„sdPerUfilitles D.KIn STREET LATERAL 1W17lD2 SECTfON A-A HECKED BY DETAIL INDEX N0. Q 71D3 Mwe C.O. Info R/W 305 REV. DATE DESCRIPTION APP. ESIGNEDBY i OF 3 R.S.F. V Lm 0 ~ NTS r_ G C m Ib PRECAST TRENCH WIDTH VARIES MANHOLE TEE Wl SIZE OFPIPE CROWN TRENCH IN WALL UNIMPROVED AREAS CROWN TRENCH IN TRENCH WIDTH VARIES ~ ti UNIMPROVED AREAS WI SIZE OF PIPE O O pt • (3"MIN.). ~ ~ a • (SEE NOTE B) v (3"MIN.) (SEE TYPE B N ~ ' INFLUENT SEWER FINISHED GRADE (SEE NOTE 3) BEDDING AND TRENCHING ~ N ~ a1 ~ DETAIL FOR OTHER RESTORATION.) FINISHED GRADE a a a a a a a Z \ v. . • ~ ° CONCRETE ENCASEMENT o ? OF VERTICAL PIPE \ ~ s' . ~r, 1. \ \ \li~~i ~ \ DROP PIPE a ~l~ll,~~\ ~j~l~/i Ym~a°o~o \ ~ (SEE NOTE 1) \ \ ~ INLET CONNECTION \ ~ , . I,l/l\ ~\lli; AS RE UIRED c~ \ Y a O a 90 AND \ r\/\ • U w g ~ v ' \ \ \ \ U W .Q .O .Q ~/~//j, w v~ ~ a . v . a SEEJVOTE4 ~ - ? e . v. li.l~.\/ SEENOTE4 lli.l/ ~ z N 'u1 3 ~ a. ~ Z / / ° v. COMMON FILL ~ \ / PIPE O.D. m / ~ PRECAST \ ~ / LL COMMON FILL / ~ PIPE O.D. ~ * uF. ~ O D U Q fA D ~ LL / ~ ~ MANHOLE / ~ STANDARD DROP DETAIL \ iv o . WALL N . ~ \ ~ SELECT ~ TRANSITE COLLAR ENCASED ~ COMMON z INNON-SHRINK GROUT \ - FILL ~ w a FLUSH WITH MANHOLE WALL PVC OR DIP ~ o / SELECT w 0 PRECAST (SEE NOTE 2} / / m z UNDISTURBED ~ w w MANHOLE EARTH • \ ~ a w WALL o SELECT COMMON FOMMON Z T J J ~ h - W FILL ~0~~ C J~00~00 \ ~ w w ~ W (SEE NOTE 3) \ a ~ a . BEDDING ROCK ~ ° COQ a ~ W ~ F- / \ \ / / . o a i\l,\ ~\/i~ ~l/,\~\r~l~/~/lam\,~\i~% . o ° 0 0 0 0~0~00 Q I`I'~''' Q PIPE BEDDING ° ~ 0 ~ 0 ~ ~ 0 0 ~ W~ ~v 0 0 0 0 0 0 0 0 (SEE NOTE 8 & 9} ~ W UNDISTURBED EARTH ~ a J NOTES: STAINLESS STEEL PVC OR BAND DIP SPECIAL DETAIL FOR 24"DIAMETER IZ 1. PIPE BEDDING: SELECT COMMON FILL COMPACTEDT095%OFTHE PIPE AND LARGER MAXIMUM DENSITY AS PER AASHTO T-180. a . NOTES: ~ (~~~I o 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE STAINLESS STEEL 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE V MAXIMUM DENSITY AS PER AASHTO T-180. W ~ 0`-0 MAXIMUM DENSITY AS PER AASHTO T-180. v PIPE CLAMP a v• 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN . a 2. TRENCHBACKFILL:COMMONFILLCOMPACTEDT095%OFTHE N ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAYBE ° ~ ° v a' . v RESILIENT MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED F O REQUIRED AS DIRECTED BYTHE COUNTY. ' CONNECTOR 4. ('):15" MAX. FOR PIPE DIAMETER LESS THAN 24",AND 24" MAX, BY THE COUNTY. O ~ ~ ~ FOR PIPE DIAMETER 24"AND LARGER. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24",AND 24"MAX. ~ Z FOR PIPE DIAMETER 24"AND LARGER, d ~ Y 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE STANDARD PRECAST MANHOLE 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. C U DIRECTION OF THE FLOW. PIPE CONNECTION 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE G 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING DIRECTION OF THE FLOW. ORIGINAL O 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING RECEIVED IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH NOTES: IN EXCAVATIONS. ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BYTHE SEA' 13 ?Q~7 COUNTY. BEDDING DEPTH SHALL BE 4"MINIMUM FOR PIPE DIAMETER LESS ll RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH THE INFLUENT SEWER. REQUIREMENTS OFRIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS THAN 15",AND 6"MINIMUM FOR PIPE DIAMEf ER 16"AND LARGER, CONSTRUCTION SPECIFICATIONS. FOR CONNECTION OF 24"DIAMETER PIPES AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF n[ANNING DEPARI`~1ENT BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE CIN OF CLEARWATER ' 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT, SUITABLE FOUNDATION. SI1P.Gt NO. NTS MANHOLE CONNECTION DETAILS TYPE A BEDDING AND TRENCHING DETAIL C~ 10 I_ I I I I h! _ OM1-1 W1-6 OM1-1 'STA:20+45 48 x24 18x18 18"x18" ~ R3-2 24 x30 OM1-1 W1-6 OM1-1 STA: 22+00 ~ 18x18 OM1-1 I 18x18 48 x24 p 000 24 x30 18"x18" SEE ONSITE PLAN ~ 00000 0 0 0 0 000 Op0 FOR CONTINUATIO 0 0 000 00000 0 0 0 0 0 0 0°0 ppOppp Z 3277Fruitville Road Bldg A F o ' ~ ~ Sarasota, Florida 34237 ~ Phoue 941365-4771 _ ~ - - - - F 41365 4779 . - - oo . 000 ' . ~ ~ -p ax 9 ' h ee a . ~ oo ~ ' ' ~ ~ ~ ~ . . ee" . , . eases . . , . : ' . ee SIDEWAL . _ sea eeooe eo ' ~ ~ oe - °nee ooo°0°000000 + 50' TAPER QQ0~0 Certificate of 2 D ppp Authorization No. 3215 r (n i ©2007 Z R4-7 OM11~___-.- O 18x18 Engineers Q 25' 25' 24"x36" V Surveyors REMOVE Z - Architects 2' EXISTING ~s+oo f-- o STRIPING 2z+oo 3 W Planners ~a+ao i ss+oa ~ Landscape Architects W st+oo a o W vv v ' o' ' a v a. • _o_.._o~. ~ a 2 v o~ v o v vo Environmental Scientists ~ 31.15 Construction N 15' Management Design/Build - MATCH EXISTING STRIPING ~ TO REMAIN W STRIPING (TYP) w ~ REMOVE ~ iii o c~ ~ , w 0- EXISTING W STRIPING W W Z_ N N ~ r~ ~ n . J Q ~Jr' o 2 ~ _ ~ N ~ U - - UCTV ~}CT~ m N ~ LEGEND WW SOLID WHITE aQo THERMOPLASTIC PAVEMENT MARKING IG rn FDOT INDEX N017346 0 10 2D 40 ~ 146 GRAPHIC SCALE. Q Q ~ J J 6"SOLID WHITE LINE E U U (THERMOPLASTIC) }0 0 6" SOLID YELLOW F- EDGE LINE (THERMOPLASTIC) U U 0 0 ~ ~ 18"SOLID WHITE Q Q (THERMOPLASTIC) 6"WHITE (6'-10' SKIP) P) m m ~ ~ ~ G7 12"SOLID WHITE h t` 6 (THERMOPLASTIC) N ~ r N ~ ~ ~ ~ a a a a a a Z ~ 0 Q ~ II ~ M ~ ~ 3 0 ~ ~ .o v C C Y > 0 ~~UQN~~IL J Z LL oa J ~ ~ a F' ~ Q a ~ OC W ~ aZ~ as W~ o~ V ~ N WZ Wo o~ W ~ 4 ~ Q U ~a ~ ORIGINAL RECENED ~~P 13 2001 ~uaivNIPJGDEPARTMENT Sheet No. CITY OF CLEARWATER ~ 13A ~ ~ ~ O ~ ` fl ~ . * ~ f~ 1 ~ / ~ ' I X$ I Z~ ~ m 3277A Fruitville Road i _ Sarasota, FL 34237 i ~ / d ~ Phone: 941°365.4771 w Faa:: 941.365.4779 ~ , v z S, ; _ _ ~ - ~ - ~ 1 t ~ 6 a : 10' LANDSCAPE UFFER 1FFER IW Certificate of I Authorization No. 3215 ~ 2006 r ~ ~ Engineers m z ~ Suwe~ors TRIANGLES TYP r'~ ` ~ I~ EXISTING VEGETATION ANp HEDGEROW ti/ ~ y' e ~ ~ ~ 1. ~o 1 TO REMAIN UNDISTURBED ,•-`x ~ 1 ' r~~r-P-,: ,o;.; ~ ~ Architects y y ~ w 1- ~ ' Planners i ~ 1 l I ~ v - - _ _ - -56- _ _ - - i EXISTING WETLANDI ~ ~ ~ l .r ~ Landscape Architects - - y / r ~ ~ STORMWATER ,4 _ ~ ~I~, 1 53 ~ EXISTING PRE- r•..., TREATMENT AREA ; r ~ ~ I ~ 1d ~ ~ ,'t~; , , i ~ Environmental Scientists I SIGHT VIS181LITY -.~Y ` ~ _ ~ 1 ~ TREATMENT AREA ' `-I I 1 .~^Il-~^R.'°1.X'--X~.. X% "max ~ I A.l' ~ ~ ~ : ~ I TRIANGLE(TYP.) ,,;'`~r''~`;~ I _ i Construction ~ I ' I - - / , ~ EXISTING NATURAL 1 \~"~c v~~"- ~ Managernent r _ ~ ~ sti , ' Design/Build I I I ~ r I RETENTION AREA TO 11~ - 1 a / P I I I - 1 I 1 _ _ r REMAIN UNDIS U / , ~ ~ - . r 1 T REED I ~ J / ~ ° ~ ~ 1 I I , 'J ....i au,. _ ~ ~ I S. 1. _ ~ r ~ ~ ' ~I I 1' I I - a , ` ; i~ ~ 1 / I~ 1 r ~ I 1 / 1 r~ F. ~ I. ~ ~ - ~ ~ I " z ~ & t _ t„, o ~ \ 1~ PRESERVE 1 - 5 1 , I ..,~.,..-,....-...a...._........_....~ m.,- 2 DfISTING ~ ~ I ~ I 9 LANDSCAPE ~ _ ~ ~ ~ ~ ~ _ f--~ ~ ~h -c ~ir , Y ~ ct, FOR ~ 55 - <dF SCREENINING - ~ y~r v.f ~ N J I- LL.! PURPOSES ~ - e x : m. ~X X x x N•-- ~ 1-~ a~ ~ - I ~ I ( ~ ~ ~ I , \ - - [ 1 ~ ~ '~.~?f ~~h r-- ~ CART 5 I ( ' i CLEARANCE I I _F ~ LAND$~APE ~ - SUFFER ~ C T ~T . t ~ ~ CI93SaLNC ' 6 A L f 11 P / / ~ 0 ~ ~ ~ ~a~ _ a~f~. ~ ~ ~ I m I 1~ 1 I - ~ I 1 \ / / ~ r ~ ~ ~i- ~ T~ ~ ~ I r~rnn U z° I ~tT?1 ~ ~ ~ I I I tU~ I I~~~l~~ ' \ I\a/ / 1 I I - _ V/ I I EXISTING, TREE DRIPLINE RADIUS TYP, 1 / ~ ~ ~ ~ ~ i I l/ ~°3~ Y . ~ I / ~ ;~I.; I ~ , ,~,~-e. ~ R~ Iii ~ i ~ ' ~ P 1 I /I 1 ~ , a ~ a pp c I I ~ I REVISE c~ 1 I I 1 12117/06 1 ~ I 1 _ g 2 / A f 1\ / ® I ~ 1 ,~f ~ 1 i~ \ i I ~ i / ~ ~ ~ PRESERI~E ~ ' . XX¦L.... - ~ EXISTING "~-~-~"e.~-~-~~.-~ - - - - - ~ - - - ~ LANDSCAPE - FOR I d ~ SCREENINING ~ C-143-SGL-NO - PURPOSES r, r~~ N e oil ~ EXISTING STORE (NOT INCL. GARDEN CENTER): ± 112,172 S.F. o~ //AA i .r ~F EXISTING GROSS S.F. =±119,530 S.F. / I PROPOSED GR05S S.F. NOT INCL. GARDEN CENTER = ±152 494 S.F. i-~I , Js~// f fl~ri fl I I PROPOSED GROSS S,F.- 1157,990 S.F. / \1 I ~ 1 X 1 ~ APPROX F.F.E. - 58.00 ; / ; / \ / I ~,f `x- / MATCHLINE, SEE SHEET L-2 I I ' `I I ~ 1 I / ,J 1 _ _ _ ~e_y ~ . .X.~~X~e_~~~X~e.~oX~X~~e_~~~~~caX~~e_ X~e_X~~ X~~~e.e_w~f'X~e_~e_~~X~~ ~~~X~~~~~\ /~~e. X~~~~ ~X~¦ - SITE DATA TABLE - VE~IICULAR USE AREA I I IS ING.TREES ~ I MATCNLINE SEE SHEET L-3 - ~ ~ I ~ TO BE REL ED - ~bS I ~ 1 63~ / ~ ~ TOTAL PROPOSED VEHICULAR-USE AREA: 357,864 SF 1 d' I~ 1 I 1 TOTAL LANDSCAPE AREA REQUIRED: 35,786 SF (l0Y) r 4 \ / 1 ~ 1 v I iG2 TOTAL LANDSCAPE AREA PROPOSED: 3q,174 SF (ilk) ( ~ I l i 1 f i ~ r ~ I 1~ ; i I 1 ( 162 EXI5TIN6 ,,r ~ © TOTAL EXISTING VEHICULAR USE AREA: 350 726 SF ~ I TREES TO B N ~ l~A~'~. f 0 3 r' ~ ; TOTAL EXISTING LANDSCAPE AREA PROVIDED: 23,056 SF (6,6~) o ~ RELOCATED ' I i cART sT i cL ' ~ HERE) ~/fd,/ i U' / w ~9 f~ N V' M N O ~ 'd ~ ~ ~ i i e 20 - _ e i N~NI~S~~~ 1RIaAT~iEi~l ~E~UIR~I~ a ®a Q Q Q Q Z 1 I ~ ` E`OR INTERIOR IS~ANp~ / ~ 0 1 i r )~I 1 i E~lI~ ~0°lo Cav~r~~~ wlf~ ~ ~ ~ ~ ~ o ~ 1, J- - 1 ~ DUMPSTER PAD i i i\ ~ i / ~ ~ / ~ I 11 k \ aq ~1~~~~~ ~~a~fe~i~i~ PLANT LEGEND ° ~ f I - / I I ~ / 1 / ~ ~ / TREES / -I- , ~ e~ 1 ~ i ~ I i'"~ rl h~ ~4UeNGES IN ~PECCES, ~ -fl / / PECIFLCATIONS, 412 DESIGN ~ ~ , , 2 LANDSCA BUF d WITHOUT THE Ct7NSENT OF THc LI CRAPE MYRTLE m ~ Y o ~ • • Z 1 \I O ~ ~ v fiANNING DIRECTOR RENDE;'.~ 3 ~ L ~ ~'L.I,PJt~~+;O'lr~.',~'~lD• LJ TREE LIGUSTRUM m I I N I I ~ O~UQ(4~-oi~ I I ~ ' 1 i / - -I d / IC DAHOON HOLLY i / N ~ / I I EXISTING TREES TO a ALL ARF.A~ ~31~Tl~~~l~ aTd~~~T QV2 'HIGH RISE' OAK PAVENi~NT ANQ €'ARd;INC laT r y BE RELOCATED 1 ~ ~ ~ / ~k 1 M (SEE DETAIL HELOW)1 J a 3'O ~E TUI3fE~ ~R R"CE1~Ji: gTM~R ~BB HONG KONG ORCHID o I . \ I I f 9.AND~CAIaii~G ~REp`TI~11aN~° SP CABBAGE PALMETTO ~ I/ ~I A - ~ / a$ N ~ X - ~ / ~ ~ X I~ o / I i 151.- l/' ~TH PINK TRUMPET TREE Z u s I a ` I ( ~ , / . _I~ All iandsc ALIIANDSCAP1NG10BEPROTECiED Qv LIVE OAK Q ~ AlllandscapfnDmus~beproperly I I EX VARIOUS TREES To BE PRESERVED a ~ Q x 1 / - - r / / II~Jd Installed per approved plan prior PROM VEHICULAR OR PEDEStRIAN , W ~ ~ / ~ E% e---x ~ ~ V ~ ~ N1V1W 61 toCOinspeCtian, iRAFFICBYAMINIMUMSIXINCN EX VARIOUS TREES To BE RELOCATED a ~ ~ U PRESERVE f` ::1~1' .N I 1 4 I.'' ~ ~4 ~ EXISTING \ % X--X---~X--p-X°--%~x~ - r 152 / 1 / ' / NIGH CURBING AND WHEEL S10PS i , Q ~ w LANDSCAPE ! X ur u: uT x ' X 1•:~ ~I FOR \ ur uT 46 / , I ~ ~ i.,~_, SHRUBS U1 ~ U a~ SCREENININ~r 1 ur L..' ti r ~ PURPOSES 1 1 / a ~ + ,ham ~ I ~ V ~ ~ Q VD SWEET VIBURNUM J * ~ o I - \ / 1 \ ~ W 0 ~ 1 GROUNDCOVER Q a z ~ Q ~ 1 ~ RK KNOCKOUT ROSE W , z m ~ - - - - - - ; ~ ~ I O - _I.~, ~ , _ I ' ' ~ JF JACK FROST LIGUSTRUM ~ y U a, 1 - ~ r~' ~ LC LOROPETALUM J I ~ ~ \ ~ _ ~ / P ~ ~ 25 LA DSCAPE BUFFS , ~ ~ ~ v , ~ ~ OA AZTEC GRASS ORIGINAL. ~ ~ ~ ! s' r`ri +f I ~ ~ l ! / / I 1 RI INDIAN HAWTHORN RECEIVED ~ ~ \ / / 1 ~ ro I J 20 VISIHILTY r 2 LEG EVERGREEN GIANT ~Fp 13 2001 ~ HFS 'FLORIDA SUNSET' ` a I ~ ~ , TRIANGLES P) ~ / ~ O t r_ n .INNING DEPARTMENT C-FJ IZ4 BAI4IA ARGENTINE BAHIA SOD CITY OFCLEARWATER Sheet No. SOD/SS ST. AUGUSTINE GRASS Ici 45 m - / 0 30 60 120 ~ SCALE: 60' RELOCATION OF Ek 1 = DF Ek ST I NG TREES SCALE. 1„= 20 .E: 1"= 20' F M ~ ~ i / r r ~.x_._._x r . ~ ~ ~ _ ~ x _ _ / I ~ ~ ~ r / ~ a L h / / I ~ J 3277A Fruitville Road ~ r° ~ J Sarasota, FL 34237 I ~ Q Plzone: 941.365.4771 • Fax: 941.365.4779 WW ~ ~ ~ ~ ~ ~ ~''b. J 16 L4ND9fAPE I:R t _ ~ ~ Certificate of ~ I ~ 0] Authorization No. 3215 r" 1 / 3 r f1 X2006 ~x Q / ~ / f , ~r...___ ~ 7 w S • ~ Engineers f P i - v Surveyors .fit . p,,, + r , I 1 ~ ~ O Archztects ~ ~ ' 10' LANDSCAPE OFFER Planners . ~ J ~ Landscape Architects .f " • ~ ~ p Environmental Scientists r~ + ~ % ' rim ~ t ~ ; ~m Construction z~ ~ ' } ~ ~1 M • ~ 0 Management o.~..„.,.e.,.,~_..m..°'-mob„ °x : 5 ~ Design/Build i ~ 1~ ~ P ~ \ EXISTING VEGETATION AND HEDGEROW ~ fM~ ,f 1~ - r TO REMAIN UNDISTURBED x-'" ! I ~ ' . _ l ~ 139 ~ ~ ~ ~ ''~1~ ' I I - _ v "'H K ~ ~6 i EXISTING WETLAND! ~ ~ _ x ~ 0 STORMWATER P r ' '•r • EXISTING PRE- EATMENT AREA ~ P 53 ~ , TR ! ~ i ~ o• r • - ~ ~ a ~ ~~o ~ TREATMENT AREA i I I - ® ® c i~ I 67 5 ~ r~.;'~?~ ~ I EXISTING NATURAL ( F , m w + j ~ cn ~ ; I a 1 2 a ~ I RETENTION AREA TO i K 15 ~ ~ , _ I X18 0 ~ . Sl~;ll~ f I ~ ~ I 1 252 ~ REMAIN UNDISTURBED i I ~ ! b I ! I _ _ _ ' i i u ~ 94 / - ~ sP - x I. ' i \ / f 26 q (I~ ~ I o \ / ~ d 1 ~ ~ A IG ! i i ! i m \ i ~ t I 1 n 70 I ~ ~ v ~ ~ ~ 74 \ I I ~ I ~ ,lo a p ~ ' n i 1 x I ~ I 23 % ! 1 _ 5 I. Q 19 ~ 4~ + / I PRESERVE I / i . 38 _ i x • 3 EXISTING ~ - - I LANDSGAPE ~3 145 25 22 111 25 55 ~ _ _ ~ ~ ~ s~ RII FOR 0 RI 0 0 OV RI 0 b s SCREENINING PURPOSES - - . - ~ o _ ...o _ - r \ ~ I O O O 46 I 1 RT s Ra, RI 1 + 22 ~ ~aRr~ce LG 27 O C 4, ~ ~ o G, ~ . i ~ 18 0 5 ~ 6 3 3 / ~ E 13 2 2 5 A \ SP 43 S ~ SP ~ - F s 27 2 LAN PE \ O 0 _ E BUFF R 1 8 \ 42 I r r ~ , 1 1 I I 1 1 ~ - _ ~ U x o \ _ ~ a~i \ ~ 18 + \ .raj + + / ~ R 25 ~ ~ ®m ~ ~ 1 E - 51 ~ 55 F I 1 3 F 7 EXISTING TREE DRIPLINE RADIUS (TYP.) IU5 (TYP.) 55 ~ I I b q4 0 1 I 2 E 25 ~ / 30 8 27 b a 55 \ 0 C 0 3 j ~ G i 1 / i~ ~ ~ ~ 2~ I 2 1 ~ _h P o' ~ ~ /I ~ I \ / 1 1 3 0 13 1 _ . ~ ~ ~ ~ ~ ~ I \ / 1 LI" 18 ~ a 27 25 I I REVISED E 2 38 0 _ Q5 0 ~ 25 ~ 1 I ~zmios 15 F ~ ~ 27 b ~ ' p ~ 1 I . B 2 RI ~ ~ 42 ' ( w \ ~ 28 I 1 I F \ / ~ 7 LC \ ! / ~ ~ ~ e e ~ / / _ o. o ~ o. of rte. o _ - ._.~p 0 PRESERV$` ~ 4 I e a a e a a o a a EXISTING ~ Q • SUPERC:ENTFR ~ LANDSCAPE 3 13 FOR ` 5P SP SCREENINING C-~ 43-SGL-N0 z ~ ~ 20 QaaaQaQ z PURPOSES .•g_ 0 25 EXISTING STORE (NOT INCL. GARDEN CENTER): ± 112,172 S.F. 1 1 a 27 ~ ~ E 0 25 i ~ \ EXISTING GROSS S.F. _ ±119,530 S.F. 65 E b 0 E 48 p I 25 ~ ~ m ~ 0 / _ ~ _ _ ~ ~ Y ICI o ~ J / ~ 0 OSED GROSS S.F. NOT INCL. GARDEN CENTER = ±152 494 S,F. ~ ~ PR P ( ) 2B 1 I PROPOSED GROSS S.F. _ ±157 990 S.F. ~ ~ 2 37 I LC I I ~ F I I APPROX F.F.E. - 58.00 2 I . 1 / - - \ / I' PLANT LEGENp \ ~ ~ ~ i + ~ I 1 _ .Q ~ .v ~ ~ ~ ® TREES ~ ®®.y o_~ E 100 27 25 61 ~ 3 ~ ~ ~ 4i z MATCHLINE SEE SHT. L-3 F 0 LI 5 GRAPE MYRTLE 0 ~ ~ U Q (4 ~ ~u. LJ 3 TREE LIGUSTRUM o ~ - --r"" i r a r. ;r%'' i IC q DAHOON HOLLY ~ ~ I . ~ ~ ~ , , i f N QV2 29 HIGH RISE OAK _ _ ;w ~ • 'I , - HB 5 HONG KONG ORCHID = _ ~ I ° -ti ° _ - - I~- r ar - ~ 0 - ~ n #I J _ ~ _ ~ SP 31 CABBAGE PALMETT ~ ~ E."m„ a N ~ X ~ _ ~ ~ I ~ ° - EE o TN PINK TRUMPET TR a ~ + _ + L. ~ Q Q I E OAK V 24 L V ' o 0 20 q0 SO aZa ~ ~ ~ ' ~ SCALES I"= q0' a ~ w ~ \1 - ESE VED > a I EX TREES TO BE PR R w ' - EX TREES TO 8E RELOCATED ~ i ~ J t W Q I ~1 a W o N ~ I •v 156•_, SHRUBS ~.,us~~ U V ~ ~ a ~ ~ I Q ~ N z W o N ~ VO 6q8 SWEET VIBURNUM ~ Q Q aZ GROUNDCOVER ° Q ° ~ ~ N ~ SEE S L-2 a ~ v+ V RK KNOCKOUT ROSE 'y ~ ' ORIGINAL 3 ~ / ~ JF JACK FROST LIGUSTRUM , 9'" ~ ~ ~ RBCENED a ® LC LOROPETALUM ~ a + + + OA AZTEC GRASS ~ - ~ SAP 13 2001 v I ~ ,O' RI INDIAN HAWTHORN ~ _ ~ r ,~uvNii~C; bEPARTMENi ~ LEG EVERGREEN GIANT ~ CI1Y OF CLEARyyq~R ~ HFS FLORIDA SUNSET ~r~., ,f' ~ a _f _ ~haat I~In r?- 4 s' ro BANIA ARGENTINE- BANIA SOD F SOD/SS ST. AUGUSTINE GRASS KAY MAP a M 3 SCALE = 1" 200' MA1'C~ILINE ~ NLINE SEE SHIT. L-1 D ~ ' ~ ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ~ ® ® ® ® ® ® ® ® ® ~ ~ ~ s¦d ~ r ®I' ; OI' srl ~ ~ ~ I®1 ~ ~ ~ ~ ~ 1r ~ sda ~ ®II ~\mu'~1~ ® ® ' ~ • F ING TRF~S I 6 a 25 \ 1 LI 122 JF T RELO ~ ~ i : LE 1 ro3 OA LEG 37 ~ ! 55 88 JF k OA / ~ (03 ~ 28 iT~ 2a / ~ ~7 / ~ 20 3277A Fruitville Road 3 1 ~ Lc ( ~ : SP l + LC I 2 LC ~ v ~ Sat•asota, FL 34237 \ ~ ~ q OV ` ~ Phone: 941.365.4771 ;,Y ~ Fax: 941.365.4779 \ ~ / 31 1 53 I ~ oA ~ ~ + ~ OA Certificate of + Authori~t~006 0.3215 62 26 26 25 EXISTING ~ 55 ~ 1 / Engir2eers 3.~'° LEG 162 ~ ~ 24 2 OA t OA LEG 25 TREES TO B OA ( QV2 • 1 1 LI LL LEG QV2 26 LEG RELOCATED b q~ Surveyors ~ _ : ~ QV LEG ~ OA OA q3 23 Ardtitects • ~ 118 RT STORE RI EARANC 28 28 / t RE) 12 Lc F LC 2 71 ~ I • `R~~,, Planners ~ V OA 8q Qh Landscape Architects i ~ Q>,~ Enviratttnental Scientists s 2 ~ 5q + 3 ~ ~ Constt^uction ~ ~ ~ LI / 0 0 18 + f Managetnent F ~ 26 ~ 54 a 26 2 DUMPSTER PAD , Design/Build 10 2 OA ~ \ OA QV2 LEG OA 7 LEG 3~ ~ b T 31 b OA RI , r 1 ~ 1 1 25 ~ VO 0~ ~ t~~ ` I I FS ~ 5 i ,r t~ ~ ~ o l ~ - I ~ I o ~ I 24 ~ \ ~ \ / Lc x rs 25 I 14 ~ 83 • I 2 NFS LEG F a 51 51 - 241 25~~ LA~I~DSC BU i' ~ LI 1 a c ~ 2 CIF.. IFS 140 io5 q5 I ~,r ~ s QV2 49 / \ ID 3 OA 136 LC OA , , F ~ ~ LEG b ~ ~ OA ~ L 82 FS ~ • 300 f m 3 ~ I 1 s OA Q• ' i RI + LJ I I 26 + + + i" ~ 17 e ~ 1 i / ~ F ~ + 133 + , v~~ q ~i \ / ~ oA ~ + ~ ~ J av V ~ _ I ~ ~ ~ t \ ~ + , 27 / 1 \ 2 1 ~ \ x OA l + ~ ~ QV2 x ~ a~ a 11 a 113 ; ' 15 FS ,r" ~ 'bA ~ I ~ ~ V ~ 6 ; ~ / \ ; ; 50 19 VO q7 I OA ; . OA ~ ~ ~ LEG _ OA r X I \ ~ / ~q ~ ~ 16 1. ~ 4 - ~ + _ 60 60 ~ ~ I I 5 RI 7 \ 1 ~ ~ RI Q I VO VO ~ 34 / ~ ~ ~ I 144 _w 1 tt _ ~ 1 / \ VO ....y..W.. a C? + RK ~ + o I ~ LI _ - L K ~ ~ \ 0 + + •N O + + + + Jt ~ 101 ~ O I I ~ L ~ 1 ~ I ~a ' x- r'~ / ~ ~ K ,''r + L ~ ~ v / ,50 ~ 74 I ~ p . • ~ \ ~ / 164 ~ oA ~ ~ PRESERVE ~ ~ ~ 37 O• ~ ~ ~ OA EXISTING \ / OA ~ 1 ~ -I ~ ~ SCA ~ RI 302 0 , • • + + - ~ LAND PE~ ~C ur ur 5 + + +i ur ur ~r u RI Q + + I C~ FOR / r 2 + ,r~ SCREENININ~r I QV / ' 1 / + + i PURPOSES ~ ~ , o ~ ~ 224 1 ~ ~ ~ ~ R ---x x r i I - OA QV2 i i x ~ _ 1 x + , ~ _ ~i x ~ ~ s'~ + + - - h32 ~ _ 1, ~ t t~ M + ~ \ I OA ~ ~ O ~ s~ . L t-- - V ~ + ~ fl ~ ,s'°" _ ~ - 'v Q ~ 63 ' / + ' Gr 0000000000 0 _i + 1 FS / ~ - + + . V~^/~ ~ ~ C 0 ~ ' f' ~ I 5 + 1 ~ \ QV2 + + i'' i .ART ~ ~ aaaaaaaZ 2 Q 2 + ~ , °I3 ~ \ i/ m ~ OA 'r3 cn cn Y u ~ m ~ 25 LA DSCAPE BUFFS ~ ~ r` 1 . a [Y W ~ ~j -dam' p ~ ~ ~ : v.~ i ~ ;y.• 1 r / • ; ~ / ~ • , ~ ~ / ~ ° ~ ,t;- \ / ~_~i 1 -o ~ .v' f f f I C~ U> o I r d 48 ~ ~ \ ~ r, U L ~ V ~ ~ ~ ~ ~ N F L Q U t0 a ~ A e? / t ':;o ~ ra s~ `r; ~ ~ ~ ~ ! s. ~ ~ ~ / N N 1 r i ~ ~ QV "`w' ~ I OA , / + ~ Y ~ f,;< x ~ ` i i' / 't PLAN PLANT LEGEND ~ W ~ ,i ~ 14 , KEY MAP TREES SCALE = 1" 200' Z OC W a. ~ _ x OA f n ORIGINAL D. ~ ~ w l RECENED ~ J r~ ~ / "NN"~\ LI q CRAPE MYRTLE a 111 U N ~ i ~ LJ 6 TREE LIGUSTRUM SEP 13 ZOO7 Q ~ ~Y - f1 0 j' i • / % O` ~V" r IC DANOON IaOLLY ~CRYNOF CLEARWATER N ` N , / QV2 21 '~IIGI-1 RISE' aAK GRDUNDCOVER Z W p BB 2 laONG KONG ORC~I I D J Q a~ i ~ SP 3 CABBAGE PALMETTO RK KNOCKOUT ROSE ' z W ~T1-I 7 PINK TRUMPET TREE JF JACK FROST LIGUSTRUM y 3 i / > O / ® LC LOROPETALUM QV 1~ LIVE OAK + + OA AZTEC GRASS. y 2 40 SO ~ i I I~~ EX - TREES TO BE PRESERVED RI INDIAN NAWT~IORN ' ° s'' SCALE 1"= 40' ~ / f ~ ® LEG EVERGREEN GIANT EX - TREES TO BE RELOCATED ~ ~ i ~ ro ~ ~ ~ 1•IFS FLORIDA SUNSET I ~ 1 15rS_, 15~rS_,~ ci iei inc R~LIIQ ARGI=NTINE BAI-41A SOD Sheet No. ro Q VO SWEET VIBURNUM SOD/SS ST. AUGUSTINE GRASS 3 1~3 LANDSCAPE NOTES. 3277A Fraritville Road Sarasota, FL 34237 Phone: 941.365.4771 1, The landscape Contractor shall be responsible for all materials and all work as called for on DRIPLINE OF TREE IS Fax: 941.365.4779 the Landscape Plans and in the Landscape Specifications. In the event of variation between THE EXTENT OF ITS gyantities shown on plant list and the plans, the plans shall control, The Landscape LIMITS Certificate of EDGE OF PAVEMENT OR CURB Authorization No. 3215 Contractor shall verify all ~antities and report any discrepancies at the time of bidding, (C} 2006 2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly Engineers familiar with surface and subsurface utilities, 2' ORANGE FLAGGING TAPE ~ 30" O,C, 3, Every possible safeguard shall be taken to protect building surfaces, egy~ipment and Surveyors furnishings. The Landscape Contractor shall be responsible for any damage or injury to ' Architects person or property which may occur as a result of negligence in the execution of the work. • Planners 4. The work shall be coordinated with other trades to prevent conflicts, Coordinate the planting 14.5 GAUGE WIRE MESH FENCE, GRASS with the irri ation work to assure availabilit and ro r location of irri ation items and 2 X 2 , INSTALLED AT g y p pa g ~ TREE DRIPLINE ~ Landscape Architects plants. Environmental Scientists 5. All lantin shall be rformed b rsonnel familiar with lantin rocedure and under the EDC,E OF REDLINE • ' Construction p g ~ Y pe p g p STEEL TEE POST W/ CAPS supervision of a gl~alified planting foreman, DRIVE INTO GROUND, 8' O,C, (ATTACH ' Management 6 All font material shall be raded Florida No. 1 or better as outlined under rades and WIRE MESH W/ TWISTED WIRE e' TYP. . p g G Standards for Nursery Plants, Part I and II, published by the Florida Department of . • ' NOTE: LOCATE PLANTS IN A TRIANGULAR PATTERN Design/Build ' AS SHOWN, SPACED EQUIDISTANT FROM EACH Agriculture and Consumer Services or to the standards as given in the latest "American OTHER (AT SPACING SPECIFIED IN T+~E PLANT LIST), ~t~l t k ~ ; Stca~dard for Nursery Stock," American National Standards Institute. 7, The Landscape Architect or Owner shall have the right, at any stage of the operations, to N.T.S. ~1~~~ ~ t , reject any and all work and materials which, in his opinion, do not meet with the S~lRUB/C~ROUNDCOV~R Si~ACINC~ PLAN o I req}~irements of these specifications. N.T.S. O , i, m:. n 'C Q 1.+ 'c o cv 8. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted ~ ~ ~ _ horticultural practices as used in the trade. r.? Ir; ~ g ~ q, The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified on the plant list or as indicated on r. the landscape drawing. Height and spread dimensions refer to main body of the plant and IF SHRUB IS B ~ B, THEN not extreme branch tip to tip. The caliper of tree trunks is to be taken one foot above 5-7 HEALTHY FRONDS REMOVE BURLAP ~ ROPE FROM the ground level. MINIMUM. TIE FRONDS WITH BIODEGRADABLE TWINE, HEAD TOP 1/3 OF BALL MINIMUM 3" MULCH m 10. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly TO REMAIN TIED UNTIL PALM maintained until planted. PUSHES IT OPEN. SOIL BERM 11. All tree pits shall be excavated to siu and depth in accordance with the USDA Standard for MINIMUM 12" DEPTH OF PLANTING SOIL Nursery Stock 260.1, unless shown otherwise on the drawings, and backfilled with the 5 LAYERS of BURLAP IN GROUNDCOVER PLANTING BEDS specified planting soil, The Landscape Contractor shall test fill all tree pits with water SECURE BATTENS WITH 2-3/4° 5-2X4X16 WOOD BATTENS before planting to assure proper drainage percolation is available. STEEL BANDS To SECURE BATTENS W DURING PLANTING PROCESS STEEL SAND 3 INC~IES MULGN (SEE LANDSCAPE NOTES FOR TYPE 12, The Landscape Contractor shall be responsible for proper watering of all plants, All plants DO NOT NAIL BATTENS TO PALM TOE NAIL OF MULCH ) shall be thoroughly watered at time of planting and kept adec~ately watered until time of TRUNK. HEIGHT OF BATTENS acce Lance. It shall be the Landsca Contractor's res onsibilit to assure that fonts ar SHALL BE LOCATED IN RELATION p pe p Y p e TO THE HEIGHT OF THE PALM. not over watered, 13, It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to restraighten and replant all plants which lean or fall and to replace all plants 3-2X4 WOOD BRACES STAKED WITH A which are damaged due to lack of proper guying or staking. The Landscape Contractor shall 2X4X24" STAKE PAD BURIED 3" BELOW be legally liable for any damage caused by instability of any plant material, GRADE. ' ; . ~ _ PLANTING SOIL MIXED PER SPECIFICATIONS UNDISTURBED SUBSOIL 14, A11 trees and all palms shall be guyed or staked or braced, The Landscape Contractor shall I I/2"-2" APPROVED MULCH ~ z AVOID CONTACT WITH TRUN,. aetermine which small or multi-trunk trees need to be guyed and staked to maintain plumb. ~ c o Staking of trees and shrubs, if regyired, shall be done as per staking and guying detail 4" OF SAND PLACED ON SACKFILL -PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM. prepared by the Landscape Architect, It shall be the responsibility of the Landsc~a,~z ° , -MAINTAIN 3"-4" MULCH FREE ZONE AROUND BASE OF PLANT. ~ Contractor to remove u s and stakes from the trees and 'ob site after a riod "of q0 ~ FINISHED GRADE g Y J pe days. 15. Plants blown over by high winds, within the guaranteed riod shall not be cause far t~ , S~NRU~ AND GROUNDCOVER PLANTING DETAIL additional expense to the Owner but shall be the res onsibilit of the Landsca Contractor, ~ p Y pe NTS Dame ed fonts shall be re laced b the andsca Contractor at no additional cost to the 9 P p Y L pe PLANT SO THAI TOP OF ROOT BALL .Owner. IS EVEN WITH THE FINISHED GRADE PULVERIZED SOIL SACKFILL AFTER SETTLEMENT, APPROX. 1" ABOVE 16. Sod shall be certified to be free of the imported fire ant, Sod shall have a clean growth FINISHED GRADE A7 TIME OF PLANTING. ALL ROOT BALL COVERING of acceptable grass reasonably free of weeds with not lass than 1 1/2" of soil firml 2 X BALL DIA, MATERIALS SHALL SE COMPLETELY ~ Y REMOVED BEFORE PLANTING adhering to roots, It shall be the responsibility of the Landscape Contractor to measure and determine the exact amount required. This amount shall be verified with the Owner or PLANT LIST Landscape Architect before installation. ~T SYM. QTY. BOTAI "Y. BOTANICAL NAME COMMON NAME DESCRIPTION 17. The Landscape Contractor shall insure adeq}~ate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through any compacted fill to native soil shall be TREES accomplished to insure drainage, If well drained fill is necessar to assure ositive drains a N,T.S. Y p 9~ a~( 'g8 this issue shall be brought up by the Landscape Contractor at time of bidding. 18, The Landscape Contractor shall insure that his work does not interru t established or LI 14 LAGER: LAGERSTROEMIA INDICA GRAPE MYRTLE MULTISTEM .5" AVG CAL., S' MIN NT. ~ p projected drainage patterns. LJ q LIGUST LIGUSTRUM JAPONICUM TREE LIGUSTRUM MULTISTEM 1.5" AVG CAL., 8' MIN NT. Q Q ©a Q Q a z 1q. The Landsca a Contractor shall rune she and remove dead folio a/limbs rom a ist' p p , pe g f x ing IC q ILEX C~ plant material to remain, Confirm with the Landscape Architect or Owner the extent of 8' LOD E POLE ILEX CASSINE DANOON HOLLY 2" CAL., 8' MIN NT work rcgyrired at time of bidding. G QV2 44 QUERCI QUERCUS VIRGINIANA 'NIGH RISE' 'NIGH RISE' OAK 3" CAL., 10' MIN. NT. ` ~ ~ ~ W ~ Y ~ ~ m ~ 20, Mulch - All lent beds shall be to dressed with 3" shredded hardwood mulch or BB 7 BAUNIN p p ~ approved egy~al), BAUNINIA BLAKEANA HONG KONG ORCHID 3" CAL., 10' MIN. NT. ~ ~ ~ ~ Z o ~ ~ CENTER OF TREE SP 34 SABAL SABAL PALMETTO CABBAGE PALMETTO 10'-12' MIN NT CT 21. Transplanted Material - The Landscape Contractor shall be responsible for determining and ~ EDGE of ROOTBALL TN 7 TABEBI TABEBUTA NETEROPNYLLA PINK TRUMPET TREE 2" CAL., 8' MIN NT evaluating which plant materials are suitable for. transplanting and shall verify this with the Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, I o• QV 38 QUERCI horticulturally acceptable measures to assure the successful transplanting of determined plant EDGE OF TRENCH / ~ QUERCUS VIRGINIANA LIVE OAK 3" CAL., 10' MIN. NT. ~ ~ .o ~ materials. The Landscape Contractor shall be responsible for replacing any relocated plant I ~ EX - EXISTIN EXISTING PRESERVED TREES VARIOUS VARIOUS ~ 3 o ~ • ~ z° materials which die if such measures are not taken as determined b the Lca~dsca Y ~ ~ EX - EXISTIN a~ Architect or Owner. Replacement plants shall be of identical species and size if regyired. / ~ EXISTING TREES TO BE RELOCATED VARIOUS VARIOUS ~ ~ ~ ~ U Q~ 0~ u. I ~1 22, MAINTENANCE PRIOR TO FINAL INSPECTION ANA ACCEPTANCE: ~ ~ 15~" SI-IRUBS N Maintenance shall commence after each plant is planted and the maintenance period shall continue until the 'ob ors cific hose of the ob is acre ted b the Landsca Arc ' J pe p j p Y pe hitect 0 or Owner. Extreme care shall be taken to instruct the Owner or his re rescntatives in ~ VO 1101 VIBURI ° p 1 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL., 18" NT MIN., 36'~ O.C, N N general maintenance procedures. J X I/2 NYLON STRAP ° Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, 0' LoD o GROUNDCOVER )VER ~ ~ ° GE P LE tightening, and repairing of guys, replacement of sick or dead plants, resetting plants to v ROOT BALL MIN, 3 INCHES o proper grades or upright. positions and restoration of the planting saucer and all other A80VE GRADE W ~ care needed for proper growth of the plants, - RK 34 ROSA 3 INCISES MULCH ROSA 'KNOCKOUT' KNOCKOUT ROSE 3 GAL., 14" MIN NT., 30" O,C, ~ ~ ~ ~ JF 822 LIGUS' a MAINTAIN 3-4 INCHES v During the maintenance period and u to the data of final acre tance the Landsca = p p ~ lx ~ 1 MIN CLEAR RADIUS AROUND LC 610 LOROP II111t Q 2 LIGUSTRUM JAPONICUM 'JACK FROST' JACK FROST LIGUSTRUM 3 GAL., 14" MIN NT, 14" SPRD., 30" O.C. ~ Contractor shall do all seasonal s ra in and/or Bustin of trees and shrubs, U on l ~ p Y g g p h1~ TRUNK LOROPETALUM CNINENSIS LOROPETALUM 3 GAL., 14" NT., 30" O.C: N ~ W ~ coin letion of all lantin an ins ction for acce tance of work will be held, the OA 3511 OPNI01 a p p 9~ lx p 4 INCH DEEP SAUCER N r, I1 OPNIOPOGON 'ARGENTEOMARGINATUS' AZTEC GRASS 1 GAL,, FULL, 6-8 PPP, 18" O.C. ~ ~ ~ w _ Landscape Contractor shall notify the Landsca Architect or Owner for schedulin of the RI 21(04 RNAP~- - rx g ~ ~ ~ inspection 10 days prior to the anticipated date. ~ ~ ~ , ,,t, , i4 RNAPNIOLEPIS INDICA INDIAN HAWTHORN 3 GAL., 14~~ NT., 30" O.C. ~ ~ ~j ®LEG .1400 LIRIOP c ' i~ ~ SACKFILL MIX )0 LIRIOPE MUSCARI 'EVERGREEN GIANT' EVERGREEN GIANT 1 GAL., FULL, IS" O.C. Z ~ o ~ ~ ~ o. At the time of the inspection, if all of the materials arc acceptable, a written notice will NFS 85q NIBISC q HIBISCUS 'FLORIDA SUNSET' 'FLORIDA SUNSET' 3 GAL., 18" NT., 30" O.C. Z ' be iven b the Landsca Architect o g y pe r Owner to the Landscape Contractor Stating the m date when the Maintenance Period ends. UNDISTURBED SUBSOIL J ~ N M BANIA BY PASPA PASPALUM NOTATUM 'ARGENTINE' ARGENTINE BANIA SOD SOLID SOD, CONTRACTOR TO VERIFY QTY. a W 0 o GUARANTEE AND REPLACEMENT: CUT CIRCULAR RooTS CONTR, N SOD/SS BY STENO NTR. W z All plant materials shall be guaranteed for one (I) year from the time of final STENOTAPNRUM SECUNDATUM ST. AUGUSTINE GRASS SOLID SOD, CONTRACTOR TO VERIFY QTY, a a z inspection and interim acceptance shall be alive and in satisfactory growth for each CONTR, NTR. V , _ ~ yY specific kind of plant. at the end of the guaranteed period. 12° .NOTE: Q U ~ At the end of the uarantee PLANT DESCRIPTIONS g period, any plant regynred under this contract that is dead ;RIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, ~ or not in satisfactory growth, as determined by the Owner or the Landscape Architect, NOTE= SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. CALIPER, HEIGHT, SPR M shall be removed and replaced. Replacement plants shall have an extended guarantee, as GALLON SHRUB DOES I :IGNT, SPREAD, ETC. MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE Z ~ noted above, from time of replacement, ZUB DOES NOT MEET THE HEIGHT OR SPREAD SPECIFICATION, IT WILL NOT BE ACCEPTED. J ORIGINAL IF SPECIFIED PLANTS = ~ PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS RECENED ~ All replacements shall be planted of the same kind and size as specified on the plant list. WITH PLANTS APPROVI 'S APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. CCD 1 '1 inn' - ~ They shall be the responsibility of the Landscape Contractor. u T a ALL OPEN SPACE AREA iPACE AREAS WITHIN THE PROPERTY SHALL HE SODDED UNLESS PAVED, SEEDED AND MULCHED OR 1" cuui PLANTED WITH SHRUB: ITH SHRUBS AND GROUND COVER. PLANNING DEPARTMENT Sheet No. PLANT MATERIALS WHI N ERIALS NHICH ARE UTILIZED TO SATISFY THE LANDSCAPING PLAN MUST MEET FLORIDA GRADE #1 Cny OFCLEMWATER QUALITY. d m 3 SITE TO 5E 100% IRRIG 100% IRRIGATED WITH AUTOMATIC SYSTEM INCLUDING A RAIN SENSOR. _ 1 TREE 91X~ DR9pXENE TREE tREE TREE DBN DRIPLINE SIZE SIZE tREE TREE r NUMBER (INC1aES)(FEET) SPECIES RATING 0-6 REMOVED¦X NUMBER (INCNES)(INCHE5) SPECIES RAtINf 0-b REMOVED¦X I 101 13 18 LIVE OAK 5 261 10 6 PALM 4 _ _~.._..o, n 102 13 14 LIVE OAK 5 262 22 20 AMERICAN ELM 3 1 ~ ~ 103 12 14 LIVE OAK 4 263 14 25 SIBERIAN ELM 4 104 10 14 LIVE OAK 4 X 264 10 20 SIBERIAN ELM 4 N. ` ` .l ~ 105 10 20 LIVE OAK 4 X 265 12 20 SIBERIAN ELM 4 3277A Fruitville Road i 106 12 14 LIVE OAK 4 X 266 8 15 SIBERIAN ELM 3 107 12 14 LIVE OAK 4 X 267 15 16 CYPRESS 5 Sarasota, FL 34237 ~a 1 r ~ ~ 108 12 18 LIVE OAK 5 X 268 15 15 CYPRE5S 5 Phone: 941.365.4771 r r .o.-- i lOq 10 18 LIVE OAK 5 X 2b9 15 15 CYPRESS 5 Fax: 941.365.4779 110 18 30 LIVE OAK 5 X 270 12 12 CYPRESS 5 ~ ' a 111 10 22 LIVE OAK 3 X 271 30 30 CYPRESS 5 / / ~ - 1 , 112 8 12 LIVE OAK 3 X 272 12 12 CYPRESS 5 Certificate of 113 6 12 LIVE OAK 3 X 273 12 12 CYPRESS 5 Authorization No. 3215 ~ - f l J• _ d.. ~ 114 10 6 PALM 3 X 274 12 6 PALM 5 ~ 2007 ~ ' i Al ~ ~ r r ~ I 115 12 6 PALM 3 X 275 20 20 CYPRESS 5 116 12 6 PALM 3 X 276 8 B CYPRESS 5 Engineers ~ / r / 3 117 12 12 LIVE OAK 3 X 277 10 10 CYPRESS 5 O ~ ~ / d -5~ , r , ~ / 118 10 8 LIVE OAK 3 X 278 B 8 CYPRESS 5 Sua'vepors 119 24 25 LIVE OAK 4 X 279 12 12 CYPRE5S 5 Architects V ~ ~ % ~ ; - gg p~,~ ~ .r' i~ y 120 10 10 LIVE OAK 4 2B0 B 8 CYPRESS 5 a~ 121 12 12 LIVE OAK 4 281 12 12 CYPRESS 5 Planners 122 10 10 LIVE OAK 4 X 282 15 15 CYPRESS 5 P ~ ` ~ 9, V m~ r 37 "L, K 123 15 25 LIVE OAK 4 X 2B3 8 B CYPRESS 5 Landscape Architects V ~ - ° ~7 ~ 367 - _ ~ ~ ~ Q;" 124 15 15 LIVE OAK 4 284 8 8 CYPRESS 5 125 18 1B LIVE OAK 4 2B5 10 10 CYPRESS 5 Environmental Scientists G ~ a I ~ ~ i ~ . ~ 9 1 =8 a~. ~G ~ - 1 \ ~ 7 126 15 15 LIVE OAK 4 286 12 12 CYPRE5S 5 S`` 1~ 3A2 ~ V i i cY I \s \ Q~',~, 7 ~ 127 12 12 LIVE OAK 4 287. 15 15 CYPRESS 5 128 15 25 LIVE OAK 4 288 14 14 CYPRESS 5 Construction ~ / 1 n 4 d~373^ ' J U ~ ti~~ 6 ~ 129 15 12 LIVE OAK 4 289 15 15 CYPRESS 5 Management ~ ^..^d....,,.,~,... / r ~ 338. 3 w 130 10 12 LIVE OAK 4 290 14 14 CYPRESS 5 131 15 12 LIVE OAK 4 291 10 10 CYPRESS 5 Design/Bteild ,358 9 2 , ~ ~ ~ ~ ~ 132 10 12 LIVE OAK 4 292 8 8 CYPRESS 5 133 12 25 LIVE OAK 4 293 8 8 CYPRESS 5 134 10 25 LIVE OAK 4 294 8 8 CYPRESS 5 " , . ~ • ~ : , ~ _ / ~ , ~ 3 4 311 309 ~ ~ s o `77325 ^324"323°316® ^31 ~!O* ~ 3 ~ EXISTING VEGETATION AND ~IEDGEROW R f ~ 135 15 16 LIVE OAK 4 295 8 8 CYPRESS 5 , ~''1, , v~ _ TO REMAIN UNDISTURBED ® ; ~3 3 303 > ;N , r ~ , A 1 32 I ~ 136 15 16 LIVE OAK 4 296 8 8 CYPRESS 5 , 1~ ' 137 12 25 LIVE OAK 5 297 8 8 CYPRESS 5 , oy i L~ ' 1 , • , ~ ~ , i ! 45 2 03213 8 ~ 1 ~ aY . 138 12 12 LIVE OAK 3 298 8 8 CYPRESS 5 rn,. ~ g ;i r ~ -...,-Y,,,;~,.~ - 5 • _ r_' ~ t>.~ ~ 3 y 2960297 -q,6~ - ~ + \ / - - - _ . . - - - - - c - \ EXISTING WETLAND/ _ _ t~ I ~ STORMWATER 2932 ~ 1 1 F 1, 139 13 1B BAY 4 299 B 8 CYPRESS 5 :.TM o ' ~ ~~c ' v 140 11 6 PALM 3 300 8 S CYPRESS 5 , , Ifr ~ r In ^ ~ 1 ~ Y e~ 1 1 ~a.; ~ ~ ti / as I ~ EXISTING PRE- , 352 TREATMENT AREA ; 2 s/ ~ ~ \ 141 10 b PALM 3 301 8 8 CYPRESS 5 ,y I Y o I r I d 1 TREATMENT AREA. ~P ~ ~ .291 ~ 3!1 \ v ^ I _ 248 1 ~ j ~ l , ~ 350 ~ 28 r ~ € ; ~ Cn 142. 11 15 LIVE OAK 5 302 8 8 CYPRESS 5 t;~ d;-1;~, vgw 143 6 12 LAUREL OAK 2 X 303 8 8 CYPRESS 5 E'~~ I 1' M ~ W I ~ , / I ~ , C ~ EXISTING NATURAL 2 _ \ 4 I I \I I LIMITS OF ROOT PRUNING (TYP.) , ~ \ ~ ` J ~ RETENTION AREA TO 2 _ _ ~ 304 8 8 CYPRESS 5 -,x 144 16 6 PALM 3 X 305. 8 8 CYPRESS 5 1'~r1111 .I 1 26 I I I ~ J REMAIN UNDISTURBED 1 \ / \ I 1 _ J I 2 ! 223 I Q ~II _ 145 6 12 CRAPE MYRTLE 3 306 8 8 CYPRESS 5 146 18 6 PALM 3 X 307 B 8 CYPRE5S 5 \ 101 \ ~ I ~ ~ / ~ @ 281 ~ / ! 224 r I 147 14 6 PALM 3 X 308 16 I6 CYPRESS 5 \ ~ I o, I / \ II L3^ Q 148 18 6 PALM 3 X 309 12 12 CYPRESS 5 149 6 12 CRAPE MYRTLE 3 310 6 12 CYPRESS 5 1 r r \ I \ / ~ I - I ~ 26 0 22 150 6 12 CRAPE MYRTLE 3 311 6 12 CYPRESS 5 m I 1 t I \ / \ I~ 6 277 p ~ 151 17 17 LIVE OAK 5 312 8 8 CYPRESS 5 152 10 10 LIVE OAK 4 313 12 12 CYPRESS 5 , \ _ v - / I s~ I , _ i 270 153 12 12 LIVE OAK 3 314 B 8 CYPRESS 5 v ~s -°27 ~ ~ ~ t 0 vl ~ I I II -~A7- - - - ~Y~I~Y~t1~Y~t..~.Y~Y~Y~Y~Y.~t....Y~..Y~1~1~1.~.N~..Y~[ r ~ Y~ 1 ~j 154 13 6 PALM 3 X 315 10 10 CYPRESS 5 155 14 6 PALM 3 316 6 12 CYPRESS 5 0 156 12 6 PALM 3 317 10 10 CYPRE5S 5 V._.. i ~ ~ LJ.. N 157 14 6 PALM 3 X 318 10 10 CYPRESS 5 158 13 6 PALM 3 X 319 B 8 CYPRESS 5 \ 7 II 15q 14 6 PALM 3 X 320 8 8 CYPRESS 5 1 W / \ \ ~ ~ ' 14'\ 160 b 12 SIBERIAN ELM 3 X 321 B 8 CYPRESS 5 161 b 12 SIBERIAN ELM 3 X 322 8 8 CYPRESS 5 I 14 1 \ ~ I ~I ~ Z n- 1 ~ i 1 I ~ 0 162 6 12 SIBERIAN ELM 3 323 8 8 CYPRESS 5 i ! UI~ t\ / ~ , ~ ~ aww 163 5 10 SIBERIAN ELM 3 324 B 8 CYPRESS 5 164 7 14 SIBERIAN ELM 3 325 6 12 CYPRESS 5 ~ 0 \ ~ ~ \ I' IMI S 0 UNIN TYP. ~ - / \ L T F ROOT PR G ( ) ; W 165 6 12 SIBERIAN ELM 4 326 8 8 CYPRESS 5 Ibb 8 8 SIBERIAN ELM 3 X 327 6 12 CYPRE5S 5 I i', I Z ~ 1 / ~ ib7 b 12 SIBERIAN ELM 3 X 328 6 12 CYPRESS 5 lb8 6 12 LIVE OAK 3 32q b 12 CYPRESS 5 \ / \ 12 169 10 12 LIVE OAK 3 330 6 12 CYPRE5S 5 1 ~ ~ I / 170 10 12 LIVE OAK 3 331 6 12 CYPRESS 5 171 6 12 LIVE OAK 3 332 b 12 CYPRE5S 5 ~ i , ~a ~ ~ 1 \ P I I i w 172 8 12 LIVE OAK 3 333 8 8 CYPRE5S 5 p 173 10 10 LIVE OAK 3 334 12 12 CYPRE5S 5 'N ~ II I T; 11 u . - O 174 9 12 LIVE OAK 3 335 30 30 CYPRESS 5 ' j I ~ I REVISE (g ~ 175 B 12 LIVE OAK 3 336 24 24 CYPRESS 5 ~ 176 10 12 LIVE OAK 3 337 24 24 CYPRESS 5 1 I i isn7ros I r- I I 1 / 173\ ~ Q as 1 ~ g p - I 177 B 9 LIVE OAK 3 33B 30 30 CYPRE5S 5 \ / ~ I '~4 ~ i 1 ~a ~ w \ - ro 178 6 12 LIVE OAK 3 339 24 24 CYPRESS 5 179 6 12 ~ LIVE OAK 3 340 12 12 CYPRE5S 5 180 7 14 LIVE OAK 5 341 10 10 OAK 5 16 ~I I IAN I , t i 181 6 12 LIVE OAK 5 342 15 6 PALM 5 182 12 12 LIVE OAK 3 343 24 24 CYPRE5S 5 C-143-SGL-NO ~ i, 183 6 12 SIBERIAN ELM 5 344 15 15 CYPRESS 5 EXISTING STORE (NOT INCL. GARDEN CENTER): t 112,172 S.F. { EXISTING GROSS S.F. = t119,53D S.F. _ t \ -I 184 6 12 SIBERIAN ELM 5 345 12 12 CYPRESS 5 / ~ PROPOSED GROSS S.F. (NOT INCL. GARDEN CENTER) =1152,494 S.F. ~ ~ , , / ^ / ~ , litfkti I / 1 PROPOSED GROSS S.F. =1157,990 S.F. I ~ I ~7 I.. 1B5 6 12 SIBERIAN ELM 5 346 15 15 CYPRESS 5 18b 16 b PALM 4 347 15 15 CYPRESS 5 I ° I APPROX F.F.E. = 58.00 165 I ~ _ 1 \ I; I ~ 187 Ib 6 PALM 4 348 16 16 CYPRESS 5 x ,7, MA CSI IN S S~FET TR 2 I . ,641.._= , ~ I 188 Ib b PALM 4 ,349 1b 16 CYPRESS 5 189 14 6 PALM 4 350 10 10 CYPRE5S 5 ® T L F EE I _ 1 YY~ YY~ ~ ~ ~ t• ~ ~ YY~ YY~ ~ ~ YY~ ~ ~ ~ YY~ ~ YY~ YY~ ~ ~ ~ ~ ~ ~ YY~ ~ YY~ YY~ ~ YY~ YYt? ~ ~ ~ ~ tYt? ¦ r- 190 14 6 PALM 4 351 24 24 CYPRESS 5 II \ r/ 191 14 6 PALM 4 352 16 16 CYPRESS 5 192 it b PALM 4 353 10 10 CYPRESS 5 _ I >~f A CSI I N S SCI ET ~R 3 ~ L ~ ~E ~ s r~ 163 / \ , \ 193 4 8 SIBERIAN ELM 2 354 30 30 CYPRESS 5 1 ~ I I I 1 I i 1 \ I \ 194 14 6 PALM 3 355 24 24 CYPRESS 5 195 13 6 PALM 3 356 20 20 CYPRE5S 5 . c: O6 196 14 6 PALM 3 357 15 15 CYPRESS 5 197 7 7 LIVE OAK 5 358 15 15 CYPRESS 5 ~ I 1 / I ~ ~ I a~ R 1 \ i t 35q 15 15 CYPRE5S 5 ~ 198 10 10 LIVE OAK 4 360 15 15 CYPRESS 5 I a ~ I I .i 1qq b 12 LIVE OAK 5 361 I6 16 CYPRESS , 5 p i ® ; , 1 200 8 8 LIVE OAK 5 362 20 20 CYPRE55 5 a a a a a a a Z 201 16 16 LIVE OAK 5 363 20 20 CYPRE5S 5 i n r ' 4 I .p~ 11' / A. N I / ,LI / 4IX' 202 14 6 PALM 3 964 20 20 CYPRESS 5 ~ 2 r- 203 14 6 PALM 3 365 12 12 CYPRESS 5 ~ 204 14 6 PALM 3 366 30 30 CYPRESS 5 ~ ~ ~ ~ coo o ~ D. I i I~. a' 1 205 8 12 LIVE OAK 5 V) W 367 15 15 OAK 5 ~ Y II ~''y ~ ® LIMITS OF R007 PRUNING 17P. ' ~ ' ~ ' ~ / ~ r ~ - r \ 206 8 12 LIVE OAK 5 368 8 8 OAK 5 ~ ~ ~ ~ o ~ 207 8 15 LIVE OAK 2 369 12 12 OAK 5 / \ / \ r 1 1 , / I 160 / 1 ~ ~ ~ ' 208 10 12 LIVE OAK 4 370 48 48 OAK 5 I ~ f % : ~ +6a' y i I ~1 `1 I 209 6 12 LIVE OAK 4 371 13 13 OAK 5 210 6 12 LIVE OAK 4 972 12 b PALM 5 I , I 25a ~ ~ 1 I ~ ~ I I: '%s - ~ 211 10 12 LIVE OAK 4 i I6 N, f 212 6 12 LIVE OAK 3 373 20 6 PALM 5 ~ ~ 213 6 12 LIVE OAK I 374 7 7 OAK 5 ~ t P I r r 214 8 12 LIVE OAK 2 3'15 30 30 OAK 5 ~ ~ ~ m ~ ' i . i / r / r v ~ / v , " r 215 6 12 LIVE OAK 1 376 12 12 OAK 5 ~ 3 ~ p ~ Z 377 18 18 CYPRE5S 5 'cn 4i 216 14 6 PALM 5 378 12 12 CYPRE5S 5 ~ ~ ~ a ~ m ~ ~ 7 v ® ~i 2~ i I „ ~ ~ ~ 217 17 6 PALM 4 379 10 10 CYPRE5S 5 ~ ~ U Q (4 ~ ~ IL 1 1 r 1 18 I' r ~ ~ ~ . ~ I ,4 ~ 1 i , \ ~ ~ ~ I ~ 218 10 11 LIVE OAK 5 380 12 6 PALM 5 219 12 6 PALM 5 381 12 6 PALM 5 220 13 13 LIVE OAK 5 382 24 24 CYPRESS 5 j y / 1\ ~ 15 I~ I 1 r 191 ~i m l I y ~ i i' ~ 221 12 6 PALM 4 222 8 6 PALM 4 v I/ ~V I 1 ~ 2 ~ ; c / I/ I ?~,aK• \I 1 223 8 6 PALM 4 o d k 1~ _ 168 6/ 0 I\ ~ \ /1 ~ 1 C~ ~ 224 12 6 PALM 4 225 12 6 PALM 4 N ~ y ~ ~ 13 16 I i x X11 I y ~ _ _ 226 10 6 PALM 4 ~ o I V r l c~ I _ ~ ~ 228 II 18 LIVE OAK 5 W 229 13 19 LIVE OAK 5 ~ m I I E, , to \ ~ ~ ~ \ / 230 8 10 BAY 3 Z O \ / Y-® / I \I y 1 0 , ~ ~l i 4~ 231 12 17 AMERICAN ELM 5 IW- 232 8 6 PALM 4 J Q a \ x K ~ - - - ur ~ - - j- - 45 r~ jwv ~ ~ I 233 12 6 PALM 4 0. 234 10 14 LIVE OAK 5 Z ~ Q 235 10 6 LIVE OAK 4 TOTAL TREES ON SITE ¦ 281 ~ W ~ \ •i 236 10 15 LIVE OAK 4 0 Z J i 71 1 \ I 1 237 10 18 LIVE OAK 4 TOTAL TREES SAVED ¦ 247 U 238 10 25 LIVE OAK 4 v ' m ~ ~ ~e ,N~ ~ I ~ / Lr I ~ ~ ~ i I i' d aM1 ~ ,~'r 239 12 16 LIVE OAK 4 TOTAL TREES REMOVED ¦ 34 W ~ o A ' 240 10 16 LIVE OAK 4 241 10 25 LIVE OAK 4 TO'T'AL TREES PROVIDED¦ 161 ~ ~ ~ ~ ` ~ ; 1 x~ \I ~ -...Y,.,..Y-.~=n:.._x_r-Y.„-a--u.~.z,,,-r.,c ~ ~ ,fir i 242 10 12 LIVE OAK 4 W ` N ri \ u 41 s i ~ u~ O m ~ _ ~ i; 243 10 14 LIVE OAK 4 TOTAL DBH REMOVED ¦ 400 ~ 244 8 13 TALLOW 4 TOTAL DBN REPLACED 4s RETAINED ¦ 3377.50 W ~ 0 ~a. \ e h p ~q i~ 4 ` 1 w' 245 12 18 LIVE OAK 4 z /r \ N 1 ~ - . r ~ 51 I / v 1 / ~ ~ ~ 246 12 18 LIVE OAK 4 X ~ ~ Z 247 12 18 LIVE OAK 4 x / \ s G t~ I 0. P• lea +•a~ 1\ 2 / / 1 , ~ 3~` 248 54 55 LIVE OAK 4 FOR TREE NUMBERS 247,248,29, AND 250, ~ y Y 249 40 30 LIVE OAK 4 U 250 10 14 LIVE oAK 4 IT IS IMPERATIVE THAT TREE PROTECTION ~ 0 ~a3 S ~ F I I 251 7 Iz oAK 3 x FENCE BE INSTALLED TO THE FURTHEST ~ ' i ~ ~ " ~ 0 REMOVED TREE ~ p~ I ~ ,\y ,f ~'~f ~ 1 r 252 16 36 oAK 5 x DRIPLINE POINT WHERE CONSTRUCTION WILL 253 11 14 LIVE OAK 6 OCCUR. v r~, ~ i-7 ~r ~ ~ 5 ~ ~ ,,,..,~..,.~....~i i Y. / ~ ~ ~ ; dF-~ ,wd ~ ~ - 254 10 10 SIBEREN ELM 4 ~ / ~ 1; \ ,,1 265 18 29 AMERICAN ELM 5 ORIGINAL 'a / `m / ~ V ~ ~k; ~ Q I ~ I- SAVED TREE WITH DRIPLINE 256 15 29 AMERICAN ELM 6 RECENED 257 15 29 AMERICAN ELM b ~IGG IT AD AMCGIrAAI CI M G 259 10 6 PALM v~ - 4 SEP 13 2001 m iT , 260 10 6 PALM 4 Sheet No. "LANNING L)EPARTmENT CITY OF CLEARWATER 0 30 60 120 SCA : I"= 60 % s1 TH,• 1 , 1,~,, l,~ ; m . PR° ~ ~ ~ ~ ¢pp.W9 ,std _ _ gtP p~g"seg.. , _ -'r.: r ,r~ti" ~ ° I ~ , . ~ ~ a 3277A Fruitville Road r ~ ~ _ - Sarasota, FL 34237 y ~ I , Phone: 941.365.4771 _ > i J Fax: 941.365.4779 ~T _ Certificate of „I 4 - d ~ Authori>atiou No. 3215 2007 Vi 74 1 1~ ~ u: r,., t 11 /M ~ 4 ~ Engineers - _ _ _ ' ~ ,r Surae~ors ~ , r 1 d ~ J ~ e,~~ ~ Architects P ~ ^ ~ ~ ~ u ' ¦ S ~ ,r ~ Planners r~ i ' ~ ~ / ~ Q ~ ~ Landscape Architects i t ~ a" ~ nvzrona~tental Scientist , ' - - - - _ - i - . E s _ J,,,,.~- _.r~ - s racc i SEES L- on t t'on a ~ ~v;° ,ice ,f - - - - - ~ Management i _A ~ . a ' ~ ' ~ I Design/Build ~ r I / , r / , . r \ / ~ 'F.~t ~ Ek(kI r~ ~ ~ a ~ o / / f. it 1 ,try' ~),I. F~N~~N i i6oP°~~~~ 51 ~ 'R ~ a \ I ~ I Q ,a ~ i[2 f N3 ~ ~ `'`w~.,,,.. 373 ~ ~ a ~ r, , I, ~ ~ i , ~ 367 i a ` lam,`' ~ d : KEY MAP ~ ; - - 66 ~ ~ :6q 3, 37~ i ~7 ~ i ~ _ ~ ~ ~ . • 342 i ~ i ~ ~ SCALE 1 200 ; ~ ~ ~ I a~ l i o m 1372., ~ ~I 361 ~ 33 ti ~ ~ { ; 362 338 , ~ 3$0 ~ ~ Q i ao ~ , - 357 y _ . 1 ~ 3'56 1, 3 5 ' ~ % t , i m 31~ ~ ~ ~ z . ~ ~ 311 d ~ ~ 33 - 314 _ ~ ~ ~ i 2 331-. 314 311 309 ~ ~ ~ ~ ~ ~ c ~ t..._----- ~ d ~ , ~ 32 '324°~323~°316-. ~313~: ~ EXISTING VEGETATION AND HEDGEROW I 7325 I i 334_ , TO REMAIN UNDISTURBED f 35 ' 333 ~ ~31(0--~~313I~0 p5304 ~Y ~ ~y ~ ~ ~ X03 • { : \ a ~ - f f ' 36 33 326 3~q~` _3 r , ~ - , , F~• r- , ~ 2 320 ~I 31 _ _ ~l__... - , ~9_.__ _ ~ 9 f 28 318 30 3 ~1.. 31 Ob. 302 / ~''~,~`~•1 ~ ; ; - - - - i 3'~3 45 321 0 ~0 30 1 301 + _ \ 296 300 ~ - I - ~ _ ~ - _ _ _ _ - - - 56 - - - - - ' EXISTING WETLAND! ,2 ~ ~ ~ q, / - - ~ 4a STGP,P~INATER 2q , ~e ~ ~ ~ I I / E- a~ ~ c I 53 I I EXISTING PR ~ 352 ~ 44 TREATMENT AREA 2q1 2 ~2q ; 291 %s + ~ ' ~ ~ ~ I "I ' ~ TREATMENT AREA/ 3. 4 ~ 46 2qf I 248 ® ~ ~ _ I 350 3"x`1 28d~ 290xr' / / j~ ~ 2a91~ 28 f - ~ ' ~ W .N ~ ~ EXISTING NATURAL 28 I ~ LIMITS OF ROOT'PiRUNING (TYP.) ~ ~ \ RE ~ EN°1'ION AREA TO 28 I I I ~ ~ / ~ 28 28~~ - > ~~,I ~ I I ~ ~ I ~ ~ ~ REMAIN UNDISTURBED 28, „ / ~ I f 283 28~ 28, , 2S~ Ic ' 223 Q 283 28~ _ > \ ~ . 101 \ I \ ~ I 281 ~ x - ~ / 281 ~ i ~ 217 ~ ~ ~ / ~ 2t \4 ` 224 ( \ ~ 28~ ~7~ ~ ~ ~ ~ ' ~ t ; ~ Q r _ 1 ~ _ r \ I ~7~ ~ I Z781~~ ~ , _ I ~ ,i ~ I ~ ~ E~ 267 I I I I I ~ ~ / ` \ I! 277 K .7 22 ~ K _ , ~ ~ 6 ~ 26 b I ~ ~ I a~ l I 72 _.-._a- \ 1.0.4 ~ , ~ 2 ~ \ 270 ,27ro - 54 f 1 _ 55 _ ~ _ ~ _ 27.3;; ~ ~ „ z / I / 1 a ~{~;pn X75 ' _ -,~7- X~-~X---# X--X--k--x #-R-x-F-R-%-X....~x~~~q~x-•M-M---%-- 1 ~ J ~ ~ \ 1 l _ c U0 \ ~ - 6 \ I / ~ ~ (~1~ _ ~ _ i ~ \ / 25• ' I YfF/~' I ~ W / \ ~ I r I4 \ ~ ~ I - 1 nr I / ~ ~ ti..~ 1 p~~ 4®444442 ~ j, ~ \ ~ (J - \ ~ / 1 • I, N ~ p.. ~ LIMITS OF ROOT PRUNING (TYP.) i,,;- i \ ~ , L~ ~a ~ W ~ Y u ~ ~ ~ W~m ~ ~ ~ ~ o ~ H ~ ( . ~ I I 1 .o z~ ~ I \ ~ ~ / •d. , 12 - ~ .n a 11 ~ ~ _ r v I a¢. / - I I ~ ' ~ ~ ~ i 1 ~ m a o i ,ti , - P ~ /E ~ '~3 m a~ m2 1 m .n /I I ~ ~ ~ 11 _ - ~ ~ ~ o o U Q in o ~ i~ I ~ / \ / I I , I I y I REVISED ` ~m I 12!17!06 1 I '17~'\ Z z~ g 2 / . ~ I ~ I \ / ; 7~. ~ ~ ~ .I ~ ~ i ° ~i / ~ I ~ w I ~ i I d ~ ~ J - - - _ C I ~r~R~~R 16 r 1 I ~ .:l Z ~ W C-143-SGL-NO ( 'I ~ ~ Q EXISTING STORE NOT INCL. GARDEN CENTER : ± 112172 S.F. ~ ( ~ i ~ EXISTING GROSS S.F. _ ±119,530 S.F, ~ ~ a ~ ~ Z Q ~ l ' PROPOSED GROSS S.F. (NOT INCL. GARDEN CENTER) =±152,494 S,F, _ o$ ~ 2 I ~ PROPOSED GROSS S.F, =±157 990 S.F, a" / ~ y ~ f ~ v ~ 'Q I I I APPROX F.F.E. =58.00 { 165 4~ I ~ . 1 I I ~ 1 4_ I Z ~Wo ~ ~ \ ~ % h °C w ~~N x ~ ~ ~ 164 1~ ~ / I ~ I~~. ~ ~ t 1 ~ ~ 0 / I ~ MA~'C~NLINE SEE SHIT. 1'R-3 ~ ~Z ~ yY ~RIGINAI U RECENED SEP 13 ~ 1001 ~ ~f L SAV1=D TREE PL~4NNING pEPARTMENT ~ \ CRY OF CLEgRWA1ER L REMOVED TREE Sheet No. 0 20 40 80 SCALE: 1 40' L TH~2 I 3277A Fruitville Road Sarasota, FL 34237 Phone: 941.3b5.4771 Fax: 941.365.4779 Certificate of Autkorization No. 329.5 (Cj 2007 Engineers iI iJ ~ tv ~ ~ I Srrrve ors 1 I ~ ~ ~ ~ i - 1641. ~ ~ ~ ~ ~ MATCNLINE SEE SHIT. TR 2 \ ~ ~ ~ Architects r~ o ~ m®®®®®m®m®®mvmmsmmm®mmmmmm mm mmtim®me®v®mmm ~mmmmmmem m~ a Planners ~ ~ ~ ~ 4 ~ i Landscape Architects I 1 ' _ Environmental Scientists t~ _i ~ ~ ~ 163 ~ ~ a ! ~ 1 3c~ , I I 1 I ~ Construction ® r~ ,'F. ~ ~ OG I Management / ~n y ~ i Q ~ ~ .1 I 1 "A~,.wy ~ i ~ Design/Build ~ I 5 r- ~ E .n.: E 1 I I a ~ 1 ~ i" i I ~ - 1 1.~. ~ ~ „~F.: (f FJ/ R\\_ / / r, . ~ r?~, [ ~ I ~ / II ~ 20 ~ / . , r C~. I ~pQ. o mss, 1_ / y ~ / ` \ r 2 / ~ ~ ~ ~ ~ ~ ~ ~ ~ / r. ~ LIMITS OF RODT PRUNING (TYP.) ~ ~ I \ ~ ~ , ` 180 7 I 1~ r ~ - ~ ~ i ~ i. ~ J it I ~ ~ I i ' ~ 1, ~ ~l, : , ~ i 1 i 1 1 ~ ~ ~ ~ / ~ ~ i , r~ ~r ~ ~ ~ ~ ~ I i ~ i i \ ~ m 1~1 , 11 4° I i I=`I ~ ~i i i I , 15 lay A ~ ~ 18~ ~ I ~ ~ i 15 ~ ~ v ,1~ 18 ~ ~ 8' : ~ 191 ~ 15 \ ~ 1 / 1 ~ ~ ~ ~ ~ I ~ ~r, ; f 9 r 1 ~ ~ I'2 ~ ~ I ~ la., ~ la / ~i / ~ ~ ~ ~ ~ ~ I ~ ~ la ~~1 ~ o \ ~ ~ ~ I i la' f ~ ~ a~ '~11 I Y - •1 I ~ j` 3 , - ~ , I r ",w~ \ ~ \ < I ~ x-x ~ 9 , I / ~0 , ~ a ~~I 6 ~ f ~ ~ ~ ~ 145 , ~ ~ ,~C I ur uk uT ~ ~ fur. ~ ~ T ~ ~ I ~ -1 - 1 ~ ~ ~ 1""~ I 13a ~ , ~ x x x ~ ~ I ~ ~ _ _ a / - , i x--x-x-°-x---x--x x ~ ` \ ~ ~ i gyp, ~ K \ 2~ - art, I ~ ~ I ~ - ~'`,i e.~ r' 0 ~ ~ 41 ~ / 4~ ~ ~ ~ ~ A i ~ . 4•. 9~ i ~ / ~ , rv.. ~c~..~„~w,,,,,~ ~ ~ t k.~ ~1 ~ ._.J ~ ~ ~ a ~ / 44444442 0 20 X40 80 ~ + ~ _ i il'Fa ~ I / .r SCALE. 1"a 40' tr m ~ ~ ~ o ~ ~ , I i ~ ~ G ~ ~ ~ ~ „ ~ ~ ~ ` ~ o ~ ~'-I i ~ 1 i ~ 0 9 ~ ~ ~ ~ I t? I ~ / ~ i ~ ~ ~ %I i ~ f 7~ 0 Y ~ o SEE SNT. TR-1 ~ ~ ~ a ~ ~ m -'1 ~ ~,~a ;1 Yo ~ ~ ~ 3 ~ / i 'lei - - • x 1 , m. ~ ~ ~ I I / / , L ~ v ~ ~ = - ~ ~ I ~ ~ ~ ~ 'iii o "E' ( ~ ~ b N I x ~ o ~ ~ M / i~ i ~ f d z~ X I / ~ ~ % i 9 d _ ~ ~ 0 a ~ m u»mew.voo ~ U RT Z W ~ i 1 ~ c i o azJ 9~ I11 V - N 1~ / / N ~ ~.,,„...m I- W ' w ~J ~ Lf~ N ~ ~ ~ ; ~ a / LWL r ~ ~ r i ` Q o / I _ ~ ~ ~ N o ~ i / / Qa ~ ' ' / ~ ~ ~ ~ ~ - SAVED TREE W ' ~ N /l i O ~ ~ / / _ v. ~ ~.a~ . ~ y z ' i i~ ~ . ~ ~ ~ ~ ~ „ ~ ORIGINAL 3 ~ i ti, ~ i a ~ ~ ~ t ~ RECENED a %f ~ i .~-~r~~~ ~ as°.a. ~ . a~-.d.• d-- ~ ~ ~ REMOVED TREE / ; SEP 13 2001 ,ems , ~ i ~ ez` • • ~~o~~° "a*e'~51 'ICILY OFF CL EPARTMENi EARWATER ~ 1 i I _ m ~1 1 i ~ ~ ~ / i ~ O ? ltl % f Sheet No. N ~i U v N V M KEY MAP TR~3 3 SCALE = 1" 200' (7 SEE SNT, TR-1 1 ~ r' t '"f < _ ~ ~ ~a 3277A Frnitville Road Sarasota, FL 34237 Phone: 941.365.4771 / r' Fax: 941.365.4779 ~ 1,, ~ v' r ~ f ~J ~ r 1 t i Certificate of ? % 3 O ~ a O I Authorization No: 3215 CI~"Y OF CLEARWA~"~R RA~"INC~ SYS~"E>`1 ~2°°7 , ; pp,,~~ :i f 4 ~ E": Y' 'm' ~ , ' 37 ~'I , Engineers THE TREE INVENTORY SHALL UTILIZE THE FOLLOWING RATING SYSTEM. ALL TREES Surveyors A~/" l"~'' , ~ p/ •a c ~o d~1~' I VVr` P.1 1 ~ as 4n. G / RATED 2 OR BELOW SHALL BE REMOVED FROM THE SITE. REVISE THE INVENTORY 7 % ; -367 , PRIOR TO D.O. Arcki teas ~ 'tea Ai ( ~Q~ 6B 37 ~ - 0. A DEAD TREE Planners 5 Qd f~5 ~ S 41 ~B , . I „R~°,~ , I , , 1. A TREE THAT IS DYING, SEVERELY DECLINING, HAZARDOUS, HARBORING A Landscape Architects COMMUNICABLE DISEASE OR A TREE DESIGNATED BY 7HE STATE OF FLORIDA'S EXOTIC I _ I. I PEST PLANT COUNCIL AS A CATEGORY #1 ECOLOGICAL PEST I.E., BRAZILIAN PEPPER Exxvironnxental Scientists \ - - j' ~3,61r i 33 Q ~~yp,m Ii . i ..~356~ 2 ` 336 + 3~~ Ii -q TREE (SCHINUS TEREBINTHIFOLIUS). ATREE WITH A RATING OF 1 SHOULD BE REMOVED ~ ` , - ~ AS IT IS BEYOND TREATMENT AND IS A THREAT TO CAUSE PERSONAL INJURY OR Construction PROPERTY DAMAGE. Managenxent ~ -''`r \ 311 3 i ,I z ~ 1 332.3 314 ~ Yk~ , r v ~j z ~ ~ EXISTING VEGETATION AND HEDGEROW ~ ~ j 324'323-316-~ 31 -310 e~ ~ ~ ! _ _ TO REMAIN UNDISTURBED ~ 1'' 33~ °304 - ~ ~ 2. A TREE EXHIBITING SERIOUS STRUCTURAL DEFECTS SUCH AS CADOMINANT STEMS Design/Build WITH INCLUDED BARK AT OR NEAR THE BASE, LARGE CAVITIES, LARGE AREAS OF / - . - , r~,,,.~ i , 6 3 , . . _ X03 ~ MVO; pil ~I ~l ~ / •,,.r, I 032136 -3 I + • DECAYED WOOD, GROWN DIEBACK, CRACKED/SPLIT SCAFFOLD BRANCHES, EGT. IN - ~ y~; ~'c. ; _ ~ _ ,z ~ ~ 2 - - - - mom.-"°. - - \ EXISTING WETLAND/ I \ ADDITION, A TREE WITH HEALTH ISSUES SUCH AS LOW ENERGY, LOW LIVE GROWN ~ ; , , ~ ~ STGRMWATER 99 € , - I 1 1., \I RATIO, SERIOUS DISEASE OR INSECT PROBLEMS, NUTRITIONAL DEFICIENCIES OR SOIL sR ' ''1Eft PH PROBLEMS. A TREE WITH A RATING OF #2 CONDITION RATING WILL TYPICALLY . ~ ~ 1 ~ s3 1 ~ & EXISTING PRE- ( ~6 TREATMENT AREA Z91 q w ~j I\ ~ r- I 1 2,~ I q 1 TREATMENT AREA/ Ih Zap ~ \ REQUIRE A CONSIDERABLE AMOUNT OF MAINTENANCE TO QUALIFY FOR AN UPGRADE OF ~ Ca n ~ i,, x I r, I ~ ~ 350 7 23d 8-~ / I \ , ~ ~ ~ EXISTING NATURAL 2~/ i W THE CONDITION RATING. o c~~;, I 1 / I LIMITS OF ROOT PRUNING (TYP.) \ ~ \ ~ ` RETENTION AREA TO 2 r I 1 - - 1 1 4 I r l ~ s I ~ 2e~ .-,°;,'.v- ~ I e 2 _ 3. A TREE WITH AVERAGE STRUCTURE AND SYSTEMIC HEALTH AND WITH PROBLEMS ~ ~ ~ w ~ 30~; ~1 / ~ / / \ 1 I ~ ( REMAIN UNDISTURBED ~ Q \ \ J 101 - r I I I ~ ~..w~.~.~._~._.~ I 2 .26~ ; > THAT GAN BE CORRECTED WITH MODERATE MAINTENANCE. A TREE WITH A CODOMINANT ~ \ ~ I I \ / ~ 1: 261 - 2 - - v t ~~a I ~ I v , ~ ~ h ~ 11j`l 1 ~ o ' 224 I ~ ! /J ~ ~ ~ ~ ~ ' STEM NOT IN THE BASAL AREA WILL SE SUBORDINATED OR GABLED AND BRACED OR A CODOMINANT STEM THAT WILL SOON HAVE INCLUDED BARK GAN BE INCLUDED AS A ~ ~~~b'l,~~~j ~ ~ \ f , , f 11 ~ Q #3. A TREE WITH A RATING OF #3 HAS AVERAGE APPEARANCE, CROWN pENSITY AND I ,t ( / / \ r ~ 1 E~~ I ,1_. I 26 2 0 278 ,J I I r 1 ~ 1 I \ / \r 1~ 277: 1 ~ LIVE CROWN RATIO ANp SHOULD BE PRESERVED IF POSSIBLE. T- \ ~ I \ 1Vi.-1-___.-_ _ I 53 I ~ _ ~'1~, ~ 7ft7 r 4. A TREE WITH A RATING OF 4 HAS GOOD STRUCTURE AND SYSTEMIC HEALTH WITH ~ a MINOR PROBLEMS THAT CAN BE EASILY CORRECTED WITH MINOR MAINTENANCE. THE ~ -sL - v _ ~ 75 ~ ~ J . ~ml "i C r A ~~n~it--k~..K~-i~•.lf~i~s--M~f~k -max ~ - ~ i ~ A L TREE SHOULD HAVE AN ATTRACTIVE APPEARANCE AND BE ESSENTIALLY FREE OF ANY ~p DEBILITATING DISEASE OR INSECT PROBLEM. THE TREE SHOULD ALSO NAVE ABOVE f~ ~ 1 n G ~ rr i , - Ali ~ r I L AVERAGE CROWN DENSITY AND LIVE CROWN RATIO. MATURE TREES EXHIBITING SCARS, ~ s ~ E' i _ p OLD WOUNDS, SMALL CAVITIES, OR OTHER PROBLEMS THAT ARE NOT DEBILITATING CAN BE INCLUDED IN THIS GROUP PARTICULARLY IF THEY POSSESS UNIQUE FORM OR _ II \ / / \ OTHER AESTHETIC AMENITIES RELATING TO THEIR AGE. A TREE WITH A RATING OF 4 ~ , \ ~ ~ ~I 1 '05 ' 1 \ I 1 ~ ~ ~ L IS VALUABLE TO tHE PROPERTY AND SHOULD BE PRESERVED. II ~ ~ 1 I 5. A TREE WITH VARY HIGH LIVE GROWN RATIO AND EXCEPTIONAL STRUCTURE AND ~ I 5YSTEMATIC HEALTH AND VIRTUALLY FREE OF INSECT OR DISEASE PROBLEMS OR - v I LIMITS OF ROOT PRUNING T(P. / v ( ) ~ ( ~ r ~ ~ NUTRITIONAL DEFICIENCIES. A TREE IN THIS CATEGORY SHOULD HAVE BALANCED CROWN WITH IXCEPTIONAL AESTHETIC AMENITIES. A TREE IN THIS CATEGORY SHOULD I .C I BE OF A SPECIES THAT POSSESSES CHARACTERISTICS INHERENT TO LONGEVITY AND 1 / . ~I ~ WITHSTANDING CONSTRUCTION IMPACTS. A TREE WITH A #5 RATING LENDS CONSIDERABLE VALUES TO THE SITE AND SHOULD BE INCORPORATED INTO THE SITE DESIGN. A TREE WITH A #5 RATING IS WORTHY OF SIGNIFICANT SITE PLAN i _ ' ~ MODIFICATION TO ENSURE ITS PREVENTION. ~ a ~ .a ! y~ I I /I IT»I ~ 1 - 6. A SPECIMEN TREE. A SPECIMEN TREE IS A TREE THAT POSSESSES A COMBINATION I! % I , II I I REVISE OF SUPERIOR QUALITIES IN REGARDa 70 SYSTEMIC HEALTH, STRUCTURAL STRENGTH, I wnros _ CROWN DENSITY, LIVE CROWN RATIO, FORM (BALANCED CROWN), OVERALL AESTHETIC ~ APPEAL, SIZE, SPECIES, AGE AND UNIQUENESS. A GREAT EFFORT SHOULD BE MADE TO ~ PRESERVE A SPECIMEN TREE. IN ADDITION, A SPECIMEN TREE SHOULD HAVE ~ ~ UNDISTURBED AREA EQUAL TO ITS DRIPLINE (EQUAL TO THE BRANCH SPREAD TO ~ .~,..m. an r ~ ~ ~ 1 / _ 16 ~ I o~ , ~ r1 GROW IN), ONLY AN EXPERIENCED AND COMPETENT INTERNATIONAL SOCIETY OF ~ C-143-SGL-NO ~ v ~ / ~ - tea ARBORCULTURE (I.S.A.) CERTIFIED ARBORIST SHOULD BE ALLOWED TO WORK ON A SPECIMEN TREE. EXISTING STORE NOT INCL. GARDEN CENTER : t 112172 S.F. 1 ~ a.:. ~ ~ e1 EXISTING GROSS S.F. =1119,530 S.F. 1 PROPOSED GROSS S.F. (NOT INCL. GARDEN CENTER) =±152,494 S.F. 'i I ~ r PROPOSED GROSS S.F. =±157,990 S.F. / + \ / 1 I1 1 ` APPROX F.F,E, = 58.00 165 I a t ~ I~ I I k 1 \ / I ~T \ x ~ i~ 1641'='1 I 'o' I / u~• I 3 ~ 1 I / - I ~ A~ 1 1 a ~ ~ ~~~i ~ I 1 I 163 / \ \ 1 ® ~ . I a', 1 / 1 - \ 1 I r L V) S / 06 14, 1 i 1 / I 1 { ~c \ 1 ~ ;I ~n KI ~ ,w' ;:I i _ I ~ - ~ , , ~ , ~ ; : , , - ~ 2 / r ~ TREE PROTECTION NOTES ~ ~ I, % i v ~ ,f I. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL a a a a a ©a Z / + s 1 / / - ~ LIMITS OF ROOT PRUNING (TTP.) ~ / TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, V ~ r SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE- MINIMUM SETBACK OF A TREE TO REMAIN ON SITE UNLESS OTHERWISE o / ~ • l~ I I IBO ~ \ i ' / r I J.~7 I ~ ~ APPROVED 8Y THE CITY. ~ W ~ Y ~ o m ~ I ~ ~ 1 I / ; y \ I 252' i ~ 2. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE ~ ~ ~ ~ r o 3 ~ ~ ! ° 15 ~ ~ r LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE NATIONAL ARBORIST T I , ~ / ~ , ASSOCIATION (NAA) PRUNING STANDARDS. i ~ ~ - \ i ~i - 3. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA INDICATED ON THE PLAN. ~ , , ~ ~ 1 I I tg3~l_ q5 / I I + THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE R00T DISTURBANCE TO ~ ~ ~ o ~ ' ~ ~ ~ EXISTING TREES AND OTHER VEGETATION TO BE RETAINED, rn ~ ~ o ai ~ Z 7 1 ~ I 1 1 / , \ , \ I 15 ' ~ 1 1 ~~1q1 1j ~~I ~ c~ .a ~i I/ I+ \I ~ _ / Ci o D U Q (A u. d ( `w I I / I_.-I v IV f /I f.~ 0 ~i _ ~s'~ 1B8 v c 1~1 1 ~ ~ ~z 3 ~ V ~ Iii ~ ~ ._I 1 16 o ' / 1 X l ~ I ~ \ 1 ~ ~ I 1 _ _ ~ 45 - J D r - 1 _ I J _1 L_ I-I J _1 1 1_ L _ ~ 1~ L L--a-_+~ I X s~ ~ I ta~ i c i 1/ r s~~ 2X4 HORIZONTAL m 1' ~ i / a , j ~ 6 ~ ~ 'r. ~ I MEMBER W/ OPTIONAL Z ~ W NET FENCE FABRIC Q ~ Q a ~ „~v .~;I ~ ~ 2 - w 1 ~ , ; ; ~ - 4X4 POST SPACED ~ ~ ~ ~ l - A I I ~ % A MAXIMUM OF 6' a ui qq . 1 ~ / " I ~ i APART Z ~ ~ Q I ~ O ~ U ~ \ ~ - - - - - ~,+r° 441. ~ ~ l a - i. ~ ~ I - SA 1- SAVED TREE ~ Z W o ~ ,~W.~„~,,,.e., d~ ~ ~a a ~ ~ ~ l r., e. . ~ X W ~ ti ~ %~i' .r 1 ~ I ~ ~ ~n~ : ~ H * ~ o N O I 1 I e O ~ I I- ~ I ' ~ ~ REMOVE 1~- REMOVED TREE W ~ z _ G o >LR ~ ~ ~ P ~ I / 43 i \ / ~ l \ < W a a ~ m / ~ ~ 3 Ig ~ Q - ~"RE~ PR01"FC~" I ON DF~'A I L ~~'AA Y ~ ~ ff1 ~ 7, G 0 30 60 120 v+ U Q G II_ N i ~ - 't y: ~ ' ~ ~ SCALE: 1 60 NTS J~~ / / / ~ r~~ ®RIGINA~, RECENEb ANw m btw 13 2007 m m U PLANNING DEPARTMENT Sheet No. CITY OF CLEARWATER v ur a ro 3 C7 ~ - _ _ I,_ I I UI~NNfO ANON ,4;~FN~NO , ~ t I Z > 0~ °L ~ o y .09 .0 .0 A A 1 B C.1 ~ ~U CZC~n~~ ,.1 D E F G H J J.5 J.9 ; z LL m= N N ~ c~° o-° z~ v°;o= N ~ g~ U._ a I I I I I I i I I I E]. o+ m c ~ Z i N I. I I I I I I I I p ' ~ ~ i i. li J JIB CRANE 123'-4'~ 122'-0.. BEYOND ~-1N rIN TOM , ~ ~N TOM ~ 120-8 w Woo v o ~ ~~r~~ r~~ti a a~ N I ~ I rIN TOM ~ ~ N~Z~ ~OQyKO r .I,• I _ I N ~ i SIN ~ ~ NiwmF ow ~wz . In z v <; w i~ I ~ w°F Q~oooo~ z zw W ,rs~. r~vraw.vx,:~,,;,..., a Q F o a w ....A,..m,.M,,,,",..,,"..,.. ...w .~.."..........."..,....M. .,.,,.~,,,.,".,w.,".. v,.w.",,,,,, W, ...w„".".,. ..".„.w "".,~..,.,..w, ~r.r 'rr`Allltt;MCCid~ k1S~YC~%iwa ~.7."~:.:~ ~ N a ~ ~ O O N = Z Q N ..w, ~ ~ .,..",.~....,.~...~........~!xw~ ~ a~ o Q ~ F z z ~F ,,,.,,,.,.,,,".,.,w,..,,",,,.,.,,",,,,.,,~,.."..,,,,.,,.,,~...,w..,,~...,.,.,.,.,"..,.......,,, .,,",,,,".".,.,",.."..,,..w w. .....,..M...,,.,. .mom."".".."" ..,,,"........,...M". KN JW 00 Z Q m.......~...". .,".,,",,,.,.~,..,"..,,a,.m... 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CHECKED BY: LC ~=1N JIB -CRANE TOM w ~INH SIN ~ ~ ~ ~ n ~ N rIN H 3 120 -8 EXIST. ,I w -~n ~ rIN I- O ~,a, „ O x ~ a ~ ~ x; DRAWN BY. MJW SO TOM w. N x w N ~ Ix. w .Iw w- w I ~ FlLE NAME:... A2 __~_______~_M_~_ ':R U . - 'ww ii! y PROTO CYCLE: 042806 N , s i _ . - L~ ~ ~ DOCUMENT DATE: 08 01 06 I r===a . ii u ~ I" M o i„, ~ I ii ii ~ ~ ii ii ' ~ o TRUCKWELL GARDEN .CENTER. oo ~ SCEENWALL NOT PILASTERS AND o SHOWN FOR CLARITY N FENCING NOT SHOWN N 1 =20 -0 012805 a020-001-f FOR CLARITY i z 0 Q w J W o _ w x w N Q O O . 12 1' N 3 11 10.1 10 9.8 9.5 9 8.8 8.5 8 7 : 7.8 7 6.9 6.7 6 5.8 5.2 4.8 3.9 3 24 2 1.5 1 o ~ 0 O I I I I I 0 ° I -A I I I L I r~ O m TOP OF ROOF (+/-)v TYP ,3 ~ o I 131'-0" 126'-0" I TOP OF ROOF TOS _ TOM TO v rINZ 12 ~IN 127 4 C, 12 . o M F ° -.1 Lo I IN TO \qv I I 3 ° r7 I j Nx. p _ 123'-4" W - N EXST TOM M I N 123'-4" . .r ww 7 . • i ~ TOM . - We Sell or Less _ z '041 SEA C14 L I LF- ° bit -00d~ Or. N 00 ~ a ' LLI r y L 41 C4 N a.•aM ,...,.wh..,: wa.• w.w„,..,,•.. t t y 100'-0" ITh. bit FF EL .a w„~a„;, wee. ~.,,.•.,WK~.•a. ~M..,•• , 0 N d N rIN V I E o p '00 EXTERIOR Of tV N w0 ELEVATIONS 2 FRONT ELEVATION N , E Co 1"=20'-0" 012805 a020-001-f o a THIS SHEET PROVIDED TO SHOW PARAPET HEIGHTS IN RELATION TO x N) W ESTIMATED ROOF MEMBRANE ELEVATIONS. DIMENSIONS GIVIEN ARE D1 i NOMINAL a I Q O p N REFERENCE COLOR ELEVATIONS FOR MATERIAL FINISHES AND COLORS. -O Lo O SHEET: U p D 1. A2 .12-15-06 i rl. ,f i ,t 1 1 ~ .J y.. 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" 1 w. d I r I - 'I ..u { . - . c ~ ' °"I ~-r-7.7 4 , s I .r 1 ' ' i . e ' _ ~ .a r ~ " , b~17 1/, .d ..I ~ j ~ ..f K '.,e ~ . I 1 .4~' 'u`h- 1 .f' r ?Fn T,~"".~_-. I . .+.~.~r~. i ~r -.'c`.'w - '-Yd1nu rL". :s ti• . rS~a ~ y. _ 3.e ~em-a I ~ , ~ ' ~ * - ' ~..r.... i t: o ~ e~i. sib ;,I: u r ~.,-m......._ _ ~ - - r i - , _-„k: ' r I_.. w ,.p i .,,.v . ~ b ~ - - ' ~ ~~p - ~ + , ~W~i n. 4r+P .rJ'i1i ~AWAaWX++brr~arw.w-d '~.~k~"`+...._~. 1'_;:~~7/ a _1 .1.~ ~ OC 5, 1 ~r of 1 _ :w!g.111 7~. ~ !l.'.A , r ' ~ ,.,i ~ 1 ~ /I T,.-.. .v- kKtlkY•. t s. _y3k~ ~ , „ ` - ,Y f _ t~' _ _ ~ ~ ~ ~ 'v ~ _ j ~ e _ r M _ _ . ~ - 4.1' . ~ x,11 Y"M' ' ~W^~+Fl M'r7eNr ~ ~ ~ ~ ~~a q L ~ , , . _ ~ w~~L t- v'> as ~ F F a ,i;i' _ , . r aka ~ l ; ,u EXI5TING BUILDING ExISTING BUILDING MONIERLIFETILESAXUNYSPLIT SPLIT FACE C.M.U. PAINT- E.L6S. PAINT Pr1ETAtCOPING C.M.U. PAINT- C.M.U.PAINi- ~ PRIV'ILEDGEGREENSJJ6193~ SPLITFACE C.M,U. PAINT- ~ SHAKE (CONCRETE ROUFTILE) RENWICK DEIGE SW 2805 SPLIT FACE C.M.U. PAINT- _ E.LES. PAINT HICKORY" 193 ~ FIERY DROWN SW 6055 DIRDSEYE MAPLE SW 2834 " ~ a ROYCRUFT ROSE SW D034 E,LF.S. PAINT ` ~ RENWICK DEIGE SW 2905 ROYCROFT ROSE SW 0034 PNIJ~ "x!'6385"DUVEAWIiITE" ROYCROFTAO5E5W0034' 8~ $ ;~~r II .fix ~ ~ ~ F... I _ METALCOPING ~ ~ ~ ~ ~ PAINT•SW6385"DOVERWHITE~ / l s ~ ~I ~ , _-r_ ~ ~ 9 a - ~r-~.,.-,,2-.....,..-._.,.- ,---,.E.~~-.~~~., r,..~,.,-.-~ - I LI Ei • b ~0 b i f,. _ i n T `i s - - _ rr - -.~,..w-... l .-....:..W,~ I 1 L.T s ~ _e._,._.... - ~ m _m-~...-~,- ~ , ~ r ._c - - = _ t _ ~ - . ` ~ 4'E 1,011, i ~ ~ ~ ~ ~p' r s-.2 - ~ - - ~ . i i - . r r,..r.-..-.---:-•-~---.-.,_^,+....;..--r.~.r-..,--r-"-~- 9th ~~f8~-.1 "-^,-r . - _ _ rrr~... - S _ , r _-,-m L~^-` 1.~= a ~ - _ _ z _ _ ' - A i~ 'I 4: I .T. r".,T....,'.~.-. -n'_ I'.,`~_ ~u i I ~I~ L r a r - x51 ~ i ` _ - _ ' i ° I I .a C,,,1 r r, 3_. I~- - ~ J r,- _ j- i l: I ~ oo, M - 2. xri' , -war r ...a..-._.__.._._~..._.. -__.~,._,.u..~._~z . Y, ar ,7~ W ~ - - - J rout evation -South C.M.U. PAINT- EXI5TING BUILDING i~ ROYCROFT ROSE SW 0034 3UILDING / SPLIT FACE C.M.U. -PAINT/ r` it I INTERFACE TAN SW 6059 II ~ : a_ ~ _ i - _ T _ _ - _ - _ 1- - - - - _ - . - 4 - - - .1 - . r - ~ - - - - I ~ ~ ~ ? ~ ~ 'e ~ ~ 1 - I ~ ; I , _ _ ~ ~ x - „ _ _ _ _ i i i _ _ ,r - _ - - _ _ _ _ k - - - - - - - - - - _ . Rear - Elevation North ~ C.M.U. PAINT - ROYCROFTROSE SW 0034 1 ~ °1u'fgn'~."" ExISTING BUILDING MONIERLIFEIIL[SAXONYSPLff I j SHAKE (CONCREfE ROOF PILE) ~ - _ - _ - "HICKURY" ~W ~ ~,r _ i~ J, ~ I ~ ~ I: ~c , N..,,;,, i x-.~ wmmnuim ~ ~c ~ I wh~,o~ ~ 1 ~fl y p I r 1' , t ~ , ' :11•~: Left Side Elevation -West >,I . C.M.II. PAIN ' r, ~.LS, I~.~a: ~`ir't+<~.~r ~ ~ r, z ; t ~ r ~ , ~ ; MONIERLIFE TILL SAXONY SPLIT • ,~,~yy. .ry.~ :7 .,R^~~:, ; t / ROYCROFTI C.M.II. PAINT- / ORNAMENTAL METAL / ROYCROFT ROSE SW 0034 FENCING C~ GARDEN CENTER ' ~ ~ w r,,~ ; ' SHAKL• (CONCRL•TE HOOF TILE) a' - ,,,y x f~ ~ i.,__ "IIICKORY" METAL COPING , t~ " ~r~i j ,x >bt' r ~ ~ PAINT - SW 6385 "DOVER WI-IITE'~ L, , _ _ _ r ~ n ~ - - y,}~ i.. ~--.---n--.-.~ s , t II p _ a°~y af~.aA-..,f pY- ~a.....~.ta.,e -r f~l _ w .._m.....n'",`l"'_'Y! .y _..:!'~^I"'^'~^..~rr. - -++wr+er ..1 _ r , ~ _ an,.-.vaw~ _ - - `i . , x ,b,~ . , ~ - - 7 ~ , ' ~ ..............te...::~..~.u...~~.~.W.~.e.....J~..YarL...+..~ .r ~._.a...:a:_,e........_.~.-__1.`.~.. .u. ..:a.._ 1......._.~......ms .............~...+a-.L._Iwd~...e....-:.. .-...::.wrwu... _Ld__~_....! ::......u...+uul..r .i..~b.s. - a..: - 1 _ 1 ~ - ~ .M.~~._ ! Y i _ I - _ _ , ""h3 I i ~ _ _ t M rr r I fl y~ 1 . ~ ut , k i ";i'i t,: r l 'i , I ,''~^yr., I.' ~ ~ ~IL`I l_ ©ml E ~{ti~~w~}fin , . ,j., . . 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CHIVALRYCOPPER SW 63 S3 STONE BEIGE SW 2827 , COLONIAL REVIVAL STONE U COLONIAL REVIVAL STONE U SW 2827 SW 2827 ~ r' ~ ~ 0 oco ti a ~ i ~ Ulu i o ~ u i ll, ~ ~ _ I , ~ .1 w ~ ~ ,1dF ~ ~pPT 1fi;T' C"+~r ;`~E ~l ~!1~ 4 „ _ !D~: eV ~ i ~ _ 4._~~: 0~ - 7 M1M1 y y,~y. /Y~ r ~`li =L..- .~j~.~l ~ Wit ' u~i~+ r-. 6 J'~iF~i~.~,~ 1 ~ a~,.p> {jW ~ L' L_ 1 '~''f'I? +!'71 , ' ~ ~ ~ ~ ~ I i I ~ - ~ I p ~ ~ i - ~ f ~ if f ; " ~ ~r~ l ~ _ I ~ { p I ~J1 f A r C_~l ~ , ~ I , , Fran - _ , ~ ~ ~ , ~ t Elevation South _-~I~u ~ ~ ~ ; ~ , ~ 1 ~T.T jj n~ ~ ~ - - - i I..: H.M.DOORS PAINT- E.LF.S,PAINT- E,LES.PAINT• TRESPA PANELS- SALMON ..+T.-.. L~ ......e as I T ~~a ~'I i4 ~ Y~i 1"`: "'•"°Iil 1 L-.~.~. if . COLONIAL REVIVAL STONE SW 2827 WHITE HYACINTH SWOD46 INTEIIACTIVE CREAM SW 6113 C.M.U.-PAINT• / E,LF.S.PAINT• LOUVEREDAWNINGS•PAINT CHIVALRY COPPER SW 6353 WHITE HYACINTH SW 4046 COLONIAL REVIVAL STONE SW 2827 ' _ EXISTING BUILDING a euILDINo - - W......~.....~ I~ p II ~ i ~ 8 II ~~t it I ~ ~ ~ } , L i 'i' I ~ - I Rear Elevation - ~ 1 ~ r North - C.M,U. PAINT- C.M.U. PAINT - r I, ~1ti gtPj~+~la~~,~ ~.a,_~~'. 4 _ COLONIAL REVIVAL STONE SW 2827 COLONIAL REVIVAL STONE SW 282.1 EXISTING BUILDING C.M.U,-PAINT- C,M,U. PAINT - COLONIAL REVIVAL STONE SW 2827 CHIVALRY COPPER SW 6353 VALSTONE SW 2827 _ /ill` .C~,, I I . Ili ~i'i1 i) 1 ~ ,I) it q I i F ~ I I i i a .:li...........~.._ ~ _ it ~~limuuuuwiourii~ f i r i ~~VU~oululpiuuu'd , ~ i ~ I ; ~ I i I~ I I i~~ i I ~ ~ ~ I i ; ~ ` h ~I i - / ri~E ,II ~I ~ ~ i f I i' I i a .1 y f I" I~~~~ I i 1 I'~I-I' 1 ~ l' ~ I I ~ ~~~wl~ ,-,f. ~v ~ d III I ~ I J~a_ _ . ~ r.~, - Left Side Elevati - C.M.U,PAINT- _ on West C.M.U, PAINT• ORNAMENTAL METAL ' INTERACTIVE( INTERACTIVE CREAM SW 6113 FENCING @ GARDEN CENTER ! -_,~L. ~.l _ - - ~r'- ~s"~: C.M.U.-PAINT- i z CHIVALRY COPPER SWG353 ~ 1 _ _ 3 1' .1.. _ I I ,1.' J , ; I; . I ~T ~ r . 1 ~ . ~ , L ~ = ,fix, L` Y . , kR ~ ~ C . _ I ~ - ~ ~I_ ~ _ ~ w x a r_ _ ~ rt _ ~ - - ~ ~ I . ~ h { _ _I i - i ~ i i - _ -L::.. 1~ ~ _ y i1 - - ~ _ ~ ~ ~ ~ ~ ~ ~ it ~.i~ i O O ~ ~ ~ r ..,,..,.,„,K,., . .M. - ~ - , ~ ~ I } I' - Ri ht Side Elevati - on ast g C.M,U.PAINT• C.M.U. PAINT - COLONIAL RNIVAL STONC SW 2A27 INTCRACTIVE CREAM SW 6113 - , . m. I Y~ ~ ~ I ~ ~i I ~ ~ _ FOR REGULATORY APPROVAL ONLY ~ ~ r r ~ _ _ ~ - _ ~ ~ ~ f. ~ 'y I : . , ,I~ ~ ~ _ - Building images shown ara an articti~ ranracanrarlnn of the design intent. Actual color or materials may vary RECEMD from those shown due to final design detailing. NOT FOR CONSTRUCTION OCT 2 Q 200 JJ , l ti I PLANNING pEpgR CITY OF CLEARWA R i Jill ? sy Jill y .n r ~ < : ~ ~ - , I s • ~ p ~ ~t , o TIMES 9 WEDNESDAY;AUGU$T9,2006 CLW ~ ' - ' ° , - o o , • o TO CONTACT US J e o "SLiPERSTORE SELECTION SMALL ,STORE SERVICEI" ' ' i A~ ' ELLIS; REBECCA P., $4, of,Seml- ~ X ~ , , Delivery; 895.1181 I , • ~ ~ ~1~~~~5 i c~ note formerl f I: ~ a ; : News hone: 446.6397 o Inverness .:died ~ C' . LJ a p - y Y ~ . _ : f , , ; ~ ~ 4119 n a. from P ~ ~ ~ ~ . News fax, 445- age 5 :Thursday (Aug. 3,;2006) at Freedom ~ a _ . ,t ,0j at on . • ' S ware Nursm Center. She 'was _ a. Appet t' : , . Mon Fn, 9 a,m, to 7:30 p,m. - ; _ - q g ,p ~q Floridn's Lpr est Bike Sho 745 Main Street Sat-Sum 9 a.m to 1 m, Dorn In . EdmOntOn, Alberta, '.and ~36~4~3~ Dunedin, FI,34698 is ~ P ' camehere'32 earsa o'frolnGroton -www.eaeigyaicycle.wm ~ ~ ,By e~mail:•northpin@sptimescom c; ' -AN EDITION OF THE Y. g: , l : r ~ WEDNESDAY, AUGUST 9;,2006 ®THf Tl ~ . Palm Harbor Conn. She was a':homemaker; and c _ - , . !006 ® T H E TIMES t.ete~~bu~~ ~atme~ ! : . duplicate; bridge master Survivors ~ ` ~ ~ . - rr / ~ ~ ~ ~ ~ ~ - EMIG, BRUCE R.,43; of Pa1mHar• ~ ~ ~ _ mcludethree sons^~DwI htEllis:III~ ~ ~ . ~ - ~ . bor, formerl of St.. Petersbur and , , g ~ ~ - ~ . , • . I • . Y g : , , - , Milwaukee, Tom; .Roswell, Ga,, and 'Gape Coral; died Wednesda ,(Jul 19 ' , , on Clearwater•eI ht andchilaren• J: ~'r~' • ~ ~ ~ ~ J ,gin' I ~ ~ , 2006 atHealth , 1 ~ . , ~ ; : -1 park Medical Center , - ~ F,. o : r ` and a Teat randson, Abbe:Afford r ..J ~ ¢i, , g g Y - y " mFort M ers. , ~~1 „ SS . P , r 1' ~h ~..sp .fir c ~ di f~, ableCremattonandFuneralSeivices,: ~ , : r , - - He was born m H ol- _ ~r a . ' /V nT, m, , Lar o. jk j. g , r '3 w. . ~ M, 2 1 ,a ood Fla, '.and ` rr,.,~ r. f:. r , MAN 1 ~ TON, EVELYN A.,. 91; of ~ , , , bona etitrestaurant.com 727 733.2151 : - ` . ~ ~ ~ ~ ' 5 .Ant operated ' Bruces , . ' , . PP ,r, . , - ~ 5emtnole, ;formerl of New:, Purt ~ . • . Custom 1'ohshin Y ~"a~.r,,„ ~ ~ R ' E ~ E ,'~T1i ; , ; . g - , , _ • IZlchey, died Saturday(Aug, 5, 2006). . . • - Motorcycle. -Shop ' Y, , at Sabal'P , alms Nursm Cent r z ' . e as _ m Dunedtn. H w ~ , ~ , , I: it n X V":. + 1..V x'n d Y , y, C , _ 12. Tile 1'etall ear-old st =S`vil ~i - , :i . , , , , t , , , . , , . r ~ - - eT Wa11tS t0 e ore oIr U:S:19 near. Largo. She moved here In 1975.from ;ft.. ~~s~ ~i . + ~ ~ r , ~ y r, Il ~ ~ , , : ~ , , - Xpa11d 1tS StOT2 Y N]; Coachman Road in in resence .aeon M,~ ~ I l tC l _ _ g P a presence along a 15-mile stretch of U.S. 19 from filed the.plans with the city. Planners have briefly looked' . ! an ,Arm veteran:, ~ • ~~.f g c 'a ; ~ ~ ; Clearwater Into a su , • • . _ ty • her nataye New York Ct .She was a ::r... ~ ,3 . ~ µ . ~ , . ,fi , , ; ~ - - ~ percenter a,move that would dad a w-----;~ , . b.,,: . _ ~ + i, ~ et~.~, Ori : I9 rieaT' Clearwater to Tarpon: and. en o ed na ~ , NE Coachman Road m _ , JY _ . „ , . , ~ .~.~....•.~.~~r:...,~::y. I ~ ~ _ r , . , _ roce ..and Increase the , rwater to Tarpon Springs. The company. has built or . over., the, proposal but asked Wal-Mart for more details. homemaker and member of Our; Lady. , • : - + ~ r - o , o ~ , . _ , . g rY gardensectlon. ,has tans tti btuld thre in tnotor c1es Survivors include . , , 1_ i ! ~ 1 , ~~"if(t;~'b l? g cY , , _ t , , , ~ , , , , , t11e C1 tO ll1ClUd The store would Q w _ - . ~ ; ~ ~ , ,,r~~ ry, - ty e a g]"(lCeTy, S2C1x0I1:: expand by about 40,000. square feet, : affiliated Sam s. Club a aeelrPeace'Catho]ICChurchin:Ne . ' " ' plans to build three Wal-Mart stores"and a company. Orice tliose are turned in, the`requesb; is expected to ' s wife,: Lin a;. two daughters,. Gina- brln m it to almost158 000 s ear f - ' Port Richey, She was a member of - ; , General,-vascular,Thoracic;:OncologicrahtlEndocrinesur e ' ~ ~ ' g g q _ e eet, Club on Gulf-to-Ba _ ~ and Tasha and_a ste dau liter .Car- - - 9 ry ated Sam's Club along that stretch: There is a Sam's go before the city's development review committee in the on Gulf=to Bay Boulevard in'C,learwaterthat Wal= upcoming months, said-Wayne Wells, a planner with the , P g , ~ ~ ~ ~ - ~ La aCOSCO and Gastrointestinal Endosco :a~,:..: p PY, . - nThis basicall Y. ' . - _ , _ - , .boils. to our. continued. interest Mart near NE Coachn ne Benue all of Palm `Harbor' his St: James Catholtc-.Church Rosary eoiorectai sur a py By Mucr: DoruILA Y down • y : t near NE Coachman, another in Palm Harbor and a city.' It will not have to go before the'planning board: ' Altar Socte and-was.. ~ , . g ry , . - ;Times scaFtwrner _ ~ , m the grocery side°of the business" sard Eric Br a eucharistic , , ewer, a ...proposed supercenteri ,mother, Joy E~,'=Nebraska; three , ; , : • rr , W 1- . • - , , an. Groceries ar a Marts okesm ' osed supercenter in Tarpon Springs. The store: isn't expected to close during the expan- . brothers Kiin Rondeau and`Aun. mmrster.:` Survivors Include three 5 P ereall ak : Sur Ical Associates of West Fl n r, - _ Y Y p , , o da Is leased to. announce:. a coin o- ° Brewer said he con . ~ ! I , P - vent m drly our:ex ansI sons William Brennan, Seminole, - Wal Mart is thmkln bI aeon northern' U.S.19 - : , A on, not only. nationally, but m northern art,of Pine dreau, .two sisters,.. Kay, Colorado , , , ~ DC ~epi+ChUCrI , • ~ ~ A . -ewer said the company believes-"verydeeply 'in (the sion,,which'should take a year to complete once it, starts, hernj part of Pinellas `County , 'it's very important Brewer said. , OU g g g m , oinm r _ ou r 91 9 g P : Pinellas Coun . - ~ , the state of Florida: People don t want #o drrve. too far for not one to our Donald Brenlian, New Port RtcheY, I . ; ~ , tY Y current 'and Teresa; Nebraska: Harvey Engel-, - )nly to our current customers but our future 'ones as. The company also has no plans to, shut down any. of the He be an se I , , rocenes. and, Thornas Brennan New York ~ i~- ` - ' : ' ' e n atients on`Au ust,l 206 Officials with a retail g well. hard - ; . n . . 5 g p g . . ~ . chain have plans to ex and the - t Metz Funeral Homeand Creme- , . ; ~ : I? . , . ~C, ; - . ,The ex ansion tans add to th , Gty, a sister, Pauline Twohrg; Staten r ~ , - fOr C7enerq~ $Ur a and Thoracic $ui• a A, ,P , e retail giants grow For the expansion m . torg Cape Coral. ~ 9 rY 9 ry , : , : ei ran c r r g g ~ ' SPITZ , , en; MARGIT , T:; :96, of. Palm r the expansion in Clearwater, the company recently Please see' WAL-MART Page 3 _ . : • and' 10 r , ~ • g eat randchildren g Moss i He o ers s ecial ex ertise m mrnimall invasive - ~ ~ ~ - : , P. P Y Harbor, dieaSunday(Aug. 6, 2006) ~ , , ~ , _ , - at Coun " i Feaster~Funeral Homes~and Creme-~ ~ s- ~ ~ ~t oracoscopicthoractc $ure .tncludin ; ~ ~ ~ ~ ~ ~ • • , trys de HealthCare Center ~ ~ g rY g ' a r~~ tion ;Seryrces 5erenl , Gardelrs ~ , , Patin Harb r. tY Y p F I o SIDES.®~ PASS , _ Ch S m athectomy for, Excessive Sweating ulmona Decortication • AGE ~6 • a el.: ar o.: ~ ~ ~ ry ~ ~ .w:,w.~ She: was' born~in ~ P L g , , ,Lung Lobectoiny ~ ~ Pleural Bio s : . ~ Swed P Y ' en, emigrated ~ ~ _ i_ , - ~ ~ ~ Pneumonectom " ' ' • Eso ha eel Canc ~ ~ ' y p. g er Surgery to New York at the ; ~,y , . . , , , , f^ + ~ ~ Lung Wedge Resection • Hlatal Hernia Sure M R T CI . ~ 0 C~1~~d ~1 Cf1~'ld :C>~d1CylCC ~ , aeof6and gry came ~ g • y... ~ , , _ : , 'i ; ~ here,in 1962.'.She - ~ ~Y. ' , , 1106 Dlruld Rd S:, Ste: 301. 1840-Meese Dr.; Ste. 301 • ? ' was a omem , aker ~~~3~e~ 0!8 ~BQ~161~'~ - Clearwater, FL 33756 Safe Harbor;' ~ , , j, and a volunteer : : 72 446.5681 . ' , ( 1) , . (727) 712.3233 eaut~ ~ ~Ir~~oa~~ m 9"~ In the Republican Fax: X72 461.6258 Faz: (727! 712.1853 . Ill the llea~ b~ , Party, ,Survivors include three sans, ~ . ~ ~ ~ Dana D, Be M.D, Ra ,i... Yet S n J ny, rf Enakson M D, ~ Ruhard Rodnguez, D,O. Theodore R: small; M.D. R '4 ~ Peter W, Blumesiomnz, M.D. Allan H, N don, Ph. D., M,D, Riok &hmidl, M.D, Mink A. Zu h D.o. : : 'John K;~ Clearwater', Charles L.'Jr., i~~'~iha~~t~tB, ~~~~;b~E~"~ ; . ~r , . ~ • ` _ J j ~ RDherf S, Dandson, M.D, ; Famsworlh R: May, M.D, -Avon Lake; Ohio;.and Robert, Kenia, i , • ~ Q ' , o; seven gran c en; an :21 s s . . great grandchildren: National Crema• _ , , : bon Societg`Clearwater" ~ ~ , ~ , _ ~7 0mbV1 hv' _ ~ a ,V1 t ~ , ~ I i ~ ~ ~ , 1 , 1 ~~7 ,I34 9~ ~ Sul, il!_ ~ _ . , : .Tarpon Sprin s . ~ ~ I ~ > , i : ~ , _ 9 : _ iti f I f:. .y~ ~ n.. ' - , Y ; commwv .tam aba .coin ' _ ~ , 7 , , ~ ! t3'. P ~WALDEN,_ I(ENNETH PALMER, ~ ~ ~ _ ~ ~ " k.~ . 1 ~.hr:.r,.. ~t r 59 of Tar of S rrn s and forrnerl i i I ~ , i.. ~ . • , , , I l~~°r ~ _ , . ..1y , ~~~~s~. , I P P ~ g Y toda ,and let OUT , I i I(~ I ~ I ~ .X of St , . ~ h;. r I {i' i ~ ~ q, ~~i; .Petersburg; died Monday-.(July a , ~ ; ; . , , . f,~ TOE voice be heard. . ~n ~ I r I • 31:2006)°'at Largo Meilical?Center. t ` • : : , ' , : : ~ ~ , t ~ 1 , , , , ~ , : 9 ' : ~ ,I I, : ~ 's ,~ii9u~"i sir {3 $e was born ui Urbana I1L''moved i - _ _ _ 1, i i',' 4 zccC .t. i i 3, toSt: Petersbur in~1951 and..moved ~~~•~.,..1~•;,o,r,.u,•>>~-~~~ , ~1 r g , r` : She was disruptive, resisted arrest 4 ice, 1 ' , , i .e r Q 1 i n . m 1977 to Tarpon Springs. He adu- ~ ~ ~ , ~ ~ 4 ~ • n,I i I i i ~~e t r: i ~ . r ~ - and Would not leave the city's main ated`in ; 'r T 1964 from Boca Cie a Hi h: ~ 7, R : : , _ l i . g g ~i I ~ , I III. I i i ~ s.'I ~o , , I IG; 'I It 1 I I I, I I ' t°. 5ch ool att ~ i`, : ended Andrew Coll - e em r i ublic Bra p ry, according to officers g .;l u~ui ~ ul it ~ ~ ~ I i~ r•~ 4 , ; 1, li, , .4 Cuthbe r . ~ v ~ ,r `Ga: and actuated in.1969 ~ ;part ' She,was shocked with a Taser. ~ `r c^'~>, , , fromtheUniversi ofWestFloridam ~ ~ ~ ~ ~ ~ ; ~ ~ , Intheknowlnthe.Tnnes. ~ i~ ~~,,,:i I ~ + , i ~ ~ ~ , s,..r it :~-,i ~ ~ i i _ : A--.-~ ~ - f+ F i 1 _ Pensacola; He was ener 1 in > ~ I , ~ ~ , , ~ ' , , _ g a and er _ . , r; ~ ~ ! _ ; + _ , ' ' ,T'~ • - II. tam aba- <.co :I i, lr°:~I; ~ r, m i ~ of Garden and . Hardwire Drstrlbu- R Y i I j ; ,r , , ~ ty. ~ ti . ,,t - ~r.., _ r , lit I By JACOB H. FRIES : , iI ail r, t tors; Clearwater, and.served m the• ,r o ~ a : _ J f Times Staff Writer National Guard. H " I ~ t 0 ~as a mem~ : w i 7 ' CLEARWATER A woman arrested last 'year % r of American Le ion Post 252 ~Semt- ~ - ~ " ~ 't'- ~ , :;note, ~ and- the Harley,- Owners ~ Group. l ~ / ' r ~ - i' at the city's main public library has filed a federal . T:: ~ fry'', • . • i , ' Survivors mclu • i f 4 y`' ~'~F - I , de lis wife of 36 years, ~~(1~'~~ F .t. lawsuit alleging police violated her civil rights and . ~ i -Y~ i 1 i i .,'Lb -1 Y,, v Carol; a son, Bryan, Palm'. Harbor; . ~ . ~ t r • „fa a ~~yy ~ z: .r . used excessive`force. 'Wvanda Jacquelyn Howard; 43, was arrested on two, dau h ' ' . y tiers; Kristin Walden St. I ^ ~ ~ i ~ Y g ~ ' it ~ J, , , i i i ~1~~'J~iG~~iililr~lltt , eters urg, an Lauren Walden; Few. dental practices offer the comprehensive range of services fourid at ~ : April 1, 2005, on _ charges' of disorderly conduct,/ . , , ~ t ; n ~ „ ~ _ Tarpon Springs; lus~parents; Nelson :CLEARWATEFt DENTAL: ASSOCIATES. • 1100 Mplli Streef, Ouredin ~ i, P md~ „cst of ifr,~tfe, Z~4~Oui~ ~ ~ '^~~~E . • r, I resisting `arrest: and trespassing. after a warning 1: l She ultimately pleaded no contest to a lesser clargeA and Norma'Walden Lar o~ two sis- 3 • • . ~ ~ , . _ g ~ With our eneral dehtists and h ienists backed b skilled e i D yen SI It ~ - ~ ~ • r•;r g _ : : Yg y p callsts,we me i ihursdu 4.00 m 1QOOIm (ilJ,i mlaSll,ula_, P ~ Y p I ~ 1-OG i11-I1o41~~~ ' - and received: four days in-jail, -a year. of probation ~ers;.ChristineKe]ley,PalmHarbor, ' areeble oo Breve' essentiald nt ~ ' ~ ~ ~ r n I ~ ; ~ ~ ~ ~V; ff , ry, , e al procedure In one, location with care, u , an aro Treshler, Clearwater; and - , N;4 and $348 in fines. ASSC:i~I/aTI~:S , cohvenience snd communication. ' a,gran son, . • Neptune Society, Palm _ ~ Howard, acting as her own attorney, submitted her suit Thursday>in U.S. District Court in Tampa, '`Harbor, ` 2Ue Pcaue eato to amiQe aPlatcb...llrtd as u~ r ~ , , , 7ou. J tarn-~ f r: naming as defendants the Clearwater : Police YANNARDUDIS, ° LEON, ~ 46, ~'of ; : ~ ~ ~ ~ ~ ~ ~ , : ~ ~ , r~ ' ~ ' ~lJ ~ , Tarpon Springs, died'Saturday (Aug, . , ~ . u~:, :Department and the Florida Department of Cor . - 5;.2006 at St, iise ti's Hos rtal . ' J P p ~ ~ ~ d - ~ , ~ ~ rections "The: obvious on the surface would be that Tam a.: ~ - 1 , . , P ' ~ ABOVE: Lindse Small 12 I ~ ~ • ' ~ ~ cano ~ - . , ,.;n, - , : V, , oaks at a list onthe wall with his father Verno uPtatian, ~ ~ ~ , _ ~ l~ , , _ , ^ n, as hey try to fend out v~,+here hisflrst class~of slxtl ~ : ~ , ..::Clearwater Inter e i first class of sixth grade will be at the Plaintiff was arrested, charged for her bad He was-born in the S1~PE m d ate on Tuesday~~BELOW RIGHT: Lindsey Ines up for lunch with his hew schoolmates, BEl.O ' ' CongR< and carne ~ . , q . Y THE 1VEWEST ~ THE BEST ~ , , , , w LEFT, Thorr conduct and behavior, later to be adjudicated and !LOW LEFT: Thomas Miller hands out sentenced," shewrites in her suit. "However, .the folders onfiis,first day of teachtn at Clearwaterlntermediate oh Tue d ? here' in 1975 from oun gertexaP - i ~ , » ' " 9 s ay. He recently moved from southwest Kansas to Cle CAT 5 PROTECT101V . , - , ~ a tl PAIVE~ : • ; , ` j , . - students If4he d rather live In thud . . AXansas to Clearwater. He asked his obvious 'isnotwhat is'being askedofthis Court,'the " i~~ ' S NewYo'rk. He d- « dentistb. ~ ~ e n h ~ _ . Y esert of Kansas or near,the!beach, and the i a reed he made th a ~ , : ~ ~ 6~ ~ ~ ~ ~ ~ g decision, cis'ion. Courtis being asked to review all genuine issues of uated in 1978 from , 8d® SCI ~II$iiB Y®Bd'~/l IN~oplif~.. . } Tarpon , ;Spntig5 llr. Dr. Bassett Dr. licrn;uulcr. Dr. Hayslett Dr. Burton r ~ y , y ox 1. • Allen : , : mdse . Sma11 rs stuck on.B - ~ , niaterial.fact regarding the Plaintiff's complaint." . ~ Cost Eff ectlve Protection ~ Itswherehtssix - I r Hi h-School: He , g . _ , th grade: science and tali tie e artsteacher Mrs on , L sked • g g ` z- Howard is seeking $2 5 million in conipen'sa- tort' damages'and another $10 million in exemplary worked as a loan , students to draw the mostsrgntficantthmgmthem,lives. ) ~ , : • 100~/a Clear no obstructlvevlews 'officer for First Trust' of .Florid S ~ : - ' ` r m , , ' ` ' 'Anew student at Clearwater Intermediate, Lindse be ins'. to :draw. -Then " ~ ` ?damages. Efforts' to. reach her. at a phone number _ , r DPEWBT Y g a, ~ Is ' , ~ , T on ,S nn s; He was a mein er ~ wntr?te+tb , , s ~ D; ~ LeaVe u _ t - , , ~'P P g h 2226 ~~eud Jed. ~ ear.round or take down , : , . Erase. Draw, Erase.: _ ;T ~ ` ~~app ~ p Y ~ ,easel provided-on the suit were unsuccessful. : 6 d : ~ ~ ~ y t' ~ i of the T . ~ _ m aasvTCennteDt Inthe et-to-know- ottexer ~ : argon Sprutgs Chamber ~ of - ~ _ ~ - g y crse on the firstday of school, the boxes numbered l throw h ~ Police :spokesinan.Wayne Sheloraaid he had not', Custom Manufacture - , ~ ~ . _ • C'P~~~uuaten ~,C 33 64 N~DX d for ou C~ , . , . y 5, make up a house: ` • Goinmerce: Survivors .include wo .Mayan . , , . , ~ , , , , ; ' . ' , BCXaDL I r , , I daughters; Natassia Yannarouals and. Ciedil @oxde ' ~ Mrs; Long moves to Box 2; .Draw an award or certificate. ou've received:. ` F~ _ s seen a copy of the lawsuit and would not comment on its allegations. p p ~ :727.797-x'80(1 ~ DpV1D~• ~ ~ Cat 5 tested and. assed (200 m h) Anastasia Yannaroudrs both T - ` . drawin and erasi , ' " Y of rrn . , . N . ~ , g rig, he sketches an animalheadwlthwluskers-apanther, ' ` , `'According to ` police reports, Howard's arrest i ' lis mother Mar `Yannaroudra aenmFrArea oeerAUASSOaATes ,b ' to representhis football team. - ; , Y , , ~ went like this:. ; The:library.staff contacted authorities because A NiUSt See' rOdUCt fOr; OUr HOme Or ~USlness!! 'Mrs, Lon moves on to Box 3 then 4 t ' Tarpon Springs; a sister, Maria Marais- , ~ ; : ~ : ` ~ p ~ y g , , hen s and the Tither students follow.:. . . - Lindse `is back:to Box 1. ~ - ~ ~ , gos; and a nephew; Yanni Marangos, Howard was being disruptive and had been.warned ~ _:iHE PATIIN[On ANYOTHEA PERSON RFSPDNSIBIE PoA PAYMENT HAS TBE RIG - ~ ~ Y Call for. our ~1,1~~'~co s y~, HT TO REFUSE TD PAY CANCEI. PAYMEM DA BE RDMBUASEO FOp PAYMENT PoR AHYOTHEA SEANCE WHICH IS, , n Ultatl0n ' 'u „ , .'b~lll't)f`ClearwaLGi:,9inS~n...Fnnel [LL :;PEAPoRMFD ASARESULTCF . :.A$mihn fiitre emer eS On _ g .the page. On the. shirt, Lindsey writes, my dad. Then he ; . ANDWTRIIN 72NOURS OF nESPDNOINDiO THE ADVERTISEMENT FOR FREE, DISCOUNTED FFEORAEDUCEO FEESEAYICE, ERAMINATION DA TREATMENT. (9736) g g , on previous occasions.: Thistime, "when.Howard, • was asked to leave; she begaWto scream obsceni- ,Home, Tarpon Sprutgs. ` ; ~ ` > :..moves on to-Mom, Their hands are clasped. ' _ Ate. . . . : - ties and kicked: an officer She :was told to calm . , _ v.. . Next, Lindsey draws his 13-year-old brotherwrth a pick sticks out of his u .hair. ~ - :Seminole ' If he had time he wouhi dr w , down,- but continued to shout; "I'have a right to be I: ] a something depicting math rn'Box 3 (draw something ° , . . BARON,' MICHAEL CRAIG; 44 of ~ ~ ~ you're good at) and a famous football la er m Box 5 dra , > _ P Y ( w your biggest dream. here." SetTUnole, died Sunda . Au :62006 ' - ~.~EJR 40'YEQ~S E~~~~~E~ E ' ; ~ . "Is eve one close to bein done?"Mrs. Lon ask _ _ _ , Officers lifted her from a chair when she refused .to stand:;She.continued to resist; preventing offs ; , to Largii, , , : , , ; Zindsey is sd11 stuck on Box 1: 0 _ + ~ He was born; ur cers from handcuffing her. She kicked anofficer"m , . • , - - T m r-.-----•- O. m ® , Passel ~ - c N . and . J, I , . , ~ } ~ ~ Thomas,:Miiler 'e 6 , . , , - ~ , ' i Y d to engage his To show that it s oka tom the arm, leg and groin. or pearl 'an hour. y ak came here m 1995 , ; ~ h P , , „ , ~ , , . I • r.. , „ x ~ ~ 'studen ~ , ts. r ~ Fr U11VlfW.lill$en , s° ~ bookIdontkno er' w how to read, IV 4:, PLUS _ ~ „ • it it's okay to make mistakes, I'm going to read a officer, `using a Taser, then shocked her and ow how'to'read," Miller says. managed to get Howard into, cuffs. She was taken ' from Unadrlla,,N.Y. , , ' DeBZOO-o, . , ' : He encoura ed hrs,first erI ~ _ , ~ . -.r, _ od students to „he like Hewentto colle e he tells then He was ` a~ roofer . , s , , » g P . g , )llege he tells them. He has a in ster.'s degree. Yet to Morton Plant Hospital to be evaluated. and once 1956:l1ilol~ord Road o Clearwater FL 33760 - _ ~ S edlf he - Mike. But the 10 students sat stoicall when he a k ~ ; . , , . - , Y Isnt able toread a childrens b~ ,and.: Catholic He theyhad heard. of Michael Jordan. read a children's book in Spanish. medically cleared; she went to the Pinellas County , i "We're not going to laugh,";he " enjoyed NASCAR - ~ ~ ~ . - y Last::year,,Miller's;first, ear as a teacher he au ht fourth )ingto laugh,",he says: "We're going to say,, `he's Jail: an ' #oot all Stir- , Famtl Owned and 0 erased ~ ~ f ~ graders in,Kansas: This year, the 25-year-old;is teaching middle "And then Miller roceeded to l vivors include his mother, Josephine ~ , i ; ; . _ _ . ~ P - : filler proceeded to.butcher the: Spanish language. - ti ~ ;.school for the f'Irsttune, at Clearwater Intermediate Schooh , - ~ ~ . ~ W~ Este es,/oyge: ;Baron Unadilla~ three ..brothers • t _ , . , L?censed ~ Insur r • ~~a , , *.,..1 .-,,,Ty, r A ~a t1'P Y Ivtaen4frtca. :His. seventh-graders. went: through,the Ica] first da =of- or e a ' Jg :Walter Jr,; Miatm, Kevin, . Unadilla, ~ . school routine, Rules : rocedures x i ~ , P , e. pectations, rules, rules, Era un monato bueno. Arica.` ®i G ESQ' - _ N------ . . and: Jeffrey, Ocala; two sisters, Wendy ® _ ; . ~ , ~ , ~:rules. ~ mu mu : , ; : curtos , onne y,:Pompton,Plains, NJ.,-and ~ ~ ~ ~ „xr~; `o bueno. - tiriom., ~ „ . , With 15 minutes left im class Mr ' , Miller,pullsout oy a el The blanks ~ . ~ tares Pamela Baron,~,Unaailla;aus compan- ~ . - - , . ~ - ~ ~tJ r, ~,,,I t ~ . t•: Curioso. , , 8 , d to sin _ ~ ares turned to smiles:' Hands were raised, ques- Funeral today for former city, manager . turne : 7 • : ~ tions asked. Ion, Jackie Emery, Seminole;' ahree : , i~ , i 'y Translation, Curious Geoy e ' nieces• f ° . ~ g , , Glass dismissed, and a nephew E; James Reese , L~.I _ i _ ` ',STORIES BY TAMARA EL•KHOURY I TIMES STAFF WRITER; PHOTOGRAPHS BY KATHLEE ,Funeral Home, Seminole:, ; , , , , N FLYiUN TIMES STAFF PHOT ,ed. A funeral, Mass for former Clearwater City Manager - ~ _ I : BRODHAG, LOIS.H.;~78, of Semr- ' ' I 8 _ , VIES STAFF PHOTOGRAPHER Mike Roberto will be celebrated,at;1 p.m..today at Espiritu Santo Catholic Church in Safety Harbor. Burial; . , note„ died, Monday;(Aug: 7, 2006) at will follow at Sylvan Abbey Memorial Park: Mr.. t:. Luke's., Hospital iii Jacksonville. ~ _ _ - , !.I I ( _ She was born.in Hamilton, Ohio; and _ 4^~ ~ a ® ; - _ l Roberto held the city's top administrative position from 1997 to 2000. After leaving the city, he'.joined - - , moved her r _ _ , e in, 2002 from Sarasota: , Wade Trim, a Tampa consulting and engineering frm . _i , ,She' was a nurse: and a res into . ; • ~ r.presidenpy Mr. Roberto died `last Saturday at age 50 after battling therapist, She wasMethodist,'an avid ' ' _ ~i j~ ~ ~ ~i . oot a fan,;and enjoyed: boats. and { I cancer for two years Memorial contributions maybe made to either Hospice of the Florida Suncoast or t t ~ RILEY , 6 PCANSTO STEPD~ OWN• Di _ water:Survivorsincludeherhusband ~ ~ ~ s. The commissionsaid ~ tionmembersstatewide: WhenIwin~the` B : ~ ~ ~i 1 ~ tnct50Re • ~ i ~F~w, YJu y28, i the ByJuly28, Heller reported having $10,100 Morton Plant Mease Foundation,'CAPPS,.1200 Druid ~ ~ publicancontenderNanc Rlle Itwouldbeaconflict ' ~ Y Y_ _ of ~;;~l.,~~, , :PriinaryElection.onSet;5th~Iwi11•then ~;on hand.] CO.MM•UNITY .BANK of 35 years; William E;;: a daughter,' ~ ~ ~ , P i~- ~ ' _ has decided to res , `hen on hand. His Democratic. opponent, Liz Road, Clearwater„FL 33756.• Ch rr gn as president elect of.: interest.: • , ~ ~ resign my'position as' President elect of McCallum e , e ,Mitchell, Seminole;- a; sister, ~ , ~h :the Florida Asso- , :Rile faces Ed Hoo • ' Georgia Cartwright, Panama: Ci ~ , , , ; _ Y. p FAR.'• had` 214C :t of McCallum, spent $13,106during July and' BACK-TO-SCHOOL GALLERY had $2,140 remaining in her campaign tJ', : ~~~~i , • , nation of Realtors If er m the prim If shed ? ` ch , - est ° in'Y ~ , oses. "Then I can be resident I ' Fla,;.four. grandclildren; and seven. - , . POLIT she wins the Se t. 5 After ~ ta]kIn this ~ P nt, I chest.-, Fora photo gallery on the first day of school in ` . Teat randchildren: E° _ _ ~ ~tL ~ ICr4L P , g uess"she said, . . . g g .James Reese _ / _ 0~~ , . , , . g Of the 1 _ :rim _ Of the two, Republicans in the race, Pinellas County, go to: ' Funeral Hom © - - , : , . P ary,electton. Issue through with The. Distil e.and Crem ct 50 se atory,Setru r . u, r^F : $320 East Ba DfIVe ~ JUOlII(IE at covers:parts•of Angelo Cal Y , Jul 28 Florr- m famil fri` :.not ~ e , ; ~ ; „ Y Y ends ~ , r . ~ , ' Y, Clearwater, Largo and Safe Harbor.: to s' end " , e. {l n, : ~ . P , ~ s . of Angelo Cappelli finishedwith $78,7801e4 www.sptimes.com/links/ E' ,,3 ~ , ( 1;: ~ - `~Lar o FL ~ ~ des ~ ~ , . , 33771. , ; Commrsstonon and`collea ties I have • ~ : l~ f, ,1~1 > ~ g r g HEELER SPENDS BIG. I o - ~ ; , , „ , ~ - Rlle nJti1Y,:Distrrct The list _ a g Y ; r , , r , , Ethics rut to spend; and Ross Johnson, $7,550.. INSIDE, trict The district stretches from St.-Peters- ; ~ . , . ed that Rilegcoildn t serve as : ;reached a decision ' e~ : ~ E, 52Democratic candidate Bill Heller s Brit bur north ,..MEMBER: ,t o . - o. _ .,.P.. g. , ~ . , ::.b resident of the , . D + V V ; , ~ 1 , ~~77® o P association while simul ...Rile sai ?ent bur north into mid Pinellas. Opirnon...... 2 g . , ° d m an: a-mail ~ L1c:,#CCC1326123 : ; . y $60;140 on h1s camPargn; including about : SHARINI taneousl ' servrn . ~ , ,..LENDER Y g. as a state legislator. sent Monde to the more 140000 associa-' h • Y )out' SHARING SECRETS: District 50 state self: Sports 4 I °ai!' ~ _ : ~ ~ alfofa$20,000loanthathegavehimself, W_~..~_.~~;: ~ : ~ ~ MnualP2maotagBYalds(APY'slshownaboveareaDOUrateas~~ot08106106antlaiesubJeetchangewithoutnoit~a.interosl Please see JUNKIE Page 2 Obituaries::. 5 ~ pepaltyforearlywithdmwal;Mlmmumopeninghalanceaf$1,OO~withmoniesfromathertinancialinstilutions;5peclalmte avaliable only at th is location. _ _ . : , - . . _ _ ,.I F 1 _ _ : r ' __,~..s _...r...r.f.r+.+-_-^-+'.`~^~."~r~..nW-?vow/V+-'~.'~`~.'11`aaw.y~.'~."C.1~-vJ'~.WV'~~...er"~'+tri.-w--..y~~.ti ~ i 'I d _ .+.~t., ~ ~ v. w r ~ s"`b_'y~a , 'c•"v,iY'~i•_. .•~r"~r":y+Vr~ ~ r-~.~.r"~l+v;•-•°--`-r\i-~:.i`." .~-+Y a~t+.'+.~+~a+'•~ _ ,.iu_?1f+~'v~'...~..~-1..+~.,~ 'w.-1i.~+:r"t..i^^^"~. c. v ~ e _ ~c--v--~v-...--+..~+~. i.. CLW TIMES ,E3 WEDNESDAY, AUGUST 9, 2006 r i ; RES ; Other Pinellas St. Petersburg, died Aug; 7 Veterans Funeral Care; Clearwater. . Zephyrhills, BACON, CLAIRE; 104, of St. Petersburg, died Aug. 5.. Hodges Aug. 4. Brett Funeral Home 13 Cremation , NAY, HOWARD WILLIAM, 80, of Pinellas ,y Services,'St. Petersburg. Park, formerly of Largo and Clearwater, died ' Aug. 6.: Sylvan Abbey, Funeral Home, ' 9, of New Port ENGELAGE, HARRY, 81,'.of Pinellas Park, :Clearwater. 3. Dobies Funeral formerly of St. Petersburg; died Aug. 7. Memorial Park Funeral Home, St. Petersburg. PETERS, EDWARD "ED,",46; of,St. ,died Aug. FLETCHER, BETTY JANE,179, of St: Petersburg, died Aug. 5. ALifeTribute Richey Petersburg, died Aug..7. Gee'£t Sorensen FuneralCare,.Largo Chapel, Homes, Hudson.., Funeral Home and Cremation Services,.St. PLISZKA, WALTER S. "CHIC;' .84, of St. A Zephyrhills, Petersburg. Petersburg, died Aug. T'E..Dale Gunter Funeral 5: Hodges: Family JOHNSON, DARLENE MARIE, 83, of Cape Home, £t, Cremation Services, St. Petersburg. . pel,.Dade City . Coral, formerly.of'St. Petersburg,`died Aug. 5. ROBINSON, SAMUEL SR, 70, of St. 63, of New Port Memorial Park Funeral Home, St. Petersburg. Petersburg, died Aug: 6. Smith Funeral Home, l' ineral Home, Port JORDON, GRISELL, 78, of St. Petersburg; St. Petersburg. died Aug: 8. Brett'Funeral Home £r Cremation >SIMON, HANNAH, $8, of Mainlands Unit 2 in 1M94, of New. Services, St. Petersburg. `Pinellas" Park, died Aug. 7. Taylor Family Funeral y Funeral Home; KELLER,,ZULAY O.,81, of St: Petersburg, Home, Pinellas. Park-' died Aug: 6. ALifeTribute FuneralCare, Largo' TAYLOR, ROBERT, 78, of St Petersburg, died (PERNA), 85, Chapel KOBYLAK, EMIL,i78, of St: Petersburg,, died Aug. 7.'Osgood-Cloud Funeral`Home and 4: Galante Cremation Services; Pinellas Park. Aug. 7. ALifeTribute FuneralCare, Largo Chapel.' LEGASPI, CIRILO G., 63, of Pinellas Park, died THAXTER, MURRAY C. "MORPH," 46, of " Holiday, died' Aug.'6. Brett Funeral Home It Cremation, St. Petersburg, died Aug. 7. Anderson- ome, Palm Services, St: Petersburg. McQueen Funeral Ft Cremation Centers-N.E. St. MARTIN, MARGARET M., 96,,of.St. Petersburg Chapel. 75, of St. of New Port Petersburg, died Aug. 6. National Cremation WEED; ERNEST E. "ERNIE;" 3. Dobies Funeral Society, Clearwater. Petersburg, died'Aug: 5. BrettFuneral Home £t MAXWELL, STEPHEN K.; 77, of St. Cremation Services', St. Petersburg. of New", Port Petersburg; died Aug._6 National Cremation. WRIGHT, TIMOTHY "TIM" 48; of St. rings, ied.,Aug. Society, Clearwater. Petersburg, died Aug: 51. ALifeTribute' ' on Springs. MCNEIL, ALICE GUZEWICZ "SKIP;' 87, of FuneralCare,,Largo Chapel. go - vors include two` sons, Allen, Clear- WELCH, CLAUDETTE, 65, of water, and Bryan, 'Tunkhannock,:Pa; Spring ;Hill in, Hernando County, DR HANS WERNER, .95, ' a'daughter, Michele Leeds, Palm Har- and formerly of Largo, diedtesday ergo, died Sunday (Aug. 6,'.2006) bar-:d grandson; and "a cousin; Marga- ' (Aug.*- l,'2006) : at, home. She was ospice House Woodside, Pinellas' ret Hoffman, New York City National -born in Lubbock, Texas; lived many Cremation Society, Clearwater._,.years in Largo, where she retired r He was born, in from' Hospice- of the ,Florida'-Sun- f, j Wilhelmsburg, '.SLINKER, MARJORIE A., 85, of. coast, and recently moved to Spring Germany, and : Largo, died Monday (Aug. 7, 2006) at Hill. 'Survivors include her husband, came here hi 1986 > Palm Garden 'of Largo nursinghome, Walter Wayne Howell; two sdns, Tom., from Catskill,,-N' Y. She was born in ,Conrad,'Iowa; and . Biggins and Daniel'Biggins; a daugh- ' He was a physi- came here recently from Boca Raton. ter, Paula Benthall; . a, stepdaughter,- cian for 60 years in She was Lutheran and .:a member Stacey Cobb; two stepsons; Douglas . New York and in of the Royal `Neighbors.. Survivors Howell and Mike Howell; three sis7 1930s was physician for baseball include two sons,. Thomas; Largo, ters, Rita Mae, :Avis June. and Sarah Babe Ruth. 'He worked. as Chief and John, Boca Raton; five daughters, Jane;. and a' brother; Gary; and sev- Ithesiologistfor .Green County Virginia Slinker, Boca Raton; Diane `eral grandchildren. Trinity Memorial, i . norial Hospital in Catskill and was , . Coulter Boulder, Colo:; Judy Moreau, Gardens Funeral Home, New Port r ember of the' staff, at Columbia Sterling Heights,. Mich., Linda,Yopp, Richey. i . eral Hospital,' Hudson, N.Y. and ` . Grand, Junction, Colo., and Barbara ,mber of the. American 'Academy' Slinker,Alexandria, Va.; seven grand- Please see OBITUARIES Page 6 tmily Medicine and the Newyork children; seven: great-grandchildren; Medical Society.. He .was an and several nieces and nephews: E. y veteran of World War 11; He was James. Reese Funeral Home & Cre- vid skier and a`soccer fan. Survi- matory, Seminole. ' FUNERAL NOTICES nb~ ARPISASSI -JOSEPH 59, of Clearwater; FL, formerly of Pennsylvania & Connecticut, died Monday July 31, 2006 at his home. a IL 1 Mr. Carpisassi was born in ' I ' Wilkes-Barre, PA and was a'grad- uate-of Pennsylvania State Uni - 11AILONAS MICHAEL T. SCHOFIELD LOWELL GLEN versity, State College;; Class of Age' 79, of,Haywood County, NC .1969. He'had been director of pur- 83, ofTarnpa; passed away on Sun- chasing for RC'A, Mt: Top, PA; ''day, August _6, 2006: He is ur- Monday,. August 07, 2006 after a worked for Timex Corp.,, Clinton, vived by his devoted wife, ; Lula brief battle with cancer. NJ and Middlebury, CT. arid for Koulouris"'Milonas-`and; family. BP: Solar, York; PA. He owned visitation will be held Wednesday : 'A no' a of ;Chicago, IL,, he had Capri. Associates, consulting firm evening, August 9th from 6-8:30 resided in Haywood County for in' Clearwater,' FL. He was an . p•m• at Blount Curry f=uneral the,past 19 years. He was the son, avid golfer & had been a member Home 605 S. MacDill Avenue, of the late Floyd and Gladys Veit of the Italian Club of Baltimore. Tampa; with,a Trisagion Service Schofield and, Was also preceded Surviving are: a'son, Joseph beginning 'at 7:30 p.m., Funeral in .death'' by a, brother, --Ronald Carpisassi and-his wife.De. Melin- services will`be held at 11:30 a.m.., ,,Schofield. A salesman, for, 30 do Carpisassi; Chattanooga, TN- Thursday, August 10th at St. John. years at Electrolux, he retired in daughter; Cristin,Millen and' her Greek Orthodox,Church, 2418 W. 1987. He was a member. of The husband.' Manchester, CT; Swann Avenue, Tampa.. Inter- First Baptist Church . of Lake 2 grandchildren; brother, and Ment will follow at Hillsboro Me- Junaluska'and_a US Veteran of ; ? several nieces and nephews. morial Gardens.,, Donations may,, World War 11. A committal service will be held be made to St. John.'Greek'Orth- Saturday;. August.12, 2006 dt 12 odox Church or charity of choice.. He' is survived by his wife: of 25 - noon in the Chapel. of Maternity of Blount & Curry Funeral Homes, Years,. Gladys Graybill Schofield; the.Blessed Virgin Mary Ceme- Tampa, FL.,813-876-2427 'two_ddughters; Alice. Drake and tery, West- Wyoming, PA. No husband, '-Jack, of': Coultervi lie, caling .hours.. Donations may be CA.and Tara,Shoro.and'husband, ` made to a charity: of the donor's . MORTON- DOROTHY R.' Dave; of Memphis, TN; four sons, choice-Arrangements by 72 of Palm' Harbor, died Satur- Terry Schofield and wife; Cheryl, H. Merritt Hughes Funeral Home day, August 5,'2006 after a brief ill of Largo, FL, Michael Simpson Inc.,451 N. Main'St. Hess. Dorothy lived and worked in and wife, -Cameron;: and Tracy Wilkes-Barre, PA Portland ME until1973:whenshe Schofield and wife, Lisa; both of 570-823-6511 'and' her husband relocated j o St: Petersburg; FL and Timothy Tampa, FL. Dorothy was a lov- Schofield and wife, Angela, of San MIG-BRUCE R. ing,;caring dedicated wife, moth- Antonio, TX; ;three step-sons, Age 43.,A Memorial service will er, and grandmother. She was a Randy,Keener of Ft. Collins, CO, be held at All Saints Episcopal very'private,woman with a tre and Gary and Dennie Keener of Church, '1700 Keystone Road, mendous passion for her family. ' Waynesville; one brother, .Ken= Tarpon Springs on,, Monday, She: enioYed her children and neth'Schofield of Milwaukee, WI; August:14th, 2006 at 7:30p.m• grandchildren, walking through 16'9irandchildren; and 11 -great Lowery Park.Zoo..and traveling. REEF-THOMAS E. grandchildren. Although she is no longer with us, 83, died on July 24, 2006.1n Largo, her;memories will last us forever. Funeral services will be held at FL: after a lengthy illness: 'Born Dorothy was preceded in death 7:00 p.m: on Thursday,. August 10, on Sept. 3, 1922, in Belvidere; IL, by her husband, Nathan E. Mor 2006 at ;First' Baptist Church of the son-:of Hal F. and :Margaret, ton, Sr., in 1996 and is survived ,by Lake 'Junaluska with Reverend. Means Greef. He graduated from her, daughter; `Donna ',Kimrnell% Jimmy Huey and Reverend Nick Belvidere High School in 1940 and her sonm`Nathan E. Morton Jr; a Smith' officiating: The family will attended Iowa Statewherehe was sister,*'Irene Smith; a brother, receive' friends from; 5:00 until a member of the ATO fraternity Charles Harmon, `Mark ..SenkO, 7:00 p:m prior to. services at the He served as a naval-officer dur and':Cour.tney Kimmell; 2 great- church: Burial:. will be at •2:00 ing WWII aboard the USS Ottawa grandchildren; and many nieces s -throughout thePacific Theater.' and nephews. A -private service Wes on tern Carolina ;•August State 11; Veterans : . , Western Tom married Audrey Atkins in will " be held in Sunset Memory Cemetery. 1944,`and. later -married 'Elinor Gardens, Thonotosqssa, FL. The Briggs in 1954. He worked for sev- family requests in lieu'of, flowers ? In lieu of flowers, memorials may eral companies during his career, please make donations. to Hospice = be made to First Baptist Church retirng from Pabst Blue Ribbon in Dorothy's name. , Junaluska; 154 4 'Sunset Brewery in Milwaukee, WI as the Hillsboro Memorial Funeral Home of Lake _ Ridge Road, Clyde, NC 528721. S labor relations director. 'After 813-689-8121 moving IL :to Florida in 1984, he Wells Funeral Home of Wdynes- served as',pn arbitrator in the Ville- is in charge of ,Southeast and Central States for many years.. Tom. was a.'world , For those who, desire; an traveler, visitin( countries in Eu-' " on-line rriemorial 'register is, rope,: South and Central Ameri- HOW TO PLACE A! available at "Obituaries" at ca,and the Far East : He enjoyed "www.wellsfuneralhome.com" fishing,: gardening, and spending FUl~TERt~Ll~TOTICE STEELE-VIRGFNIAM. time with' family 'and friends. ][N.MEMO~AM~, 85 'of Normandy Park,. Cledrwa- Tom'was Jery..fond .of his dog, TRIBUTE, CARDS ter, Florida passed away Sunda G y riffy. He is survived by a son, August 6, 2006: at. the Belleau Daniel (Robi_n) Greef) of Ply mouth, MN a daughter, Mary O BANKS Country House, Clearwater.,;Vir= (Jot) McDonald of' Watsonville, ginid was; born in Long Branch, These are paid advertisements that . NJ and was life long resident 'of CA, a brother, Stephen (Judith), may include informatio . fthe family's Red: Bank,. NJ until :moving 'to reef Belvidere, 1L sister, , of Frances . ; choice, including funeral arrangements Clearwater- twenty,. Years ago. F Greef; Chula Vista, CA, Virginia retired as the manager three grandsons, one great grand- and requests forcontributions~ daughter, and several cousins. to charitablefunds,whicharenot of Nat's Jewelry in Red Bank Where she was employed for over Predeceased. by his wife Elinor, normally included in obituaries. Please 40 years. Amembe.rofSt:Cather- parents, and one brother. A'me- askyour:funeraldirector orthe Me of Siena, Catholic. Church, morial service was held in Largo Time s'. funeral desk re resentati a Clearwater. and;the' Happy Hook- on Friday July 28„2006 with in-. p Y ers a Knitting club in Clearwater. ternment in Danville, IN., ceme- for details. To order; call 893-8518 in . She was the dedicated and, loving tery at a later date: Pinellas; or 1-800-333-7905, ext. 8518, wife of Thomas F. Steel for over elsewhere. Calls are accepted from ' 52 Years before his death: She is 8:00a.m.to5:00p.m.weekdays. survived by;;;two sister-in-laws, you may email orders to Eileen Steele of Spring Lake; NJ t. Jetergbur0 legal.funeral@sptimescom, and Dorothy Stowmdn` Brick, fax to727-892-2922 or mail to NJ- three nieces, Sharon on Clark, *b 6or, g, Missy Steele and Patricia Steele; JUP SulbSeri le call Funeral Desk, Sth11 four nephews, Chipper, Steve, Mi 490 First Ave.Soutil chael and Timothy Farrugoio all - ® ® St. Petersburg; FL 33701 of NJ 6 r. • • Moss Feaster Funeral Home i Serenity Gardens.Chapel - Largo, Florida u by L^ 1t1 ~ _ l ~ ~ o ~ ~ . - R A 1. . 7 ' i ~ . . , .~-_.-.w.-w•.a...r^"~-,.~u~~ ~ ~-~r.-rr--~-.~^~.w:-:.--~-v+.:~'ti.-...-..-_y-,..y.w~rr-•-~..-~, _ _ . ~ _ _ ~ _ „r- _ .J -__-~r,r.r-.- rrv-,~--w~= -wr1.~-.. _ t~-.r.J.-w..~~..-=.~~._--':..-::.-.-~.-...~,a. _ , , `~.n o ~ - CLW TIMES,. D WEDIJESDAY,AUGUST9;2006 S -'I , STORE LOCATIONS ' SACK T® SCH®®L' A~®' SL®l~li~4G ' HELP THEN 1, .Existing or planned locations along ' a 15-mile stretch of W.S• 19. - ~ ®UT OWaI-Mart f~ Sam's Club I ~ I ~Wal-Mart with planned Supercenter a ' ~ Clearwater , r' ' y.l ETarponAve.~ COMMUNITY PRIDE CHILD - l p L ,Tar on ake ~ CARE INC.1235 Holt Ave• Springs t tarpon: ~ ~ n ~ Needed: baby linens, baby ( " ` ~ " ~ ~ ~ . oys and supplies, disposable Klosterman Ad ~ ® 1 ~ „I diapers (medium and large ~ mile ~ ~ ~ , r ~~sizes?; baby,wipes, double ' ~ : i - ~ stroller, children's craft and • ' ~ i~' a~ ` t ~ ~schoolsupplies, cash, Palm ~ : ~ 4-~ dhiltlren's'clothing,chlldren's ~ 1 ' Harbor ~ i ~ ; ~ ~ ~ i , playgroundtoys, children's ' i Alderman Rd. D ~ t I~ books, adultlocking chair, y i. - tricycles, tape recorders, . ~ ~ ~ f l Tam a Ad ~ ~ I p ~ household items, cleaning r l ~ ~ ~ ' ~ , j` i 'supplies paper products, fax . _ ` l F ` t ~ ' t ' machine volunteers to rock , - Curlew Ad ~ , ~ ~ - ~ ~ ~ R i; ' 1' ~ 1 ~ ~ bableS, S2W blbS and ~COt k 1,: T a 3t r i ~ sheets an d to tea dtoo _ Ider a ~ t~ ~a r ~ ~ '~i~ I~ i, ~ ~ ; . ~ children, Call 443-0958. :Dunedin m ; . - - ~ I s ' r ~ 1 ~ r-`tt ~ "VV' , i t ~ t~l ~r,:~ ~ ~ EVERYB ~ i - ODY S Main St m ~ - TABERNACLEJHOMELESS ~ ~ ~ ~ 1, , ' ~ ~ ~ ~ EMERGENCY PROJECT 1120 - I ' . ~ . • - , , ~ ~ s~ ~ ~ ~:N Betty Lane; provides'shelter, . ~ ~ . i `food baskets; transportation ' ' F~g3 ~ i 1 _ and dinners forthe poor, v y ~ arga aasra , ~ ~ ~ ` „ ~ ~ - - ~ ~Na e~ a pap 9 ~of all ~ t I ; 0 Shown • , ,,canned foods, gift . I ~ clearuvater ~~"tra. ~ ~ ~ ~ ~ ~ certrflcatesfor chrldren's shoes I PAN r ~ ~ , ~ ~ and clothes; diapers, grocery- DrewSt. Fst`~~ y~•: ~ 1 0 ,a.~ a , r ~ • store gift certificates, working ~ ' F cnll-to-eayslvd. ~ vacuum cleaners,'working © ~ ? ^ bit; cles and bic cl ~ ` e locks „ •ro Y L , Y , sourco EsRI rmes map ~ _ ~ ~>t„ ~ furniture; lirieris;kitchen Trmes photo -CARRIE PRATT' supplleS, blankets, bUS passes, personal hygiene items;'a Gu Carona, a Clearwater fired hter and aramedic directs trafficTuesda mornin outside Belleau Elementary School in Clearwater, _ computer (windows ® y g -.from Page 1 The city's Fire & Rescue pickedthree schools - Skycrest Elementary and South',Ward Elementary are the other two = at which to run compatibiej, educational software aril toys, art supplies the lights on a fire engine and put up signs,asking drivers to slow down•~There were about a dozen firefighters atthe three schools, who and money, Also needed: I volunteer carpenters, thrift " ' 'helped slow traffic and handed outbeads and books: There are 26 pedestrian accidents a year nationwide involvili children om to or `sho volunteers b ' I - : stores; Brewer said, and it has areal g g g , p ookkeepersl -estate team "always looking for new from school,l7 of whom dle, fire Ch1ef Marvln Pettuiglll sold. He learned of the event for the first day ofschool at a seminar iti Manatee ' secretariesaridfutors for high- ~ I stores" to open, . , 'County. "We're hoping to get the message out and have people'slow down since school's back in session "he said. ~ school level students, call442- j.' ;:He.said each ofthose stores serves 9041• r ~ `~a "specific trade ar'ea,.' and company ~ ~ 'officials are not worried about over- ' r saturation.: ` - ' ; ~ , ' .:The Clearwater, expansion ,isn't ®UT ~~®~JT' THURSDAY i Osceola Ave• A Charlestomdance contest Participants will meet at 7:30 a•m. in front of ; ' expected to meet any major opposi- 'A TASTE OF HISTORY: Join Chef Bil Mitchell, begins at 1 p•m., followed by a costume ' Palm Pavilion on Clearwater. Beach tti`walk their . ion; unlike' coitstriiction for some Unless otherwise rioted, phone numbers are from Publix Apron's cookin school as he contest. Free'atlmission and popcorn. Call 562- choice of 5,10; or:15 r>riles. Water and ` - ~o>'the region's stores in the past.few `area code 727• ; recreatesrecipes from he fst-class dining, i . X64' refreshments will be provided; Entry dhriation , years. ' ' salon of the H,M,S• Titanic from noon-l p,m. at BARGAINS GALORE: An indoor flea market is $20 Call Jeanmarie or Nicole at 462-7685. Wal-Marthas faced public criticism TODAY the Clearwater Main Library,10D N Osceola, "I and children's hook sale is scheduled from 9 - `as it tried, to build stores in Temple ~ ' ' Ave•,'Clearwater. Ca1f562.4970 ext, 5284. ` ~ a:m1 m, at 1250 Palmetto St•, Clearwater i ITerrace and .the Tyrone area in,St• PLAN A SKI TRIP: The Clearwater/St• ~ . I ~ (thafo merNortheast Branch Public Library, . SAYURDAY-.SUNDAY ' Petersburg. Petersburg Ski grid Sports Club invites ; ; SATURD"AY with parking in the rear.' Proceeds will benefit. ' Mostrecently, Wal-Marthasbattled everyone interested in snow skiing and MATINEBS AT THE.MAIN:'S ats, Community Pride Child Care Inc, Call 443.2218 ` ' ART SHOW: View the work of 75 artists and a Tarpon Springs group, that. fought participating in group trips to join them. at their 'sus endets fla er dresses a P ' ' I until da of sale. craftspeople at the Clearwater Fine Arts ,against plans#o,build it supercenter ; . ' next meeti~ at 7 •m. at Tucson's Cantina a p pp - nd dancing shoes Y - .Festival, scheduled from 10 a•m: 5 p,m. overlooking the Artclote River along 9 p. nd are encouraged at Clearwater Library s BEACH WALK'FUNDRAISER: Morton Plant I.. `Saturd'ay andfrom'10 a•m•4 p•m.`Sunday - I ~ Grill,13563 Icot Blvd, Largo, Visit showin of the 1959 film Some like !t Not at 2- Nlease Hos ital iss orisorin a fundraisin ' P p , 9 g ; ` In U,S.19 in Tarpon Springs, . wwwsnowsharks•or for moreinformation. 9 side the Harborvievv Cenfer, 300 Cleveland 9 p:m• at the Clearwater Main Library 100 N i walk to raise money for breast baricer research.: St., Clearwater. Free, Call Bill Scott at 556.0550 f TM `i ;i~~ y - - - l GET;.THE ~.iF~:IC~r if.r~t~~~~ ~i~~:,qt,;, ~ ~ ; ' ~ . ~ ~ ~ "THE MOST AMAZING POND STORE INTAMPA BAY'.' ~~lE~~~ ~ ~ j~a~ -~I~~r.jotl'~~(_ i, ~ ~ ,.NICE, ~~n COOL&~BEAUTIFU4PONDS Schools locked do~i~ as ~ ,:r, ~ ~ • . ~ ~ ' ~~7~ J ~ ~ ~ ~ I I I ` www.coolponds.corn % ' Dhce seek wanted n~aln ` p . ~ ~ : 4 ~ ~ , LARGO T woschoolswerebri,efly locked downonlliesday'whilepoljce ~ OflWEIGNT'LOSSSURGERY - ~•~---=x ~ .pursued a man wanted. on allegations ~ ` ' ` I :of'aggravated;assault with a firearm, If you are significantly overweight or v ' ° - a No one was injured and the man was have related, health problems like high i j I ultimatel , a rehended.: blood pressure, diabetes, slee a nea ~ r r ~ * ' On Monday; authorities .received orjoint disease; Weight Loss Surgery . I, ~ ~ ~ ~ , O ~a report of a man with a gun at 85 could be a new beginning for you, The. l ;surgical experts are here, plus every ; ~ ~ © © 21stTer. SE, near EastBay Drive and medical and support: service to Help you Starkey Road, By the. time officers I ,arrived,; Jeffrey Weatherby,, 22; -;was 'achieve your goals.. ` ~ ;gone, and efforts to track hun down ~ Call or atterid a seminar to learn all about ~ ~ ~ ~ ~ ~ . at othel locations were unsuccessful; your options and our program. ` ) j ~ ~ ~ r ~ f ~ police said, ` ~ ~ ~ }L! , , Officers continued their. search FREE SEMINARS ' ~ about 9.30 a.m. Tuesday in the area Wed., August 9 at 6:00 pm K....~' ~ near Ridge Road and West Bay Drive, Thurs.; Au 17 at 6:30 m g • : r ~Q~ , g• p l.ar 0 Medical Celntee prompting a 30-minute,lockdown' at Wed., Sept.13 at 6:00 pm WEIGHT LOSS SURGERY PROGRAM ` ~l Largo Middle' and Mildrtrd Helms ResenlGons and , 1 E1Poli etlaterchools officials said, _ 201.14th Street SW ' Urformatton. Lhr o L 33770 gotmtouchwithWeath- p27-sas-s~oi 9 F ` ' ~~~r~ erby-by phone and persuaded him to www.largomedical.com j ' -~l meetofficers at Largo'Mall, whefehe ~ ' ' • ~ oatoav~ot ~ • . d , ~ ~ - j ; o ~ . ' was arrested, He was being held atthe ~ f a ~inellasCoiintyJailinlieuof$5,000•` ~ ~t, A Simple Combination _ a I E i ' Paul and Sue's Marine Supply offered one stop. '9 ' ~ rid " ~ i ' S`' *PerksCOftceu to2oot 8 shopping. Their customers appreciated simple.` - 'rs fRE „ v o, tooto ~ roun0anerinkupto44ex ~ I, 'i COnwenlenCe;antl PBUI'S21tl It W2S COnVenlenCe Mondaythro~ehsaturdayanly, o i. I whilesupplieslast,Notinconlundion l thatled them tti prearrange with us, As a cemetery: • . ' ~ ~ ~ KIM„~ ~ eritflanyotherprumotiaoalol(er. a ~~3 wifh afunera(home on site; we took care'of all their 'i:, ~L.,'~: _ i y i arrangements with a single phone call, and helped ~ > a, o r ' : ,l them create" a seamless plan that reflected theire: ® t l ; ~ o' , love of the water • a dockside memorial service ~t ~ ~ ~ t ~ ~ followed by asuhset cruise, ~ ~ , ; ' ~ ~ . _ ~ a ' Lef us help you find simple, one-of-a•kintl solutions ~ e--,~~~_.-n a to celebrate yotir,,uhique. life, To get you started, ; ~ ~ ` ~L~~. we'll send you a Personal Expressions Guide as a ~ ~ ~ ~ a~ ~ i , - ry` _ free'gift, The guide is filled with ideas to inspire you „ I, A~ n , t x` . ' r, ~ ` - i tryPraex~t y~tt ~~w . ff to cr ate a memor lal that s as unique as you are, , ~ ; ~ z ~ K ~u , j ~ Call (888) 613 3279 today to get your FREE ~ ~ f ` guide ~ and discover how ~~ira ~,irlf~~r r~7;~ ~ itlita. ~x lE,rl i ,z~r x t r ~ ~~r r r" ~ I, rX~ ~ ~~l r I ~arl llra;f ~ ~ I i ~I)e IKI~I simple it'can be to.. ~ ~ - , ~ ~ ~h?I;j,a~Li(.~ ;lt'~~~-1t117t„~~,rl~rtliil,'r,_~ryk~/ftClJrt ~'dnQ~lnf~~ll,i~ :~rt~!,~q ~ ~s 7~~~ Tell thestory'of a l fetimes~ ti ~ _ . ~ , ~ _ ~l~i I ~r~~~;y,~„ . ~ ~t Memorial,Parlc ~ ~ ~ ~ ~ ; , ;t ~ ~ ~ ~ Funeral Home, Sc Cemetery ~ ~ ~ ~ ~ s''~ ~ . ~ _ _ ,r a , ; i;~ ' I i '^~.kti.t'4~~~~ 40~" I cl ~ vs - t 1,'~ , ° 5750 49th 5t• North ~ _ e * ~~h ~ . , ~ ~ [ i a'~ ~;o`,~';d ,i ; ~ ,l• Petersburg; PL 33709 i : y~ h r ,r'`~ r : ~ il4guir~i~alParkPuneralHome•com. ° '`w ; i-~= c a ~ ~ .Sylvan Abbey ~ I • r_ ~ . t 4 ~ of ° ~ Funeral Home & Memorial Park ~ ~ ~ eersn cents M ~ ~ , ,,y L "2853 Sunset Point Road . o , I " ~ r~=, ~~h~w~ ' r, ~2006STE1 ~ , b r~ rvrwv~~ y ~ ~3~~51'O R E'3.[an ~ ~ ~4 r 1. Clearwater PL 33759 - , SylvanAbbeycom ~ ~ * ' •°7 ~ 1q ~ i ~ i _ ~ . ,.,-w t-~+.._-~-~,..-~,._ _ . ~ _ { Ii I: ~ ~ • o r - ®4 TIMES WEDNESDAY, AUGUST 9, 2006 , CLW ~ " s v T - .a rI waa~~~~~ ~I • , ~ In-stock Borders and Wallpaper , - r:' r : ' 727.938-8382 . ' '1 M Ii 53D S, Pinellas Ave, (AIt.19), Tarpon Springs ~ A X00 ~ b ~ ~0 r~ :x~ ~ ,r~~ , ~r . , , i r ~ ; , ~ • e ~ ~ ~ 0~ J • A~ ~I Ir °The Worlds was'toagh,'/ Clearwa- ; . ~ ; , r ~ r ~ • , • ter's Page'kailey said. "I had merlia , scruhn the worst I had ever ex eri• ~ ~ ~ .I y' ~ ~ P ~ ; ' ' ~ C'IoseOUts ~Dalrza erl . ~ ~ ~ ~ ~ enced .Thad some. great sailing. The i ~ g ~y~ r'`~ ~:1 ® ~,i only thing that was lelhng my scores . ~ MixtltrltCh,'Tl'arle-ills ~ • • • ~h~ ~ ~ •I was my yellow flags, BEST VALUE fN TA , . , r : ~ , Y , Raile -;was ranked No. 1-in the ~ ~ ; , ~ THE NDN~SURGICHL FACELIFT ~ ~ • ` en'sl Laser: Radialeworld ch mwion nave eats ~ • • ~ ' ~ ~ ' ~ ° L • ~ ~ ~ - ~ • ' ' No Surgery.., The Fa enal ainst T m~ fe... Big Lift . ' NG an have be an ~ yearnThs year the Worlds xegatta sale ~ ~ • ' ' 9 L„ i / N04PJ y021 C a tZfZll.SkZl2 dL2ft, t00 _ ~~was"~in.California'and included all ~,'dismissalfromtheregatta,Shehad ~ PrOtec~YOarHOmeu~th~§afe~ .~~~eClll'It Flfm~ ~ ~ Dr.Michaelil7arkou ~ ' the sailors in the 'women's. 'single- ;been in the top five in the 89-boat ~ ~ y ~ • r ~ .handed. division: m .for the 2008.: fleet distil that race. FREE • Nlat~rial~ ` d(~~q"~t~~"e as looka~g. gyp. _'I °Y' g Estimates In,~tallati®n • Olympics m China, Railey;trained . ° "It was a horrible feeling," Railey ~ ~ ~ ~ ~ , ! at major regattas,in Europe for mast said, "Here I was in.my home country ` Semor a • ' ¢'itC~ • ; o o of the summer, with excellent results being thrown out of the Worlds?' Discount • Warranty' local father, " Alsospecializing in ~'I enn husiggcc 1' at first, but faltering in the`last two ; ' With the selection trials .for the • Clear of various tints available Photofacial for elimination of age spots, sun damage, events, Olympics a year and a` half; away; ~ Pr`otectagainst intruders and l1V damage; Rosacea. Botox, Restylane &•Radiesse Injectables • ` The Laser is a boat that rewards,a ,many 19-year-olds would be crushed, t,Lowers utility hills, reduces glare ' I' Latest medical IPL technolo ' for hair removal oii all skin es physical; forceful sailing style; 011 the especially when her biggest U,S, ~ 10% Sl;niar discount • Licensed, & insured ° ~ . > t, ; ~ ' ' 'cone e'sailin scene, an a ressive' rival Anna Tunniciiff of Plantation ,~;J MesotherapysA`Non-SurgicalLipoplastytoSculptureYaurBtidy . y Viand®~ f~amn~enanc~ ~ - stylegis: permitted, ,But : elgsewhere,' ~ finished fourth, BLit not Raile : ~ ; ; ;Hair Restoration for Men and Women ~ . 'the rules of sailboat racing liinit any :'I used.to be the person who would , and, ~r®t~C~~®n, ~nC. ' `t~ ~ ~ _ ~ • ~ 1266 Turner Street, Clearwater °I . crew action that makes the boat move criticize someone for startang to - ~ _ ' ' www.drmarkou.com rode endenfl of hewindonthesail. erfprm o~orl or ustsa the dont ~ JlJ,,~- »t~, 'Cl. •'®I~;~~ ~ I y~''"~~II ~ I~, ~ ' ' 24Months'Interest:FreeFinancing - D51AS6-0~ - and water under the hull, hate it m them. But n(iw; that I am ~ ~ . u • ' a o V Sculling the rudder (forcefully .:`.going through it,'Lget~to`see~a dif ,a ~ ~ ` movin ltback and forth has sews s ferent side she said.. I realized that nsn, ~ Jr ~ ` l x, t;, ' ' ' a I - . `been ;prohibited. Fanning ;the sails we are )ust human and you; can t be ~ , , - _ ~ - ~ } _ - _ 'and rocking the boat back and forth, perfect all the time; but it's the great y _ is now prohibited; a_ s is lunging for- ' athletes who are able to pull through ~CATARAGT d~ : I ~ ~ ~ t~ ~ j • ward witha sudden sto , as ifmovin times like this. As m dad has said 't`r j I ~ ' P g Y LASERINSTITUTE ~,t r a chair across the floor bylunging. - to me; :`You can't enjoy your' highs '`Excellence ,with love" ~~;n 1: 5 ~i ' In .some regattas, especially in unless you've experienced a low"' ~ 1 I Europe, more, of;`these. tactjcs take 'The next eventin her gaesf to be I t3 ~ Lei ~ ~ place than wouldseem normal to the the Olympic repreSentative• is,at the « • ~ 99 • ' "'average sailor. Susie Pegel, who won , 2008 venue in China'inmid-August, `Nil ®j^e T ~ ~ n' ~u~'t - V ~ ~ ~ ~~Z ~ ~~e~ ~ "the Laser North Americans years: ?TWILIGHT : SAILING: Friday ~ ~ • ' ;ago, decried the sculling that took 'evening racilig has been excellent u, ~Ilednesda Au ust 16 place;: before .the start at the Laser. despite the afternoon threat of ; g Midwinters West in California this ' thunderstorms, One race had 30- In Association With: ~ o' D :year. People were.. sculling to wind• r knot winds for a short time; The St, ~ ~®C~lt'~ ' ly ,i ',.ward, sculling to leeward; scullmg'„petersblaig Yacht Club race organiz- p p a , ''.right across my deck. It was insan- ors eUcoTirage sailors to monitor ` ~V1S10ri • Cataract • Glaucoma ~ Hearing ~ ~ -I ity,"she said. , ; . ' YHF channe163. If the weather looks ' ~ I ' ~ ~ . ~I During the Laser Radial Women s threatening; a cancellattonannounce- 1948 Drew StrCet, Cliea~water . , ~ ~,Worlds, several jadges'patroled the mentwould come at 5;30 p,m. For Your Appointment call:- ; s ~ ' ~ ' I course in sm,Ca,,ll pdwer boats; looking The same ra(iio channel will be 7~7-~~~-~fl~~ , . EVERYDAY DISC®UPI~ED .'PRICES ~i . ~ for ru]eS.itLLl aCtlCn$. They ~,YClll)W ~LLSed Dn ICW pDwer ~tO lnfCrm $aIICrS TMEPAIIEMAN0AMf0THEA PERSON RESPONSIBLE FDAPAYMEMNASAAIGHI'TDAEFUSETO PAY,CMICFL PAYMENT, OA BEAEIMBUASED a e FOAPAYMEMFOAANYOTHEAGEAVICE,EXM9NAlI0N,OATAFAiMENTTHATISPEAFOAMEDASAAESULTOEANDWfMIN72H0UASOF ~ EXTRA LARGE SELECTION' OF ~ :',flagged Railey'early in .the'; event. 'who jump the starting gun. ALSO, , ~ flESPONDINO TO'rHEADVEATISEMEM FOA THEFPEE, DISCOUNTED FEE, OAAEBUCEO FEE BEANCE, E%AMINATION, OATAEATMENT ~ After .the firstinfraction, the sailor if the race into be shortened or SUPPLEMENTS GLUTEN fPiEE must do two complete circles with abandoned due to weather, itwill be the boat before sailing on; But the announced on charine163 ~ FOOD PRODUCTS . ' second yellow flag results in having ' The Twingilt Series awards dinner a ~elg~ld®~ ~ ~ , r'; to dro out of that race, Raile s third will be at 6 .m,, Aug, 25 at SPYC, To CUI'L! 0 S. 1.r n y P : ®RGANIC PRODUCE flag, for rocking, came in. the pen- sign up, e-mail Jwalker98Qtampabay Announces the Opening " ~I ultimate''race aril meant-complete ..rr.com. ' EULPi.FOOD PRODUCTS'`' " -i of his Practice: in ' INTERNAL`MED I E 1 ( ANI) GERIATRICS ~ ~ t~~ ~J t ' ~ ' ~ l i ~t ~y,~~ Starting~August 7th, 2b06 n 7t 0 , i ' BASEBALL coaches Boysbasketball(varslty;JVandmiddlescliooU Asses-' , ~ c' , ~ ~ tantJVgulssotter,AssistantvarsitytrackandAssistantmid• OfficetOCfltCdat. ~ ~ '-~i''j` •2111fordetatls. aEMINOLEHEAT ~ dledivisionsoftbalLCallPhilHayfordat52 1 1~ j~ M r~ 12apdunderAAUteamisseekio~playerf. Forinfor ~ ' Hl hlandLakeS ~ ~`~HiSIhI ~,i ~ .The C~lnlCa~~ PpoVeB1 I mationcallBillVonstetlnaat(727)596-9391argoto 'MISCELLANEt)US p g' 'i ~ ~ seminoleheat.com. ' IVIedlCal Center ' LIAMII . ~ • • SLPETESTINGERS ~ PALM HARBORPARRS&RECREATION , f j Asp-;,,...+ 'I F~ v e~ PalmHarhorParksandRecreatlonhasopeningsforseveral - 34041 U,S. Hw . 19 Norly LYle1 D~~oNi~le1 ~~,y~~'~~~,{1~ Ul ~f~,~l,~i~Al ' ' 13UStPeteStingersAAUteamthatfnished8thinthestate rteamsandoffcials• 'o°~`~ ~ ` ' islookingfprplayerstotryoutforfa0seasonantltheuprommg .,Co•ed5oftballteamsareneededfortheseasonthatstarts' ~'o°°°• ' r ~~'",`wi~~r 20Wseasan.Formoreinformation,contadJimCamphellat ,u o°°r! r 1 r I ~ 100 Catl~etS Abg,25.Thefeeis$4SOper.team.,, Su1tt I3 halTnl~arl70r" M ~ (127)421-3631.. Co-edsofthallscore keepersantliertified°fflcialsareneeded. °,o°s,^~ "V~' ~l -'I UMPIRESNEEDED ! ~e amens,- ~ Youthflagfootball°fOcialsneeded. "N,,,,,,LU.. ' ThecityofCleenvaterisseekirigumpiresforyouNandadult Formorelnformation,callthePalmHarborParksand,Re<re• " ~ games.Compensationlsupto$SSpergame.F°rinformation ationcenterat(727)771-6000. ~ TelepphOlle (727) Z1®'~~®® 9 ''Retail.99 r' ' callJamesLightfootat(727)669.1361ezt!233ocFrankAceto TABLETENNIS Y at (727)581.2710. TheSunriseTableTennisClubhasscheduledplayaraund , 9 , • • , ' ; H NORTHWESTYOUTHBASEBALU~ • , Pinellas County:Monday:4-6 p:m.,yauthtralning,C°untryside Medicare andJYIOSTinsurancesaccepted, SehablaEspanol ~ ' • ~ ThdDizzyDeanLeagueishDldingitsannualmeetingand, RecreationCentet,26405abalSpringsDrive,Cleanvater6.9 _ -eledionDfoffcersonAug.17at630p.m.dtthec°ncession p,m,(°untrysideRecreationLentec ~ • ® • • • stand,590024thAVe:N,Winterregistratianwillalsoheheld' Tuesday:8:30a,m:1230p.m,;ThetongCenter,lSO1N " ":'I on Saturday,Aug;l9antl 26fmm9a.m:noonandonMonday __BelcherRoad,Clearwdter. ~ - ~ and Wednesday, Aug. 21 and 23 from 6-8 p m. Fo rinformatlon,' .Wednesday:6r9p.m.,RosiNorfonRecreatiohC°mples,14265 ca11345.1902 Martin LutherKlAgJrAve.,Clearwater. _ NORTHEAST LITTLE LEAGUE ` Thursday:830a.mQ2:30p.m:;TheLongCenter,1501N ' ~~F~•~-- ~ T~ ~I Theleaguelsopeningregistrationforthefallbaseball, Belcher Road, Clearwater. ~i ~ soffballandt•ballseasonseveryMonday,Wednesdayand Friday:4.6p.m.;YOUtht2lning,RossNortonRecreationCom•' .~1•}'~~ ~ ! SaturdaytnAdgust6eginningAug.l4.MondayandWednesr - plea,14265MartlnLutherKingJr.Ave.,Clearwater,6-9pm, ee11`be~ o~ oo~:It ~elt ~o ~ c { Ili s~ dayreglstrafionsarefremd-8p.m.andSaturdayisfrom9 RdssNortonReireationComplex.' i s , , ~1) a,m.-NoonattheShoreyFeldComplex,Forinformation,goto Saturday,12:30-Sp.m,TheL°ng.Center,1501N Belcher Road, ' ° ~ '?i wwwnortheastlLrom. ~aearwater. - i PALMHARBORLIiTLELEAGUE Sunday,9a.ml•3p.m.,CountrysideRecreationCenter,2640 qT ~ +,~Si• Registrationforthe2006Fallbaseballandsoftballseasonhas SabalSpringsJlrive,Clearwaten - U~'~U~.111dP~ ~ ~ I ~ staftedn°won•line,ahdwillbeavailableinpersonon5aturday,.. ForinfDrmationvisitwww.SUnriseTableTennls.comorcall ~ l 00~71111....~ dl v[ gg 666 111 ~ • August26fr°m10am:1p.m.atthePalmHarborC°mmunity Margotindsayat(721)6690899.. y "rF i, i ActivitiesCentef.There ister°n line otowww. hlLnet.For TENNIS infarmation,call647.2985:' ,g p ThePrlnceTennisdoubleleaguewillc°ndudregistraUon 4+ ' .f ~ TAPPONSPRINGSLITTLELEAGUE throughSept.6:ContactLlzLeiat(813)289-7865oratwww.Pr' ,i ) .-r ` I 1 The leaguewillholdfallbasehallandsoftballregistrationon „incetennisleague.com. _ ~ ~ I l r ~ Aug.l6and25from6•Bp.m,andAug.26from10a.m•2p.m.at (ITYOFTARPONSPRINGS t ~ ~ ~ I 'theTarpans5piingsCommunityCentec 'TheTarpon5pringsRecreationDepartmentisofferingtennis F~ ~ w,,d y ar. 1 • S '-1 STARS ^IessonsforbothyouthandadultsodWednesdaysandThurs• y - r j'1! ~ l sa TheSt.Pefershurgl3•uoderteamishavingtryoutrAug.13 -days.Costis$40permonth.Forinfarmation,tall942.5628. ~•.~7 ':Y ,j- ~ h`r ~ T ~o d• r TheTarpdnSpringsRedeationDepartmentisofferingayouth ,f 4 r ~r` I ' ( (727)320.7834.~ilPark.Forinformation,call JoseRamosat \~tiA"^4„i 1 ~ tr. ~ ~ , ~ .I basketball league for ages 8.14on Thursdays from 630.8 p m. + ` SEMINOLEHEAT TheleaguewlllhegininSeptemher.Thecostls$30forresr ,l ~ i $ 4 '+1 al ~ -1 , r The72•and•untlerAAUteamisseekingplayers.Far dents, 33.21fprnodtesldent3:Ca11942.5628forinformation. y•}, ; ?;r f.1 a ~ .r 111 • ` information;cantattBillVonstetlnaat596.9391°rvisit ~ ,LACROSSE ~ q I , wwwseminoleheatrom, 'ClearwaterYouth~SOtterlscbndudingslgmupsf°ritsmen's ~ -~F%~.~' ~p^'-' xj . ~i ~ ~I THRASHERS highschoolandinen`siniddlesth°olleagues;aswellasdinics ~t r , • ~ ` I ;I"I' I I- ,1~' ~i ,i TheCleanvateTThrashersl3•and•untlerandl4-uoderAAU forpouireandadvanredplayers:Forinfarmation,callDanat ~ j"^y;'r 3 I ~ _ ~ ~ 743.2782,orgbtowww.tampalacrosserom teams areseekingplayers.FbrlnfatmationcallDaveJohnson, ~ ,~~4, f r ~ t, i i I ~ ^ , (727)515-OZSS:, r - ! ~ G.~~,+, r is ~ ~ I l - I RUNNING ~ ~f~ MEADOWLA<ryNLITTLELEAGUE ~ ) / f i ..I Theleaguei;havingfallregistrationforbaseballandsoftball .SCHEDULE ~r.i I 1, ~ , every]uesayandThursdayimAugustfrom6:30-8p.m at1901 >Aug.12,7:30x.m....Runningfenter5K5eries,AlLopezPark. ~ ~ ~ - ~ I I. ' ' ' .I, 71stAve.N.TheyarealsDlookingformanagers,ro Call (727)6447702, ~ t ~ esa r ~ umpires: Ca11520•1O50forlnformatlon achesand ;{all (813)908-1960. ' ` ' Aug:18,7:OOp.m....SunsetatPier605K,Clearwater Beach. ~ ~-r~, - + J , COUNTRYSIDE LITTLE LEAGUE ~ c ~ , Fallbaseballandsoftballreglstrationistakingplareon5atur• Sept9,8a.m.::.ZpaRunRun5K,LowryParkZaa,Tampa.Call , ' a THETUU ST~~Y - days,Aug, l2 and 19from9a.mrlp.m,andAu9.15,17and21 ' 813.935.8552,Ext235. ~ ~ ~('~t S from6:30-Bp.m,Regislrationisatthe Countryside Recreation ; Sept10,8a.m:.:.AFSTuiti°nTrotSKandmile.U5Fcampus,- t f ..r 4 r; r. ;Center. Sampa:Ca66133747223. 1, ~ - , ,1 ~ Medical'researchers are constantly looking fo"r ways to help Sept 16,8a.m..:.Florida5heriff'sRanchRunSK,TempleTer• is + ' LARGOLITTLELEAGUE . ~Y ~ + ' race, Ca11813.247.8115. , Theleaguewillholdreglstrationforbaseballandsoftballfall I ~ ~ `,F 'fight rheumatoid arthritis, You~may b_e eligible for a clinical instmctlonalleagueson5aturdays,Aug,l2and19from10 ( ~ • ~ , r - a,m;2p.mantl nnAng.lSahdl7from6-Bp.m,attheLargn SOCCER researchatudy examining the safety and . ~ , Sports Complex(60QLakeAveaue),Theyarealso ookingfor . ` 'AZALEAEAGLES ~ r ~ r baseball and softhallumpires,CaIIS84-5505 for information Azalea Eagles5occerseeksplayersforuhder•1291rlsandun• ~t t~~~ ~a ~ ~slsted~ ~~U~ng effectiveness of an investigational drug for patients with BASKETBALL, der-15 boyscampetitiueteams.Fardetails,call(127,)345-1344 ~ n, (girls)nr(72n384.6266(bnyB). rheumafoid arthritis if you: ` ::Azalea Eagles5°ccerseeksfemaletrainersfaritsunder-12 Y®u 1~Jt~li~„1Are ~ ;r WILDWOODLEAGUE. and under-13 girls competitive teams Thls is a paid pbs(tl°n. ' Registration isunderwayfprtheWildwootlatlultleague. • Are at lea$t'18 ears old ' Cal(127)459-0027fordetails. Registrati°nis$550perteam.ForinformationcalLPaulat Y , Azalea Youth Sotterhashegunreglstratianforboysandglrls Nurses 011 ' 893.7750. - ' eagues:RegistrationisAugust5,12add19attheWalter o Non-Profit ° ADULT/MASTERSPLAVERS' ' Fuller Recreationfenterfr°m9a,m: noon. ForinFormdtion, HaV@ been dlagno$ed With rlrleUmatold arthrltl$ fOr Playerslnthreeagebrackets,35.39,40.44and4S-09are ro11345.0699. "`L.d ~~J ~~S• ..needed forahadultleaguetmvelteam.CallJerryW°odkaat „ ~ ChrlStlan k~`, ire iF4Lt}~•' at least 3 months `;c , ,943.4900fotihformation. LARGOUNITED 4~ { d'7U3 a3dd~ttA9 The~argoUnitedunder•126oysteamisseekingplayers, -•'ReS 1te,Gare v~+ i ' ST; PETERSBURGJUNIORMAGIf-' ForinfprmatiDUCOntadGeraldTrimbleat(721)530.4824or Herl_"tee ~ •--••o p• ! • Are' beilig with treated with methotrexate for your unUlAbgtlB~B°ysahdgidsagee8.16areelllleaguewillrun tremble.family@verizannet. ~ y~t~. a '~I e gible,Fbrlnforma- 9 ~StabllShed E L~~l~~ • Alzheuner s rhematoid' arthritis a; lion,ca11542.5QO1or527-7260ptgotowwwstpetejuniorm OIDSMARSOCCERCLUB; i Care ;'ir agic.arg. Thedubhasopenedregistrationforthefallinstructional ~ 1980 CoachesareneededfortheSt.PetersburgluniotMagic season.Inf°rmatjaoisavailahleatwww.nldsmarsoccerorgar `I u are h I I I IeagB°.(x11542.5oo1nr52 26Qfnrinfnrmatinn ' bYralling773-292. UpentoAll~aiths f yo e g b e to pare clpate n this clinical'research 7~7 MADEIRABEACHSOCCER ,1 FOOTBALL ~ Registratlonforchildrenages5.12wIIlheheldattheMadeira - study, yqU may receive the investigational drug and all i . Beach Recreation Center Wednesdays;Aug.9and16and ~ r ~ OFFICIALSNEEDED Saturdays,Aug.12,~9a~tl26.WedneSdaYreglstratinnisfmm p i TT~ i study-related evaluations and procedures by a physician 'F .The SauthernlndependentConference0ffcialsAlliance , 6-Bp.m,Saturdaysarefroml0a,m:noon,Forinformation,call ~3SlSted 1(lUing Apartments Are ,r le ` `seeks menandwamenagel5andalderinterestedinofficiating Steve Jurczikat392.0665... ~ $peCIallZing In rhematold arthritis,-all at n0-cost, m ' youthfootballinthebayarea:Completer@iningandmentoring (LEARWATERCHARGERS 711 A 7~ ' willhegiven.SICOAservicesyouthleaguesinHillsborough, ~ U.ailable as a Monthlu Rental " Pinellas,Polk,Pasro,SaiasotaandManateeCorintiezExe• Theleagueislookingforplayersfontsdevelopmental/ ' ? ~ ; ~ p recreatinnprngmm.RegistratrniBeverywetlnesdaylnAngDSt To learn more about this opportunity, please call: ,e rriencedofficialsareneededtoofflciatehighschbol,college frpm6.1:30p:m:dndevery5aturdaYfrom9a.m:~ip.m.atthe and minDr9eaguegames.SICOAisamemberoftheFHSAA, EtldieC.MaoreComplex.Checkoutwwwdearwaterchafgers.c 19 NCAA and NAIA: For details, call John of (813) 899.1983 °r ulsit ' is ( amfor~OUNTRYSIDEY0UTH5000ERASSOCIATION I ar, i wensteln ie www.sknanfficlalsrom 7~~ 7~~ ~~®,~fOr ~T®~ Dr. Mitchell.Lo .TARPON SPRINGSJUNIORSPONGERS Theleaguewdlholdsign-upsforthefdllre~reaGonalsoccer- ~a . Registiafionforcontactfootball,flagfootball,cheerleadiDg ' pragramAug:]2and19from9a.mrlp.m,andAug,15,24and , ~ and Dr• Karen Zayar and mascotristakingplaceatSislerField°nMeresBlvd.Check. ' 29fmm630.830p.m,attheCountrysldeRecCenter(2640 ' . ~ , ~k autwww.Irspongers.comf°rtnformation. ~ ~l~C~ ~ T®l.ll ? ,c Sabal Springs Drive, Clearwater). See www.cysa.us far more n ~ ' ~ mfnrmahnn. : ~ THE Af~THRITIS •CENTER ` o HOCItEY ' SEMINOLE SHOOTING STARS ~ REFEREESSOUGHT l Registration Forthe2006-O7souerseasonwillbeSatutday, ' ~ Paull Harbor Florida i`~ Palm HarhorRecreatioriisseekingadultreferees.Gamesare' Aug.l2from9a.mip.m:andThursday,Augustl7from6.8. ' , ~ 2655 Nebraska Avenue ' T~ ~ `.on'Fridayevenings..Thepayran9eis$16.20pergame.Forinfor• p,m.attheH°IlandG.MangumRecreatian(omplex(9100 I - 'u ~ ~ -matiaricall(727)771.6000. 113thstreetnorth).CaIlRussSettleat397.8623forinfarma• - 4 ~E~~~ 727-789-2784, eXl;. 27 „ ' m ' . ~ .HIGH SCHOOL .lion, ~ ~ ~ ~ r' o Toozasvaes'r ~PaIm~~Harbor Florida 34684 - t' . ShorecrestPreparatorySchoalisinneedofthefollowing ~ 1 ~u