The URL can be used to link to this page

INTERLOCAL AGREEMENT CLEARWATER BEACH TRANSIT FACILITY (2)INTERLOCAL AGREEMENT CLEARWATER BEACH TRANSIT FACILITY HIS INTERLOCAL AGREEMENT ("Agreement") is entered into on this��` day of h'/ , 2017 by and between the Pinellas Suncoast Transit Authority, an independent special district with its principal place of business located at 3201 Scherer Drive, St. Petersburg, FL 33716 ("PSTA"), and the City of Clearwater, Florida, a municipal corporation with its principal place of business located at 112 S. Osceola Ave., Clearwater, Florida 33756 (the "City"). WHEREAS, Clearwater Beach is a critical driver of the Pinellas County economy; and WHEREAS, providing safe, effective alternative transportation options to this key destination is essential to the maintenance of its economic vitality and attractiveness to visitors from within and outside Pinellas County; and WHEREAS, PSTA has engaged an engineer who has prepared a design of a transit facility suitable for Clearwater Beach in cooperation with City staff; and WHEREAS, the intent of the facility, the Clearwater Beach Transit Center (CBTC), is to maximize direct connections to the beach and provide a seamless connection between transportation services that connect people to beach activities; and WHEREAS, the CBTC is intended to provide a visible location for beach visitors to board and disembark bus transportation services; and WHEREAS, the CBTC will provide a designated location for buses serving the beach to connect with other beach bus transportation; and WHEREAS, Grantor is a municipal corporation that owns or has jurisdiction over certain portions of the right-of-way of Causeway Boulevard and the property adjacent to Causeway Boulevard directly west of the Mandalay Channel, as more particularly described in Exhibit "A" ("Property"); and WHEREAS, the City has agreed to grant an easement and right-of-way permit, as applicable, to PSTA for the construction, maintenance and operation of the CBTC on City right- of-way and City property adjacent to Causeway Boulevard, directly west of the Mandalay Channel as more particularly depicted in Exhibit B attached hereto (Easement Area) and Exhibit C attached hereto (Right-of-way Permit Limits); and WHEREAS, Section 163.01, Florida Statutes, Florida Interlocal Cooperation Act, authorizes governmental entities to provide services and facilities through the use of cooperative agreements for the mutual advantage of each governmental entity. NOW, THEREFORE, in exchange for mutually agreeable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: Page 1 of 6 SECTION 1: PSTA'S OBLIGATIONS a. PSTA shall cause the CBTC in the Easement Area and Right-of-way Permit Limits to be constructed generally in accordance with the plans attached as Exhibit D and the Scope of Work attached as Exhibit E (the "Project"). b. PSTA shall be solely responsible for and in control of the design and construction of the Project, including but not limited to procurement and selection of a general contractor and engineer, preparation of the specifications, right-of-way survey and final site plans for the Project, and ensuring that all necessary licenses and permits are obtained for the completion of the Project. Any contractor retained to construct the Project and any engineer retained to design the Project will be selected by PSTA pursuant to PSTA purchasing and procurement procedures and nothing construed herein shall be construed as a restriction on PSTA's ability to select the contractor or the engineer, to reject any and all bids, or take any other action during the procurement process. c. PSTA shall endeavor to commence construction of the Project by August 1, 2017 with a tentative completion date of December 31, 2017. The actual commencement date will depend on finalization of construction plans, issuance of permits, obtaining all necessary government approvals, and completion of the procurement process by PSTA. d. PSTA shall own all hardscape improvements made as part of the Project. e. PSTA shall be solely responsible for maintaining, operating, and repairing the Project, as needed in PSTA's sole discretion. f. PSTA shall maintain insurance for the hardscape improvements made as part of the Project. PSTA's self-insurance program shall satisfy this requirement. g. PSTA will have the contractor, subcontractor or manufacturer who designed, installed or manufactured the canopy provide training to PSTA and City staff on the removal, storing and re -installation of the canopy in case of a storm event. SECTION 2: CITY'S OBLIGATION'S a. The City shall contribute Two Hundred Fifty Thousand Dollars ($250,000.00) towards the costs of the design, permitting and construction of the Project. The City's contribution shall be paid to PSTA in installments equal to one-half (1/2) of all invoices due and payable by PSTA for the design and construction of the Project until the City has paid Two Hundred Fifty Thousand Dollars and NO/100 ($250,000.00) to PSTA toward the Project. The City shall pay all installments within thirty (30) days of PSTA's submittal of the invoice to the City. b. Grant PSTA an easement in the form attached as Exhibit F for the construction, maintenance and operation of the CBTC on City right-of-way and City property. Page 2 of 6 c. Grant a Right-of-way Permit in the form attached as Exhibit G for the construction, maintenance and operation of the CBTC on City right-of-way and City property. d. Promptly review any applications for building permits or development orders that are necessary for the Project and issue said permits and orders in compliance with applicable codes at no charge to PSTA. The Parties recognize that PSTA is exempt from such charges pursuant to Section 7, Chapter 00-424, Laws of Florida. e. Issue a certificate of occupancy upon inspection, approval and completion of the Project. f. Be responsible for deployment of a queue jumping signalization system to be completed through the City Traffic Operations Division prior to completion of the construction of the Project. g. Review all maintenance of traffic (MOT) plans necessary for the Project through the City Traffic Operations Division with a turn around time of 24 hours. h. Purchasing, installing, and maintaining all landscaping and the irrigation system associated with the CBTC at the City's cost. Any amount by the City on landscaping and the irrigation system is in addition to the City's contribution set forth in subsection a above. i. Provide supplemental maintenance of the hardscape associated with garbage, refuse and sand removal, when requested by PSTA. j. Provide for the safe removal, storage and reinstallation of the canopy when required because of a storm event. k. Provide law enforcement assistance, to the same extent provided to the public in general, to protect the safety of the public and PSTA's riders utilizing the CBTC. 1. Authorize PSTA and/or its contractors, to procure any necessary licenses, permits and development order on the City's behalf that are necessary to complete the Project. SECTION 3. TERMINATION a. Either Party may terminate this Agreement for cause by providing written notice to the other Party at least thirty (30) days prior to termination, specifying the cause for which that Party intends to terminate and only if the other Party fails to cure the violation within the thirty (30) day period. The Easement and Right-of-way permit shall automatically terminate upon termination of this Agreement and removal of PSTA-owned improvements, as applicable. The Parties agree to cooperate in recording any document necessary to memorialize termination of the Easement. b. If PSTA elects to cease use of the CBTC, then PSTA shall provide the City with thirty (30) days' written notice of the termination of this Agreement. If requested by the City, PSTA shall remove the vertical improvements installed as part of the Project. Page 3 of 6 c. If the canopy is damaged requiring it to be replaced due to a storm, disaster, act of God, or other naturally occurring event, and if there are sufficient insurance proceeds to replace the canopy, PSTA shall reconstruct the canopy. If PSTA determines that there are insufficient insurance proceeds to pay for the reconstruction of the canopy, the Parties can mutually agree to share equally the additional cost to replace the canopy. If the Parties do not mutually agree to share equally the cost to replace the canopy, this Agreement shall terminate. SECTION 4: TERM This Agreement shall commence upon the date first above written and shall terminate twenty (20) years from the date of the issuance of the certificate of occupancy for the Project. SECTION 5: FORCE MAJEURE OR DELAY a. Neither party shall be liable for any non-performance or delayed performance under this Agreement if caused by Force Majeure. Force Majeure shall be defined as a fire, flood, act of God, war, terrorism, riot, national emergency, sabotage, civil disturbance, strike, labor dispute, or events which are not the fault or are beyond the control of the party. b. PSTA shall not be liable to the City for any delays in completing the Project, including but not limited to delays in connection with PSTA's contractor, manufacturer, suppliers or agents thereof. SECTION 6: NOTICES a. All notices required or made pursuant to this Agreement shall be made in writing and sent by certified U.S. mail, return receipt requested, addressed to the following: To PSTA: To City: PINELLAS SUNCOAST CITY OF CLEARWATER TRANSIT AUTHORITY Administration Building 3201 Scherer Drive St. Petersburg, Florida 33716 Attn.: Chef Executive Officer With required copy to: Alan S. Zimmet, Esq. One Tampa Center Suite, 2700 Tampa, FL 33602 112 S. Osceola Ave. Clearwater, Florida 33756 Attn.: City Manager Page 4 of 6 b. Either Party may change its above noted address by giving written notice to the other Party in accordance with the requirements of this Section. SECTION 7: LIABILITY a. Each Party shall be responsible for its own acts or omissions in accordance with Section 768.28, Florida Statutes. b. Nothing contained herein shall in any way waive any immunity from or limitation of liability that each Party enjoys under the constitution, and Florida Statutes and particularly Chapter 768, Florida Statutes. SECTION 8: FILING A copy of this Agreement and any subsequent amendments shall be filed with the clerk of court in and for Pinellas County in accordance with Section 163.01, Florida Statutes. SECTION 9: MISCELLANEOUS a. ENTIRE AGREEMENT. This Agreement, along with the Easement and exhibits, constitute the entire agreement between the Parties with respect to the Project and supersedes all previous written or oral negotiations, agreements, proposals and/or understandings. There are no representations or warranties unless set forth in this Agreement, the Easement and any exhibits. b. SEVERABILITY. If any one or more of the provisions of this Agreement shall be held to be invalid, illegal, or unenforceable in any respect by a court of competent jurisdiction, the validity, legality, and enforceability of the remaining provisions hereof shall not in any way be affected or impaired thereby and shall be treated as though that portion had never been a part hereof. c. MODIFICATION. This Agreement shall only be amended by express written agreement of the Parties. d. ITEADINGS AND SECTION REFERENCES. The headings and section references in this Agreement are inserted only for the purpose of convenience and shall not be construed to expand or limit the provisions contained in such sections. e. BINDING EFFECT. This Agreement shall be binding upon the successors and/or assigns of the Parties hereto. However, neither Party may assign, sublet, or transfer any interest in this Agreement without the prior written consent of the other Party and such consent shall not be unreasonably withheld. Provided, however, that PSTA may assign its rights and obligations under this Agreement to any successor public transit authority or a public agency operating public bus transportation in Pinellas County, without the consent of the City. Page 5 of 6 f. AUTHORIZATION. Both Parties to this Agreement represent and warrant that they are authorized to enter into this Agreement and that those executing this Agreement have full power and authority to bind their respective Parties to the terms hereof. g. WAIVER. No waiver of any default or failure to perform shall be valid unless set forth in writing by the waiving party and shall not constitute a waiver of any other default or failure to perform under this Agreement, or of any rights or remedies to which either Party may be entitled to on account of any such default or failure to perform. h. CONTROLLING LAW AND VENUE. This Agreement shall be construed by and controlled under the laws of the State of Florida. The Parties consent to jurisdiction over them and agree that venue for any state action arising under this Agreement shall lie solely in the courts located in Pinellas County, Florida, and for any federal action shall lie solely in the United States District Court, Middle District, Tampa Davison. IN WITNESS WHEREOF, the Parties hereto have made and executed this Agreement on the first date above written. APPROVED :s TO RM: A General Counsel AT COUNTERSIGNED ctiorker\crc. 05 George N. Cretekos, Mayor ATTEST: osemarie Call, City Cle k PSTA: Brad Miller, Chief Executive Officer CITY OF CLEARWATER: aita, 41xLvt$L5-4 lliam B. Horne, II, City Manager ►1i tth'ew M. Sm Assistant City Attorney Page 6 of 6 N T. S. This is not a survey EXHIBIT "A" Barbour -Morrow Subdivision Plat Book 23, Pages 45 Block A I I Block B Lot29 Lot14 City Park Subdivision Plat Book 23, Pages 37 Lots (/ `eityPark-- Subdivision Plat Book 23. __P�es 37 C11 Lot 7 Barbour -Morrow Subdivision Plat Book 23, Pages 45 Lot 14 Block C 11. NI Water Lot 2 u Lot 8 7r u n 11 I (1 — n L nl I — Clearwater Municipal Marina Linetype Legend Lot Line Property Line Right -of -Way Line Lot 9 E CITY OF CLEARWATER ENGINEERING DEPARTMENT DRAWN BY L. Moody CHECKED BY T. Mahony PSTA Transfer Station Overall Project Limits DN3 NO. Lgl_2017-6 SECT—TWNSP—RNG DATE DRAWN SHEET 1 OF 3 8 - 29 - 15 3/9/2017 N.T.S. This is not a survey I / II /I I 1 / I / I 1 __ II I / I EXHIBIT "B" Barbour -Morrow Subdivision Plat Book 23, Pages 45 Lot 26 Lot 28 Block A Lot 29 I Block B Lot14 1 City Park Subdivision Plat Book 23, Pages 3 7 Lot 5 1 t / J / / J / ' / / // / ,\ // / // - / Linetype Legend Lot Line Property Line Right—of—Way Line III L ----J L City Park- - Subdivision Plat Book 23 Peres 37 Barbour -Morrow Subdivision Plat Book 23, Pages 45 Lot 14 Block C IL N4 rea of Interest Water Lot 2 Lot 7 n u n J L Lot 8 u n n u Lot 9 r n U V Clearwater Municipal Marina n a* L --1 Legal Description A. The North 70.00 feet of Lot 8 as shown Subdivision, as recorded in Plat Book 23, Records of Pinellas County, Florida. Containing 0.30 acre, more or less. AND B. The North 45.00 feet of Lot 9 as shown Subdivision, as recorded in Plat Book 23, Records of Pinellas County, Florida. Containing 0.07 acre, more or less. — r — U I I on the Plat of City Park Page 37, of the Public on the Plat of City Park Page 37, of the Public CITY OF CLEARWATER ENGINEERING DEPARTMENT DRAWN BY L. Moody CHECKED BY T. Mahony PSTA Transfer Station Easement DWG NO. Lgl_2017-6 SECT—TWNSP—RNG 8 DATE DRAWN SHEET OF 3 - 29 - 15 3/9/2017 N. T.S. This is not a survey EXHIBIT "C" Barbour -Morrow Subdivision Plat Book 23, Pages 45 Block A Lot 29 Lot 28 City Park Subdivision Plat Book 23, Pages 3 7 Lot 5 Block B Lot 14 ICzty -Park- - Subdivision Plat Book 23. i Peres 37 Causswaylemi Lot7 1 Barbour -Morrow Subdivision Plat Book 23, Pages 45 Lot 14 I /�/ // / / / / / Block C ea of Interest Water Lot 2 I U _ u Lot 8 u (1 n n n I L ----J L. -----J L a �� Linetype Legend Lot Line Property Line Right -of -Way Line Clearwater Municipal Marina Lot 9 'I U ti — — _ r U CITY OF CLEARWATER ENGINEERING DEPARTMENT DRAWN BY L. Moody CHECKED BY T. Mahony PSTATS — Right—of—Way Permits Limits DYIG. NO. Lgl_2017-6 SECT-TWNSP-RNG 8 DATE DRAWN 9 ET 3 OF 3 29 - 15 3/9/2017 Exhibit D CLEA WATER LOCATION OF PROJECT GOVERNING DESIGN STANDARDS: City of Clean rater Standards 6 Florida 0.pertmor0 o/ Transportation. 201647 Gaston Standards es0ok (65e6) and applicable Design Standards R4625I00E (05901 at the following rv6sRc WtP:r/aidedoGtare.N.os/rddetpn/DaslgnStxM>ds/standarosshhn GOVERNING STANDARD SPECIFICATIONS: City of Clearwater Technical Sp0NNcatlons & Florida 0apartmam ar Transportation, January 2017 Standard Specifications for nose and Bridge Construction ae the Wowing we6slte: 1Ntp'/few.AotsteenLas/pr000anmanapement/implo mrNed/Speceaoks SWIKOAST EACH TRANS IT CENTER LOCATION MAP c_ aGL,O�MpEqIS J, SHEET N0. SHEET TITLE OM vi. 1 KEY SHEET. 2 SIGNATURE SHEET 3 TYPICAL DETAILS S51 111 SUMMARY OF QUANTITIES LM! 0 4114' iii( L PROJECT NOTES / SUMMARY OF PAY ITEMS. a - 6 ROADWAY PLAN 7 DRAINAGE STRUCTURES ��. �s.l�.—�.ose nimitu4v 1 / 'ittIV11.pi Sall PROFILES a Gu CROSS SECTIONS NE - 13 BELLEAIR ros Apjfi� 4 �,ww�wwLk ��—BE r._ jimopm (R UIPE3EP .i■r..►: -I`�� y.l 16 /I%% BE SR lF .;mmuRia 17 yyy - a • Ta.-yt��t w:- Gti BOARDWALK PLAN AND ELEVATION ' 20 BOARDWALK TYPICAL SECTION LOCATION MAP PRBPAREO OT euro uranre. PE. FO less ATB CORPORATION 201 N. ERWIN0 STREET. SORB 1710 TEAM FL y3/e2 MONK ONS) 002-0150 CERTIFICATE OF AOTNORIZATTM NO. 0100 CLEARWATER BEACH TRANSIT CENTER ��,' Ci?T OF CLEARNATCR FOR PINELL35 SURC035T 'TRANSIT ALIT UNIT? 100 SOUTH MYRTLE AVENUE 6 3201 SCHEMER MI5 [LEMMA' ER F131756 5T. PETERSBURG, FL 33716 X'EY SHEET Aw Dow I RENT Hrt 70,7 /.11 47 PN GM,w0O1paw1 Or moat MR. MIT w JR5 soar IA pt0 PLIAS SOON I7AL U N a TME OFFICIAL RECORD OF THIS SKEET IS TME ELECTAOMIC FILE j.1,60025KADOKIearaa,r Bus Na7Vetnar.EETSR001AN; INDEX OF SHEETS SHEET N0. SHEET TITLE 1 KEY SHEET. 2 SIGNATURE SHEET 3 TYPICAL DETAILS S51 - 505 SUMMARY OF QUANTITIES 4 PROJECT NOTES / SUMMARY OF PAY ITEMS. 5 - 6 ROADWAY PLAN 7 DRAINAGE STRUCTURES 8 Sall PROFILES 9 - 11 CROSS SECTIONS 12 - 13 TRAFFIC CONTROL PLAN 14 - 15 UTILITY ADJUSTMENTS 16 PROJECT NETWORK CONTROL SHEET 17 - iB SIGNING AND PAVEMENT MARKING PLAIT /Q BOARDWALK PLAN AND ELEVATION 20 BOARDWALK TYPICAL SECTION PRBPAREO OT euro uranre. PE. FO less ATB CORPORATION 201 N. ERWIN0 STREET. SORB 1710 TEAM FL y3/e2 MONK ONS) 002-0150 CERTIFICATE OF AOTNORIZATTM NO. 0100 CLEARWATER BEACH TRANSIT CENTER ��,' Ci?T OF CLEARNATCR FOR PINELL35 SURC035T 'TRANSIT ALIT UNIT? 100 SOUTH MYRTLE AVENUE 6 3201 SCHEMER MI5 [LEMMA' ER F131756 5T. PETERSBURG, FL 33716 X'EY SHEET Aw Dow I RENT Hrt 70,7 /.11 47 PN GM,w0O1paw1 Or moat MR. MIT w JR5 soar IA pt0 PLIAS SOON I7AL U N a TME OFFICIAL RECORD OF THIS SKEET IS TME ELECTAOMIC FILE j.1,60025KADOKIearaa,r Bus Na7Vetnar.EETSR001AN; THIS DDCUNENT HAS BEEP UMSYAELT ``,`` `,D N 11 1- PO' �J',, sICMD MD seYrD BI: 0.r.\.+cLENs.s. .... F - Brad Laporte No 79380 2017.01.26 16:14:47 -05'00' _ -* * • * PRINTED COPIES OF TOSS ODCWIEMT MF' ^ POT CDDSIDERED SINNED AND SEALED.".:'.H:1 7,0 -.. • Q• TM SI9RAHIRE mar BE TfMFIED 1.1,', STATE OF ; Co„ DR THE EIEttRaHc OONNERTS. iOA�tSF<O Rl0AG12�� HNTB CORPORATION ',4,4.10. 'I5 OUA `SN TAMPA.1N. FRANKLIN L 02 STREET, SUITE 1200 CERTIFICATE OF AUTHORIZATION: 6500 BRAD LAPORTE. P.E. NO. 79380 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL 8E RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE (11TH RULE 61615-23.004, FAC. ITS PLANS THIS DOCUMENT /UIS BEEP OISPALLT ,1`,,,, ,,'W r IVAIn. I.,, SHRED AND Se�4rD BD . .-l`,VT1`` .34•'•-• • Gjergji Vaso 2017.01.26 16:11:46 -05'00' N0 72509 's - =*_ * *z - PINKED COPIES OF THIS DOCUIIeK ARE A �. - UDl CONSIDERED SIGNED MID SEALED. - Cl; ti TME SINMTWIE PUNT BE VERIFIED % JI .. STATE OF • !Jl ON THE ELMANID: uDCNMENTE. 'O,Fs,''�OR ��. CI,,, HNTE CORPORATION ,F/E,ONALLti,,. TAMPA,201N.FRANKLIN STREET. SUITE 1200 CERTIFICATE OF AUTHORIZATION: 6500 GJERGII VA50, P.E. NO. 72509 THE ABOVE NAKED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61615-23.004. FA.C. ITS PLANS SHEET NO. SHEET DESCRIPTION 19 BOARDWALK PLAN AND ELEVATION 20 BOARDWALK TYPICAL SECTION SHEET NO. SHEET DESCRIPTION 1 KEY SHEET 2 SIGNATURE SHEET - 3 TYPICAL DETAILS SO1 - 505 SUNMART OF QUANTITIES 4 PROJECT NOTES I SUMMARY OF PAY (TENS 5 - 6 ROADWAY PLAN 7 DRAINAGE STRUCTURES 9 - 11 CROSS SECTIONS 12 - 13 TRAFFIC CONTROL PLAN 19 - 15 UTILITY ADJUSTMENTS 16 PROJECT NETWORK CONTROL SHEET 17 - 18 SIGNING AND PAVEMENT MARKING PLAN T 11111( THIS DSCUNENT MRS BM CIOIEAU ,`S,�.tN f1 SCpNF',�i MGED.WDSE,urDIR: • 4 CEN5 •�/` No 89914 Kevin H E • [ _ - PRINTED CaFrES OF MIS DOCWIENT ARE - NOT CONSIDERED SIGNED AND SEALED. T. '. •"�� TME SIONAHIHE RUST BE FORMED ff -. STATE OF • !V` aN THE EMT.. DOcuNENTS. t. "eO"ICS's. O RIO . ••••\,--. TIERRA, INC. • ',,,,, 0NA ,,,,, 7351 TAMPI EF PIE 37RRACE HIGHWAY CERTIFICATE OF AUTHORIZATION: 6486 KEVIN H. SCOTT. P.E. NO. 65519 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61615-23.004. F.AC. ITS PLANS SHEET NO. SHEET DESCRIPTION .8 SOIL PROFILES -N.." ,qN� „�- 9� f, .:00'''''`,.=. „': „'"�,.,,,..ra,,, ....„•....� .. .."'w w MIEPMPD Br: BRAD UEDVE, P.E. NO. TERN HMV cawDNvlon AI N. FRAWIN STREET. SURF 120E TAM. PL SMs.S.A DRE: NUI Or]HIID CERTIFICATE DF AKMONrATMN WA ONO .. SIGNATURE SHEET ...... •• , ••. "- A:1'ER CLEARriAiER BEACH E41�Lt1,sH rlFitlr �E---- HP WIT 2 '� TRANSIT CENTER _.... - ---t`—' S or. SOF CLEARWATER FOR PINELLAS MECCAS! TRANSIT AUTHORITY 100 SOUTH MYRTLE AVENUE ' S201 SCHERE, OR1Y! CLEARWATER. FL 33756 ST. PETERSaum FL 3317E °p0 PTS ND rums somata. AE: DEEE: 1.00a0e Nr SEE VALLEY GUTTER TRANSITION DETAIL. INDEX 300, SHEET 1 OF 2. SUBSTITUTE DROP CURB FOR VALLEY GUTTER EXIST. EWE. VARIES, EXIST. CEO EXIST. TRAVEL LANES SEE SHEETS NO. 19 AND 20 FOR BOARDWALK DETAILS tl A LEGEND PROPOSED SOD 6' CONCRETE ..] SIDEWALK 9� SEE VALLEY GUTTER— TRANSITION DETAIL, INDEX 300, SHEET 1 OF 2. SUBSTITUTE DROP CURB FOR VALLEY GUTTER 2' FLAT - EXIST. SIYK' VARIES &G EXIST. 2' DROP CURB TYPE F C&G ♦� WB CAUSEWAY BLVD. 15' GTTR. TRANS. FROM DROP CURB TO TYPE V INLET PAVEMENT RECONSTRUCTION LIMIT 13 GTTR. TRANS. FROM TYPE V INLET TO DROP CURB DROP CURB TYPE F CSG z 19e EXIST. TRAVEL LANES 75 A 210' SUNVEY CAUSEWAY BLVD. 53 340' STANDARD CLEARING AND GRUBBING 2' FLAT SOD SOD 10' VARIES 0,02 MAX. 13 BUS BAY (ASPHALT PAVEMENT) 0.02 2 EXIST. TRAVEL LANES MATCH EXISTING EOP ELEVATION G. CONCRETE— SIDEWALK TYPE F CEO TYPE E STABILIZATION (LBR 40) I? DROP CURB ASPHALT BASE MATERIAL STRUCTURAL COURSE SECTION A -A • SEE PLAN DETAILS ON THIS SHEET FOR GRADING DETAIL, PLAN DETAILS ISEE ROADWAY PLAN SHEETS FOR ADDITIONAL INFORMATION BUS BAY DETAILS TYPE SP STRUCTURAL COURSE (TRAFFIC E) LAYER 2 (1.5') (PG 76-22) s X �3/ TYPE SP STRUCTURAL COURSE (TRAFFIC E) LAYER 1 O9') (PG 76-22) OBG 11 TYPE 8-125 (7") TYPE 0 STABILIZATION, LER 40 (17) PAVEMENT LAYER DIAGRAM PAVEMENT RECONSTRUCTION OPTIONAL BASE GROUP 11 (TYPE B-72.5 ONLY) WITH TYPE SP STRUCTURAL COURSE (TRAFFIC E1 (3') (PG 76-22) BUS BAY ASPHALT PAVEMENT DESIGN OPTIONAL BASE GROUP 71 (TYPE 8-12.5 ONLY) WITH TYPE SP STRUCTURAL COURSE (TRAFFIC EJ (37 (PG 76-22) i▪ 2Y 7.2". PREPARED NY: 6RA0 W6RrE. PE. N6. 79.16 HATO CORPORATION PI N. 'WNW. STMIT. SUITE MO TANYA. FL 3AO2 PHARE:(A131 r12•AISG fEARFICATE OF NANORIZATION N6. NW CLEARWATER BEACH t.. TRANSIT CENTER CRY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AOTHORIYY 16o SOUTH NESTLE AVENUE CLEARWATER. FL 33756 6 3201 SCHERER DRIVE ST. PETERSBURG. FL 33716 TYPICAL DETAILS .1 It, .44 ITS I SW FLANS SONRIRAL 1.33.,14 PR\VNMI0VAnAwasa.ITAma1CAou,cIM7ralr W barreaels.• PSSOJDGN SUMMARY OF LUMP SUM ITEMS PAY ITEM NO. ITEM DESCRIPTION QUANTITY DESIGN NOTES CONSTRUCTION REMARKS P F 0101 1 MOBILIZATION 1 DAYS P P P F 0102 1 MAINTENANCE OF TRAFFIC LS 60 SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION UNIT PHASE I TOTAL DESIGN NOTES CONSTRUCTION REMARKS DURATION QUANTITY TOTAL DAYS P P P F 0102 1 MAINTENANCE OF TRAFFIC LS 60 P F 1 60 DAY CONSTRUCTION DURATION. 0102 60 WORK ZONE SIGN ED 60 32 1920 1920 17+17.00 LT. 0102 74 1 CHOA LANNELIZING DEVICE- TYPES f, If. DI. VP. DRUM, CD ED 60 72 1920 1920 77+19.50 LT. 0102 74 6 CHANNEL (ZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CNANNELIZING DEVICE) ED 60 4 240 240 19+77.63 0102 76 ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 60 1 60 60 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 741 74 74 INCLUDES 14 DAY ADVANCED PLACEMENT DURATION. LOCATED ALONG PARKING LOT. 17+20.00 to 21+00.00 LT. 380.0 SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES LOCATION SIDE AREA ID SEDIMENT BARRIER SOIL TRACKING PREVENTION DEVICE INLET PROTECTION SYSTEM DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. 0104 10 3 0104 15 0104 18 LF EA EA P F P F P F PROJECT 1.0 17+17.00 LT. 1.0 77+19.50 LT. 1.0 19+77.63 LT. 7.0 17+20.00 to 19+10.00 LT. 190.0 LOCATED ALONG PARKING LOT. 17+20.00 to 21+00.00 LT. 380.0 LOCATED ALONG BACK OF SIDEWALK. TOTAL: 5701 3 PREPARED III: eRAu uroRTE. PA. N4 nO. 1MTe C67PORArIDr 1070. F 1LIR sTREEr, surrE 11OO TAINA PL1, 43 o1 PIINV&I1111 SOI -I CERTIFICATE OF ADTATHONTRIWI N0. Elm ;2ARWAIrER: CLEARWATER BEACH .„_ a TRANSIT CENTER• CITY OF CLEMNATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY 100 SOUTH NYRTLE AVENUE & 3201 SCHERER DRIVE CLEARWATER. FL 33756 Sr. PETERSBURG, FL 33716 SUMMARY OF QUANTITIES (01) OHP: Rename MO Ng on,ra• Sal 7=h- AS TS AE smarm NO PUNS SU6NRTN 010.... III0)2077 T.t541 141 JAEE07E\C41,00K1.x0..Pr e.. 6..S,.S fl\SLNONYOIDER TRE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED ORDER ROLE 61615-23.O0A. 75 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED LINDER RULE DIGJ5.73. SUMMARY OF LITTER REMOVAL AND MOWING LITTER REMOVAL MOWING LOCATION0107 1 0107 2 DESIGN CONSTRUCTION CONST, SIDE WRATI'ON FREQUENCY AREA g AREA NOTES REMARKS PHASE (DAYS) (DAYS) AROA CYCLES .'/ (AC) AREA CYCLES AC/ TOTAL (AC) STA. TO STA. CYCLE P F CYCLE P F 1 17420.00 TO 21+00.00 LT. 60 30 8763 2 0.725 7.450 1 17+20.00 TO 21+00.00 .LT. 60 30 9708 2 0.220 0.440 1 17+20.00 TO 21+00.00 IT. 60 30 9717 2 0.131 0.262 SUB -TOTAL: 1.450 SU8-TOTAL: 0.702 TOTAL: 1.45 TOTAL: 0.70 SUMMARY OF REMOVAL ITEMS PAY ITEMLOCATION NO PAY ITEM DESCRIPTION SIDE AREA ID UNITS SECONDARY UNITS (IF LUMP SUM) TOTAL - DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. AREA P F 0110 1 1 CLEAR/NG 6 GRUBBING AC 0.28 17+40.00 TO 20+80.00 LT. 10045 0.273 17+90.61 TO 78+18.93 LT. 10694 0.007 0110 4 REMOVAL OF EXISTING CONCRETE SY 414 17+60.00 TO 20+65.33 LT. 24084 338.585 EXIST. CONC. SIDEWALK 6 COM. PAD 17+40.00 TO 20+80.00 LT. 24102 72.258 EXIST. TYPE F COG 17+90.61 TO 77+99.10 ' LT. 24113 1.588 EXIST. TYPE D CURB 18+10.10 TO 78+18.58 LT. 24114 1.387 EXIST. TYPE D CURB !SUMMARY OF EARTHWORK PAY ITEM CY DESIGN CONSTRUCTION NO. ITEM DESCRIPTION - P F NOTES REMARKS 0120 1 REGUALR EXCAVATION 189 0120 6 EMBANKMENT ! 90 M. wWe w. — - :":eta° ,.v.mom n. +PRPME06r: 6Rn I. E. P.E. 10. 79350 4Ta70*415laN BH x. PMVR. STIVET. SPITE IMP.PINElLA6 FL 3340:QUANTTTTES PIPoN6: h13J 402.1110 careworn OF RVTNMNSATI411 no. 4100 ` SUMMARY OF (02) . mmm CLEARWATER BEACH A .u�, r an. 5G2 m TRANSIT CENTER A SVNCOpST TRANSIT APTN4RITF f0 CETT OF CIERMATEfl 11SWAMTAAPA. 100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE CLEARWA ER FL 33756 ST. PETERSBURG. FL 33716 e AS f 0 Oa O. 1#10/3411 Ran a: 02021770 l46007SCAOOIC0118000 h: Guo IIPYxasxaILLMOPOoILTII 6P1 PLAYS SPBMITTAL .. 75 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED LINDER RULE DIGJ5.73. SUMMARY OF PAVEMENT LOCATION 510E AREA UNIT QUANTITY TOTAL DESIGN NOTES CONSTRUCTION REMARKS PAY ITEM PAY ITEM DESCRIPTION ID NO. STA. TO STA. DESCRIPTION P F P F TYPE 0 STABILITATIOM- - Sr 572 0160 4 17+40.00 to 20+80.00 LT. 14877 571.72 OPTIONAL 845E, BASE GROUP 11 SY 572 0285 771 17+40.00 to 20+80.00 LT. 11329 571.72 0334 1 55 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E, PG 76-22 - TN 65.3 27+60.00 tO 20+65.33 LT. 13377 - 62.32 19+67.46 to 19+94.30 LT. 13578 2.95 SUMMARY OF STRUCTURE QUANTITIES - BOARDWALK TOTAL DESIGN CONSTRUCTION SECTION PAY ITEMQUANTITY NO.PAY ITEM DESCRIPTION LOCATION SIDE UNIT P - F P F NOTES REMARKS 0470 1 TREATED TIMBER, STRUCTURAL 18+04.60 LT. MB 0.64 0.64 SEE SHEET 20 FOR PAY ITEM NOTES 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6' 18+04.60 LT. SY 13 13 SEE SHEET 20 FOR PAY ITEM NOTES BOARDWALK 0522 SUMMARY OF UTILITY ADJUSTMENTS QUANTITY TOTAL DESIGN CONSTRUCTION PAY ITEMLOCATION NO. PAY ITEM DESCRIPTION STATION SIDE UNIT P F P F NOTES REMARKS 0425 6 VALVE BOXES, ADJUST EA 7 18+60 LT. 1 7e+81 IT. 1 19+63 LT. I 19+65 LT. 1 - - 19+65 LT. i 20+02 LT. I 20+08 V. 1 wms - , , aO o•••..r.,. „,====.4. �......�'„ PMPAA7O8T0 BPM LAr6Rrc PX. N6.71320 111,0eto020600 r 76I e. 1601 SrPe6Y, APR 1766 POIOI 0, 66067 PROW BM 067+156 CEIOIPICATE OF AIrUW12AlNW NO. 6320 _ .. CLEARWATER BEACH M �- `Ms " TRANSIT CENTER a SO3 .._ tec 2017 U a i QF Q OS) 6277 Of [{Eµ406768 oR PINELLAS 50166657 mania PUTH0RITr 100 SOUTH KTRTLE AVENUE 6 3207 SCHERER DRIVE CLEARWATER, 7, 11756 ST. PETERSBURG, FL 33716. AS WWII rm., M0c 0200 1/1612017 Aw+w6S I.Y7:13 PN 50eN166Mvw6 h+ /tl7'I600JSSCM05r4, .0,w 510 PWS A/1NITr81 0.. 12...VNYw0r,B 1800 SUMMARY OF GENERAL ITEMS PAY ITEM QUANTITY TOTAL DESIGN CONSTRUCTION NO. PAY ITEM DESCRIPTION UNIT P F P F• NOTES REMARKS 0639 1122 ELECTRICAL POWER SOURCE. F&I, UNDERGROUND. NETER PURCHASED BY CONTRACTOR AS 1 1 SUMMARY•OF MISCELLANEOUS DRAINAGE ITEMS PAY ITEM LOCATION SIDE UNIT QUANTITY TOTAL DESIGN CONSTRUCTION NO. • PAY ITEM DESCRIPTION NOTES REMARKS STA. TO STA. P F P F 0425 1 711 INLETS; GUTTER, TYPE V. <10 19+77.63 LT. EA 1.0 I 0430 175 lis PIPE CULVERT, OPTIONAL MATERIAL, ROUND. 15 5/CO 19+7!.98 TO 19+75.63 LT. LF 4 0 q INCLUDE CONC. JACKET TO EXIST. PIPE SUMMARY QF CURB & GUTTER AND/OR TRAFFIC SEPARATORS PAY ITEM LOCATION AREA QUANTITY TOTAL DESIGN CONSTRUCTION NO. PAY ITEM DESCRIPTION SIDE ID UNIT GROSS NET LENGTH NOTES REMARKS STA. TO STA. LENGTH P F P F 0520 1 10 CONCRETE NRB & GUTTER, TYPE F LF 685 17+40.00 to 17+59.71 . LT. 20.2 20.2 MONOLITHIC C&G F 17+40.00 to 17+60.00 LT. 20.2 20.2 DROP CURB 17+59.71 to 18+14.85 LT. 56.2 56.2 ' 17+60.09 to 19+59.96 IT. 200.0 200.0 DROP CURB 18+14.95 to 20+25.20 LT. 210.3 210.3 19+59.96 to 19+74.96 IT. .15.0 15.0 DROP CURB 19+74.96 to 19+80.30 LT. 5.3 5.3 DROP CURB 19+80.30 to 19+95.30 LT. 15.0 15.0 DROP CURB 19+95.30 to 20+65.33 LT. 70.0 70,0 DROP CURB 20+25.29 to 20+65.73 LT. 42.0 42.0 20+65.53 to 20+80.00 LT. 14.9 14,9 DROP CURB 20+65.73 to 20+80.00 LT. 15.0 15.0 MONOLITHIC COG 0520 2 4 CONCRETE CURB, TYPE D LF 36 17+90.61 to 17+99.10 LT. 8.5 8.5 SIDEWALK NRB 17+99.54 to 17+99.64 LT. 4.1 4.1 17+99.54 to 18+10.10 LT. 10.6 10.6 18+10.10 to 18+10.22 -LT. 4.0 4.0 18+10.10 to 18+18.58 LT. 8.5 8.5 SIDEWALK NRB ,„"„,,,,,,,,, Ur-- p....7,.a. " ;,; » TENNI, BP MAO {APNIrE. /.F.114 75700 0070 CONRVLPW NI R. FANNIN STREET, SITE !mo TARN FL NNE EDWIN MIN au-0150 i4RNF1WE OF AIINORI2ATIOR N. 4504 SUMMARY OF QUANTITIES ES IO /I �.L V13[T A S ! dGJ 'l • LYOA {IIF.ER CLEARWATER BEACH .. _.�._.,-�,_.. TRANSIT [ENTER ' ` w CDT OF CLEARNATER FOR PINELLAS SURCOAST 78024507 NITNOR177 TOO SOUTH NrRTLE AVENUE 6 3201 SCNEBEB DRIVE (LEM012460. FL 33756 ST. PETERSBURG, FL 31114, �lax NI7 - 504 MD- ,15 NPR. �� r NO PINS 304MI)IAl NR' PIM. ON airy OT: SUMMARY OF SIDEWALK & DETECTABLE WARNINGS LOCATION SIDE AREEA CONC. SIDEWALK 6" DETECTABLE WARNINGS DESIGN NOTES CONSTRUCTION REMARKS 0522 2 0527 2 STA. TO STA. SY SF P F P F 17+60.00 TO 20+65.33 LT. 12957 342.060 14122 302.2 qe 0.025 17+90.61 TO 18+18.93 LT. 12969 33.140 0711 11 160 THERMOPLASTIC, STANDARD. WHITE MESSAGE OR 516803 EA 18+10.05 to 18+18.59 LT. 17+99.60 TO 18+09.60 LT, 12952 10.050 0771 16 701 20+32.72 to 20+80.00 LT. 14163 44.5 17+90.61 TO 17+95.64 LT, 24469 29.923 16+24.16 TO 18+10.93 LT. 24470 30.365 TOTAL: 412 SUB -TOTAL: 385.300 60.288 TOTAL: 385 61 SUMMARY OF PERFORMANCE TURF LOCATION SIDE AREADESIGN ID PERFORMANCE TURF (SOD) NOTES CONSTRUCTION REMARKS 0570�I 2 STA. TO STA. F P F 17+40.00 to 18+05.00 LT. 14127 61.1 2 `17+40.00 to 20+80.00 LT. 14122 302.2 qe 0.025 17+90.51 to 17+99.10 LT. 14150 1.9 0711 11 160 THERMOPLASTIC, STANDARD. WHITE MESSAGE OR 516803 EA 18+10.05 to 18+18.59 LT. 14155 1.9 0771 16 701 20+32.72 to 20+80.00 LT. 14163 44.5 0.094 SU8-TOTAL: 411.5 TOTAL: 412 SUMMARY OF SIGNING AND PAVEMENT MARKINGS PAY ITEMPAY NO. ITEM DESCRIPTION UNIT QUANTITY TOTAL DESIGN NOTES CONSTRUCTION REMARKS P F P F 0700 1 50 SINGLE POST SIGN. RELOCATE AS 2 2 0711 11 141 THERMOPLASTIC, STANDARD. WHITE. 2.4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION. 6• qe 0.025 0.025 0711 11 160 THERMOPLASTIC, STANDARD. WHITE MESSAGE OR 516803 EA 5. 5 0771 16 701 THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID, 6• GM 0.094 0.094 MVO WORM. CDAPOR.10 N0. 7)300 203 I cTANA. S rl I. TANA. STATIST, ?117E 2200 TN NC. h SSA02 CERTI:SATE OF AuT 0 CERTIFICATE OF NITNORIluIOP 00. 6500 p:, CLEARWATER BEACH ;iiw s inVOWt CATER TRANSIT CENTER - - CITY CLEMWA99 FOR PINELLAS SUOCDAST TRANSIT AUTHORITY 100 SOUTHH RIME AVENUE - CLEARWATER. FL 33736 ST. PETERSBURG, FL 33716 SUMMARY OF QUANTITIES (05) 04250161 Dose: MOW !PCS 41400 37: K1e.ww.N01 0us N7Ve0M0 rw.M11. 1017 ASS SHWA SO5 rtA01 SWINIT & 1.000 THF OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED ORDER ROLE 6IGIS•E3.004, F.A.C. PROJECT NOTES: I. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE MONTH AMERICAN VERTICAL DATUM OF 1988(NAVD 881. 2. EXISTING PALM TREES TO BE REMOVED BY CITY OF CLEARWATER WORK FORCES PRIOR TO CONSTRUCTION. 3. UTILITY COORDINATION IS ON-GOING WITH ALL UTILITY AGENCY/OWNERS. AS INFORMATION IS RECEIVED, THE PLANS WILL BE UPDATED WITH PLAN REVISIONS. SUMMARY OF PAY ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION UNIT QUANTITY 0101 I MOBILIZATION (10% OF ALL [TENS) L5 1 0102 1 MAINTENANCE OF TRAFFIC (10% OF ALL ITEMS) L5 1 0102 60 WORK ZONE SIGN ED 1920 0102 74 1 CHANNELIZ(MG DEVICE- TYPES I, II. DI. VP, DRUM. OR LCD - ED 1920 0102 74 6 CHANNEL7ZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHAT4NELIZING DEVICE) ED 240 0102 76 ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 60 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN. TEMPORARY ED 74 0104 10 3 SEDIMENT BARRIER LP 570 0104 15 SOIL TRACKING PREVENTION DEVICE EA -1 0104 18 INLET PROTECTION SYSTEM EA 3 0107 1 LITTER REMOVAL AC 1.45 0107 2 MOWING AC 0.70 0110 1 1 CLEARING & GRUBBING AC 0.28 0110 4 REMOVAL OF EXISTING CONCRETE SY 414 0120 1 REGULAR EXCAVATION CY 1B9 0120 6 EMBANKMENT CY 90 0160 4 • TYPE B STABILIZATION SY 572 0285 711 OPTIONAL BASE, EASE GROUP 71 SY 572 0334 155 SUPERPAVE ASPHALTIC CONC. TRAFFIC E. PG 76.22 TN 65.3 0425 1 711 INLETS. GUTTER, TYPE V, <10'. EA 1 0425 6 VALVE BOXES. ADJUST EA 7 0430 175 175 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 15'S/CD LF 4 0470 7 TREATED TIMBER, STRUCTURAL MB 0.64 0520 1 10 CONCRETE CURB 6 GUTTER, TYPE F LF 685 0520 2 4 CONCRETE CURB, TYPE O LF 36 0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6' THICK SY 308 0527 2 DETECTABLE WARNINGS SF 61 0570 1 2 PERFORMANCE TURF, SOD SY 412 0639 7 122 ELECTRICAL POWER SOURCE, PBI, UNDERGROUND. METER PURCHASED BY CONTRACTOR AS 1 0700 1 50 SINGLE POST SIGN. RELOCATE AS 2 0771 11 141 TNETNOPLASTIC, STANDARD. WHITE, 2.4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6' GM 0.025 0711 II 160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 5 0711 16 101 THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID, 6" GM 0.094 �1wORAD WOVE. P.E. RIICPNICP T: HITS C0IVMAT N0. )9110• 201 R. f4455LIR STREEr.. MIRE 1200 155110. fL 33007 IHOlE: 13131 407-4150 • CaRTNICATE 0P AIf0051247105 A0. 5500 CLEARWATER BEACH TRANSIT CENTER CITY OF CLEARWATER FOR A MELIA'S SUMCOAST TRANSIT AUTHORITY ZOO SOUTH WTRILE AVENUE CLEARWATER, FL 31756 6 3201 SCHERE0 DRIVE ST. PFTERSBURG, FL 31716 PROJECT NOTES / SUMMARY OF PAY ITEMS Pala ISIMM 41, JAN. 2017 $". ITS 4 ND HAMS SVIRI?TAL 'Wet 11. 5 ,530WC4Wmx. 105 BAYV .55515O50TR001.0611 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGHED AND SEALED UNDER ROLE 610 4.0025 BEGIN TYPE D CURB E BOARDWALK r STA 18+04.60 MATCHLINE STA. 19+30.00 SEE ROADWAY PLAN (02) +99.64,.93.03 LT. MATCH EXISTING _ •STJT/L -: +99.54 BEL ..Lim :'-' \ CAE - E CAUSEWAY BLVD. TYPED CURB END TYPE D 'ITB rry H ry EL 4.66" 11TH +10.22. 97.64' LT. WITH L- 4 +90.95 93.75 LT. \ \ MATCH EXISTING T8^' ;AAT.- d.1S '• MATCIJ EXISTING \\`_•C +30.10 88.60 LT. SL?T El. =}.5_ ' • REMOVE EXISTING CURB - - AND EXISTING LIWDSCAPINOP,' ]' • -a-, T PUsr ON BRICK . CONSTRUCT 6• CONCRETE \\� -• ,'::v=1.3T EL. 4.61 ,,k�yyrr o -.. +I893, 924i/'LT: • i f `• STAND (TY P.1 LANDING ARA WITH,RAMPS - - - MATCH EXISTING (OW L? "TEs POST) +90.93- 89.18 LT. .,,�.+CrNG: cork' PAI) FUR ei-'i: fi 'ID ATCH EXISTING . ATCH EXISTING : _ BEGIN SWK. CURB . �c '6. SIDEWALK CURB �1 +9061 81.07 LT EXIST. CURB/�'� r RASH LAV ...__ I f• �. -�� _ 14 STING y•• � '� (REMOVE 14HOSCAPr LIG.HT� �.c+'�'. _,c:�r �+-r CURB,r \` \\ V €€NQ SWK. X / 0,. ' � 11 l'T) '•. ' D SWK. CBRB `9 re, .:.. .5,,,-5-: 6-.Y--rc:.-'..-^ l i 41" -u •. ..._. ._.. + '..' 80.60 T B1 ., + _ M• HEX IMG t`, -�7•c I� a✓ 1 EL. 4.77 .. _ ^ O `• +99.60, 80.60 LT. Ofr Tn." 1 Z• * • -_' +10.10 �� 8060 LT. EXIST. PALM TREE � _ _._. "_ _... _ '4'3�l U) c • r^ SEE SHEETS NO. 119 AND 20 Z -'U HA, L. 4 '- TO OE -REMOVED" _ ETIST. PALM TREE _',moi +0960 80.80 LT. (C1TT OF CLEARWATFRJ '. D•BFAEM09'f71""'".•'^-".• W i, t I . rT Ml•w ,...F•OR.BIIAR9W 0 N T r (CITY OF CLEARWATER) +09.60 fi7.5d LT /'•` �_..,. ::1 �I . 'J 1 ... ... '21-' .'' ' 5IO- HiO • • BFO \ . �.�•-......�..�_.........•.. w-2:••:w.jw---.4L..�66� �•; xaEie.. ,!.ca.+>r'X�;'.:-•.. MA.l .....1 CC. ti•`", ... j NI.; *9960 SO' LOT ey� F 6r Pe' - Br BE6FN 5 +..- �F. y pp +60.00. 53bi LT. 3. • o• 1 •. 0 "T '1 ` 41 ' ,>r •,sa r� •` �h•.,� 1 Xl tT R w.�µr 06. w MATER EXISTING T G .... ... '. •. fRQN iWD 6 CAP EL. a.% . \.. L7_. ,�-i �.•*e,. 1�7, �i'ip `4 V sYf y' .. '� �kn >W' }"' ' fi Ei'e1"2 i}d ....�I..0 i .I -YL 'r `•a" ..':11 sem_ _..._,.c..u'"'i� ....4t.:2: '" .._ 1 tom:+: :�5^L _ rf __ __. _ 1$8B5} -dp.. r...•OO,.a3.5S FT BT 6Y :. `,,:� Cr Et=5.3T/" .... Aa. /S i'T - !. - .�,. ._ _.. r: - . NF , Sip . ,y a *_ : N�i'>` cr _ �,f(��^'Y:„aA'9'>`. p •' EL 5.17 TYPE F C6G ¢�8;4Ot dt ;VTR' BFG art ' •' �. i,s, . END MON HIC L .-+- a�s '' LS•!?i.rt� +t < r l ,,, N ,; 'R /D, BEGIN `171PE F C6L'.....J r7 - �si, a iTr ","il -*fig f `•e '. -- -i',:%,ti? « BEGIN PROJECT 2.,i ' • E i•'L • +6000. .. • L -- ___ •,:t a { ,y'. BEGIN CONSTRUCTION `3"! \' �� $ ._ °3. • 514 17+40.00 T " •'' Ui f. F'+ . U.... .. 8T R. ....... F.. ... _ 9' UT +15.00 . . _ 3' _ _ .. y; k B r , EXIST. PALM TREE DROP CURB 2B •LOT. END MONOLITHIC CEG 41.50 LT. ii BEGIN DROP CURB TO BE REMOVED \ (CITY Of CLEARWATER) +60,00, 7650 LT. EXIST, PALM TREES MATCH EXISTING 70 BE REMOVED GIN MONOLITHIC C&G (CITY OF CLEARWATER) 4YE,ST BOUND LANES WB CAUSEWAY BLVD. 01.16g401 F RING EL=' - - +4MA0.0 TCH0 EXI26: SOSTfNLT.U' 17 I 1 N 88' 39 IP' E 1 - -_ I 7-5N OR 1 1 l:,tlr • BEGINSURVEY E suRVEY-/- CAUSEWAY BLVD cAusrwnr e1vD. EL= STA. I7+00.00 EB CAUSEWAY BLVD. CAS BOUND LANES LEGEND • PROPOSED ASPHALT BUS BAY HI' - SPT BORING LOCATIONSEE TYPICAL DETAILS SHEET I FOR ADDITIONAL INFORMATION PROPOSED CONCRETE SIDEWALK Ls AUGER BORING LOCATION 4 ° ANTICIPATED FUTURE CANOPY in PROPOSED BOARDWALK FOUNDATION LOCATION PROPOSED DETECTABLE WARNINGS _•• „. eolvE PM ".% .,.., .4 PAPO OL: FIMO E. P.E. 107. 7930, M. CWORAYI011 101 N. FROWN GTAEET. Guar 13W TAP. M 9360 PAM& aim 907-4130 CER*1*YIPLGOW OF IWrMORrWIar NO. OM ROADWAY Y PLAN (01 J u....... LAIL All, ,_ 5 CLEARWATER BEACH �y�L� ,_...�, ._. _,_ TRANSIT CENTER 4KAY9R'vut1 � CITY OF CLEARWATER POR PINELLAS GONCOAST TRANSIT AN'MORIT7 100 GWTH MYRTLE AVENUE ROI SCHERER DRIVE CLEARWATER. FL 33730 ` ST. PETERSBURG, FL 33716 - AS 514011,1 IW9 ¢rO11IlTIL Ns: M,• P,1.nalr AMelac aSl1aa 1VOOMPAOOV3rrrrr 9. -IV Qui is•VraOra•V1.10R001AGR w THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED -EXIST. PALM TREE CLEARWATER BAY TO BE REMOVED (CITY OF CLEARWATER) EXIST. PALM TREE TO BE REMOVED (CITY OF CLEARWATER) END SIDEWALK +65.33, 50.80 LT. LAN.OSCAPL' LIGHT. 'u`PPC(. (HATCH EXISTING D1 RE C71011 REMOVE INLET [uRe INLET EL. 8.40 LTTP,/ _ y 1. :'NI T +80.30 H3J'WI.A)LS i +32.50, 53.50 LT. +63.99. 41.10 LT. 30.75 LT. 'V•. 6FO'I REMOVE 10 BRA,: S'AH_A EL. 8.15 MATCH EXISTING ;111;I' :' - t EL, 8.46 Pi ti BO.T\ \:. c . ._- - OF LO PIPE +32.60, 43.50 LT. `\ O - ✓-'"' � ~ � +74.96 EL. 8.35 vt ,,x-�. •"' -+30.75LT. +32.60. 4150 LT. \ \ I^_ hl _, �•-4pt y` ' I • r `59.' OF OLE E IN SNE , 283. + w-F--HA-6 +4,,OLT,-.'�-r x.X�`" .. ..._- .iEND TYF'CbG/ Sy,aa OLrfitc CBG Llea' ..+.;+ f`> -3E .;,•:-.-',-",k" 533, X8.50 T. I • Jr t�E -I • , ,r•e' "+p ^'- r u0 • ,8A-O . `,d.n - -END MONOLITHIC CBG ��..t � ,p'O:_ x �r r $ r<.., -;�,s�'w v!'E,M' , M1` aYaj � 4�!, +?..., 76.50',LT.. 2r„I _ ..� -.. u•-° MATCH ->� k,1, e?. e."2:,''rte . `i .S., n t ti "'l. ctiWy _ .sl, `fie"=' � EXISTING I S.f, ��T i�WD'f2'!� '%L ..., _ Lt --: 0.1 1 � i •T uy t-�l , S4 x� '6 \ h'9 TYPE P CBG --- -- .. _ J �_ ' "` • LAMDSCAY .... � !OP../-N-3.. f.T2 ✓is r yly b5. -. 8• vi' ;. -� la _- -= .__ I rn,. ET' ;'ir. y � 'b'�L'•'+e'.� vim.`:.'"Js � h _. ...s ,, TSa =r''''----i-' -= 38-see a ~ P~ - r. .. ( - - :)t 0 �F� . �;, ... ... .. .BT :N ia.:._... pp-..... ,..E .::. - - Or . . l}f . ... r Dt . L. ... ..17 - i .... . r 1 : 11TH I:i 720 L't Br RT .. 8T ... ..... +67,46 'P. - +zs.00 DROP +65.33 .... . END PROJECT - AP " ...'y T a _ : CURB 28.50 LT. IT w u..EXISTING END CONSTRUCTION CONCRETE 4RIDG p 26.50 I. I;,, -z - Gt• MATCH EXIST;,. --'" ,••' END DROP CURB +9430 ASPIVALT BEGIN MONOLITHIC CEG STA. 20+80.00 mO -'- BEGIN PAVT. END PAVT. \..„ i' RECONSTRUCTION RECONSTRUCTION : 26.50 LT, +65.33, 26.50 LT. MATCH EXISTING WB CAUSEWAY BLVD. + 2 Q aq--- E- )- - MATCH EXIST. i7 • " +67.46, 21030 LT. +94.30, 20.50 LT. ;,, • r• NALCLf_EXISTING. .. MATCH EXISTING __ ._.......................... _.._ -.. __. _r... _.__ __ -...- _ LANDS A: ED MEDIAN 70: �MJTBN3 • ti R1,V I N B8. 30 1 r E 1 d'O IRON'R00 § CAP I ' _ _.._.. ..._� __ _ - -r -........_... _. - "'_ - 1 - ul Q LU O p TCC U W 1 - - LB BUOY i4rC r 3T EL=8.6.2 EXIST. )5' PIPE 6 SURVEY TO REMA111 CAUSEWAY BLED. CONST. 4' OP !F PIPE; -' - - �.....-- --.... END 4 SURVEY CAUSEWAY BLVD. . .. 1-. ,., Z corn. c9Nc. JACKET TO EXIST. PIPE -1 EB CAUSEWAY BLVD. "STA. 22+00.00 LEGEND - ;.'-"•1 PROPOSED ASPHALT BUS BAY AUGER BORING LOCATION SEE TYPICAL DETAILS SHEET 1 FOR ADDITIONAL INFORMATION• /I PROPOSED CONCRETE SIDEWALK ANTICIPATED FUTURE CANOPY FOUNDATION LOCATION PROPOSED ROADWAY RECONSTRUCTION a% 4Ar Igtoro;' 46 MINI PRESNrPar MVO LRPO m PE. *A MOO CORPORATION n7Wn, SURE 1100 TANTA FL SARI} MOAN MI5 402A CERMIGTE OF AUI ru INRI2ATIGe no. too 7 AS SHOWN 6 ROADWAY PLAN (op CLEARWATER BEACH aBA'�YL '4R��+,^' ' -, .. III el �� rewn �� . r. .- ._. TRANSIT CENTER CITY OP CLEARWATER FOR PINELLAS SDNCOAST TRNSIT AUTHORITY 300 SOUTH WARE AVENUE b ST.T201 SCHERER PETEN56URO, FL 13376 TLEARNATER, FL 33736 !1D IIMS SUMIRM. 016101JDr OM* rto: 16•1616•16wn466160 1711/2017 611661 AA 7A610I3KAODNCINa Dn nMM O. BONVA 6761• NST: CDNG 4EE._O¢L2NlL R MA{N :T4: XL 1."." N. .. _.CONST .E-1RM.ET.TYIE-V-.--_ -- d7FPEX4NO 21 I.. act 1.24 - "liter t. FL' FL 36T fN .7" 7 M ET -P7AE OPEN 11• LEGEND t __• 1^ o CORRIDOR FOR ANTICIPATED FUTURE CANOPY FOUNDATION LOCATIONS t gtonlr ActvEn�arg�w; Ito 6110 ORM, P.S. R0.)11.16) n116 COR 0010 N 2 C01 N MOW21• . FL STREET. NITS IMO PNME: Iul31 40.2.130 00071911011 OF ■1INORILKIOR NO. 1500 PATER CITY OF CLEARWATER I00 SOUTH 101311E AVOW CLEARWATER IL 53756 CLEARWATER BEACH 'SRii�wut TRANS T CENTER FON PINELLA5 51NCO237 TRANSIT AVTH00171 6 3701 SCHERER DRIVE ST. PETERSBURG. FL 55716 DRAINAGE STRUCTURES pent 010 FLANS 9IOMRTAI /11/1017 036:23 AN JAS003 • • wormer Gua ByWramalu'ORIS11001OGN 10 — 5 — 0 — -5 — i -10 -- w BOA * 84 800 * HA -I BOR * HA -2 BOR * HA -3 BOR * HA -4 BOR # HA -S STA 18+02 STA 18+59 STA 19+32 STA 204.02 STA 20+84 STA 18+10 REF. C/L CAUSEWAY REF. C/L CAUSEWAY REF. CIL CAUSEWAY REF. C/L CAUSEWAY REF. C/L CAUSEWAY REF. C/L CAUSEWAY OFF. 77' LT. OFF. 58' LT. OFF. 58' LT. OFF. 58' LT. OFF. 54 LT. OFF. 73' LT. ELEV. 3.3 ELEV. 5.2 ELEV. 53 ELEV. 72 ELEV. 92 ELEV. 23 DATE 9/29/2016 DATE 9/30/2016 DATE 9/30/2016 DATE 9/30/2016 DATE 9/30/2016 DATE 9/30/2016 DRILLER A JACKSON DRILLER O. SILAS DRILLER D. SILAS - DRILLER 0. SILAS DRILLER O. 51LA5 DRILLER 0, SILAS HAMMER AUTOMATIC RIG 0 25 TRACK -30 — -35 — .40 — 2 2 jM• 4— z 2 4 Y RECOMMENDED SOIL PARAMETERS BORING NUMBER DEPTH (FT) N SOIL CLASSIFICATION SOIL UNIT WEIGHT (PCF) SOIL ANGLE OF FRICTION (DEGREES) COHESION/ ULTIMATE SHEAR STRENGTH (ESE) rSAT rSUB 8-1 0 TO 13 13 TO 23 23 TO 28 28 TO 40 HA TO 4 13 7 21 TO 42 SP/SP-SM/SM/ML 5P/5P-561 SM LIMESTONE 105 110 100 135 42.6 47.6 37.6 72.6 29 30 26 0 0 0 0 0000+ ULTIMATE SHEAR STRENGTH NMC 6 NC 3 OC=4 + -200-B Es -200=19 NMC=37 LL=NP PI=NP 2 10 5 LEGEND 1. VERY LIGHT GRAY TO GRAY TO BROWN FINE SAND TO SAND WITH SILT (SP/SP-SM) (A-3) ®O SAND 2 LIGHT SILT, WITHAND YTO OSHELLASIONAL BROWN FINE SAND RUTH ROCK FRAGMENTS AND CLAY M) IA-3.1NODULES, TO VERY SHELLY SAND 3. a DARK GRAY SILTY SAND (5111) IA -2-4) 5 imp GRAY SILTY SAND WITH SHELL TO VERY SHELLY SILTY SAND TO SILT WITH SOME SHELL AND SAND • (-BAY BOTTOM") (SM/ML) (A -2 -4/A -2-6/A-4) LIGHT GRAY TO DARK BROWN SHELLY SAND.WITH ORGANIC SILTS (SE -SM) (A-3) 6. WEATHERED LIMESTONE -5 _ A-3 AASHTO GROUP SYMBOL AS DETERMINED _ BY VISUAL REVIEW AND LABORATORY TESTING -10 i OON SE CTEDYYAMPLES FOR CONFIRMATION OF • SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM 0 2487) — GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW AND 15 D LABORATORY TESTING ON SELECTED SAMPLES 2 FOR CONFIRMATION OF VISUAL REVIEW. - A N NUMBERS TO THE LEFT OF BORINGS INDICATE -- 1 (UNLE SS OTHERWISE NOTED).HES PENETRATION -20 R HA NAND AUGERED TO VERIFY UTILITY CLEARANCE — -200 PERCENT PASSING *200 SIEVE -- -25 !LLC NOUID L MIT MI CONTENT (%) PI PLASTICITY INDEX (%) — OC ORGANIC CONTENT (%) — NP NON -PLASTIC -30 NAVO 88 NORTH AMERICAN VERTICAL DATUM OF 1988 — ONE GROUNDWATER NOT ENCOUNTERED — -33 2 GROFIELDUNDWATER LEVEL ENCOUNTERED WRING EXPLORTIONS 2 ESTIMATED SEASONAL HIGH GROUNDWATER TABLE FL. S ESTIMATED SEASONAL HIGH GROUNOWATER TABLE — -40 IS AT OR ABOVE GRADE . fL CAUSEWAY CENTERLINE OF SURVEY OF CAUSEWAY BOULEVARD R HAND AUGER REFUSAL ENVIRONMENTAL CLASSIFICATION: SUBSTRUCTURE CONCRETE MODERATELY AGGRESSIVE (RESISTIVITY = 1.600 OHM -CM) SUBSTRUCTURE STEEL MODERATELY AGGRESSIVE (RESISTIVITY = 1,600 OHM -CM) SOIL TEST RESULTS, RESISTIVITY 1,600 OHM -CM CHLORIDES 165 PPM SULFATES 137 PPM pH 7.7 RAW K SCOTT. /A PE. (IC4NSF AMMR (551* 'l*5s INC. TEMIE TERRA:E HIQMAI TAR/4 ile=ICA 11151/ CFRTCMRE Ci AITIMNIANo4 /o. 6166 C1EARIOZER; FBI OP CLEARWATER MOO Sg1FN A E(L! AVENUE CLEAMIATER. FL 33756 CLEARWATER BEACH TRANSIT CENTER "`N NIM L.I FOR PINELLAS SURCOAS( TRANSIT AUTHORITY 3201 5CHERER DANE 6 $f. PETERSBURG. FL 33716 SOIL PROFILES ec one. Amman: 1013:17 M 146311 NY: retro 7 TOL. IW BD AMS 91BRRTM 17 1 THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AHO WI) FAT LOS 1-13-1/SJSTA\TRC 5J_ Ruse.. Nr3 NsrlierrunvMVQEe.Pin SAFETY HAMMER' AUTOMATIC HAMMER GRANULAR MATERIALS- RELATIVE DENSITY SPT N-VAWE (BLOWS/FT.) SPT N -VALUE (BLOWS/FT.) VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE LESS THAN 4 4 to 10 10 to 30 30 to 50 GREATER THAN 50 LESS THAN 3 3 10 8 8 to 24 24 to 40 GREATER THAN 40 SILTS AND CLAYS CONSISTENCY SPT N -VALUE (BLOWS/FT.) SPT N -VALUE (BLOWS/FT.1 VERY SOFT SOFT FIRM STIFF VERY STIFF HARD LESS THAN 2 2 to 4. 4to8 8 to 15 15 to 30 GREATER THAN 30 LESS THAN 1• 1 to 3 3 to 6 to 12 12 to 24 GREATER THAN 24 RAW K SCOTT. /A PE. (IC4NSF AMMR (551* 'l*5s INC. TEMIE TERRA:E HIQMAI TAR/4 ile=ICA 11151/ CFRTCMRE Ci AITIMNIANo4 /o. 6166 C1EARIOZER; FBI OP CLEARWATER MOO Sg1FN A E(L! AVENUE CLEAMIATER. FL 33756 CLEARWATER BEACH TRANSIT CENTER "`N NIM L.I FOR PINELLAS SURCOAS( TRANSIT AUTHORITY 3201 5CHERER DANE 6 $f. PETERSBURG. FL 33716 SOIL PROFILES ec one. Amman: 1013:17 M 146311 NY: retro 7 TOL. IW BD AMS 91BRRTM 17 1 THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AHO WI) FAT LOS 1-13-1/SJSTA\TRC 5J_ Ruse.. Nr3 NsrlierrunvMVQEe.Pin Regular Exc. Embankment 14 37 39 __... ..- SEE SVE 119.7. -- --'� .-LLA( IO . r NN - IP> 8T -'1T— 2. 8F a■.ats'l�l —. _.. _.t 27 11 11 4 2 0 0 — LEGEND CORRIDOR FOR ANTICIPATED FUTURE CANOPY FOUNDATION LOCATIONS lElAlhosEr PRE ME0 Or 0020 LMaATE, P.E. M 70300 021E CONIONATIM MI 0 ERNER IR AMET. SUITE 1100 TAMP0. R 3007 PHONE: 11131 .Oh4150 CERTIFICATE. OP 2IrH0MEATION N0. 1000 917 r Aft.R T4}i CLEARWATER BEACH /gla�us7ul tsr --- TRANS T CENTER TAN!1tli Wl!!31.TI. CITE. OF CLEARWATER FOR PINELLAS SUNCOAST .TRANSIT STHORlrT ZOO SOUTH NTRTLE AVENUE a 3201 SCHERER DRIVE CLEARWATER. FL 33756 ST. PETERSBURG, FL 33716 CROSS SECTIONS (011 9 Wooer. (/1112027 *11.10 AN ».00W/1CAODW..r.A.r 211, a47VON.. WDA31m01 Dal THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED ORDER RULE 6161S-23.001. F.A.C. F {-- .. -._ _ 1 j ..t , j = i _� _ 1 __-__.. _I I i-' Regular Exc. Embankment 20 13 15 25 5 7 II 15 ig L -..-4-4--1----'--I.tt • I r tr • _--- _, - III- {{} 1 — 231. �� r_, Imo.. r— ... _....' .. ----- ___mak--1- I .. R __— f —t __ �� `1 ,,.�L ..... __...' �I ..:�°. �� : _ ' : ... _.... _ _. 1 . ._.. ._. .....� _ -,..-.- t'. '7 I-' 1 T L TI S" �= 1 _i-.. 1I _ l :._......)1 �,�aJl I Hr 7ri 1 i I t 'T 9 4 �... -r- 1 f {I. f : I I r __ i. RUM �- • --j # -� _7 _� 7... ` _ •�� -{�-�fi .. FF._ - I Id_ BM I 112 I i` - I R i 1 t .-1:7.M I I 7--_.___ -j} BF9. �' I L-- T �*' { r- _....___._ i I-..1--- _.•_ -- - I 1 i —,� 77.1-.77.-17:-17. i a —, _ ' - 2.9-B N _,. _� --• - i - ._ - --r-t-_, _r'-•a'__7.__ _. 1 QO.O �..4:_ _ _ _ 8. .._7 - . - "t:•-t._rte' .... 3' __- i-_._. , - __..�—.-_._.-,- ^-•I--'.. _ -:-_ . ! .._ -1 tt f • I aj r . ; .- - - • -"- ._ 1y y -+ --1- r. r- - --1--1---- : - - r-- I _- _... I-.... ..,'r_. ...._ 2-4BFO___..._ .Y L __ _...__ , — _� I LEGEND T {r IL .. -L -- ---- 1--. 1.. I . 4 f , . _.. CORRIDOR FOR ANTICIPATED FUTURE CANOPY FOUNDATION LOCATIONS }� ,.:: - - fy _�y _ �_�.-�� sn ... I - _ ._._ _.d2_..y. i t. i. r.aNbr .0115# I .._ , + 7Q. 9P >9LV7-- r 7 R1z it l 3e -. f _._ ..._. - - --- -- -- .. _ _-. _. 30_.... _ ....�.M. —i- I- 91 .... _ ....9g..... 1�� ,�-, I9C1_4 I Ro �.. _I }_ i ._ + ,- T—,----,---� ._._-•. ___- I . —I---I t 1 T - i _1_ 1-1—: _-_- _i _ �` • m: r` orna•a �•"�i�""'' awn n my PAEPAREO OT: oRAoWORTE.Pl.e0.79X0 HR. �aemaia' m1 R FAANALIN 9MEl1. SUITE 12m TAMPA FL 33901 PHONE: AIM 0024030 (E,QIPICATE NF R?HBUW,OR NO OM „ygrEg. ' CLEARWATER BEACH +•j ,y; O �— TRANS T CENTER [1TT OR CLEARWATER FOR PINELLAS SEACOAST TANIS/T AUTHORITY 100 SOUTH TURTLE SERVE 3201 SCHERER DRIVE CLEAAT/ATER, FL 23730 f ST- PETERSBURG. FL 33710xa• CROSS SECTIONS 1021 www,.. Aa MIN+Os4Altb23lNE0/DWt ,A:, mn 10 ® AS SHOMA 01O PLANS SMARM dee 1 r%Nm1T RENS. )PST35 PA ,mW29KFDOKIww+hT Or, • 1 4 ---r 1 -. i .EtOH TI:7ADS Af ffCG Regular Exc. Embellkmen* A A V —r +--1- I 21. T LEGEND CORRIDOR FOR ANTICIPATED FUTURE CANOPY FOUNDATION LOCATIONS PREIN 0 BT URIC LAPORTE. I. RB MOO 30*2 [0.1210I0N 01.8. FRAWRIISTREET, rum 1200 TAMPA FL 3300 2 RPoOR: NSA 9 Ft..10 IMRAT ITE OF AIYMONfATn# no. 0000 LE'AIY.VALEP. CITY OF CLEARWATER 100 SOUTH NYRTLE AVENUE CLEARWATER. FL 33756 r0 a3 L i +- CLEARWATER NEACH TRANS T CENTER FOR r tarattery PIMELIAS SuRCOAST mean' AUTHORITY 3201 SCHERER DRIVE ST. PETERSBURG, FL 33216 }_..._._.._.. __..a .zu_ stir i RucT1 -NC E RTHIWPRK ` -A -23+80.30 ..... _L 4 27+so.ao-- - Tn 2_ ..crei r _AUSE11 zr_a. CROSS SECTIONS OS/ 10R12`._ 110, ON 1/1022017 0 15 31 0 10 ▪ Mt 2017 N SMORn RFILOK 0Y: NO PINS SVONITTAL )OUMT IN I:V0O22•CA0012Naw04.4 NT Oq�..O..TNOXtn001Aa GENERAL NOTES: I. THE REGULATORY SPEED FOR THE PROJECT SHALL MATCH EXISTING POSTED SPEEDS, NO SPEED LIMIT REDUCTION IS PERMITTED FOR THIS PROJECT. EXISTING POSTED SPEED . 30 MPH Z. TRAVEL LANES ALONG CAUSEWAY BOULEVARD SHALL NOT BE LESS THAN 10 IN WIDTH. 3. BICYCLIST AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED ALONG CAUSEWAY BOULEVARD AT ALL TIMES. SEE TRAFFIC CONTROL PLAN SIGNING DETAIL' FOR DETOUR INFORMATION. 4. NO LANE CLOSURES ARE PERMITTED BETWEEN THE HOURS OF 5:00 AM AND 9:00 PM. SEQUENCING NOTES: 1. MAINTAIN ALL TRAFFIC MOVEMENTS ALONG CAUSEWAY BOULEVARD. 2. PLACE ADVANCE WARNING SIGNS PER TRAFFIC CONTROL PLAN. UTILIZE INDEX 611. 3. INSTALL PEDESTRIAN DETOUR SIGNAGE AND CLOSE SIDEWALK. UTILIZE INDEX 611. 4. REMOVE THE EXISTING LIGHT POLES PER UTILITY ADJUSTMENT SHEETS. COORDINATE WITH THE CITY OF CLEARWATER AND DUKE ENERGY PRIOR TO CONSTRUCTION. UTILIZE INDEX 611, 612, AND 613 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE TRAFFIC CONTROL PLAN. S. RELOCATE EXISTING SIGNS TO FINAL LOCATION PER SIGNING AND PAVEMENT MARKING PLAN. UTILIZE INDEX 611 AND 612 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE TRAFFIC CONTROL"PLAN. 6. REMOVE THE EXISTING CURB INLET AT APPROXIMATE STA 19465. CONSTRUCT THE PROPOSED STRUCTURE 5-1 AND PROPOSED PIPE. ENSURE DAMAGED PAVEMENT AND/OR CURB AND GUTTER IS RESTORED PRIOR TO REOPENING THE OUTSIDE LANE TO TRAFFIC. UTILIZE INDEX 613 IN CONJUNCTION WITH THE 316NAGE SHOWN IN THE TRAFFIC CONTROL PLAN. 7. CONSTRUCT THE PROPOSED CURB AND GUTTER, PROPOSED BUS BAY PAVEMENT, PROPOSED SIDEWALK PAVEMENT. PROPOSED BOARDWALK STRUCTURE, AND PROPOSED GRADING. UTILIZE INDEX 611, 612, AND 613 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE TRAFFIC CONTROL PLAN. B. PLACE FINAL MARKINGS PER SIGNING AND PAVEMENT MARKING PLN. UTILIZE INDEX 613 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE TRAFFIC CONTROL PLAN. 9. OPEN TRAFFIC TO FINAL CONFIGURATION. MOWED a: DUO IAPOR TE, PE. W. 79la INTO COAP01WT10M 101 IL FYLNNUN STREET, SUITS 1200 WAWA. PL 33602 MONS MIN 102-1150 CEMIFICATE Of AUTHORIZATION 00. 6500 yaw CLEARWATER BEACH d1NeR+W �"'1"-' TRANSIT CENTER19tt- CITY OP CLEARWATER FOR . PINELLAS SUNCOAST TRANSIT AUTHORITY 100 SOUTH MYRTLE AVENUE. • 3701 SCHERER DRIVE CLEARWATER. FL 3375 ST. PETERSRURR FL 33716 TRAFFIC CONTROL PLAN NOTES Ore: 1 RSWII0& HePene Da1D T 1 sr: SW- lAt 2017 t2 RTS DID AIMS ANIM& 10290 PM J:5X002INCAODMS KI06NIT N . \T 6 NW e CPvL'SNI1001.00R MIMEO Lr: LINO WPME. I.E. N0 79311P NOL TMPORCION al N.AS 11 FTREEr, SUM 1110 TAMPA PA PL US? Pt.!, MIN 101.1150 .107FIGTF Of AYTAW1AT1101 R0, O00 • L; .LEGEND PEDESTRIAN/BICYCLIST DETOUR .H. WORK AREA I /A crit' OF CLEIAMATEA 100 SOUTH MYRTLE AVENUE CLEARWATPR F1 33356 CLEARWATER BEACH TRANSIT CENTER- - 'FOR PIRELLAS SU000ASr TRANSIT AUTHORITY b 3101 SCHERER ORIYE ST. PETERSMURO, FL 33216 PCMS #1 DETAIL FOR PLACEMENT, SEE SIGN DETAIL El PCMS PCMS MESSAGE MESSAGE 2 NIGHTLY LANE CLOSURES NMNOD• MADAM &WM-MN PCMS MESSAGE 1 LANE CLOSURE AHEAD PCMS ' MESSAGE 2 DRIVE • WITH CAUTION 2 WEEKS IN ADVANCE DURING ACTIVE PHASE (SEE PLAN SHEETS) TRAFFIC CONTROL PLAN SIGNING DETAIL SIN MLLI MLLI vi crva:. NMI — INN Lagh=717/1 0/Mil 11,1341 PM 1:600 101710ov.RM 0VF Pay," q\ I\ LTO PLA04 6LLM1TTM .OGN ME OFFICIAL RECORD OF THIS SHEET 15 TME ELECTRONIC FILE DIGITALLY SIGNED AND SEALED I'+ L 61G1S-7' BFO / TO REMAIN FRONTIER COMMUNICATIONS BT/TO REMAIN FRONTIER COMMUNICATIONS 0 C BFO / TO REMAIN ' CITY OF CLEARWATER` LIGHT POLE / TO REMAIN DUKE ENERGY 4' GM / TO REMAIN CLEARWATER GAS SYSTEM G U Br :3 BT BFO r BFO / TO REMAIN crrr LEARWATER BT I TO REMAIN CHARTER COMMUNIC or / TO REMAIN CHARTER COMMUNICATIONS - POST' C;i .) BRiCK 5t. -IID STY? (U))) iI SES POST) ``\ IRRIGATION BOX TO BE'RELOCATED \CITY OF C ARWAT£R BY OTHERS L4WD.SC:.Pt LIGHT., ;r ?Tf'.! t S. . ' TRANSFORMER / BE 1 TO REMAIN TO REMAIN m m4 DUKE ENERGY '^ • (2) PULL ROSES / TO REMAIN CITY" OF CL ARWATER 0 ------- BFO..... Ewa. .8F i'/f 51,17 IONS ON CONCRETE T.r 4(PH ;LT• \ A. ORATE INLET r•ITH MEIN \ LIGHT POLE / TO REMAIN 7CP G.'C'.T?_ 4 1.Y DUKE ENERGY SL O" \ SE iNV =1.37' l ASPHALT .._...... ELECTRICAL POWER SOURCE 4.170 / TO REMAIN CITY OF CLEARWATER TO BE RELOCATED r'"=::%D'UK6IYEROL.71`BC'=O'F3iER5'= • ry TREE' UPLIGHTING 4. 8F0 TO REMAIN' YE Lr REMDVED'• --- , .CfTY.DF_CLE -.. DUKE ENERGY / BY GINE�j a- --PULL BOX / BFO / TO BE RELOORTED \ DIWE RENO/ OIY! / BY OT,V/ ...""''''''7C.7 DUKE ENERGY / FO CONC. PAD FUR GENL:H AND TR;SII CAN \TREE\UPLIGHTING / ;TO BE REMOVED ' DUKE ENERGY / BY OTHERS ]6" ITN / TO REMAIN CITY OF CLEARWATER BE / TO BE RELOCATED 'WKG ENERGY / BY OTHERS Ns- BE / TO REMAIN ENERGY BEGIN PROJECT ONS BEGIN CONSTRUCTION STA. 17+4 17 TB+(4 IRON sub.. ,S, C. w OP`CCEAAWATILL 48ET,F,:5. SIGNAL POLE / TO REMAIN ' 1 CITY OF CLEARWATER BE• -- -,.Il I IfE> `tea- - y L^I\IRRIGATION 802 / 7•X1 TO REMAIN �,gG `=-LEIFT OF-EUEM F6 Br LIGHT POLE / TO REMAIN ERGY 4^ BFO / TO REMAIN CITY OF CLEARWATER WB CAUSEWAY BLVD. BFTBFO BT BT ... _....._ TREE UPLIGHTING / TO BE REMOVED DUKE ENERGY / BY OTHERS ET / TO REMAIN CHARTER CONMUNICATIONS PULL BOX / TO 8E REMOVED DUKE ENERGY / BY OTHERS 78 H 88' 39 11' E i SE / TO BE REMOVED DUKE ENERGY / 87 OTHERS BF NT - LIGHT POLE / TO BE REMOVEDEMRf i'IE'RS) OSEUX YD/GU EB CAUSEWAY BLVD, 8 L.4NOSC. \ O TREE UPLIGHTING / TO BE REMOVED O � DUKE ENERGY / BY HER OF- / jF- / TO BE REMOVED cAN y0I F �j, Llt DUFF ENERGY / RIM EL=L 01 Br orHEI I- 71.9 NURI- SIGNAL POLE / TO REMAIN / CITY OF CLEARWATER UTILITY NOTES: - 1. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS / ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 2. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3. UTILITY/AGENCY OWNERS) COMPANY CHARTER COMMUNICATIONS CITY OF CLEARWATER (TRAFFIC OPERATIONS DIVISION) CITY OF CLEARWATER (WASTE, SEWER, DRAINAGE) CLEARWATER GAS SYSTEM DUKE ENERGY DUKE ENERGY (SUN AQUEOUS) FRONTIER COMMUNICATIONS WIDE OPEN WEST (WOW) CONTACT TELEPHONE NUMBERS OSWALDO PEREZ (727) 329-2817 TED MELLI5 (727) 552-4932 27252 ROBERT FAHEY. P.E. (727) 597-4608 JORGE HERNANDEZ (727) S62-4900 x7423 SHARON DEAR (907) 90S-3321 SHARON DEAR (407) 905-3321 NANCY HUNT (727) 562-1176 JOHN BURLETT (727)239-015B 4. UTILITY COORDINATION IS ON-GOING WITH ALL UTILITY AGENCY/OWNERS. AS INFORMATION IS RECEIVED, THE PLANS WILL BE UPDATED WITH PLAN REVISIONS. .— R SURVEY' CAUSEWAY BLVD. tO m 6' GM / TO REMAIN CLEARWATER GAS SYSTEM BFO / TO REMAIN FRONTIER COMMUNICATIONS BT / TO REMAIN FRONTIER COMMUNICATIONS FAST BOUND LANES 4' GM / TO REMAIN CLEARWATER GAS SYSTEM : LY LLI a PREPNC0 M: MAD LAPORTE. P.E. 00. 703200 UNTO CMPORRTIM PI N. PRM1.10 STREET, SVIfE 1200 TAMPA, FL 0002 MOW: N15) 401.4,00 CERTIFICATE OF ANTRORIIATIM RLL Ef00 an OF CLEARMATER TOO SOUTH MYRTLE AVENUE CLEARWATER FL 33756 CLEARWATER BEACH ww-1Ldouiar TRANSIT CENTER FOR PINELLAS SURCEASE TRANSIT AUTIaORITE 6 3761 SCHERER ER LVE ST. PETERSBURG. FL 33716 UTILITY . ADJUSTMENTS (011 Ila -arra H;DATf 0:14!0 AM Or 1NOODKA0WI099W W Ow $fl100BAuTA0R001DW1 OOT IMS. mra A SHOWN SIP PLANS SIENNYAL THIS SHEET IS TEE ELECTNOHIC FILE DIGITALLY SIGNED AND SEALED UNDER MULE 61615.23.001, F. • CLEARWATER BAY IRRIGATION BOX / TO BE RELOCATED CITY OF CLEARWATER / BY OTHERS BE TO BE RELOCATED • BT TO REMAIN DUKE ENERGY / BY OT 4• BFO TO REMAIN CHART TREE UPLIGHTING / . PO - - • CRY OF QfARWATER COMMUNICATIONS LV.'OSCA:?c Llii!iT . -IPPRO.C. ..BFO TO BE REMOVED [r) P' • D/I>.Bi TION B RELOCATED '1NIr • DUKE ENERGY I / TO BE WOW! / BY OTH 75 4' 8F0 / TO REMAIN HANDRAILS I Br OTHERS - BT / TO REMAIN CITY OF CLEARWATER � 310 1 - '" 16' WR / vR:1 .. i 14A8TER CONNUNICATOIMS LIGHT POLE / WIRE POLI BOX \ \" •., ;� - • WATER BOX / TO BE REMOVED \ \.'`•.,, •. ""+�� ; TO REMAIN `- CITY OF TO BE ADJUSTED DUKE ENERGY / \ Bfo' \• !: ..... ...� CLEARWATER CITY OF CLEARWATER BY OTHERS .•^'� --...�...-..:-.-.,. .... .. .-- ..-..-......- WA7:fRJ49lYEd.... •.,....,.Y ....�.�--.-..�11U, B4O!(.1...+., \\ I ,� ,.., J - . ' a IL TO BE ADJ STEDA 0 -• 0 BE REMOVED v 1 y'.! * r,^,. ' �B' JIGI1I F OF OLE: DER BUSH ((I• F „1n4.il CITY F CLEARWA ,x _ DY.xE..E"F•15':. . B D_ TORE MAI -1 'F} J CITYBOF CLEARWATER �g �BFO 8E0. 7; _'_2 ,} . .;Ic �41e -�WOWC. ' _ J BFO r Q"E S" . m4. ~• BT / TO REMAIN T ♦ r SFQ ..., I-•i.QF( j''`. ..,,,,cc;-..c'.• ' H OC^ BFO` 8F0- . 111 CHARTS COMMUNICATIONS T. ?fV.. T Y�y. - AMY 2 • "-� 1 K � - [4VIPL 80X / r F BFO - J ' - BFOI CITY OF CLEARWATER 7 V£L{ ' .. OBE )7EM0 4�,R",.'? i 0 REMAIN .A - _ - _ 11 `` h r w V 5 I r A^ s OLI�4•1-11OSW.„LS.3C4Ca diiii _ W - = I -04... B fR / •-_- 0 . _ B- BF a�ffu-i.��Y - BT BT — z-. BT 1 BT . _ ....... . .. B T ... .. . Vvh7� 4 -f.:' YM' h B .. -� _._ T -BFO . _ _ - s Nt . �8 i8' IiAa'G`.i9, Bt '' -'it �. ..y_LANDSCAPED .'� - �.. OFO & ,r+ `fi -^''fb ... ..-'z..,::.. '"J,, -r..App 1 ` y T Fil ARr ' .ti. {<'�: LA+VCSCAi:n,yM., .; xcm •• . . ...`_ - I Lle'•+� } _ � � � .,--BT 1.� �Fu u 7 .x f � � -8T '-- -.t ... P a BT~�• \ � - �� FRONTIER COMMUNICATIONS o p SV' INV . - J: PULL 80_XJ 70 BE !EMOTED �'') •DUK BN—ERGY / 8Y OTHER VALVES / BT / TO REMAIN F : (ST Lv(, CONCRETE SP,/DG WB CAUSEWAY BLVD. - (3I ' ASPHALT FRONTIER COMMUNICATIONS 8T I TO REMAIN p 4- nl 2 \ TO BE ADJUSTED NG / TREE U REMOVED '� -' CITY OF CLEARWATER ', TO 8E REMOVED BFO / TO REMAIN ONTIE COMMUNI ATI N i' W Y L,-9 B' GM / TO REMAIN DUKE ENERGY / BY OTHERS ti FRONTIER COMMON/ A N LT -V1 Qom 3i CLEARWATER GAS SYSTEM - 20: ' 4N ESCAPED MEDIAN M 88.39 J1` E x i .:.; W: 4 CAI I .^ - '...... 1/10 Z}_--._.-._. rI.:.L: .��""""N =1f •' �.. __ TO BE REMOVED SURVEY 'J - !.. ST / TO REMAIN _ .... Lx)'� I- j Q F W ( 51 OTHERS ENERGY / 3 CAUSEWAY BLVD. LIGHT POLE / EB CAUSEWAY BLVD. TO BE REMOVED • / FRONTIER COMMUNICATIONS' UI U) DUKE ENERGY I Br OTHERS BE TO BE REMOVEDEND • END PROJECT CONSTRUCTION / DUKE ENERGY J ST OTHERS / BY / TO REMAIN STA. 20+80.00 CHARTER COMMUNICATIONS RI TEST HOLE INFORMATION € SURVEY DEPTH 6 GM / TO REMAIN ' Vvh NO. UTILITY OWNER STATION OFFSET _ UTILITY (COVER) CLEARWATER GAS SYSTEM 1 PRIVATE 19+86.36 42.91' LT. - I.S. PVC IRRIGATION 0.68 70• WM / TO REMAIN 2 UNKNOWN 19+87.08 42.84' LT. 6` CIP 5.25' CITY OF CLEARWATER 3 DUKE ENERGY 19+86.42 41.8, LT. 2.5• PVC BE 1.73' m 4 UNKNOWN 19+85.48 4035' CT. r PVC WE l.52' BT 5• UNKNOWN 19+8496 39.14' LT. 2-4- PVC 8E0 4.4T 6 CITY OF CLEARWATER 19+86.79 36.04' LT. 16 CIP WM 3.10 `w_ " PREPARED On PART 70305 was cowman= TARIFF."�.��.rFw A) R flLMRLIN aver...ivy IA9 • COCIF fW 33907 CNWT: OW!eolfICATE A I>0 CEIVIfIGIE OF MIlMW7AIlAY R0. 0300 - - �°�/ 15 UTILITY `- . gYLR CLEARWATER BEACH _ it ._ TRANSIT CENTER CIT0 OF CLEARWATER FOR FINELtaS SRNCOAST TRANSIT AUTHOR!, 100 EMH ER. FL AVENUE b 3701 SCHERER OWE CLEARWATER, FL 31756 ST. PETERSBURG, FL 33716 „. .. SN8 AD JUS TME PITS (02) RY' Ow R07V[IIfWTAOA00749n mu ELMS SUORITTAL 9LffR'n 0s. DaF 1/11/7817 Ma.w: 11145 M f:Y00I3KAROLLJWNam DOS STA, 17+00.00 49'44'46' TBM4 IRON ROD AND CAP LB 8053 EL. 5.30 STA. 17+34.77, 41.07' LT. CAUSEWAY BLVD. SURVEY LINE BOS STA. 17+00.00 TBM4 TBM1 NAIL AND DISK LB 8053 EL 4.05 18+91,99, 145.38' LT. 71, 90'00'00' CAUSEWAY BLVD. SURVEY LINE POT STA. 18+91,99 POT STA. 18+91.99 TBM1 0 TBM3, IRON ROD AND CAP LB 8053 EL. 8.62 20+43.30. 2.10' LT. CAUSEWAY BLVD. SURVET LINE EOS STA. 22+00.00 EOS STA. 22+00.00 TBM3 MOW= 0•: 001,0 WORM. IF. M. 751200 I CPM ILLIMI 202 N MI N. MIAMI. STREET. 20176 JIM TI MM FL 3.10E *RTITIfF 1E131402 4150 C4N1CAM OP A0lRd03ATNM 00. ON10 CLEARWATER REACH metjpipkuregii00 �.— TRANSIT CENTER CITY OF CLEMMATER FOR PINELLAS SUMCOAST TRANSIT AUTHOMITT 100 SOUTH MYRTLE AVENUE 3201 SCHEMER DRIVE CIEARWATER. FL 33756 ST. PETERSBURG, FL 33716 PROJECT NETWORK CONTROL SHEET 8.300220 OT Mk 20 Mfg airer 16 010 MOM W6NTTT4L - I/II/MIl 6,30:36 M I,36002'22100K1ew^aM I,I0 O Y2, fl•7SCTLSNO0I.OGN THE OFFICIAL RECORD OF THIS SHEET I5 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61623 +99.64 EXISTING SIGN AND MATCHLINE STA. 19+30.00 SEE SIGNING AND PAVEMENT MARKING PLAN (02) • 93.03 LT. PARKING METERS TO REMAIN 6" SOLID WHITE +1022 +90.95 YA Sf ' V"i'> \ 92.64' LT. b �' 't:R` -. ;J,({y1,, 93.25' LT. f t 6" SOLID PFFT7�i7 �tiY I Ir - F ce `\+82.08 \ 6" SOLID +18937,8 GEL d I5' `• a - 99.7W LT. WHITE 92.40�67J( Et -3.5: •\ W \\ +28,63 !NV =1..'., AS Ai 0 _1' F051 !:N BRICK • ,�`'r SAND (TIP.) `\� h i0f 11 Mt -TER FCSTl \ h'•a� W 6" SOLID WHfTf (DIAGONAL) �w \\6' SOLID WHITE �� LANDSCAPE LIGHT I •— . - r+ - E. 7..' a a f •kYD .� _: 9191Bd'1.•&T.?' t ��\ 40-.4114N 6' SOLID WHITE GIN= f.wO f 6R BEtit7ii TtiJ1S:! Lai' Lt'i' +� (DIAGONAL) \ {: 1.. _ _ �. 6' SOIJD WHITE . i. •s _ 1,1t,.. -7.4`-"Z.,,,,,, y�, 1.i i `_ _ j-�69y_ '-,"' -41 a, .K`., Z'.'. ' 8130 LT. _ _ \ :: :, Ti. Ant. _.. -..+2 _ ..._ — __ _._. _.._-. __._ / '' 79.60 LT. H2h5- 1 EAI 700-1-50 I. r , ._ - --1'"' _- — — — -+90,51_ , 8102 LT. - _ l +WAY+9 8$ - — /' — _ .,..-.... .......---- T.� /\~ ..... �,:. Ippm.o. �. e.,..'..,....-.-,-,.-_...._ _.. _ errrrr�e�l ( ,I RELOCATE IFr•-,7; �..-�Kr.c..,. _.•...:.,.."....,.--... ,., �_•.. ._.�.w _..........., p- . ........„,..7.,--,—,\--,-,,7 _ ,-1 J TOISTA. SIGN I _ • III� 1 i TO STA. i7+73 L- ♦ :` Y .^'^' •;.' �" Y S I ',. �i 1 \\ 14" 1... .>:.'iN^' t.'Y..•• '= ..y n u� .... �.. .r ..,.. 'GES i9p �F 1,71' - " • , TRAi \\ ,, _ ; ,� ._. , , IRON ROD i> CAP ♦ ,>::r '5.%r-„ .... 4, t e Ddu x '1 e '' .e�4X ? 1 ^:'o L egET S- ,,�, i •L J.'li }' '�$A _ da 1 � e •64�L ... ... � 7 �,[ �y ry EL=.`i..1O' X \\ �. -� _ ° } w2Ia S:'.� 3�P t .y.( \�..� . ,"..J. ♦` �� " l .y.� L y, /t.Ei) 1kN' `r 3 L4 ? - HCC1t - °}A9l• '^i t _ I. pyl=.17�P.'ri .'. L4 - �� ,n•A., BEGIN PROJECT `-"-• :,l: #,�, 9 r N BEGIN CONSTRUCTION "'' r �� " � %. � • .`.a;� � �. v � Fi:i 4 1 . \r' � ..§ • :. J� � L.1� a �� _..� .'l .� _ -_Y-. cu_ �' e.:'. V "" .. — _ ti / STA. 17+40.00 - — - — — - - BEGIN 6" WHITE PAVEMENT < (2-4' SKIP) / END 6' WHITE MESSAGE + \ PAVEMENT w \ MESSAGE + \ \ +40.00, MATCH EXIST, (2-4• SKIP) \ \ BEGIN 6' WH?E\ 6' WHITE (2-4' SKIP) 171 ... 18 +15.00 WEST WB CAUSEWAY BLVD. I'��7 EOULANES \ \ \ \ 19 6• WHITE SOLID mANHofr-- FW4 E1,=I 713143- NOft fL SURVEY CAUSEWAY BLVD. FAST EB CAUSEWAY BLVD. \ EL= \ • _ BOUND LANES 11�y1� n 1 1'4/__ILr 2 • ( 700-1-50 I I EA RELOCATE EXISTING SIGN TO STA. 18+66 . �= �� ...Q. WOWLEoen WOW wPaR1E, PS. 0.1WNa NATO caAPaaJaR TA R. 87207JR STREET, SAME 1]00 TAMI0. FL )3002 me. MIS 703+I1A1 COWITICAIC OY NNOAl2KIg1 N0. s100 `: SIGNING AND PAVEMENT MARKING PLAN (01) ..rrt. ,�� PM 77 CLEARWATER BEACH �"'� sNa... r -� CENTER '-JAM. �. ~'�0r it— Ir .- TRANSIT LIT/ OF UEAflWATEA FOR PINELtAS SUNCOASI TRAYS!! AUTHORITYAS 100 SOUTH MYRTLE AVENUE •E, 3E11 SCHERER DRIVE. LLEMYJATER. FL 33756 ST. PETERSBURG, FL 33116 SHOWN M R.JUfyMngVYANSP01 010 I1Mf 50MATAL AM 0. Due: !/11/2011 0.0,00 Or' SWAZI AM - J;VO lTCAOOKlwwRw it CLEARWATER BAY • UV.'!75CAPL LicHT•IPPRr T. In-', Ili.. r'7-!oa . - hANFItdiLS i c 6VRC PILI BOX\ ' i� C�RA..S Alit PAVEMENT a MESSAGE `,�\ _''. N,,•' FE04G ' L!e-INOER 81, 'r. - t�r�e. .r \''...:,:v.----!1 4 .rte,-... ... -.,... ....,....._. 4fA'3'j ,� .... w`: ='^: - .;�rxX.. . ..... ... ... ..•; ., ,i' +q• 4 ,•~ .. - .fir-, .iw... rHEDGES a ... d}S ,•.' a- rD. ..t. tlW R @-._ �r�.t 4,y, , 4'tl ^-r'^v.,� �� .4 .O'� 1 _"� I u "yF .? �irEb". h x ` (''� -`' ' `a ':,,, } - . 1 _ _ m+x . z £APEEI ! J / 7 ': '}�": C§iiL{$%%7f$FifeF. ,' 7__ .!C e{ � `E.1 .: { ... ' ,,,� —.. -=',---:---• _.! rh .,Y-#�` f l� Cl., 5Si 4 PAVEMENTg�s,, (r END 6 -WHITE % l�'[Y; '("!M EL.7,h! 6• WHITE) (7-` SKIP) • O -. 5 i (7-4' SKIP) +80.00• END END PROSTCT UCTION �> - MATCH EXIST- EXISTING CONCRETE EtR:DG O jC 1.11 q ) _. �• " G SOLID WHITE / "- �� MESSAGE END B' WHITE WB CAUSEWAY ASPHALT STA. ZOtBD.00 BEGIN - WHITE EXISTING REMAIN (X�' BLVD. TO AEMAfn air Q 2' PAVEMENT 15.00• LANDt'i PIPSCAPED MEDIAN 20 I N B8. 39 Ir E r x rEr-a MOH ROD Fi L'AP I —-- UlZ MJ W'... O (-1 ¢ z LD 2 LI U, LnL..: LU Ln .. EL=3.oe` ..... .... ..� —_ .__.. -... SURVEY CAUSEWAY BLVD. - EB CAUSEWAY BLVD. �K "'"�N °rte wrAMe°Nr. ` wa LYOIRE PF. D0. FORD marl [WwOMT1°N IOr N. MOWN STREET. surrE 120E TAMPA FL 33602 PNOIFE: IN131 •02-6150 merIrILYN M A1rINM2MHA on 630E SIGNING AND PAVEMENT MARKING PLAN (02) Nmr• lB CLEARWATER BEACHyM(auaswsatitr FIY%WISTER '^�ii2!fP� :iVWY(ABII NMf/ .. ..... . `.. TRANSIT CENTER CFR' OF CLFARNNFR FOR . PIRELLAS SUNCOAST TRANSIT ABTHORRv 155 EARTH NYRTLE AVENUE 3201 SCHERER DRIVE CLEARWATER, FL 33756 & ST. PETERSBURG, FL 33716 FO D"°°N Rw Ps4¢: t/11/2011 M ,, 03003D AD 1,0003SCMEK1E.x0X6r er: Ma DE3W305gVLANSP62600 WE P11015 suDNTA. p ...]1- ) Cont. Pavement ---\ (See Roadway Plans) I 6" Backwall I, i (TYP•) Sta. 17+99.60, 80.10 LT I Canc. Pavement —\ (See Roadway Plans) Sta. 18+09.60, 80.1(7 LT See Detail "F" ¢ Front Face Abutment 3 Sta. 18+04.60, 80,10 LT J HA -5 Bent 2 Splice Connector 9,-O' 1— 1 I Boardwalk Approach Sidewalk L2" Expansion Joint e (Preformed Joint Filler) •E Conc. Pavement —\ (See Roadway Plans) front Face Of Backwall Abutment 3 44" Open Joint B-) IJ A Splice - (TYCO ¢ Bent I —' Sta. 18+04.60, 71.57' LT PLAN 1T -O . Sta. 18+09.60, 63.04' LT 90"80' (TYP1 C Boardwalk NI\-!— ¢ Front Face Abutment 1 Sta. 18+04.60, 63.04 LT I b � 1 Sta. 17+99.60, 63.04 LT —t a k-- Detail "B" (Typ.) Detail "A" (Typ.) Front Face Boardwalk 10 2x4"x4'-1k" inter. Rail Su ort 2".2-x3, e" I;1'u'w:Hit I�ia'�^�'li'� i ■p1al:�: �. r'.'e�'tt Y'� ■■-19i Ver[. Picket (TYPJI {I �' �'I� Conc. Pavementw,1 �11�`111(Refer to�, �t� ■■Roadway Plans)`I ��.� l' l.�J:ra:� �JO,.�'_/: J.! 4I l II 11.7 .11:11.111M1.`:��• _ «" ... Detail C" �•I 0 iPu 2�k4�t y Detail "E" .�R • .:111=151,,,„.„4-1'.— 7'x B' Joist #10x2}" (Typ.) ��.d IIIIElle,.. 11 1-^ ont. over support) 5:5 Srews -Ilii_=111 =III -'III P I, ^ 462 ..ai lIIIIS Pro osed Ground Line Existing 3' Min. (TYPJ 6" 0 Timber Ground 6° Max. (TYPJ Support Line 0 Post rt 4-3" (Try.) 9ii" Max. Spa. Boardwalk (Top or Bolt.). 12 E,ual 5•aces Conc. Sidewalk (See Roadway Plans) DC waI Abutment 1 3V Open Joint 45" (TYP•) Detail .D„ Construction Joint (Typ.) Compacted Subgrade and Backfill per FOOT Spec. 522-4. (Typ.) ELEVATION Conc. Swk. (Refer to Roadway Plans) •+482 "481 1.-0" Max. 10 5 Cont. Abutment (TypJ 0 "'Steel strap, see Sheet No. 20. +'Field cut rebar as required to maintain 2" cover. • N Br 39' 11"E ¢ Survey Causeway BLVD. Left coping of proposed sidewalk . (See Roadway Plans) —4— Steel strap (TIT.) 2"x2" Block (Typ.) #10x3" Wood Screws Detail "A" 6" 0 Timber Support Post 7'58" Joists Ga 2-#10x4" 5.5. Screws (Typ. each Post) 2"xB" SP Decking #10x213 WO Screws (Typ.) 1(4" 0 Hex Bolts (Typ.) 3'x12" Timber Caps Joist (Typ.) 2'xB" Block (TYPJ Detail "F" b ni b + 4.7696 Cont. Pavement Front Face Of Backwall Abutment 2 Conc. Swk. Front Face Of Backwall Abutment 1 VERTICAL PROFILE (Along ¢ Boardwalk) • 2'x8"x12" Slice Connector 144" Bx 103i" Hex Bolt SECTION A -A (With Decking Shown) (TYP.1 Detail "B" .a6-ansx. 'II, II) • � Detail "Cr Detail "C" 1" Min. 1" Min. Detail "E" "7As GGV ABS — 66V PREPMeO m: t,00e, VASA. P.E. A0. I.2T09 HATA CORPORATION 201 t FRMOIIR 5TREEr. VOITO 1200 TANI% FL Tii02 PHAN. nil) 1024,£0 C£KIFICATE ar RmIwNZATION IND SAD0 CIT OF CLEANNAFER 100 5011TH 14/RILE AVENUE CLEARWATER, FL 33FS0 CLEARWATER BEACH• TRANSIT CENTER . ,.ler FOR PINEILAS SONCOAST TRANSIT AUTHORITY a 3201 SCHERER DRIVE ST. PETERSAUIRE, FL 37716 BOARDWALK PLAN AND ELEVATION Ra 000: 1/1M017 0..,51.0 OF, 19 NS IHO PIANS SONRTAL S 14 14 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE Ooy"..e'N ..60)5Ct9CO O.a,.d. On a..yH.LI',01PI. 011"Ol.0Gs #1044' S.S. Screw #1042(4' 5.5. Screw 2"x7x3-214' Vert. Rail Post 7x8" SP Railing Cap 2'44' 5P Top Railing 2"4743-214" #10x21/2" Vert. Rail Post S.S. Screw 2'x6" -SP. Bottom Railing Z-11/0" 8x1254" Hex -Bolt Assemblies per Post (Typ Loose Compacted Gravel Gravel ALTERNATE POST INSTALLATION DETAILS (With approval of the Engineer, the alternate post installation may be used.) 1. Drill 1'-O" 8 hole 13-0" deep. Place 2-0- (Nin.) Size 57 Stone. 2. Hand tamp gravel 8" (Min.) into bottom of hole. 3. Place 6" 8 post. Fill with compacted sand, Class I Concrete or Plowable fill, in accordance with Specification 125-8. • 1" _______ (Based on 6' 0 posts) lD-D" UNIT 7x4' SP Top Railing ,k/.,--€ Boardwalk 2"x12 SP Bottom Railing (TYp.I Treated Timber 1-8• 7xa" Joists r 2"x6" SP (TYP•J ,. 106 - - -- ) , n M^ -Decking+" J7+�L�f 2.36 I Toe Nail Decking; Rail BM/Span /r m 748'x!7 Timber Splice Timber JJ Connector (Screw to Joist) Cap r_..-- Concrete --/ GROUND LINE 1--...--- WO Timber Support Post (Typ.) 1.1 #7004" 5.5. Screws (Typ) 774" ESTIMATED QUANTITIES ITEM UNIT QUANTITY Treated Timber Joists, Caps & Misc. BM/Span 106 Structural Support Post (6" 01 BM/ft of Post 2.36 Structural Plastic Decking; Rail BM/Span 166 Concrete Abutment CY/Each Abut. 1.1 Rein!orcment Abutment LB/Each Abut. 64 See note number 6 for breakdown of pay item cost. In 7x8" Joist SP Railing Cap SP Top Railing 7x B"x 3-4" Timber SP Bot. Railing 30 Nail SP Decking (TYPJ Joist CT Ye -l• SECTION THROUGH HANDRAIL AT BEGIN/END BOARDWALK 4" wide steel strap. 4 guage min. thickness STEEL STRAP DETAIL (See Sheet No. 19) POST INSTALLATION TABLE COHESIONLESS SOILS (SANDS) - 0 Saturated Unit Weight Submerged Unit Weight ,D, Ibf/fN lbf/ft ft. Loose 29 105 42.6 73 1" 7x8" SP Railing Cap 7x2" Vert. Rail Post #10x4" SS. Screws #10x4" S.S. Screws 7x8" SP Railing Cap Hake Flush #1004" 5.5. Screw 744' SP Top Railing 6" 0 Support Post 6" 0 Support Post 746" SP Bottom. Railing 7x6" SP Decking 7l' 0x101W Hex Bolt Assembly 3".412" Timber Cap NOTES: 748'477 Splice` - Connector 748" Joist SECTION THROUGH HANDRAIL AT SUPPORT POST 746" SP Bottom Railing #1044' 5.S. Screws 7x6' SP Decking #10x21" S.S. Screws 6. 0 Support Post 1. Specifications: Designed in accordance with the 2074 AASHTO LRFD Bridge Design Specifications (LRFD), 2009 LRFO Guide Specifications for the Design of Pedestrian Bridges (AASHTO OPB) and the 2012 National Design Specifications (NDS) for Wood Construction. 2. Lumber sizes shown are nominal sizes. Lumber shall be furnished in sizes meeting the requirements. of the American Softwood Lumber Standard, P520-94. Lumber grade shall be No. 1, in acordance with FOOT Standard Specification 952. The Decking, Railing Cap, Top Railing and Bottom Railing shall be Structural Plastic. Structural Plastic (SP) shall be Fiberglass Fiber Reinforced Composite Lumber (FFRCL) in accordance with FOOT Standard Specification 973. 3. Design Loading: Pedestrian Li.: 90 psf (Section 3.1 AASHTO DPW Rail and Post LL: 200 lb + 50 pit (Section 73.8.2 LRFD) Timber DL: 34.3 pcf (0.55 Specific Gravity -Section 8,4.1.1.4 LRFD) Structural Plastic DL: 65 pcf (FFRCL-FOOT Standard Specification 973) 4. All lumber (Timber & Post) shall be Southern Pine and treated in accordance with FOOT Standard Specification 955. .411 posts shall receive treatment as required for piling. All structural timber shall be treated for a non -salt (or non -brackish) environment, unless specified otherwise. 5. The Contractor shall use bolts or screws, as shown, for assembly of the boardwalk. All bolt assemblies shall have washers under both the bolt bead and nuts. Screws shall be countersunk and installed in holes drilled with a countersunk drill bit. Nails may only be used for pre -assembly as shown. All fasteners shall be ASTM A-307. All bolts, nuts, washers and nails shall be galvanized in accordance with ASTM A-153. All steel plates shall be galvanized in accordance with ASTN 123. All Stainless Steel screws shaft be ASTM F593 Type 305. 6. Cost for lumber hardware, post installation, and all incidental items necessary for the timber boardwalk Including structural and SP lumber shall be included in unit cost for Pay Item 470-1, Treated Timber Structural. Cost for rebar and concrete abutment shall be included with unit cost for Pay Item 522-2, Concrete Sidewalk and Driveways, 6' Thick. 7. Posts shall be set by pushing/impacting or excavating a 77' B hole. If set by pushing/impacting, the post tip shall be installed to the depth shown in the installation table. If set by excavation, the post shall be centered In the hole and to the depth shown in the installation table. The hole shall be backfilled and compacted with suitable material in accordance with FOOT Specification 125-8. When the depth shown is large, the Alternate Post Installation Detail may be proposed. 8. The contractor shall provide shop drawings for all Structural Plastic members (Deck & Rails) to the engineer for approval. 9. The color of the Structural Plastic shall be color no. 30227 in accordance with Federal Color Standard 5958. AMS GGv ABS 1d GGV PREPARED 00. GAME VASO. P4. N0. MAP IMPS CMYOMnaY IDI Y. 'WAVE Sm,, STREET. 5V1TE 12ro TMP* ELtSAW PRATE: lata 10!111 CERTIPRAIE Or wrntlawlON No. 0300 CLEARWATER BEACH TRANSIT CENTER Clrr OF CLEMwATER IVO sn'rH MrRTLE ArFNOE CLEARn14ER, FL 33730 FOR PAELLAS SUNCOASt TRMSIT AUTHORITY & 3201 SCRERER 0010E ST. PETERSO1186, FL 11710 BOARDWALK TYPICAL SECTION Oat v, sr: R.. 401, .Y xn 20 81D PLAYS BLaaIRAL TRE OFFICIAL RECORD Of THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61615-23.000. 40918 PY S5t O\ wwoPlA MLVOV20'CM1D"Cl4w•xxW Nos sNW,Yn'.bIr PI,a3Yabal.00Y EXHIBIT E Clearwater Beach Transit Center Contract Bid Document Statement of Work The purpose of this project is to construct a new bus bay along the north side of Causeway Boulevard in Clearwater Beach. The location of this new bus bay is just east of the intersection of Causeway Boulevard and East Shore Drive. This project will include the construction of a boardwalk structure connecting the sidewalk running along the north side of Causeway Boulevard to the Gateway Parking Lot #43 owned by the City of Clearwater. In addition, a canopy structure will be constructed adjacent to the proposed bus bay and over the proposed boardwalk connection. All work shall take place within the existing City of Clearwater right-of- way. This project involves roadway design, drainage design, signage and pavement markings, structures design, and utility coordination. Other improvements will be handled by the City of Clearwater and are not a part of the scope for this project including landscaping, transit amenities, and signalization. Causeway Boulevard from East Shore Drive to the bridge over the Clearwater Harbor Channel is classified as an urban principal arterial. This section is a four -lane divided roadway with 10 -foot travel lanes, a 13 -foot median with Type D median curb, Type F curb and gutter along the outside in both directions, 15' landscape areas on both sides, a 10 -foot sidewalk on the north side, and 15 -foot sidewalk on the south side. There is an existing stormwater pond located along the north side of Causeway Boulevard between the sidewalk and the parking lot. Roadway The proposed improvements associated with this project will extend from 40 -feet east of Lake Shore Drive to 100 -feet west of the bridge over Clearwater Harbor Channel. There will be a proposed bus bay 340 -foot in length constructed along the north side of Causeway Boulevard. The bus bay will be 13 -feet in width and will be constructed with asphalt pavement. There will be proposed drop curb constructed between the bus bay pavement and the existing roadway pavement. There will be proposed Type F curb and gutter constructed along the back of the bus bay pavement. The existing 10 -foot wide sidewalk adjacent to the proposed bus bay will be reconstructed with 6 -inch thick concrete. A 6 -inch thick concrete landing area with ramps transitioning to the existing parking lot pavement will be constructed at the end of the proposed boardwalk connection within the existing parking lot area. The traffic control plan for this project will utilize Index 612 for the construction of the proposed bus bay. A pedestrian detour will be utilized to route pedestrians around the work zone. Drainage The existing drainage system along Causeway Boulevard is a closed storm pipe drainage system. There is an existing linear stormwater pond located along the north side of Causeway Boulevard between the existing sidewalk and parking lot. The proposed bus bay pavement will be sloped towards the existing roadway. The bus bay improvements will impact an existing curb inlet, which will be removed and replaced with a proposed Type V Inlet. This will also require a portion of the existing roadway pavement to be reconstructed. A SWFWMD minor permit modification is necessary in order to construct the proposed boardwalk connection over the existing stormwater pond to the parking lot. Signing and Pavement Markings This project will include proposed striping and pavement messages for the bus bay improvements. Striping will also be added within the parking lot adjacent to the proposed landing area with ramps. Four parking spaces will be closed due to the proposed improvements within the parking lot. Two existing signs will be relocated to the median due to the bus bay improvements. Structures This project will include the construction of a 10 -foot wide synthetic boardwalk connecting the sidewalk running along the north side of Causeway Boulevard to the Gateway Parking Lot #43 owned by the City of Clearwater. A canopy structure will be constructed over the sidewalk located adjacent to the proposed bus bay and over the boardwalk connection to the parking lot. The canopy structure will require several anticipated foundations constructed along the back of the proposed sidewalk. Utilities There are eight utility agency owners located within the project limits. There will be anticipated utility relocations and adjustments due to the proposed bus bay improvements, mainly due to the proposed canopy foundations. Utility coordination is on-going with all utility agency owners. As information is received, the plans will be updated with plan revisions. Additional subsurface utility engineering (SUE) is being scheduled for the anticipated canopy foundation locations. Exhibit F PREPARED BY AND WHEN RECORDED RETURN TO: ALAN S. ZIMMET, B.C.S. BRYANT MILLER OLIVE PA 201 NORTH FRANKLIN STREET, SUITE 2700 TAMPA, FL 33602 BUS TRANSFER STATION EASEMENT AGREEMENT l`_ THIS EASEMENT AGREEMENT ("Agreement") is made as of this 1 �- v"t day of MAI , 2017, by the City of Clearwater, Florida, a municipal corporation with its principal place of business located at 112 South Osceola Avenue, Clearwater, FL 33756 ("Grantor"). WHEREAS, Grantor is a municipal corporation that owns or has jurisdiction over certain portions of the right-of-way of Causeway Boulevard and the property adjacent to Causeway Boulevard directly west of the Mandalay Channel, as more particularly described in Exhibit "A" ("Property"); and WHEREAS, the Pinellas Suncoast Transit Authority, an independent special district with its principal place of business located at 3201 Scherer Drive, St. Petersburg, FL 33716 ("Grantee"), is a transit authority that provides transit services throughout Grantor's jurisdiction; and WHEREAS, Grantor and Grantee have agreed in an interlocal agreement dated 5 -11-- 1 ("Interlocal Agreement") that Grantee may construct, operate, and maintain a bus transfer facility on the Property ("Bus Transfer Station"); and WHEREAS, pursuant to the Interlocal Agreement, the Grantor has agreed to grant Grantee an easement on the portions of the Property that Grantor owns (the "Easement Property", attached hereto and incorporated herein as Exhibit "B"), and a Right-of-way Permit for the portions of the Property Grantor does not own but for which Grantor has operational and maintenance jurisdiction (the "Right-of-way Permit Limits", attached hereto and incorporated herein as Exhibit "C"), in order to allow for the construction, operation, and maintenance of the Bus Transfer Station by Grantee. NOW, THEREFORE, Grantor, for itself and its successors and assigns, hereby subjects the Property to the easement set forth herein. SECTION 1; RECITALS The above recitals are true and correct and are hereby incorporated by reference. SECTION 2: GRANT OF EASEMENT 2.1 GRANT OF EASEMENT. Grantor hereby grants an exclusive easement in, to, on, over, under, along, through, and across the Easement Property, as more particularly described Page 1 of 3 and depicted on Exhibit "B" ("Easement Area") to Grantee and its successors, assigns, agents, employees, and independent contractors, for the purpose of constructing, operating, and maintaining the Bus Transfer Station for so long as the Interlocal Agreement is in effect ("Easement"). The easement granted herein is exclusive only as to the uses described above. 2.2 GRANT OF RIGHT-OF-WAY PERMIT. Of even date herewith, Grantor shall grant Grantee a Right-of-way Permit for occupation and use of the portions of the Property that Grantor does not own, but for which Grantor has operational and maintenance responsibilities. 2.3 RECORDING. Grantee may record this Agreement in the official records of Pinellas County, Florida. SECTION 3: REPRESENTATIONS AND WARRANTIES Grantor hereby represents and warrants to Grantee as follows: 3.1 OWNERSHIP. Grantor is the owner in fee simple of the Easement Property, subject to existing rights of way, easements, covenants, conditions, restrictions, and other matters of record, on which Grantee intends to construct, operate, and maintain the Bus Transfer Station. 32 RIGHT TO CONVEY EASEMENT. Grantor warrants and represents that Grantor has the right to convey an easement in, to, on, over, under, along, through, and across the Easement Property and will defend the same easement against the lawful claims of all persons whomsoever. 3.3 AUTHORITY. Grantor does hereby flatly warrant and represent that those signing the Agreement on behalf of Grantor have the authority to bind Grantor to this Agreement. SECTION 4: USE OF EASEMENT AREA Notwithstanding the foregoing grant of easement, Grantor retains the right to use the Easement Area for any lawful purpose other than for a permanent building, structure, foundation, or other use inconsistent with the Easement granted herein or that interfere with Grantee's use of the Easement Property. SECTION 5: BINDING EFFECT The foregoing grant of Easement and rights appurtenant thereto, shall be and constitute covenants running with the land, benefiting the public at large and burdening the Easement Area, and shall be binding upon the heirs, successors, and assigns of the parties. The grant of Easement hereunder shall terminate upon termination of the Interlocal Agreement. Page 2 of 3 IN WITNESS WHEREOF, the Grantor, the City of Clearwater, has executed this Agreement on the date written above. Print Name: c) (.6-cs 't S W' ' ess: Print Name: AQ/4/c. , STATE OF FLORIDA COUNTY OF PINELLAS GRANTOR: (A)4-&t1.4.4.t 4644,t03 ---ft William B. Horne, II City Manager CtO00"cr0R1Q; George N. Cretekos Mayor Attest: L �-dad-r1tiQh C(. Q Rosemarie Call City Clerk Apprved Matthew M. '{U" th Assistant City Attorney The foregoing instrument was acknowledged before me this I1 `1' day of (I k c J a d 7 , b t iif t orrt 8 Fiorrte ,.Ii as (11 Mn nn r for the City of Clearwater. (h6 c a'Personally Known OR o Produced Identification Type of Identification Produced: [GM 17-1420-207/200501/1 ] Page 3 of 3 EXHIBIT G Right-of-way Permit Form LL ,. _° ater ,,,,,0- ......,,,,,,, ENGINEERING DEPARTMENT Right -of -Way Permit STANDARD FORM Fee: S B.C.P. #: R.O.W. Permit No.: 20 THIS PERMIT MUST BE AT SITE DURING CONSTRUCTION Applicant: Address: Phone #: V Location and address of work: Description of work: Contractor: License #: Address: Phone #: It Emergency/After-Hours Phone #: V SUNSHINE STATE ONE CALL OF FLORIDA #: Phone #: 'i' (800) 432-4770 Start Date: (Sunshine State One Call of Florida Reference # required for permit approval) Completion Date: Note: This permit is void after the above Completion Date. The Completion Date may be extended one time for up to thirty (30) days upon notification of the City of Clearwater Engineering Department i! (727) 562-4750 prior to expiration of this penult. SPECIAL CONDITIONS: 1. The contractor shall notify the City of Clearwater Engineering Department's (727) 562-4750 within 24 hours of completion of the work in the Right -of -Way. 2. All required inspections shall be completed prior to expiration of this Permit. 3. Property owner will abide by all special conditions above and general conditions set forth on page 2 of 2. ❑ Testing Lab Required Testing Laboratory: Contact Person: Phone #: 'JR Insurance Accident/Liability jointly (check one): © On File O Copy Attached I understand the conditions of this Permit. I will contact the City of Clearwater Engineering Department — phone #: 8; (727) 562-4750 a minimum of 48 hours prior to the start of construction to coordinate the required inspections. This Permit is valid only when I have contacted all concerned utilities and the Engineering Department. Printed Name of Applicant or Authorized Agent for Applicant Printed Name of Property Owner Signature of Applicant or Authorized Agent for Applicant Signature of Property Owner Date Date Parking System Approval by: Date: Traffic Division/MOT Approval by: Date: Permit Approved by: Date: Right -of -Way Permit Form - Standard.docx Page 1 of 2 Rev.: 2/24/2014 2:36 PM GENERAL PERMIT CONDITIONS: 1. Utility Construction in the right of way shall be conducted in conformance with the Construction Specifications contained in Sec. 28.95 of the Clearwater Code of Ordinances. 2. The proposed work/utility in the Right -of -Way shall not interfere with the property and rights of any prior occupants. 3. The construction, operation and maintenance of proposed work/utility in the Right -of -Way shall not create an obstruction or conditions, which are or may become dangerous to the traveling public. 4. The contractor shall perform all work and restoration of the Right -of -Way in conformance with the current standards of the City of Clearwater. 5. The applicant and contractor shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the City of Clearwater from and against payment of all claims, suits, actions, costs, attorney's fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the applicant or his contractor, subcontractors, employees, agents or in any way attributable to the performance, prosecution, construction, operation, or maintenance of the work/utility herein permitted by the City of Clearwater, and resulting from negligent acts or omissions of said applicant or contractor in connection with the work/utility herein permitted. 6. The permittee declares that prior to filling out this application he has ascertained the location of all existing utilities, both aerial and underground, and notified utility owners of proposed construction. The applicant/contractor shall repair any damage or injury to the road or highway or other City property by reason of the exercise of any of the privileges granted in this permit, and shall repair the same promptly, within seven (7) days of opening, restoring it to a condition at least equal to that which existed immediately prior to the infliction of such damage or injury. 7. All overhead installations shall conform to clearance standards of the State of Florida Department of Transportation (FDOT), and all underground crossing installations shall be laid at a minimum depth of cover of 30" below grade, or at such greater depth as required by the permit. All areas of grass disturbed by construction activities shall be sodded to match existing grass. All cuts of pavement, sidewalks, driveways, curbs, etc., shall be in a straight line. 8. Contractor shall abide by erosion and siltation control policy of the City of Clearwater. Protect all storm inlets and drainage ways from siltation during and following the completion of work. 9. This permit creates a permissive use only and the placing of facilities upon City of Clearwater Right -of -Way pursuant hereto shall not operate to create or to vest any property rights in said applicant and is granted in perpetuity subject to termination by the City of Clearwater upon the giving of 30 days notice in writing to the applicant. In the event of widening, repair or reconstruction of said road or Right -of -Way, the applicant shall move or remove said work/utility at no cost to the City of Clearwater. 10. The applicant shall furnish the City with a construction plan showing the exact location of all proposed facilities to be installed pursuant to this permit, said construction plan to be sufficiently detailed to allow location of said installation by reference thereto. The attached construction plan, covering details of this installation, shall be a part of this permit. 11. Property corner and survey monuments subject to displacement by the construction activities shall first be referenced and later reset by a Florida Registered Land Surveyor. 12. The contractor shall contact the City of Clearwater Engineering Department's (727) 562-4750 a minimum of 48 hours prior to the start of construction to coordinate the inspection of construction. 13. Compaction within the right of way shall meet City of Clearwater Minimum Standards. Compaction tests from a certified laboratory are required for all pavement excavation and may be required in the parkway. 14. The use of fire hydrants without a hydrant meter is a crime and is not authorized. 15. The construction, operation and maintenance of such work/utility shall conform to FDOT safety regulations where the permittee must take measures, including placing and display of safety devices that may be necessary in order to safely conduct the public through or around the project area in accordance with the Florida Department of Transportation Manual on Traffic Controls and Safe Practices for Street and Highway Construction, Maintenance and Utility Operation. 16. Construction in the vicinity of trees shall conform to the tree protection ordinance found in City of Clearwater Community Development Code Section 3-1205. Right -of -Way Permit Form - Standard.docx Page 2 of 2 Rev.: 2/24/2014 2:36 PM