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MAINTENANCE MEMORANDUM OF AGREEMENT - PEDESTRIAN BRIDGE OVERPASS (OFFICIAL COPY)
MOA # 06-2020 Maintenance Memorandum of Agreement (Pedestrian Bridge -Overpass) City of Clearwater, a municipal corporation of the State of Florida And Florida Department of Transportation CITY OF CLEARWATER, a municipal corporation of the State of Florida, ("CITY"), and the FLORIDA DEPARTMENT OF TRANSPORTATION ("DEPARTMENT"), enter into this Maintenance Memorandum of Agreement on thisa�� day of bCC,Q,hI43 L 2020. 1. The CITY acknowledges that the DEPARTMENT will require the CITY to maintain the aesthetic features of the Pedestrian Bridge Project, as depicted in the construction plans and Specifications of F.P.I.D. # 256881-5-52-01 attached as Exhibit "A", in perpetuity, according to the DEPARTMENT standards, which include, but are not limited to, the Americans with Disabilities Act, Standard Plans, and the Standard Specifications, and as amended from time to time. The DEPARTMENT agrees that the CITY be responsible for the maintenance requirements of this Agreement. 2. The CITY'S maintenance activities shall include, but not be limited to: fencing in direct support of the signage, the Clearwater Bright and Beautiful — Bay to Beach Sign and associated Holophane Sign-Vue LED lighting, and any other aesthetic features and components of the Pedestrian Bridge. The CITY shall sweep and remove litter, as needed, within the Project limits which is defined in the Construction Plans. 3. The DEPARTMENT shall maintain custom paint and coatings on railings, bridge structures and all components on the Pedestrian Bridge. Repairs to any features shall be in kind and to DEPARTMENT standards. The CITY shall maintain aesthetics and repair any cosmetic damage to the Pedestrian Bridge at its sole cost and expense as it relates to the aesthetic feature and lighting, in a good and workmanlike manner, and with reasonable care. 4. The DEPARTMENT shall inspect and repair structural damage to the entire bridge structure over US 19 within the Pedestrian Bridge Project within the Departments right of way according to the DEPARTMENT Standards. 5. The DEPARTMENT shall remove any graffiti and repair fencing not associated with the Clearwater Bright and Beautiful lighted sign. 6. The CITY shall pay utility bills for lighting if they are associated with the Pedestrian Bridge. Page 1 of 3 MOA # 06-2020 7. The CITY shall conduct a routine inspection of the Pedestrian Bridge to ensure that all safety deficiencies are addressed, as it relates to the aesthetic feature and lighting. 8. If at any time the CITY has not performed the maintenance responsibility on the pedestrian bridge project in accordance with this Agreement, the DEPARTMENT shall have the option of (a) notifying the CITY of the deficiency with a requirement that it be corrected within a specified time; or (b) the DEPARTMENT may perform the necessary maintenance at the CITY'S sole cost and expense, and send an invoice to the CITY, equal to the cost incurred by the DEPARTMENT for such maintenance. Any action taken by the DEPARTMENT does not relieve any obligation of the CITY under the terms and conditions of this Agreement. Failure to perform maintenance of the Pedestrian Bridge Project in accordance with this Agreement may impact DEPARTMENT funding participation in future CITY projects. Page 2 of 3 MOA # 06-2020 WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF CLEARWATER, FLORIDA STATE OF FLORIDA a Municipal Corporation DEPARTMENT OF of the State of Florida TRANSPORTATION By:1,6 Ami4 1,444,027 -7t - By: Name: William B. Horne II Name: Francis Lewis, P.E. Title: City Manager, City of Clearwater Director of Transportation Operations, Date: District Seven ate: (SEAL) Approved as to fo Michael Fuino Assistant City Attorney Page 3 of 3 t: utive Secretary (SEAL) Legal Review: Office of General Council, District 7 Date: MOA# 06-2020 WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF CLEARWATER, FLORIDA STATE OF FLORIDA a Municipal Corporation DEPARTMENT OF of the State of Florida TRANSPORTATION B a. C By: .u. m Name: William B. Horne II Name: _Francis Lewis, P.E. Title: City Manager, City of Clearwater Director of Transportation Operations, Date: p, —,, District Seven ate: h p Attest: a,�. _, ��� E t t. Z.xe�,utive Secretary (SEAL) Title: Ci Clerk �;, l ate": (SEAL) s,. Approved as to for1:�-- - tiLegal eview: Michael Fuino Assistant City Attorney Office of General Council, trict 7 Date: 12 L—c l i Page 3 of 3 -CONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING AND PAVEMENT MARKING PLANS INTELLIGENT TRANSPORTATION SYSTEMS PLANS STRUCTURE PLANS INDEX OF ROADWAY PLANS SHEET NO, 1 2 3-5 6 7-13 14 15 16 17 18-21 22 23-27 28-29 30 31 32 33-34 35-40 41-51 52 53-54 55-111 112-117 SO -1 - SQ -14 SQ -15 SHEET DESCRIPTION KEY SHEET SIGNATURE SHEET SUMMARY OF PAY ITEMS DRAINAGE MAP TYPICAL SECTIONS TYPICAL SECTION DETAILS SUMMARY OF DRAINAGE STRUCTURES OPTIONAL MATERIALS TABULATION PROJECT LAYOUT PROJECT CONTROL GENERAL NOTES ROADWAY PLAN PLAN DETAILS BENCH PAD DETAILS SIDESTREET PROFILES CURB RETURN PROFILES DRAINAGE DETAILS DRAINAGE STRUCTURES CROSS SECTIONS DRIVEWAY HALF SECTIONS STORMWATER POLLUTION PREVENTION PLAN TEMPORARY TRAFFIC CONTROL PLANS UTILITY ADJUSTMENTS SUMMARY OF QUANTITIES TABULATIONS OF QUANTITIES UTV-1 - UTV-2 * VERIFIED UTILITY LOCATE SHEET * These sheets are included in the Index of Roadway Plans only to indicate that it is a part of the Roadway Plans. These sheets are contained in a separate digitally signed and sealed document. PEDESTRIAN BRIDGE NO. TBD S TATE OF TRANSPORTATIONFLORIDAFLORIDA77 DEPARTMENT OF TRANSPORTATION To CLEARWATER END PROJECT STA. 928+64.60 MP 17.382 STA. 926+29.03 MP 17.338 BEGIN PROJECT STA. 923+37.58 MP 17.283 CONTRACT PLANS FINANCIAL PROJECT ID 256881-5-52-01 (FEDERAL FUNDS) PINELLAS COUNTY (15150) US 19 / STATE ROAD NO. 55 FROM S. OF HARN BLVD. TO N. OF HARN BLVD. W cc W ID TO NEW PORT RICHEY rrargr Central Catholic rsburg-Clearwater International ...Airport w cC GOVERNING STANDARD PLANS: Florida Department of Transportation, FY 2020-21 Standard Plans for Road and Bridge Construction and applicable Iterim Revisions (IRs). Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans Standard Plans for Bridge Construction are included in the Structures Plan Component. GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, January 2021 Standard Specifications for Road and Bridge Construction at the following website: http://www.fdot.gov/programmanagement/Implemented/SpecBooks w ID cc TO ST. PETERSBURG Firmente N.4• T ST. PETERSBURG TO TAMPA T 29 S T 30 S PENSACOLA FORT WALT BEACH PANAM CITY LOCATION OF PROJECT https: //goo.gl/maps/z jZFc jJufivskdfQ9 THIS PROJECT IS TO BE LET TO CONTRACT WITH FINANCIAL PROJECT ID(S): 256881-5-56-01 JACKSONVILLE ST AUGUSTINE DAYTONA BEACH MELBOURNE - NEW PORT RICHEY �7��-� "'- \� COCOA TAMPA ST PETERSBUR RASOTA BRADENTO FT PIERCE NAPLES KEY WEST ROADWAY PLANS ENGINEER OF RECORD: WEST PALM BEACH FT LAUDERDALE MIAMI MARK RONALD DUNN, JR., P.E. NO.: 73968 PATEL, GREENE AND ASSOCIATES, LLC (PGA) 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 PHONE NUMBER: (813) 978-3100 CONTRACT NO.: C9534 VENDOR NO.: F452209743-001 FDOT PROJECT MANAGER: ELIZABETH WINTERS, El CONSTRUCTION CONTRACT NO. FISCAL YEAR SHEET NO, T7458 21 1 USER: charles.carroccetto 10/16/2020 10:06:49 AM Default \\pgafs02\Projects (Tampa)\FDOT7\Projects\25688155201\roadway\KEYSRDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. `,o t;I1111///' �`4-.••• •1GENs •.y?,', .sT �.: No 73968 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY Mark R _* •*_ Dunn •. STATE OF :4,./ ,, %O(�`'F4OR10P.G•,• ''.1.6..,•- •,, •.40.19. •�,,,„,- ONAL,.N` I• 2020.10.16 10:40:09 -04'00' ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. PATEL, GREENE AND ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 MARK RONALD DUNN, JR., P.E. NO. 73968 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. SHEET NO. 2 3-5 7-13 14 17 18-21 22 23-27 28-29 31 32 41-51 52 55-111 112-117 SQ -1 - 50-4, 50-6 - 50-12, SQ -14 SQ -15 SHEET DESCRIPTION KEY SHEET SIGNATURE SHEET SUMMARY OF PAY ITEMS TYPICAL SECTIONS TYPICAL SECTION DETAILS PROJECT LAYOUT PROJECT CONTROL GENERAL NOTES ROADWAY PLAN PLAN DETAILS SIDESTREET PROFILES CURB RETURN PROFILES CROSS SECTIONS DRIVEWAY HALF SECTIONS TEMPORARY TRAFFIC CONTROL PLANS UTILITY ADJUSTMENTS SUMMARY OF QUANTITIES TABULATIONS OF QUANTITIES _* ```C.�1u11111 ///i'' Q,�•.•�%CENs-.OA\1, No 75595 * *- STATE OF 4/, ,CI ', SI%NAL E��.`` It OA THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY Kenneth 2020.10.16 10:28:24 D Yinger-04'o0' ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. PATEL, GREENE AND ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 KENNETH D. YINGER, P.E. NO. 75595 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. SHEET NO. 2 6 15 16 33-34 35-40 53-54 SQ -5, SQ -13 SHEET DESCRIPTION SIGNATURE SHEET DRAINAGE MAP SUMMARY OF DRAINAGE STRUCTURES OPTIONAL MATERIALS TABULATION DRAINAGE DETAILS DRAINAGE STRUCTURES STORMWATER POLLUTION PREVENTION PLAN SUMMARY OF QUANTITIES •`���INY IF • • • * i i No 64669 * ;*- STATE OF :4/ P4 0 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY Johnny Fung 2020.10.16 10:31:25 -04'00' ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. PATEL, GREENE AND ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 JOHNNY FUNG, P.E. NO. 64669 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. SHEET NO. 30 SHEET DESCRIPTION BENCH PAD DETAILS REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SIGNATURE SHEET SHEET NO. 2 USER: madeline.glassman 10/8/2020 4:33:38 PM Default T: \FDOT7\Projects\25688155201 \roadway\SIGNRDOI.dgn • FLORIDA DEPARTMENT OF TRANSPORTATION PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: T7458 LEAD PROJECT : 256881-5-52-01 DISTRICT 07 COUNTY/SECTION 15150000 PROJECT(5) 25688155201 COUNTY : PINELLAS 0001 SUMMARY OF STRUCTURES SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 25688155201 BR# 159023 QUANTITY TOTAL 0101- 1- 0400- 4- 4 CONCRETE CLASS IV, SUPERSTRUCTURE CY 1.000 310.100 310.100 0102- 1- MAINTENANCE OF TRAFFIC 25688155201 0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 338.400 338.400 SPECIAL DETOUR- TEMPORARY PAVEMENT 25688155201 (LS) 0400- 4- 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 349.900 349.900 (LS) 1.000 0400-148- PLAIN NEOPRENE BEARING PADS CF 0102- 4- 33.800 33.800 1.000 1.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB WORK ZONE SIGN 71925.000 71925.000 21970.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB LF 147415.000 147415.000 0455- 34-328 PRESTRESSED CONCRETE PILING, INCLUDES 100% DYNAMIC TESTING, PROJECT 256881-5-52-01, SIZE 18" LF 440.000 3433.000 3433.000 0102- 71- 23 0455-133- 2 SHEET PILING STEEL, TEMPORARY -CRITICAL SF 320.000 18357.000 18357.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES 1, I1, Dl, VP, DRUM, OR LCD 0455-143- 3 TEST PILES -PRESTRESSED CONCRETE,18" SO LF 539.000 539.000 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 0460- 7- PREFABRICATED STEEL PEDESTRIAN BRIDGE SF 2350.000 2350.000 EA 132.000 0515- 2-211 PEDESTRIAN / BICYCLE RAILING, STEEL, 42" TYPE 1 LF 0102- 89- 1 1870.000 1870.000 FLORIDA DEPARTMENT OF TRANSPORTATION PROPOSAL SUMMARY OF PAY ITEMS, FOR PROPOSAL: T7458 LEAD PROJECT 256881-5-52-01 DISTRICT 07 COUNTY/SECTION 15150000 PROJECT(S) : 25688155201 COUNTY PINELLAS 0002 SUMMARY OF ROADWAY SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL 0101- 1- MOBILIZATION 25688155201 LS 1.000 1.000 0102- 1- MAINTENANCE OF TRAFFIC 25688155201 (LS) 1.000 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT 25688155201 (LS) 1.000 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 25688155201 (LS) 1.000 1.000 0102- 4- PEDESTRIAN SPECIAL DETOUR 25688155201 (LS) 1.000 1.000 0102- 60- WORK ZONE SIGN ED 21970.000 21970.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 254.000 254.000 0102- 71- 15 TEMPORARY BARRIER, F&1, ANCHORED LF 440.000 440.000 0102- 71- 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE CONCRETE LF 320.000 320.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES 1, I1, Dl, VP, DRUM, OR LCD ED 23926.000 23926.000 0102- 74- 8 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 189843.000 189843.000 0102- 78- TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER EA 132.000 132.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 1.000 1.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 571.000 571.000 0102-115- TYPE III BARRICADE ED 1598.000 1598.000 0104- 10- 3 SEDIMENT BARRIER LF 7198.000 1198.000 P 0104- 15- SOIL TRACKING PREVENTION DEVICE EA 4.000 4.000 0104- 18- INLET PROTECTION SYSTEM EA 20.000 20.000 0107- 1- LITTER REMOVAL AC 18.960 N 18.960 0107- 2- MOWING AC 8.810 N 8.810 P 0708- 7_ MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 25688155201 LS 1.000 1.000 P 0108- 2- MONITOR EXISTING STRUCTURES- VIBRATION MONITORING 25688155201 LS 1.000 1.000 0110- 1- 1 CLEARING & GRUBBING 25688155201 (LS) 1.000 1.000 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 1165.000 1165.000 0120- 1- REGULAR EXCAVATION CY 529.000 529.000 0120- 6- EMBANKMENT CY 126.000 126.000 0160- 4- TYPE 8 STABILIZATION SY 1570.000 1570.000 0285-702- OPTIONAL BASE, BASE GROUP 02 SY 485.000 485.000 0285-706- OPTIONAL BASE, BASE GROUP 06 SY 50.000 50.000 0285-710- OPTIONAL BASE, BASE GROUP 10 SY 783.000 783.000 0285-715- OPTIONAL BASE, BASE GROUP 15 SY 270.000 270.000 0286- 1- TURNOUT CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY 122.000 122.000 0327- 70- 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY 5956.000 5956.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC 8 TN 6.800 6.800 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 221.300 227.300 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC -5, PG 76-22 TN 2.000 2.000 0337- 7- 82 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC -9.5, PG 76-22 TN 412,100 412.100 0425- 1-351 INLETS, CURB, TYPE P-5, <10' EA 1.000 1.000 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMAUR Y OF PAY ITEMS (1) SHEET NO. 3 USER: madeline.glassman 10/12/2020 12:03:47 PM Default T:\FDOT7\Projects\25688155201\roadway\cessrd0l.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 • FLORIDA DEPARTMENT OF TRANSPORTATION PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: T7458 LEAD PROJECT : 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION : 15150000 PROJECT(S) 25688155201 COUNTY : PINELLAS 0002 SUMMARY OF ROADWAY SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL 0425- 1-361 INLETS, CURB, TYPE P-6, <10' EA 2.000 2.000 0425- 1-541 INLETS, DT BOT, TYPE D, <10' EA 2.000 2.000 0425- 1-549 INLETS, DT BOT, TYPE D, MODIFY EA 2.000 2.000 0425- 1-711 INLETS, GUTTER, TYPE V, <10' EA 1.000 1.000 0425- 1-910 INLETS, CLOSED FLUME EA 4.000 4.000 0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"5/CD LF 363.000 363.000 0430-175-124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 75.000 75.000 0430-830- PIPE FILLING AND PLUGGING- PLACE OUT OF SERVICE CY 19.000 19.000 0515- 1- 1 PIPE HANDRAIL - GUIDERAIL, STEEL LF 32.000 32.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 1095.000 1095.000 0520- 2- 4 CONCRETE CURB, TYPE D LF 164.000 164.000 0520- 6- SHOULDER GUTTER- CONCRETE LF 31.000 31.000 0521- 1- 11 MEDIAN CONCRETE BARRIER, 38" HEIGHT LF 50.000 50.000 0521- 1- 14 MEDIAN CONCRETE BARRIER, VARIABLE SECTION WIDTH FOR SIGN OR PIER SHIELDING LF 260.000 260.000 0521- 72- 40 SHOULDER CONCRETE BARRIER, 38" OR 44" HEIGHT LF 40.000 40.000 0521- 72- 43 SHOULDER CONCRETE BARRIER, CURB AND GUTTER BARRIER LF 37.000 37.000 0522- 7- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 867.000 867.000 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 222.000 222.000 0522- 4- BUS SHELTER PAD- CONCRETE SY 7.000 7.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 103.000 103.000 0527- 2- DETECTABLE WARNINGS 5F 72.000 72.000 0530- 74- BEDDING STONE TN 602.000 602.000 0570- 1- 2 PERFORMANCE TURF, 50D SY 3078.000 3078.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.065 1.065 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 788.000 788.000 0710- ]]-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 78.000 78.000 0710- ]I-141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.369 0.369 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.889 0.889 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT 81D 25688155201 LS 1.000 N 1.000 20_11.53• FLORIDA DEPARTMENT OF TRANSPORTATION PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: T7458 LEAD PROJECT 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION 15150000 PROJECT(S) : 25688155201 COUNTY PINELLAS 0003 SUMMARY OF SIGNING SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 265.000 265.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 2.000 2.000 0639- 1-122 ELECTRICAL POWER SERVICE, F&1, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1.000 1.000 0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 105.000 105.000 0639- 3- 11 ELECTRICAL SERVICE DISCONNECT, F&1, POLE MOUNT EA 1.000 1.000 0641- 2- 12 PRESTRESSED CONCRETE POLE, F&l, TYPE P-11 SERVICE POLE EA 1.000 1.000 0700- 1- 11 SINGLE POST SIGN, F&1 GROUND MOUNT, UP TO 12 SF AS 3.000 3.000 0700- 1- 12 SINGLE POST SIGN, F&I GROUND MOUNT, 12-20 SF AS 2.000 2.000 0700- 1- 50 SINGLE POST SIGN, RELOCATE AS 3.000 3.000 0700- 1- 60 SINGLE POST SIGN, REMOVE AS 1.000 1.000 0700- 3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 1.000 1.000 0700- 3-204 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 31-50 SF EA 1.000 1.000 0700- 3-207 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 201-300 5F EA 1.000 1.000 0700- 3-601 SIGN PANEL, REMOVE, UP TO 12 SF EA 1.000 1.000 0700- 3-624 SIGN PANEL, REMOVE, UP TO 50 SF WITH LIGHTING EA 1.000 1.000 0700- 3-626 SIGN PANEL, REMOVE, 101-200 SF WITH LIGHTING EA 1.000 1.000 0700- 3-627 SIGN PANEL, REMOVE PANEL, 201-300 SF WITH LIGHTING EA 1.000 1.000 0700- 4-114 OVERHEAD STATIC SIGN STRUCTURE, FURNISH & INSTALL, CANTILEVER, 41-50 FT EA 1.000 1.000 0700- 4-610 OVERHEAD STATIC SIGN STRUCTURE, REMOVE CANTILEVER EA 1.000 1.000 0700- 4-620 OVERHEAD STATIC SIGN STRUCTURE, REMOVE SPAN EA 1.000 1.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE 25688155201 LS 1.000 1.000 0711- 1] 123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 72" FOR CROSSWALK AND ROUNDABOUT LF 225.000 225.000 0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 36.000 36.000 0711- 11-741 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.080 0.080 0711- 11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 1.000 1.000 0711- 11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 7.000 7.000 0711- 11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 1023.000 1023.000 0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 160.000 160.000 0711- 14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 2.000 2.000 0711- 14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW/ EA 2.000 2.000 0711- 16-101 THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID, 6" GM 0.541 0.541 0711- 16-201 THERMOPLASTIC, STANDARD -OTHER SURFACES, YELLOW, SOLID, 6" GM 0.183 0.183 0711- 16-202 THERMOPLASTIC, STANDARD -OTHER SURFACES, YELLOW, SOLID, 8" GM 0.303 0.303 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SUMMARY OF PAY ITEMS (2) SHEET NO. 4 USER: madellne.glassman 10/12/2020 12:03:48 PM Default T:\FDOT7\Projects\25688155201\roadway\cessrdOl.dgo THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. FLORIDA DEPARTMENT OF TRANSPORTATION PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: T7458 LEAD PROJECT . 256881-5-52-01 DISTRICT 07 COUNTY/SECTION 15150000 PROJECT(S) 25688155201 COUNTY : PINELLAS 0004 SUMMARY OF UTILITIES SPC ALT ITEM NUMBER !TEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 194.000 194.000 0639- 1-123 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER NOT REQUIRED AS 1.000 1.000 T 0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 194.000 194.000 T 1050- 16-002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 220.000 220.000 7 ZR FLORIDA DEPARTMENT OF TRANSPORTATION PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: T7458 LEAD PROJECT . 256881-5-52-01 DISTRICT 07 COUNTY/SECTION 15150000 PROJECT(S) 25688155201 COUNTY PINELLAS 0005 SUMMARY OF INTELLIGENT TRANSPORTATION SYSTEM SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL 0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 95.000 95.000 0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 674.000 674.000 T 0630- 2- 14 CONDUIT, FURNISH & INSTALL, ABOVEGROUND LF 120.000 120.000 T 0633- 2- 31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 6.000 6.000 T 0633- 3- 11 FIBER OPTIC CONNECTION HARDWARE, F&1, SPLICE ENCLOSURE EA 1.000 1.000 T 0633- 3- 73 FIBER OPTIC CONNECTION HARDWARE, F&1, PRETERMINATED CONNECTOR ASSEMBLY EA 1.000 7.000 T 0633- 3- 17 FIBER OPTIC CONNECTION HARDWARE, F&I, CONNECTOR PANEL EA 1.000 1.000 T 0633- 3- 51 FIBER OPTIC CONNECTION HARDWARE, ADJUST/MODIFY SPLICE ENCLOSURE EA 1.000 1.000 T 0635- 2- 11 PULL & SPLICE BOX, F&1, 13" X 24" COVER SIZE EA 4.000 4.000 T 0635- 2- 12 PULL & SPLICE BOX, F&1, 24" X 36" COVER SIZE EA 3.000 3.000 T 0635- 2- 13 PULL & SPLICE BOX, F&1, 30" X 60" RECTANGULAR OR 36" ROUND COVER SIZE EA 1.000 1.000 T 0639- 1-121 ELECTRICAL POWER SERVICE, F&1, UNDERGROUND, METER FURNISHED BY POWER COMPANY AS 1.000 7.000 T 0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 1085.000 1085.000 T 0639- 3- 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1.000 1.000 T 0639- 6- 1 ELECTRICAL POWER SERVICE- TRANSFORMER FURNISH & INSTALL EA 1.000 1.000 0641- 2- 12 PRESTRESSED CONCRETE POLE, F&1, TYPE P -I1 SERVICE POLE EA 2.000 2.000 0676- 2-142 ITS CABINET, FURNISH & INSTALL, BASE MOUNT WITH SUNSHIELD, 3365, 24" W X 46" H X 22" D EA 1.000 1.000 0676- 2-600 ITS CABINET- REMOVE EA 1.000 1.000 0684- 1- 1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 1.000 1.000 0700- 9-137 WALK-IN DYNAMIC MESSAGE SIGN, FURNISH & INSTALL- WITH UPS FULL COLOR, 201-300 SF EA 1.000 7.000 0700- 9-600 WALK-IN DYNAMIC MESSAGE SIGN, REMOVE EA 1.000 1.000 0700- 10-124 DMS SUPPORT STRUCTURE, CANTILEVER, 41-50 FT EA 1.000 1.000 FLORIDA DEPARTMENT OF TRANSPORTATION PROJECT SUMMARY OF PAY ITEMS FOR PROJECT: 256881-5-56-01 LEAD PROJECT 256881-5-56-01 DISTRICT 07 COUNTY/SECTION . 15150000 PROJECT(S) : 25688155601 COUNTY PINELLAS 0700 SUMMARY OF UTILITIES SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155601 QUANTITY TOTAL 0522- 1- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 24.000 24.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID 25688155601 LS 1.000 N 1.000 T 1050- 16-002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 55.000 55.000 T 1050- 16-004 UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" LF 35.000 35.000 T 1050- 18-004 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 8-19,9" LF 172.000 172.000 T 1050- 51-204 UTILITY PIPE- DUCTILE IRON/CAST IRON, FURNISH & INSTALL, WATER/SEWER, 4" LF 83.000 83.000 T 1050- 51-208 UTILITY PIPE- DUCTILE IRON/CAST IRON, FURNISH & INSTALL, WATER/SEWER, 8" LF 328.000 328.000 T 1055- 51-108 UTILITY FITTINGS, DUCTILE IRON/CAST IRON, FURNISH & INSTALL ELBOW, 8" EA 16.000 16.000 T 1055- 51-508 UTILITY FITTINGS, DUCTILE IRON/CAST IRON, FURNISH & INSTALL , CAP/PLUG, 8" EA 2.000 2.000 T 1080- 21-108 UTILITY FIXTURE, VALVE/METER BOX, FURNISH & INSTALL, 8" EA 2.000 2.000 T 1080- 21-600 UTILITY FIXTURE, VALVE/METER BOX, REMOVE EA 2.000 2.000 T 1080- 26-102 UTILITY FIXTURE, VAC/AIR ASSEMBLY, FURNISH & INSTALL 2" EA 2.000 2.000 T 1080- 29-104 UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH & INSTALL, 4" EA 10.000 10.000 T 1080- 29-108 UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH & INSTALL, 8" EA 40.000 40.000 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, 1R., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMAR Y OF PAY ITEMS (3) SHEET NO. 5 USER: madeline.glassman 10/15/2020 11:42:18 AM Default T:\FDOT7\Projects\25688155201\roadway\cessrd07.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. DO NOT 1156 cQ&STRUC,T1dN.14 Rl FORT D0CUM �JJi'A(I07 P�O�iINENITH D BAGI�CGOlLIl AEI DRMATIO.N. ON THIS SHEET FOR~ 05E5. THS SHEET IS'IN'1"HE'P7 :AND: TWASS1ST CONSTRUCT INAGE'5QNCERNS IMAGE 'b ITE: 2018 .. R/W LINE MORNINGSIDE EAST APARTMENTS STR. NO. DRAINAGE AREA S-1 0.10 S-2 0.48 5-3 1.10 S-4 0.38 5-9 0.04 S-10 0.21 S -10A 0.15 S-11 0.22 S -11A 0.10 S-12 0.21 5-13 0.16 5-14 0.27 EX -20 0.36 EX -26 0.18 EX -32 0.08 EX -33 0.12 R/W `CINE" -SR-5:5' U7 ' O1 PIPE CULVERT 24" RCP N INV = 9.01' OMANHOLE 36" RCP N INV 9.10' OPIPE CULVERT 24" RCP N INV 10.09' OCATCH BASIN 36" RCP N INV 9.89' 18" RCP W INV 12.85' 36" RCP S INV 9.37' OCATCH BASIN 18" RCP E INV 13.29' OMANHOLE 24" RCP N INV 10.20' 12" PIPE W INV 14.13' 12" PIPE W INV 14.10' 24" RCP 5 INV 10.16' ()CATCH BASIN 12" PIPE E INV 14.64' 12" PIPE E INV 14.65' 18" RCP W INV 13.00' OCATCH BASIN N/A OMANHOLE 18" RCP E INV 14.22' 10 CATCH BASIN N/A 11 CATCH BASIN 15" RCP E INV 13.95' 15" RCP SE INV 13.83' 12 CATCH BASIN 12" RCP E INV 14.45' 15" RCP W INV 14.23' 13 CATCH BASIN 12" RCP W INV 14.70' 14 CURB INLET 18" RCP N INV 11.81' IS CURB INLET 18" RCP E INV 11.75' 18" RCP 5 INV 11.71' 16 CURB INLET 24" RCP N INV 9.44' 3" PIPE INV 14.13' 24" RCP INV 9.46' 17 CURB INLET 18" RCP INV 10.00' 24" RCP S INV 9.58' 3" PIPE W INV 13.87' 18 CATCH BASIN 30" RCP N INV 10.06' 18" RCP W INV 11.11' 36" RCP S INV 10.06' 19 CATCH BASIN 18" RCP E INV 11.82' 20 CURB INLET 18" RCP N INV 11.60' 18" RCP S INV 12.07' 21 BACK OF SIDEWALK INLET N/A 22 CATCH BASIN / BOX CULVERT N/A 23 CATCH BASIN / BOX CULVERT N/A 24 CATCH BASIN 30" RCP 5 INV 10.54' 25 CATCH BASIN N/A 26 CURB INLET 18" RCP 5 INV 11.84' 27 MANHOLE / BOX CULVERT N/A 28 MANHOLE N/A 29 CATCH BASIN N/A 30 CATCH BASIN N/A 31 CATCH BASIN N/A 32 BACK OF SIDEWALK INLET N/A 33 CURB INLET 24" RCP N INV 10.80' 24" RCP 5 INV 10.78' 34 MANHOLE 18" RCP N INV 11.24' 18" RCP W INV 11.07' 24" RCP 5 INV 10.57' 35 CURB INLET 18" RCP 5 INV 10.32' 3" PVC W 14.64' REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SR 551 PINELLAS ROAD NO. COUNTY FINANCIAL PROJECT ID 256881-5-52-01 DRAINAGE MAP USER: madeline.glassman 10/8/2020 4:34:09 PM Default SHEET NO. 6 T: \FDOT7\Projects\25688155201\drainage\DRMPRDOI.DGN UNDER RULE 61G15-23.004, F.A.C. AND SEALE RONIC FILE DIGITALLY SIGN SURVEY SR 55 (U5 19) LIMITS OF CONST. VARIES 88'-90' LIMITS OF CONST. STANDARD CLEARING AND GRUBBING NBFR /---R/W LINE TRAFFIC DATA (US 19) FRONTAGE ROAD CURRENT YEAR = 2020 AADT = N/A ESTIMATED OPENING YEAR = 2023 AADT = N/A ESTIMATED DESIGN YEAR = 2043 AADT = N/A K = 9.9% D = 100% T = 8.0% (24 HOUR) DESIGN HOUR T = 4.0% DESIGN SPEED = 45 MPH POSTED SPEED = 35 MPH Exist. Conc. Barrier Wall--\ Exist. Conc. Exist. Type F C & G 10' 24' MILLING AND RESURFACING 9' 11' SHLDR. TRAVEL PAVT. LANE 1 Match Exist. A 4' CONST. TYPE F C & G BASE GROUP 1 LEVELING PAD (TYP B-12.5 ONLY) TYPICAL SECTION NO. 1 US 19 FRONTAGE ROAD (NB) 6' SWK. 2' LEVEL SOD 0.02 (MAX.) CITY OF CLEARWATER EASEMENT VARIES 40' - 49' SOD MIN. STA. 523+38.17 TO STA. 526+40.00 (q NBFR)* STA. 923+37.58 TO STA. 926+39.59 (12 SR 55 (US 19))* MILLING MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1") RESURFACING FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) 0 04 (TYP.) * EXIST. CONC. SIDEWALK (TO BE REMOVED) EXIST. C & G (TO BE REMOVED) CONST. CONCRETE SIDEWALK (4" THICK TYP.) 1 Natural Ground y NOTE: MILL & RESURFACE (ONLY) FROM STA. 516+65.70 TO STA. 523+38.17 BL NBFR / STA. 916+66.19 TO STA. 923+44.48 BL SR 55 (U5 19). "" NOTE: AREA OF PEDESTRIAN RAMPS OR DRAINAGE DITCH. SEE STRUCTURES PLANS AND DRAINAGE DETAIL SHEET FOR DETAILS. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TYPICAL SECTIONS (1) SHEET NO. 7 USER: madeline.glassman 10/ /2020 4:35:26 PM Default \\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd0l.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. @ SURVEY SR 55 (US 19) 88' STANDARD CLEARING AND GRUBBING LIMITS OF CONST.—\\N 1' +++ LIMITS OF CONST. Exist. Conc. Barrier Wall—\.. Exist. Conc. +++ CLEARING AND GRUBBING ONLY FOR THE MILLING DEPTH OF THE FRICTION COURSE AND STRUCTURAL COURSE TO BE PLACED BACK, SEE WIDENING/RECONSTRUCTION PAVEMENT JOINT DETAIL * NOTE: MILL & RESURFACE (ONLY) FROM STA. 528+65.02 TO STA. 530+80.00 BL NBFR / STA. 928+64.60 TO STA. 930+79.58 BL SR 55 (US 19). TRAFFIC DATA (US 19) FRONTAGE ROAD CURRENT YEAR = 2020 AADT = N/A ESTIMATED OPENING YEAR = 2023 AADT = N/A ESTIMATED DESIGN YEAR = 2043 AADT = N/A K = 9.9% D = 100% T = 8.0% (24 HOUR) DESIGN HOUR T = 4.0% DESIGN SPEED = 45 MPH POSTED SPEED = 35 MPH Exist. Type F C & G 23' (p NBFR 13' /—R/W LINE 9' MILLING AND RESURFACING 11' 5' WIDENING 11' SHLDR. PAVT. TRAVEL LANE 1 Match Exist. SEE WIDENING/RECONSTRUCTION PAVEMENT JOINT DETAIL TURN LANE EXIST. C & G (TO BE REMOVED) 0.03 6' CITY OF CLEARWATER EASEMENT VARIES (49' MAX.) SOD 2' LEVEL SOD _0 04 (TYP.) TYPICAL SECTION NO. 2 US 19 FRONTAGE ROAD (NB) CONST. TYPE F C & G BASE GROUP I LEVELING PAD (TYPE B-12.5 ONLY) STA. 526+40.00 TO STA. 528+65.02 (!E NBFR) STA. 926+39.57 TO STA. 928+64.60 (12 SR 55 (US 19)) MILLING MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1") RESURFACING FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) TURN LANE CONSTRUCTION OPTIONAL BASE GROUP 15 WITH (TYPE 8-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3 ") AND FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) 1-13" MIN. ' )..l 4„ Natural Ground CONST. CONCRETE SIDEWALK (4" THICK TYP.) WIDENING/RECONSTRUCTION PAVEMENT JOINT DETAIL PAVEMENT WIDENING/RECONSTRUCTION JOINT 1" FRICTION COURSE 1' OVERLAP OF 1" OF FRICTION COURSE AND 1.5" OF STRUCTURAL COURSE ACROSS PAVEMENT WIDENING/ RECONSTRICTION JOINT. REMOVE EXIST. PAVEMENT TO THE BOTTOM OF THE TOP LAYER OF PROPOSED STRUCTURAL COURSE. IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IGI5-23.004 1.5" STRUCTURAL COURSE w 2" STRUCTURAL COURSE _ x 0 K 0 U W CC REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 USER: madeline.glassman 10/8/2020 4:35:27 PM Default TYPICAL SECTIONS (2) SHEET NO. 8 \\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd0l.dgn THE OFFICIAL R/W LINE Natural Ground SBFR 12' 88' 3' Exist, Conc. Sidewalk Exist. Type F C & G TRAFFIC DATA (US 19) FRONTAGE ROAD CURRENT YEAR = 2020 AADT = N/A ESTIMATED OPENING YEAR = 2023 AADT = N/A ESTIMATED DESIGN YEAR = 2043 AADT = N/A K = 9.9% D= 100% T = 8.0% (24 HOUR) DESIGN HOUR T = 4.0% DESIGN SPEED = 45 MPH POSTED SPEED = 35 MPH MILLING & RESURFACING VARIES (16 11' TRAVEL LANE Match Exist. - 22') VARIES (2' - 8') SHLDR. PAVT. Exist. Conc. Barrier Wall TYPICAL SECTION NO. 3 US 19 FRONTAGE ROAD (SB) MILLING & RESURFACING STA. 224+89.84 TO STA. 228+33.16 SBFR) STA. 924+89.88 TO STA. 928+33.22 (I SR 55 (US 19)) MILLING MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1") RESURFACING FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) Exist. Conc. Barrier Wall Ig SURVEY SR 55 (US 19) REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P,E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TYPICAL SECTIONS (3) SHEET NO. 9 10/8/2020 4:35:27 PM Default \\pgafs02\projects (Tampa)\FDOT7\Projects\25688755201\roadway\typsrd0l.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A LIMITS OF CONST. R/W LINE �\ Natural Ground --•\ EXIST. CONC. SIDEWALK (TO BE REMOVED) STANDARD CLEARING AND GRUBBING CONST. HARN BLVD. 40' R/W @ SURVEY HARN BLVD. VARIES 0' - 11.29' 40' R/W LIMITS OF CONST. R/W LINE 2' (MIN.) SOD LEVEL 6' 0.02 (MAX.) SOD (6.77' MIN.), 4" 0.04 (TYP.) 11.5' VARIES VARIES VARIES (11' - 19.9') (8.7' - 11') (0' - 11.3) PROFILE GRADE POINT 0.02 0.02 6' SOD (15.38' MIN.) 4" 0,02 (MAX.) 2' LEVEL 0.03 (TYP.) CONST. CONCRETE SIDEWALK (4" THICK TYP.) TRAFFIC DATA CURRENT YEAR = 2020 AADT = 4600 ESTIMATED OPENING YEAR = 2023 AADT = 4700 ESTIMATED DESIGN YEAR = 2043 AADT = 5500 K = 9 % D = 54.5% T = 2.9% (24 HOUR) DESIGN HOUR T = 1.5% DESIGN SPEED = 30 MPH POSTED SPEED = 25 MPH 12" TYPE B STABILIZATION EXIST. C & G (TO BE REMOVED) CONST. TYPE F C & G TYPICAL SECTION NO. 4 HARN BLVD. STA. 47+42.92 TO STA. 48+52.16 (q CONST. HARN BLVD.) NEW CONSTRUCTION OPTIONAL BASE GROUP 10 WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3") AND FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) Natural Ground EXIST. CONC. SIDEWALK (TO BE REMOVED) CONST. CONCRETE SIDEWALK (4" THICK TYP.) EXIST. C & G (TO BE REMOVED) CONST. TYPE F C & G REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TYPICAL SECTIONS (4) SHEET NO. 10 10/8/2020 4:35:28 PM Default \\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd0l.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A LIMITS OF CONST. R/W LINE STANDARD CLEARING AND GRUBBING CONST. HARN BLVD. 11.5' 40' R/W SURVEY HARN BLVD. 40' R/W LIMITS OF CONST. —\1R/W LINE I SOD VARIES (2.53' MIN.) SOD VARIES LEVEL 0.02 (MAX.) Natural Ground I CONST. CONCRETE SIDEWALK (4" THICK TYP.) TRAFFIC DATA EXIST. CONC. SIDEWALK (TO BE REMOVED) CURRENT YEAR = 2020 AADT = 4600 ESTIMATED OPENING YEAR = 2023 AADT = 4700 ESTIMATED DESIGN YEAR = 2043 AADT = 5500 K = 9 % D = 54.5% T = 2.9% (24 HOUR) DESIGN HOUR T = 1.5% DESIGN SPEED = 30 MPH POSTED SPEED = 25 MPH (0' - 6.77') 4" SLOPE VARIES (0.04 MAX_) CONST. TYPE F C & G EXIST. C & G (TO BE REMOVED) 22' TRAVEL LANES 11' 11' V kikvostmansuttlei1 1 PROFILE GRADE POINT 0.02 0.02 4" 0.02 (MAX.) 12" TYPE B STABILIZATION RAMP APID,UDINGS SOD VARIES (5' MIN.) LEVEL CONST. CONCRETE SIDEWALK (4" THICK TYP.) CONST. TYPE F C & G EXIST. C & G (TO BE REMOVED) TYPICAL SECTION NO. 5 HARN BLVD. STA. 48+52.16 TO STA. 50+00.00 (L CONST. HARN BLVD.) NEW CONSTRUCTION OPTIONAL BASE GROUP 10 WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3") AND FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) EXIST. CONC. SIDEWALK (TO BE REMOVED) Natural Ground REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 USER: madeline.glassman 10/8/2020 4:35:29 PM Default TYPICAL SECTIONS (5) SHEET NO. 11 \\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrdOl.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A. Natural Ground--\ R/W LINE 28.5' R/W -i- CONST. HARN BLVD. —\ LIMITS OF CONST. --\1/4 51.5' R/W 30' MILLING AND RESURFACING 8.8' 11.2' Exist. Conc. Sidewalk -i< 10.0' MATCH EXIST. Exist. Drop Curb 1 MATCH EXIST. TYPICAL SECTION NO. 6 HARN BLVD. STA. 45+65.50 TO STA. 47+42.92 (4 CONST. HARN BLVD.) MILLING MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1") RESURFACING FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) R/W LINE LIMITS OF CONST. Exist. Drop Curb Natural Ground Exist. Conc. Sidewalk REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TYPICAL SECTIONS (6) SHEET NO. 12 USER: madeline.glassman 10/8/2020 4:35:29 PM Default \\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd0l.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 STANDARD CLEARING AND GRUBBING LIMITS OF CONST. SOD 3.3' (MIN.) 2' LEVEL Natural Ground —\ CONST. TYPE F C & G 1:6 1 I' CONST. ENT. A Exist. Easement 18' * VARIES (11' - 16') 1!1 0.02 F6 12" STA. 100+09.50 TO STA. 101+06.64 CONST. ENT. A LIMITS OF CONST. * EASEMENT STA. 100+09.50 TO 100+59.04 SOD 3.2 (MIN.) 2' LEVEL 1:6 Natural Ground CONST. TYPE F C & G TYPE B STABILIZATION STANDARD CLEARING AND GRUBBING LIMITS OF CONST.—\ Natural Ground--\ TYPICAL SECTION NO. 7 BAY COVE APARTMENTS TURNOUT CONSTRUCTION TURNOUT CONSTRUCTION SOD 3.4' (MIN.) 2' LEVEL> 1 6 CONST. TYPE F C & G OPTIONAL BASE GROUP 2 WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ") AND FRICTION COURSE FC -9.5 (TRAFFIC C) (1") (PG 76-22) CONST. ENT. B 11.5' 11.5' 1 0.02 LIMITS OF CONST. SOD `2' (MIN.) 2' LEVEL 1:6 12" \\\\\\\\\\` Natural Ground CONST. TYPE F C & G TYPE B STABILIZATION STA. 200+00.00 TO STA. 200+87.00 CONST. ENT. B REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TYPICAL SECTIONS (7) SHEET NO. 13 10/8/2020 4:35:30 PM Default \\pgafs02\projects (Tampa)\FDOT7\Projects\25688155207\roadway\typsrd07.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SURVEY SR 55 (US 19) 90' 1 SAW CUT STANDARD CLEARING & GRUBBING VARIES 6' - 7.4' SHLDR. PAVT. MILLING & RESURFACING VARIES 4' - 4.7 SHLDR. PAVT. SAWCUT 20' 11' TRAVEL LANE r 4' BIKE LANE REINFORCED SHOULDER BARRIER (STANDARD PLANS 521-001) CURB AND GUTTER BARRIER (STANDARD PLANS 521-001) Exist. Type F C & G EXISTING BARRIERS (TO BE REMOVED) 56" MEDIAN BARRIER (STANDARD PLANS 527-001) TYPICAL SECTION DETAIL NO. 1 US 19 FRONTAGE ROAD (NB) SIGN STRUCTURE STA. 517+10.81 TO STA. 518+13.49 (k NBFR) STA. 917+11.30 TO STA. 918+13.98 (q SURVEY SR 55 (US 19)) SHOULDER RECONSTRUCTION OPTIONAL BASE GROUP 6 WITH TYPE SP STRUCTURAL COURSE (TRAFFIC B) (2 3') AND FRICTION COURSE FC -5 (i") (PG 76-22) NBFR EXIST. CONC. BARRIER WALL TO BE REMOVED 56" MEDIAN BARRIER WALL (STANDARD PLANS 521-001) 11' TRAVEL LANE Exist. Type F C & G PROP. 4" CONC. CAP EXIST. CONC. CAP (TO BE REMOVED) TYPICAL SECTION DETAIL NO. 2 US 19 FRONTAGE ROAD (NB) SIGN STRUCTURE STA. 524+14.38 TO STA. 525+31.38 (fE NBFR) STA. 924+13.98 TO STA. 925+30.95 (I SURVEY SR 55 (US 19)) NBFR REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTME'N'T OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TYPICAL SECTION DE TAILS (1) SHEET NO. 14 10/8/2020 4:35:30 PM Default \\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrdOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 QUANTITY STR. NO. STATION CHAIN SIDE DESCRIPTION BARRELS STORM AND CROSS DRAIN OPTIONAL TYPE DITCH BOTTOM INLETS GUTTER INLET CURB INLETS PERF. TURF (SOD) REMARKS ROUND SHAPE D D MOD. V P-5 P-6 CLOSED FLUME 18" 24" < 10' < 10' < 10' < 10' < 10' SY P 5-1 47+45.92 Cy CONST. HARN BLVD. RT INLET, PIPE 1 41' 1 F P 5-2 47+53.92 C CONST. HARN BLVD. LT INLET, PIPE 1 193' 1 F P S-3 49+50.00 c CONST. HARN BLVD. LT INLET, PIPE 1 38' I F P 5-4 49+50.00 ' CONST. HARN BLVD. RT INLET, PIPE 1 21' 1 F P S-5 TO 5-8 NOT USED F P 5-9 100+45.29 c CONST. ENT. A LT INLET I TYPE II, INCLUDES 4" CONC. SLAB F P 5-10 524+90.00 B NBFR RT PIPE, INLET, PIPE 16' 1 10 2' WIDE SLOT (RT) F P S -10A 526+00.00 e NBFR RT INLET, PIPE 1 8' 1 6 2' WIDE SLOT (RT) F P 5-11 526+20.00 8 NBFR RT INLET 1 TYPE I F P S -11A 526+55.00 ¢ NBFR RT INLET, PIPE 1 51' 1 6 F P 5-12 527+24.30 8 NBFR RT INLET I I TYPE I F P S-13 527+24.30 e NBFR RT INLET, PIPE 1 70' 1 6 F P S-14 200+50.00 c CONST. ENT. B RT INLET I TYPE II, INCLUDES 4" CONC. SLAB F P F P F P F P F P F P F P F P F P F P F P F P F P F P F P F P F P F P F GRAND TOTALS - PLAN QUANTITY 363' 75' 2 2 1 1 2 4 28 FINAL QUANTITY REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA ,DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SU MARY OF DRAINAGE STl"UCTURIES SHEET NO. 15 USER: madeline.glassman 10/8/2020 4:35:32 PM Default T: \FDOT7\Projects\25688155201 \drainage\SUMDRDOI.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A Optional Materials Tabulation General Notes 1. The following conditions shall apply when the following optional pipe materials have been included in the optional pipe table: a. The minimum RCP class shall be class II. b. The minimum HDPE pipe class shall be class II (up to and including 60 -inch) c. When Spiral Ribbed Aluminized Steel Pipe is shown on the optional pipe material table, it shall only be allowed with the hugger band with 5 annular corrugations which provides a water tight joint. 2. A2000 PVC (ASTM F 949) pipe is not allowed for pipe diameters exceeding 36 -inch. PVC shall not be used in areas exposed to direct sunlight for extended periods of time, such as above ground, unshaded installations, endwalls, and mitered end sections. 3. Precast storm sewer manholes and inlets shall be provided with resilient connectors per FDOT Standard Specification 942-3. Communicate the type of pipe chosen and the type of resilient connector to be used, to the precastor, prior to the fabrication of any applicable structures. It is recommended that the type of resilient connectors and any required pipe adaptors for each structure be included in the drainage structure shop drawing submittal. Masonry sealing of pipe connections may be allowed where the pipe to structure connections meet any of the conditions listed below. Submit supporting documentation that provides the justification for elimination of the resilient connectors to the Engineer in all instances that a masonry seal is used. The exceptions where resilient connectors may not be required are as follows: a. The interface angle of connection between the structure and pipe is greater than the manufacturer's specification for maximum deflection angles, in either the horizontal or vertical direction. b. The structure and connections which fall outside the 1:2 roadway template control line as per Index 120-001 of FDOT Standard Plans. c. The remaining beam height of the single precast unit, from the top of that segment to the existing crown of pipe chosen, is less than 8 inches. d. Where elliptical pipes are specified on the plans. 4. Pipe material type installed on the projects shall be indicated on the as -built drawings. 5. The wall thickness specified for jack and bore casings is the minimum wall thickness required for corrosion purposes and to meet the required service life of the steel casing. Greater wall thicknesses are required for the structural loadings associated with the jacking of the casing. The cost of additional pipe thickness required for jacking shall be included in the cost of the pipe. STRUCTURE SIZE (Inches) MATERIAL PLOTTED AS BUILT REMARKS ALL PIPES 18" RCP, CLASS II 100 -YEAR DSL NRCP, CLASS II PP PVC, ASTM F-949 HDPE, CLASS II SRAP ALUMINUM, 16 GA SRASP ALUM. STEEL, 14 GA ALL PIPES 24" RCP, CLASS 11 100 -YEAR DSL NRCP, CLASS 11 PP PVC, ASTM F-949 HDPE, CLASS II SRAP ALUMINUM, 16 GA SRASP ALUM. STEEL, 14 GA REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 OPTIONAL MATERIIA LS' TABULATION SHEET NO. 16 USER: madeline.glassman 10/8/2020 4:35:33 PM Default T:\FDOT7\Projects\25688155201\drainage\DROMRDOI.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 0 O 0 O NOTE 89° 35' 35" 89° 35' 35" 90° 00' 00" 90° 00' 00" 21 SBFR STA. 210+00.00, 90.00' RT = /fSURVEY SR 55 (US 19) // STA. 909+99.19 0 910 510 N 1° 26' 4" E N 1° 26' 4" E N 1° 26' 4" E 215 915 515 SBFR @ SURVEY SR 55 (US 19) NBFR 19 SR 55 (US 19) (SB) N 1° 26' 4" E N2° 26' 4"E 220 221+20.81 ti Lu CL CONST. HARN BLVD._ S 89° 32' 21"E SURVEY HARN BLVD. POT STA. 45+60.00 m Lu w (N N m Lu 1"=200' CONST. HARN BLVD. STA. 50+00.00 = /! SBFR / STA. 226+67.58 @ SURVEY HARN BLVD. STA. 30+00.00 = 1g SURVEY SR 55 (US 19) STA. 926+56.75 END PROJECT /@ SURVEY SR 55 (US 19) STA. 928+64.60 = NBFR STA. 528+65.02 = Fp SBFR STA. 228+64.56 k_0° 52'--4^--E POT STA._ 935+-00.00 PI STA. 923+56.73 PI STA. 525+50.40 525 NO°52'4"E 530 POT STA. 535+00.42 N 5 BEGIN CONSTRUCTION SURVEY SR 55 (US 19) STA. 916+66.19 NBFR STA. 510+00.00, 0.00' RT = 1g SURVEY SR 55 (US 19) STA. 910+00.49 BEGIN PROJECT SURVEY SR 55 (US 19) STA. 923+37.58 = NBFR STA. 523+37.09 = SBFR STA.223+38.41 4" E co co co co END CONSTRUCTION le SURVEY SR 55 (US 19) CONST. ENT. B STA. 930+79.585 STA. 200+00.00 = NBFR STA. 528+28.52 CONST. ENT. A STA. 100+00.00 = NBFR STA. 523+73.82 CONST. 5 89° ENT. A 7' 56" E CONST. ENT. B S 89° 7' 56" E \BRIDGE NO. TBD STA. 926+29.03 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P,E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 PROJECT LAYOUT SHEET NO. 17 USER: madeline.glassman 10/8/2020 4:35:48 PM Default T:\FDOT7\Projects\25688155201\roadway\PLAYRDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. LEGEND: AH. B K. FIRC FPKD IRC LT. NAD NAVD N/A N.T.S. 0/S PKND PI PMON P.O.T. R RT. SIRC SMND SR STA. T X Y AHEAD BACK FOUND IRON ROD AND CAP FOUND PK NAIL & DISK IRON ROD AND CAP LEFT NORTH AMERICAN DATUM NORTH AMERICAN VERTICAL DATUM NOT AVAILABLE NOT TO SCALE OFFSET PK NAIL AND DISK POINT OF INTERSECTION POURED IN PLACE MONUMENT POINT ON TANGENT RANGE RIGHT SET 5/8" IRON ROD & CAP "LB7055 REF PT" SET MAG NAIL & DISK "LB7055 REF PT" STATE ROAD STATI O N TOWNSHIP EASTING NORTHING PROJECT CONTROL THIS PROJECT I5 LOCATED WITHIN SECTIONS 19 & 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST US 19/SR 55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARD PINELLAS COUNTY BEGIN PROJECT STA. 896+69.36 R 15 E + R 16 E 'roe a ir CLEARWATER 99 ) AIRPA,RK 550 Dellwood SA TY/HARBOR POP./i 7,203 Cooper PI pE orh , • h 11 FINIMEN NEE es -- R 0 NE' e I limodni.„ ST. PETERSBUPG-CLEARWATER INTERNATIONAL AIRPORT BUNKER HILL 'S Patch 4 LOCATION MAP (NOT TO SCALE) NOTES: 1. PROJECT LIMITS: STATION 896+69.36 TO STATION 935+00.00 ALONG SR 55. 2. THE BEARINGS AND COORDINATES SHOWN HEREON ARE RELATIVE TO STATE PLANE COORDINATES, FLORIDA WEST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983, ADJUSTMENT 2011 AND ARE BASED UPON A BEARING OF N 01° 26' 04" E BETWEEN STATION 896+69.36 AND STATION 923+56.73 AS SHOWN ON RIGHT OF WAY MAP FOR STATE ROAD NO. 55, WORK PROGRAM ITEM/SEGMENT: 256881 1 3. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988), BASED UPON CITY OF CLEARWATER BENCHMARKS "B-14", "C -14A", "D -14A" AND "E-14". 4. PROJECT UNITS: U.S. SURVEY FEET. 5. FIELD BOOK REFERENCES: 0037631. 6. GEOPAK ELECTRONIC DATABASE: job55.gpk 7. DATE OF SURVEY: JULY 3, 2018. CHIPLE PENSACOLA TALLAHASSEE PANAMA CITY \LV ACK SON TILLS LOCATION OF PROJECT END PROJECT STA. 935+00.00 NORTH TAMPA FT PIERCE NAPLES err FT LAUDERDALE MIAMI KEY WEST THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. WANTMAN GROUP, INC. 3111 W DOCTOR MARTIN LUTHER KING JR BLVD, SUITE 375 TAMPA, FLORIDA 33607 LICENSED BUSINESS NUMBER 7055 MARTIN J SHATTO, RLS NO. 5219 THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 51-17.062 SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THIS PROJECT CONTROL SURVEY WAS MADE FOR THE PURPOSE OF ESTABLISHING SECONDARY PROJECT NETWORK CONTROL AND THE BASELINE OF SURVEY FOR THE TRANSPORTATION FACILITY DEPICTED HEREON AND THAT SAID SURVEY WAS DONE UNDER MY RESPONSIBLE CHARGE AND MEETS STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. THIS MAP CONSISTING OF SHEETS CTL -01 THROUGH CTL -04 IS A TRUE, ACCURATE, AND COMPLETE DEPICTION OF THE RESULTS OF A FIELD SURVEY PERFORMED UNDER MY DIRECTION AND COMPLETED ON SEPTEMBER 5, 2018. MARTIN J SHATTO, RLS 5219 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 P/ OJECT CONTROL SHEET NO. 18 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 900 PROJECT CONTROL US 19/5R55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARD PINELLAS COUNTY 915 ST24 N 01°26'04" E BEGINNING OF SURVEY PI STA. 896+69.36 X 420361.9546 Y 1311004.6371 PKND CUMBEY & FAIR LB 2168 (AS PER R/W MAP 256881 1) ST26 !o�. �ST23 ST25 920 ST 14 ,A SURVEY LINE SR55(U519) PI STA. 923+56.73 ST 18 /\ ST2O ST 15 ST13, 925 0 100 200 NORTH P.O.T. STA. 92+53.00 400 600 800 Scale: 1" = 200' /X 419686.7936 Y 1313997.1606 ST17 NO CORNER FOUND OR SET ST19 916 o> (.1-1 N m M Z Cncc ao Q (n z /, ST16 �� ST02 �,STO4 ��\ /°930 AST 11 A STO6 �o\STO8 5T09 X 420429.2255 Y 1313691.1633 IRC 1/2" CUMBEY & FAIR LB 2168 (AS PER R/W MAP 256881 1) b\ST21 STO1�� ST22 N 00°52'04" E ST10 STO3 n ST05�/ ST07� �0 P.O.T. SURVEY LINE SR55 STA. 926+56.75 PI SURVEY LINE HARN STA. 100+00.00 X 420433.7694 Y 1313991.1505 NO CORNER FOUND OR SET END OF SURVEY STA. 935+00.00 X 420446.5408 Y 1314834.3022 PKND CUMBEY & FAIR LB 2168 (AS PER R/W MAP 256881 1) THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN. JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 PROJECT CONTROL SHEET NO. 19 PROJECT CONTROL US 19/SR55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARD PINELLAS COUNTY PROJECT CONTROL HORIZONTAL DATUM: NAD83/2011, VERTICAL DATUM NAVD 1988 POINT NAME (Y) NORTHING (X) EASTING SCALE FACTOR CONVERGENCE LATITUDE LONGITUDE BASELINE STATION OFFSET (Z) ELEVATION DESCRIPTION ST01 1313956.1625 420544.3586 1.00000481 00020'31.4" 27°56'47.39216" 82°43'47.31790" 926+23.44 111.11 RT. 15.966' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" 5T02 1314095.6564 420337.3858 1.00000492 00020'32.5" 27056'48.76111" 82°43'49.63490" 927+59.78 97.96 LT. 17.064' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAY LB7055" STO3 1314299.5402 420578.5419 1.00000479 00°20'31.3" _ 27056'50.79410" 82°43'46.95961"929+67.30 140.09 RT. 16.436' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" STO4 1314257.8049 420339.9268 1.00000492 00°20'32.5" 27°56'50.36675" 82°43'49.61737" 929+21.95 97.87 LT. 17.015' SET MAG NAIL AND DISK STAMPED "GPS/TRAY LB7055" STO5 1314459.1339 420572.9493 1.00000480 00°20'31.3" 27°56'52.37396" 82°43'47.03259" 931+26.79 132.08 RT. 16.180' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" STO6 1314427.6450 420295.5740 1.00000495 00°20'32.8" 27°56'52.04578" 82°43'50.12321" 930+91.10 144.79 LT. 17.945' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7066" STO7 1314624.9135 420563.4279 1.00000480 00°20'31.4" 27°56'54.01485" 82°43'47.14979" 932+92.40 120.05 RT. 16.307' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" STO8 1314604.2948 420282.2294 1.00000495 00020'32.9" 27056'53.79406" 82°43'50.28378" 932+67.53 160.81 LT. 18.297' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" STO9 1314767.7385 420292.1523 1.00000495 00020'32.8" 27°56'55.41297" 82°43'50.18403" 934+31.10 153.36 LT. 19.877' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST10 1314778.6420 420544.2561 1.00000481 00°20'31.5" 27°56'55.53584" 82°43'47.37379" 934+45.82 98.55 RT. 17.512' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" ST11 1314368.3708 420125.4807 1.00000504 00°20'33.7" 27°56'51.44881" 82°43'52.01579" 930+29.26 313.97 LT. 19.510' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST13 1313899.6493 420326.5977 1.00000493 00°20'32.5" 27°56'46.81973" 82°43'49.74212" 925+63.64 105.77 LT. 17.609' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" ST14 1313702.6330 420327.3957 1.00000493 00°20'32.5" 27°56'44.86904" 82°43'49.72010" 923+66.65 101.99 LT. 17.907' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST15 1313953.3422 420225.1995 1.00000498 00°20'33.1" 27°56'47.34536" 82°43'50.87627" 926+15.79 207.97 LT. 18.165' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" ST16 1314034.7667 420192.7382 1.00000500 00°20'33.3" 27°56'48.14965" 82°43'51.24364" 926+96.71 241.66 LT. 17.319' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" ST17 1314023.6013 419715.2782 1.00000526 00°20'35.7" 27°56'48.01081" 82°43'56.56649" 926+78.32 718.90 LT. 17.253' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" ST18 1313948.1230 419711.2348 1.00000526 00°20'35.8" 27°56'47.26323" 82°43'56.60653" 926+02.78 721.80 LT. 17.823' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST19 1314019.7489 419919.2973 1.00000515 00°20'34.7" 27056'47.98476" 82°43'54.29145" 926+77.55 514.85 LT. 17.606' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST20 1313951.8847 419941.7982 1.00000514 00°20'34.6" 27°56'47.31414" 82°43'54.03604" 926+10.04 491.32 LT. 18.292' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST21 1313701.3090 420542.5184 1.00000481 00°20'31.4" 27°56'44.86865" 82°43'47.32145" 923+68.59 113.13 RT. 16.838' SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055" ST22 1314105.4891 420557.9702 1.00000480 00°20'31.4" 27°56'48.87151" 82°43'47.17607" 927+72.96 122.45 RT. 15.030' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST23 1313088.6536 420313.5691 1.00000494 00°20'32.5" 27°56'38.78898" 82°43'49.83336" 917+51.51 100.54 LT. 15.704' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST24 1312955.0218 420318.9026 1.00000493 00°20'32.4" 27°56'37.46615" 82°43'49.76499" 916+18.06 91.86 LT. 14.797' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST25 1313150.3190 420507.4454 1.00000483 00°20'31.5" 27°56'39.41101" 82°43'47.67583" 918+18.01 91.73 RT. 16.365' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" ST26 1312959.6144 420502.7016 1.00000483 00°20'31.5" 27°56'37.52249" 82°43'47.71603" 916+27.25 91.77 RT. 14.296' SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055" EXISTING VERTICAL CONTROL NAVD 88 POINT NAME (Y) NORTHING (X) EASTING SCALE FACTOR CONVERGENCE LATITUDE LONGITUDE BASELINE STATION OFFSET (Z) ELEVATION DESCRIPTION B-14 1311020.4500 420466.8700 N/A N/A N/A N/A N/A N/A 6.268' FOUND 12" PMON WITH PINELLAS COUNTY ENGINEERING DISK "CAMPUS G" C -14A 1314118.5860 420345.1820 N/A N/A N/A N/A N/A N/A 16.592' FOUND BRASS CITY OF CLEARWATER DISK STAMPED "C14A" D -14A 1316433.9110 420379.8486 N/A N/A N/A N/A N/A N/A 25.213' FOUND BRASS CITY OF CLEARWATER DISK STAMPED "D14A" E-14 1319008.5400 420757.9200 N/A N/A N/A N/A N/A N/A 47.385' FOUND 6" PMON WITH A CITY OF CLEARWATER DISK STAMPED "E14" REVISIONS MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 7�� 7� TRO/LS PROJ t(� fI CONTROL PROJECT SHEET NO. DATE DESCRIPTION DATE DESCRIPTION ROAD NO. COUNTY FINANCIAL PROJECT ID 20 SR 55 PINELLAS 256881-5-52-01 BEGINNING OF SURVEY PI STA. 896+69.36 PKND CUMBEY & FAIR LB 2168 (AS PER R/W MAP 256881 1) FPKD LB6429 Lk) FPKD LB6429 NJ 03 v c)O SURVEY LINE 1.11 SR 55 (US HIGHWAY 19) N 01°26'04" E �90 cr, JS % PROJECT CONTROL US 19/SR55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARD PINELLAS COUNTY FPKD LB6429 J FPKD LB6429 w FPKD LB6429 SIRC N 03 FPKD LB6429 TP/RP SIRC N 01°26'04" E SMND O J O NJ SURVEY LINE SR 55 (US HIGHWAY 19) N 00°52'04" E PI STA. 923+56.73 IRC 1/2" CUMBEY & FAIR LB 2168 (AS PER R/W MAP 256881 1) FPKD LB6429 TP/RP O N-) J UJ SMND 0 50 NORTH 100 200 300 N 00°52'04" E Scale: 1" = 100' FPKD LB6429 TP/RP l0 03 SIRC SURVEY LINE SR 55 (US HIGHWAY 19) P.O.T. STA. 933+00.00 PKND LB 6429 R/W CONTROL (AS PER R/W MAP 256881 1) FIRC LB6429 TP/RP v IL SEALED UNDER RULE 61G15-23.004, REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 S TATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 PROJECT CONTROL SHEET NO. 21 GENERAL NOTES 1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD I5: MARTIN J. SHATTO RLS NO.: 5219 WANTMAN GROUP, INC. 3111 W DOCTOR MARTIN LUTHER KING JR BLVD., SUITE 375 TAMPA, FL 33607 LICENSED BUSINESS NO.: 7055 3. SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE: N/A 4. ABBREVIATIONS: NBFR BASELINE OF SURVEY NORTHBOUND FRONTAGE ROAD SBFR BASELINE OF SURVEY SOUTHBOUND FRONTAGE ROAD Drwy. DRIVEWAY LT LEFT RT RIGHT 5. SUBMIT FAA FORM 7460 TO THE DEPARTMENT (THE PROJECT I5 LOCATED WITHIN (5) FIVE MILES OF ST. PETE-CLEARWATER INTERNATIONAL AIRPORT.) 6. SOILS IN THE VICINITY OF DRAINAGE STRUCTURE 5-3 AT APPROXIMATE STA.49+50.00; 12.25LT WERE FOUND TO CONTAIN TOTAL RECOVERABLE PETROLEUM HYDROCARBONS IN EXCEEDENCE OF CLEANUP TARGET LEVELS FOR COMMERCIAL/INDUSTRIAL DIRECT EXPOSURE. SOIL EXCEEDING COMMERCIAL/INDUSTRIAL DIRECT EXPOSURE REGULATORY LIMITS IS TO BE REMOVED AND DISPOSED OF BY THE DISTRICTS CONTAMINATION AND REMEDIATION (CAR) CONTRACTOR. THE CAR CONTRACTOR WILL PROVIDE REPLACEMENT BACKFILL IN THE FORM OF FDOT-SELECT FILL AT A 1 TO 1 RATIO (e.g. TCY FOR TCY) FOR REMOVED AND DISPOSED OF SOIL. 7. TWO EXISTING GROUNDWATER MONITORING WELLS WERE NOTED NEAR THE FDOT RIGHT-OF-WAY IN THE AREA OF DRAINAGE STRUCTURE S-3. THE MONITOR WELLS ARE TO BE PROPERLY ABANDONED BY THE DISTRICT'S CONTAMINATION ASSESSMENT AND REMEDIATION (CAR) CONTRACTOR AS DETERMINED BY THE ENGINEER AND CONTRACTOR. 8. THE CONTRACTOR /S TO ENSURE THE DISTRICT'S (CAR) IS NOTIFIED A MINIMUM OF THREE WEEKS PRIOR TO ANY WORK BEING PERFORMED IN THE IDENTIFIED AREAS. 9. THE CONTRACTOR I5 TO COORDINATE WITH PSTA FOR CONSTRUCTION AND MOT ACTIVITIES THAT WILL AFFECT SERVICE TO THE EXISTING BUS STOP LOCATED ON THE NBFR. 10. THE CONTRACTOR IS TO CONTACT BAY COVE APARTMENTS PRIOR TO CONSTRUCTION BEGINNING ON THEIR PROPERTY: EASLY HOOF EASLEY.HOOF@CARROLLORG.COM JASON CRONK JASON.CRONK@CARROLLMG.COM TRACY WILLIAMS TRACY.WILLIAMS@CARROLLMG.COM OFFICE (404)-812-8204 11. EXISTING R/W SHOWN IN THE PLANS WAS BASED ON FOOT R/V✓ MAPS: - SECTION 1515-104 - WPI/SEGMENT 256881 1 12. SOIL CONTAMINATION WAS IDENTIFIED IN THE VICINITY OF DRAINAGE STRUCTURE 5-3 AT APPROXIMATELY STA. 49+50.00 TWO GROUNDWATER MONITORING WELLS WERE IDENTIFIED AT THE FORMER PREFERRED RENT -A -CAR FACILITY LOCATED AT 19206 US 19. THE MONITOR WELLS ARE TO BE PROPERLY ABANDONED BY THE DISTRICTS CONTAMINATION ASSESSMENT AND REMEDIATION (CAR) CONTRACTOR. THE CONTRACTOR I5 TO ENSURE THE DISTRICT'S CONTAMINATION ASSESSMENT/REMEDIATION CONTRACTOR (CAR) IS NOTIFIED A MINIMUM OF THREE WEEKS PRIOR TO ANY WORK BEING PERFORMED IN THE ABOVE IDENTIFIED AREAS. REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 S TATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 GENERAL NOTES SHEET NO. 22 10/8/2020 4:35:56 PM Default T:\FDOT7\Projects\25688155201\roadway\GNNTRD01.dgn 4- 4 -- 912 SL055 Exist. Concrete Exist. Type F C & G / Exist. Barrier Wall __J SR 55 BEGIN CONSTRUCTION SURVEY SR 55 (US 19) STA. 916+66.19 Exist. Barrier Wall 4 - Exist. Overhead Sign_ Truss Structure Exist. Overhead Sign Truss Structure Exist. Type F C & 6 Exist. Barrier Wall Exist. Concrete BEGIN MILLING AND RESURFACING36" RCP -- — — +6570 — -L} - �--b: $ NBFR 36_RCP 512 OFOC 513-----,.r 0-tj OFOC OFOC – - – -- Tr c -- – £ – - OF - wn >> 6(C) 912+92.27 r OFOE 100.04' RT Or 1� SR :515 (US- -19) (NB) FRONTAGE ROAD 514 t='r- 515 - =rjfir, ?�) - - - - 1,1,07).)-6[01._ - - k=<0,..q),- = N1°2f OFOC - - - :gun): = OFOC - ';'i* q5 CE_ rF.x4„sI' 6'- Side6eL 01 (3C = NBFR 516., 01-00= F -- OQC-- FOE ' R./W- LINE - ewalk a- OFOC-_- pFOC ELIst- 4* . -9'W L I NE L'ERR'-S 8�. R/W LINE qN PETALS (2) Eist.Type FC&G Exist. Pole - CROWN ACURA BACKGROUND AERIAL IMAGE DATE: 2018 0 0 O1 0 0 A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 ROAD TVA Y PLAN (1) Si 55 SHEET NO. 23 USER: madeline.glassman 10/15/2020 11:25:33 AM Default T:\FDOT7\Projects\25688155201\roadway\PLANRD01.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 0 0 0 ■ A 0 0 O1 0 AUDI CLEARWATER U-STOR N' LOCK 1" = 40' 0 N R/W LINE 'Exist: Type -F- C &�`6 N 1° 26' 4"E SBFR 220 121- SR 55 (US''19 ), (SB) FRONTAGE ROAD Exist. Type F C & G Exist. Overhead Sign Truss :Structure 2222 Exist. 6' Sidewalk 5 2° 26' 4" W Exist. Concrete N' 1 ° 26' 4" E -► SEE PLAN DETAILS (2) $ SURVEY SR 55 (US 19) SR 55 (US 19) (NB) 0 36" RCP 0 t{�S� OFOlbEkafSf 7Si8� CJFOE _ "' OFOC - FOC i ', _ OF �rai� 3 OEE F•O rT, '918 6 FOF_ 100.04 RT`; . 918+87.05 140.04' RT CITY OF CLEARWATER =- 40' EASEMENT IMPERIAL COVE APARTMENTS BACKGROUND AERIAL IMAGE DATE: 2018 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 ROADWAY PLAN (2) SR55 USER: madeline.glassman 10/8/2020 4:38:15 PM Default SHEET NO. 24 T:\FDOT7\Pro jects\25688155201\roadway\PLANRD02.dgn THE OFFICIAL RECORD OF THIS SHEET I5 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. LEGEND 4" CONC. SWK. (6' WIDTH) 6" CONC. SWK. (6' WIDTH) DETECTABLE WARNINGS MILLING & RESURFACING O 90° 24' 25" 24" RCP CLEANERS z R/W LINE SPEEDWAY N 1°26'4"E 224' 24" RCP Exist.Type FC&G +81.99, 24.83' RT CONST. HARN BLVD. +85.42, 28.47' RT C CONST. HARN BLVD. +90.74, 30.24' RT C CONST. HARN BLVD. 4" NON -REINFORCED DITCH INDEX 524-001 PAVEMENT MATCH EXIST. DITCH PAVEMENT GEOMETRY Exist. Type F C & G -225Ex`ist.E6` Sidewalk 24" RCP N 0° 52"..-4" .. BEGIN MILLING AND RESURFACING 89.84 \ SBFR , J Z CC 2 MATCHLINE STA. 49+80.00 SEE ROADWAY PLANS (5) 1 926+95.83 99.95' LT ,- R/W LINE +92.25, 35.88' LT CONST HARN BLVD MATCH EXIST. 18" RCP-,,.-:.; Exts0F89oA. wafk-228 1" = 40' NEW WAVE AUTO SALES END MILLING AND RESURFACING +33.16 SBFR T SR 55 (US 19) (SB) FRONTAGE ROAD +03.. _ = 88.00' LT v_ PC, +03.41 0220 -LT END PROJECT SBFR '. F. -SURVEY: SR 55 (US 19) STA. 928+64.60 _CONST. TYPE F C & G VD. REMOVE EXIST. PIPE UP TO CONC JACKET LOCATON Exist. Barrier Wall BEGIN PROJECT__ SURVEY SR 55 (US 19)' STA. 923+37.58- cc Exist. Barrier Wall BEGIN GUIDERAIL +05.48 CONNECT TO EXIST. 926+16.25 99.95' LT CONST. TYPE F C & G +91.74, 36.12' LT C CONST. HARN BLVD. PC, +31.40, 0.00' LT SBFR END GUIDERAIL SR 55 (US 19) (SB) 924 925 +37.50, 96.58' LT 926 4 CONST. HARN B. 'STA. 50+00.00 = SBFR STA. 226+67.58 0 SURVEY9HARN BLVD. 38' OF 18" PIPE N 1° 26' 4" E PI STA. 923+56.73 CONST.__ ENT. A STA. 100+00.00 = NBFR STA. 523+79.82 N 00' 52' 4" E. ---@.-SURVEY-HARN BLVD STA. 30+00.00 = - -SURVEY SR 55 (US 19) 0 SURVEY SR 55 (US 19) a CONST. ENT B STA. 200+00.00 = NBFR STA. 528+28.52 PLUG AND FILL EXIST. PIPE Exist. Barrier Wall NO°52' 4"E ,-70' OF 18" PIPE X89- 12.00'95RT PLUG AND FILL -:-EX I ST . PIPE REMOVE"EXIST. 'I(LET TO -+92=0 - _ REMOVE 1EXUST 12.00' RT INLET NBFR_ Exist. Barrier Wall SEE PLAN DETAILS (2) STA. 926+56.75 SR +40.00 1.00' LT _B NBFR, PROP. SIGN Exist. 0 -00' -RT Type F C & G NBFR ,••♦ N 1° 26' 4" E 36" RCP 923+57.36 100 05' AT,, +4309'', 0.62 -RI- NBFR RONAGE' "B AD` 525 ti 8, OF 24" PIPE- CON JACl ET Exist. Concrete +39.09 8A0'. -RT- X45.00 - k5r10A NBFR' tBFR 8 OF 24 ,PIPE_ Nr 0" -1:7'56" W 55 (US 19) (NB) 36" RCP N 0' RT END CONC. SWK +65.02, 0.00' RT NBFR MATCH EXIST. • 30" RCP '. Exist. Concrete 0 o -1- Exist- 6 BF OC +44.09 19.24' RT (� NBFR MATCH EXIST. tTS91 0.00' LT NBFR 00 CONST. PStA BUS PA FOUNDATION: +35.00, 14.00' RT -NBFR G'42' IST. TYPE F C & G EXIST. 6' SIDEWALK TO BE REMOVED +45.00 R-0( 1-4DOORilC3f NBFR •1I' .. JA MOV EXf LE XIST. 'IPE 'NBFR o k +94.00 o l-' 20.00' RT NBFR CONST. TYPE F C & G FOR ENTRANCE 8, SEE PLAN DETAIL SHEET CR -D 2228+71.73 100.05' RT 923+57.62 139.97' RT +15.73 8.00' RT NBFR +29.00 56.02 NB 923+57.67 149.05' RT FOR ENTRANCE SEE PLAN DETAIL SHEET 630-2-11 1 RUN AT -' CONST. ENT. A m CITY OF CLEARWATER 40' EASEMENT 194 LF 639-2-1 1 RUN AT RT +34.90 FR 28.98' RT NBFR +38.73 29.05' RT NBFR 194 LF 639-1123 1 AS, 2" CONDUIT LICENSE AGREEMENT TO BE OBTAINED POT STA. 101+20.00 +95'.'56 50.82' RT NBFR +95.46 56.82' RT NBFR +95.44 NBFR MATCH EXIST. +04.92 56.98' RT NBFR +04.90 NBFR MATCH EXIST. 'SEE SHEET 30 FOR BUS PAD DETAILS S -11A +46.96 30.31' RT NBFR +46.80 39.10' RT NBFR +34.72 38.89' RT B NBFR 58.02' RT NBFR BAY COVE APARTMENTS CITY OF CLEARWATER 49' EASEMENT 928+71.82 149.05' RT LICENSE AGREEMENT TO BE OBTAINED CONST. ENT. B NOTE: ALL STATION AND OFFSETS ON THIS SHEET ARE FROM 0 SURVEY SR 55 (US 19) UNLESS OTHERWISE NOTED. STA.' 201+20.00 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, IR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 S TA TE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 ROADWAY PLAN (.7) SR SHEET NO. 25 USER: madeline.glassman 70/15/2020 11:27:06 AM Default T:\FDOT7\Projects\25688155207\roadway\planrd03.dgn THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 R/W LINE Exist. Pole Exist. Pole 1"=40' BFO (D) BFOC(D)-;' Exist. Pole SBFR Exist. Concrete FOC(l lcist. 6' Sidewalk -BFOC(D) - SR 55 -(US 19) (SB) FRONTAGE ROAD Exist. Concrete' - BFOC(D) 0 0 0 0 4- 929 END CONSTRUCTION 63 SURVEY SR 55 (US 19) STA. 930+79.58 930 Exist. Type F C & G SR 55 (US 19) (SB) 931 932 SR 55 (US 19) (NB) Exist. Barrier Wall I? SURVEY SR 55 (US 19) 933 934 N0°52'4"E Exist. Barrier Wall Exist. Type F C & G Exist. Concrete '. -SR -55 (US 19) , (NB) FRONTAgE—ROAD @. NBFR 532 T x15t-, Sid ewaik 534 Exist. Pole —147W -LINE Exist. Pole END MILLING AND RESURFACING +80.00 NBFR Exist. Pole Exist. Pole Exist. Pole FGT EASEMENT ARBOR OFFICE PARK REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 ROADWAY PLAN (4) R �55 SHEET NO. 26 10/ /2020 4:39:33 PM Default T:\FDOT7\Projects\25688155201\roadway\PLANRD04.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 • +56.92, 19.00' RT O +62.92, 19.00' RT O +53.85, 21.48' RT O +56.92, 21.48' RT O+53.78, 31.23' RT O +62.92, 31.23' RT O PT, +74.74, 11.00' RT HO +74.74, 19.00' RT O +79.67, 19.73' RT OREMOVE EXIST. CURB INLET, PIPE & CURB INLET MORNINGSIDE EAST 2 APARTMENTS Exist. Asph. Drwy. +84.00 28.40' L +82.01 CONST. 6' SIDEWALK +25.00 25.77' L +20.00 26.69' L 48+18.23 11.00', L 20.69' LT +70.00 26.08' L END TRANSITION TO TYPE F C & G BEGIN TYPE F C & G 47+45.88, 10.79' LT END DROP CURB BEGIN TRANSITION TO TYPE F C & G 47+42.92, 10.49' LT MORNINGSIDE EAST 1 APARTMENTS -,BFOC(D)- Exist. 4' Sidewalk r'F Rdrop'CUirb -'BFOC(D)--r POT. STA 45+60.00 Exist. Type E C & G BEGIN MTLLING AND RESURFACING +65.50 ___ C_COpt6, HAR(,,_BLVD. N89°32'21"W CONST. HARN BLVD. +42.92, 11.29 RT R ' 41 41' OF 78" PIPE HARN BOULEVARD +42.92 8.70' L END MILLING AND RESURFACING +42.92 CONST. HARN BLVD. R/W LINE SAWCUT +70.00 22.10' LT +08.00 28.38' L AWCUT NEW WAVE AUTO SALES CONST. 6' SIDEWALK EXIST. 4' SIDEWALK (TO BE REMOVED) CONST. TYPE F C & G 193' OF 18" PIPE +76.00 28.35' L +76.00 25.77' L SAWCUT +42.00 25.77' LT +42.00 28.37' L +75.26 19.00' L PT, +75.26 11.00' LT +62.32 19.00' L +55.74 25.77' L REMOVE EXIST. CURB INLET 21' OF 18" PIPE Exist 4' Sidewalk -- -r. { BFOC(D)-- - ,'BFO3(DJ f -- - % SAWCUT N 89° 32' 21" W +52.16 SURVEY HARN BLVD Exist, 4'. Sidecyalk Exist. 4' Sidewalk R/W LINE Exist. 4' Sidewalk WATERFORD APARTMENTS 6" CONC. SWK. MILLING & RESURFACING +27.91, 31.28' RT MATCH EXIST. BEGIN DROP CURB +32.91, 33.78' RT END DROP CURB BEGIN TRANSITION TO SHOULDER GUTTER +37.91, 33.77' RF CONST. TYPE F C & G +03.87 29.01' RT 12" -RCP 15" RCP +03.81- 37.29' RT REMOVE EXIST. CURB INLET, +97.81 PIPE & CURB INLET 37.24' RT +42.91 31.27' RT END TRANSITION TO SHOULDER GUTTER BEGIN DROP CURB +53.53, 31.84' RT FIRST CHOICE CHIROPRACTIC SPEEDWAY +69.42 36.03' RT BEGIN TYPE F C & G END TRANSITION +63.05, 27.53' RT +69.42 46.45' RT BEGIN 4" CONC. SWK. +63 42 46 45' RT MATCH EXIST. END DROP CURB BEGIN TRANSITION +57.15, 28.63' RT CONST. DROP CURB NOTE: ALL STATION AND OFFSETS ON THIS SHEET ARE FROM C CONST. HARN BLVD. UNLESS OTHERWISE NOTED. a 0 cc cc Lu w rn •1 - Lu W J Iv 07) 6 r+� REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 ROADWAY PLAN (5) HARN /i; LVD. USER: madeline.glassman 10/8/2020 4:40:06 PM Default SHEET NO. 27 T: \FDOT7\Projects\25688155201\roadway\planrd05.dgn THE OFFICIAL RECORD OF THIS SHEET I5 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. NB)- W(B)- dP4r1j ) N 1° 26' 4" E PC, +44.01, 11.00' RT NBFR c 36" RCP Exist. Type F C & G r TPW(6) N0°52'4"E W(B)- - - ,-CONST. ENT. A ,A. 1006R00:00 - - - - -W(B)- W(Br - ,IJ'W '''PW,1(BSR- 55- (US 191g7(6) - STA. 523+79.82 (NB) FRONTAGE ROAD NBFR PC, +15.91, 0.00' LT _♦ NBFR 524 CURB RETURN 1 ;CONST. TYPE F C & PT; - +35.92, 11.00' RT CL CONST. ENT. A END TYPE F C & G BEGIN TRANISTION'TO TYPE D CURB ,v +40.00, 12.50 RT CONST. ENT. A CURB RETURN 2 PT, +25.00, 11.00' LT C CONST. ENT. A CONST. TYPE F C & G +57.62 139.97' RT END TRANISTION TO TYPE D CURB BEGIN TYPE D CURB +46.00,11.67' RT C CONST. ENT. A +57.67 +73.21RT SEE DRAINAGE DETAILS CITY OF CLEARWATER 49' EASEMENT 11.00' RT C CONST. ENT. A • END TYPE ,F C .& G_ : . BEGIi1'TRANISTIONTTO-TYPE `12 CURB +52.50, 12.50' LT C CONST. ENT. A CONST. TYPE D CURB C CONST. ENT. A +93.21 16.04 RT CONST. ENT. A +06.64, 16.04' RT CONST. ENT. A MATCH EXIST. END TRANISTION TO TYPE D CURB BEGIN TYPE D CURB +58.50, 11.17' LT C CONST. ENT. A +97.27 11.00 LT C CONST. ENT. A -."-----CONST. TYPE D CURB +06.64 17.50' LT C CONST. ENT. A MATCH EXIST. LICENSE AGREEMENT TO BE OBTAINED POT STA. 101+20.00 ENTRANCE A RUB) - NPlf1( -Exist. Tyne FFE} SR 55 (US 19) ( r: W(B) 30" RCP-, W(CONST. ENT. B A. 200+00.00= NBFR vi/(E0 STA. 528+28.52 (B) /---W(C3pRB-RETURN Z_ _ W( PC, +65 02 0.00' RT NBFR1 ' tL FRONT6GE RD co 52a' _.' NBFR PC, +12.00, 11.00' RT BL NBFR (8)30d9 (8)3038Jr 6FOR/WE(LINB) y E 585(8 roN 0° 52=-4 E— o° SEE DRAINAGE DETAILS END TYPE F C & G BEGIN TRANSITION TO TYPE 0 CURB +58.00, 13.00' RT CURB RETURN 1 PT, +37.14, 11.50' RT C CONST. ENT. 8 CONST. TYPE F �� C & G C CONST. ENT. 6 3 PT, +25.00, 11 50' LT \___C CONST. ENT. B +71.73 100.05' RT i_. R/W LINE CONST. TYPE F C &-G BEGIN STRAIGHT END ,CURB TRANSITION +48.22, 13.50' LT CONST. ENT. B OF"CL'EARWATER 49' EASEMENT END TRANSITION TO TYPE D CURB BEGIN TYPE D CURB +64.00, 11.67' RT CONST. ENT. 6 LEGEND 4" CONC. SWK. (6' WIDTH) 6" CONC. SWK. (6' WIDTH) DETECTABLE WARNINGS MILLING & RESURFACING CONST. TYPE D C & G +87.00, 11.50' RT fL CONST. ENT. B MATCH EXIST. LICENSE AGREEMENT TO BE OBTAINED CONST. ENT. B +71.82 149.05' RT END STRAIGHT END CURB TRr. +51.22, 11.50' LT CL CONST. ENT. 8 MATCH EXIST. Exist. Guardrail to Remain Exist. Type D Curb to Remain +87.00, 11.50' LT C CONST. ENT. 8 MATCH EXIST. POT STA. 201+20.00 ENTRANCE REVISIONS DATE DESCRIPTION DATE DESCRIPTION STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 PLAN DETAILS (1) SHEET NO. 28 madeline.glassman 10/8/2020 4:40:56 PM Default T:\FDOT7\Projects\25688155201\roadway\PLANRDIOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 LEGEND 4" CONC. 6" CONC. 501K. (6' WIDTH) DETECTABLE WARNINGS MILLING & RESURFACING BACKGROUND AERIAL IMAGE DATE: 2018 516 NBFR END TRANSITION TO SHLDR. CONC. BARRIER, 38" HEIGHT BEGIN SHLDR. CONC. BARRIER, 38" HEIGHT +23.61, 28.72' LT NFBR -� SR 55 (US 19) (NB) +10.81, 34.18LT NBFR MATCH EXIST. CONST. SHLDR. CONC. BARRIER 32" BEGIN TRANSITION TO SHLDR. CONC +11.12, 28.19' LT END SHLDR. CONC. BARRIER, 38" HEIGHT BEGIN TRANSITION TO SHLDR. CONC. BARRIER 56" +63.96, 29.00' LT B NFBR BARRIER, 38" HEIGHT NFBR MATCH EXIST. Exist. Conc. Barrier VV/all (Rigid) (C & G) To Remain CONST. SHLDR. CONC. BARRIER, C f& G BARRIER 32" BEGIN TRANSITION TO SHLDR. CONC. BARRIER, C & G BARRIER 38" �♦ +26.50, 18.00' LT NBFR MATCH EXIST. +78.96, 36.39' LT NBFR MATCH EXIST. CONST. SHLDR. CONC. BARRIER PER INDEX 521-001 END TRANSITION TO SHLDR. CONC. BARRIER 56" BEGIN MEDIAN CONC. BARRIER 56" +78.96, 29.00' LT NFBR END MEDIAN CONC. BARRIER 56" BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT +85.96, 29.00' LT NFBR 1'=20' END TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F -SHAPE +00.99, 29.00' LT NFBR END TRANSITION TO MEDIAN CONC. BARRIER, 32" F -SHAPE +13.49, 29.00' LT NFBR MATCH EXIST. CONST, SHLDR. CONC. BARRIER PER INDEX 521-001 S1°26'04" W 518 END TRANSITION TO SHLDR. CONC. BARRIER, C & G BARRIER 38 BEGIN SHLDR. CONC. BARRIER, C & G BARRIER 38" +39.00, 18.67' LT NBFR OFOE END SHLDR. CONC. ;BARRIER C & G BARRIER 38" BEGIN TRANSITION`TO SHLDR. CONC. BARRIER, C & G BARRIER 56" +63.96, 18.67' LT +13.49, 27.00' LT NBFR MATCH EXIST. SR 55 (US 19) (NB) FRONTAGE ROAD END TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F -SHAPE +00.99, 27.00' LT NBFR END MEDIAN CONC. BARRIER 56" BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT +85.96, 20.00' LT NBFR END TRANSITION TO SHLDR. CONC. BARRIER, C & G BARRIER 56" 'BEGIN MEDIAN CONCARRIER 56" +78.96, 18.67' LT NBFR CONST. MEDIAN CONC. BARRIER 32" BEGIN TRANSITION TO MEDIAN CONC. BARRIER 38" +14.38, 38.00' LT NBFR MATCH EXIST. Exist. Plain Conc. Barrier Wall (Shldr.) To Remain +14.38, 36.00' LT NBFR MATCH EXIST. Exist. Type F C & G To Remain ----- '04-38, 25.98' LT NBFR MATCH EXIST. END TRANSITION'TO MEDIAN CONC. BARRIER 38" BEGIN TRANSITION TO MEDIAN CONC. BARRIER 56" +26.88, 38.00' LT NBFR END TRANSITION TO MEDIAN CONC. BARRIER 38" BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F -SHAPE SR 55 (US 19) (NB) +18.88, 38.00' LT NBFR END TRANSITION TO MEDIAN CONC. BARRIER, 38" BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F -SHAPE +18.88, 36.00' LT fe NBFR END TRANSITION TO MEDIAN CONC. BARRIER, 32" F -SHAPE +31.38, 37.97' LT NBFR MATCH EXIST. END MEDIAN CONC. BARRIER 56" BEGIN TRANSITION TO MEDIAN CONC. BARRIER 38" +03.93, 38.00' LT fp NBFR END TRANSITION TO MEDIAN CONC. BARRIER 56" BEGIN MEDIAN CONC. BARRIER 56" +96.93, 38.00' LT -NBFR -- +31.38, 35.97' LT NBFR MATCH EXIST. 1' =20' —♦ CONS"' MEDIAN CONC. B PIER PER INDE„ X>521-001 END TRANSITION TO MEDIAN CONC. BARRIER 38" BEGIN TRANSITION TO MEDIAN CONC. BARRIER 56" +26.88, 36.00' LT NBFR END TRANSITION TO MEDIAN CONC BEGIN MEDIAN CONC. BARRIER 56" +96.87, 32.50' LT NBFR NBFR >.� +3NBFR 1.35, 26:01\ LT A MATCH EXIS _�� ELAND MEDIAN CONC. BARRIER 5T 6" BEGIN TRANSITION TO MEDIAN CONC. BARRIER 38" +0N3.87, 32.50' LT /BFR' " SR 55 (US 19) (NB) FRONTAGE ROAD 0..526 ._ S0°07'56"E REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER. madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIID,4 DEPARTMENT OF TR .NSPORTAT'!ON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 PLAN DETAILS (2) SHEET NO. 29 10/8/2020 4:41:28 PM Default T:\FDOT7\Projects\25688155201\roadway\PLANRD201.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 10'-0" 10-451 @ 1'-0" 6" 10-453 @ 1'-0" (EF) 6-452 @ ] PLAN 10'-0" 6" 10-4S1 @ 1'-0" 6" ITEM 452 QUANTITY CLASS NS CONCRETE CY 2.2 REINFORCING STEEL LB 173 ■ . \ r • V / m w -• 6' CD '„ 3'-0" 1'-0" 6" 0 a 7'-0" 6" i 1'-0" SECTION A -A 453 (EF) 1 (TYP.) NOTES: 1. REINFORCEMENT SHALL BE CARBON STEEL BARS IN ACCORDANCE WITH SPECIFICATIONS SECTION 931. 2. CONCRETE COVER SHOWN IN THE PLANS DOES NOT INCLUDE REINFORCEMENT PLACEMENT AND FABRICATION TOLERANCE UNLESS SHOWN AS "MINIMUM COVER". SEE SPECIFICATIONS FOR ALLOWABLE REINFORCEMENT PLACEMENT TOLERANCES. 3. SEE ROADWAY PLANS FOR BENCH PAD LOCATION. 4. CONCRETE SURFACE FINISH OF THE BENCH PAD SHALL BE A BROOM FINISH IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS. 5. PROVIDE A %z' PREFORMED JOINT FILLER AT THE INTERFACE OF THE BENCH PAD AND SIDEWALKS ACROSS THE FULL DEPTH OF THE BENCH PAD. co 6'-0" BILL OF REINFORCING STEEL SIZE MARK LENGTH , NUMBER 4 4 4 51 S2 S3 5'-6" 9'-6" 14 10 28 LENGTH AS REQUIRED BARS Sl & 52 1'-4" / Ar --45°00'00" 7" BAR 53 ESTIMATED QUANTITIES ITEM UNIT QUANTITY CLASS NS CONCRETE CY 2.2 REINFORCING STEEL LB 173 6" 6-452 @ 1'-0" 6" 451 ■ • ■ . \ r • 1'-0" 6' CD '„ 3'-0" 6" 1'-0" SECTION B -B 453 (EF) 52 (TYP.) REVISIONS DESCRIPTION DATE DESCRIPTION JOHNNY FUNG, P.E. P.E. LICENSE NUMBER 64669 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 1 ENCH PAD SHEET NO. 30 USER: oenn,s.tanner 9/24/2020 1:38:24 PA1 T:\FDOT7\Pr ojecls\25688155201\struct\Misc_St rucl\Mis SIrOl. dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. = MATCH. EX'ST CROSS 5_OPE TRANSITION e = MATCH EXIST TO e = BEGIN PROFILE END PROFILE CONST. HARN BLVD. CROWN OF_ HARN. BLVD. 20 STA. 47+42 92 EL. 17.96 STA. 226+67.58 EL. 16.79 22 EXIST. GROUND LINE @ i CONST. HARN BLV 0.2 "- o Lb (-) 0.637% PGL @ CROWN ' PIPE 14 4" BE TH=19 % STA. 926+49.40 5R 55 (US 19) BCWE 14.3' 2.5, S BFOC TH-22 @ STA. 926+82.70 55 (US 19) 20 18 16 14 12 12 FL 12. , 10 CONC. J CKET I. FL 11. 10 SCALE: 1" = 40' HORIZ. 1" = 4' VER . 22 40' V.C. BEGIN PROFILE -_ MATC EXIST. CO ST ENT '8 STA. -00+00 00= $ NBF •, STA. '28+28.52 EL. 15. 2 20 4-4" BFOC (L') 18 16 wecr- V, O 0 Exist. Ground Line @ fv Const. E 1t. A', EN D PRO MA FILE TCH EXIST. CONST. ENT B EY15T. GROUND LINE @ 4 CONST ENT. B 22 20 15.43 18 BFOL Pg) BFOT-(.1 .000% '1 tri 14 b '0 4' BEGIN PROFILE MATCH EXIST. 12 10 EN MA! CH EXIS I . CONS-. ENT STA. 101+06.64 D PROFILE (-) 1., •8 1.07376 16 STA. .00.+09.5.0= NBFR_ STA. 523+79.82 PROP. PG CONST. ENT. A GAS (P) 12.75' GAS (D) UNK. SIZE'BFO` (D)' 100 REVISIONS DATE DESCRIPTION DATE DESCRIPTION SC ALE: 40' HO 4' VERT RIZ. MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 2110 201 STATE OF FLORIDA DE PARTME.\T OF TRAAS POR TA TION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SCALE: 1" = 40' HORIZ. 1" = 4' VERT. SIDES REET PROFILES 14 12 10 SHEET NO. 31 USER: madeline.glassman 10/8/2020 4:41:32 PM Default T:\FDOT7\Projects\25688155201\roadway\PROFRDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A PC STA 8-SBFR 226+31.4 PC ST $ SBF A. 49+7 ST. HAR 74 BLVD +54.74 +55.26 SCAL 1 1" 0HORI VERT. ANCE A T NB FRO NTAGE RI NTRANCE A AT NB FRONTAD • TA. 524 :FR LU 0 0 0 h PT STA. CONST. 00+35.9. LOW STA. Cl POINT 100+45 ST. ENT A. 523+4 LID LU c w STA.' 523 NBTR STA. --100 W W 00+45.00 SCAL - a' BfR1 ' VERT. ANCE B T NB FR1 NTAqE R NTRANCE A. 200+ .00 ST FNT R W LU U z 0 CIC Li U W W W W LU STA. 20 1+45114 EL. 5.14 EL. ' 5.01 SEL. 4.99 L. 14.82 +1.023° EL. 14 SCAL 1" _ 0' HORI ' VERT. EL. ' 6.09 EL. ' 5.96 EL.' 5.35 SCAL 1" 1" _ 8 0'_ HORI ' VERT. I- W 0 0 0 THE OFFICIAL RE REVISIONS DESCRIPTION DESCRIPTION MARK RONALD DUNN, JR., P.E. PE LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SHEET NO. ROAD NO. COUNTY FINANCIAL PROJECT ID CUP RETURN PROFILES SR 55 PINELLAS 256881-5-52-01 32 USER: madeline.glassman 10/8/2020 4:41:33 PM Default T:\FDOT7\Projects\25688155201\roadway\profrd02.dgn TYPE II CLOSED FLUME INLET INDEX 425-061 SEE DRAINAGE STRUCTURE SECTION FOR DETAIL 4' to x z 7' 5-9 & 5-14 CLOSED FLUME INLET 4" CONC. SLAB DETAIL NTS EL. SEE SPECIAL DITCH PROFILE BELOW N C DITCH SOD (VARIES) 1:1.5 4" NON -REINFORCED CONC. DITCH PAVEMENT INDEX 524-001 4" REINFORCED CONC. SLAB (TO BE INCLUDED IN COST OF INLET) `—s SOD (VARIES) -1 1:1.5 TYPICAL DITCH SECTION B-8 NTS SOD (VARIES) EL. BASED ON PROFILE SHOWN BELOW VARIES (1.2' MIN.) 1.3 \ 5 TYPICAL DITCH SECTION A -A NTS 1.5' 8'-5" 1.5' 2' WIDE SLOT EL. SEE SPECIAL DITCH PROFILE BELOW FLAT 4" NON -REINFORCED CONC. DITCH PAVEMENT INDEX 524-001 TOE WALL DITCH S-10 DITCH PAVEMENT DETAIL NTS 2' WIDE SLOT SLOPE TO WEIR EL. SEE SPECIAL DITCH PROFILE BELOW 4" NON -REINFORCED CONC. DITCH PAVEMENT INDEX 524-001 S -10A DITCH PAVEMENT DETAIL NTS 5 0" 7' 56" E S14\55 (L S\19) (NB) FRONTAG\E\ROAD 524 24" PIPE 4' NON -REINFORCES Q CONC. DITCH PAVEMENT R Ip�Q 524-001 24" PIPE) (S-12-\ 24" PIPE 5-11A NBFR END SPECIAL DITCH RT_ +24.31 NBFR) 22,00` RT EL:- .13.88 N 0" 52' 4" E 529 N I° 26 4" E NO°52'04"E 18 RCP R/W LINE >FOC(5... .FCC' OFQL"'.{ QFOC:'T '` .475.00 _ 45.29' RT NBFR OFbC'- PDF00%= 3 CONST. ENT. B R/W LINE CONST. ENT. A SPECIAL DITCH RT (-) 0.086% BEGIN SPECIAL DITCH RT +98.32 4 NBFR) 45.29' RT EL. 14.80 4" REINFORCED CONC. SLAB SEE DETAIL ABOVE BEGIN SPECIAL DITCH RT +98.92 NBFR) 16.71' RT EL. 14.70 SPECIAL DITCH RT (+) 0.540% 18" PIPE CITY OF CLEARWATER 49' EASEMENT SPECIAL DITCH RT (+) 1.010% END SPECIAL DITCH RT END SPECIAL DITCH RT +20.00 4 NBFR) 10.00' RT EL. 14.84 +90.00 4 NBFR) 14.01' RT EL. 14.70 4" NON -REINFORCED CONC. DITCH PAVEMENT INDEX 524-001 BAY COVE APARTMENTS SPECIAL DITCH RT (+) 0.356% BEGIN SPECIAL DITCH RT +24.30 4 NBFR) 42.55' RT EL. 13.70 END SPECIAL DITCH RT POT STA. 101+20.00 +90.00 27.62' RT NBFR +09.52 4 NBFR) 50.00' RT EL. 14.00 4" REINFORCED CONC. SLAB SEE DETAIL ABOVE REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 DRAINAGE DETAILS (i) SHEET NO. 33 USER: madeline.glassman 10/8/2020 4:42:36 PM Default T: \FDOT7\Pro j ects\25688155201 \drainage\DRDTRDOI.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A 48 CONST. HARN BLVD. �1N 89° 32' 21"W SURVEY HARN BLVD. 49 HARN BOULEVARD 132'.. 21".,._W lb 000. %q1 00 %c2y�,�-o��o q4-,,__on0.7)4-,��o®�o gg..'.�JJ�o-o S.,�o--. qq..���o—�+ v 0Oo°0CJ Opob 00o0(J"0Ooo J Q C�'OOoOV 0OoOCJ�J0Ooa ` c 00°O?Q° O°00000°0°0000°O° bQOC�°0000° C0000°00 00 ii NE .Drr, OO oty• cs ©00.°1i )O0° 10.0'X9.7' OF BEDDING STONE UNDER STAIRS 4" NON -REINFORCED CONC. DITCH PAVEMENT INDEX 524-001 BEDDING STONE (3" DEPTH) WITH FILTER FABRIC ✓y GENERAL GRADE TO DRAIN DIRECTION 00• •I00•• •100 • dr0�� 0• ��00 o Oo o 00 Oo o;° % O 0 °0 0 00 00°og0 0000 ° 0(�c)00 00°000 0 00000 00°0 000 R/W LINE PEDESTRIAN RAMP CONC. SIDEWALK TYPICAL SECTION A -A NTS 4" NON -REINFORCED CONC. DITCH PAVT. (CONC. SPLASH PAD) 3" THICK BEDDING STONE WITH FILTER FABRIC OUTSIDE EDGE OF RAMP 3" THICK BEDDING STONE WITH FILTER FABRIC SPLASH PAD SLOPE DIRECTION TO FOLLOW GENERAL SLOPE OF TERRAIN 4" NON -REINFORCED CONC. DITCH PAVT. INDEX 524-001 TYPICAL SPLASH PAD DETAIL NTS SR 55 (US 19) (NB) FRONTAGE ROAD �g PI STA. 525+50.40 S� 52 50°07'56"E NBFR PI STA. 526+65.00 1"= 20' 11.0'X97''.bOF BEDDING STONE UNDER STAIRS 'O'ii1t .., `-'' R4YF1�iiYNl�"iSii�`k�i�`iv -,w N) )000] 4" NON -REINFORCED CONC. DITCH PAVEMENT INDEX 524-001 BEDDING STONE (3" DEPTH) WITH FILTER FABRIC GENERAL GRADE TO DRAIN DIRECTION CITY OF CLEARWATER 49' EASEMENT CONC. SIDEWALK 4" NON -REINFORCED CONC. DITCH PAVT. (CONC. SPLASH PAD) PEDESTRIAN RAMP 3" THICK BEDDING STONE WITH FILTER FABRIC CONC. SIDEWALK TYPICAL SECTION B -B NTS OUTSIDE EDGE OF RAMP SPLASH PAD SLOPE DIRECTION TO FOLLOW GENERAL SLOPE OF TERRAIN 4" NON -REINFORCED 3" THICK BEDDING STONE CONC. DITCH PAVT. WITH FILTER FABRIC INDEX 524-001 TYPICAL SPLASH PAD DETAIL NTS REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 DRAINAGE DETAILS (2) SHEET NO. 34 USER: madeline.glassman 10/8/2020 4:43:16 PM Default T:\FDOT7\Projects\25688155201\drainage\DRDTRD02.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. CONST. HARN BLVD. (S-2) CTA_ 47+53.92 (70.21 LT) ( CONST: HARN BLVD.) P-5 CURB INLET (ALT. A) 1N/lEx 47s 1171 24. .. 22 20. 18. _.... 16 14. .. 12 C LOP EL. 17.32 FL- 12.7 (RT) (AH) 72" WM TH -SURVEY I i I t i 18" P_I PE TO RT (R RF (D) BFOC (8) 2-4' PROP. BT —i BT (D) —/ 18 a STA. 1926+82,00 R `5 (i's 19) EL. 14.8 • ]7172 FROM \-118" PIPE I 24_ .22 ....20. .18 BT(B)* 8) 0B AS L6 .14 .12 2-4" PROP. BT — 28, 26_: 2_4, 22 20' NOTE 1.SP-CIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTUPES EXTEND INTO THE STABILIZED PORTION OF THE ROADBED AND EXTREME _CA LLON_WULL__BE.NECES.SARY_1 ST_ABILI7ATIOILOP_E.RATIOVS AT THESE; LOCATIONS 2. ALL DRAINAGEPIPES HAVE OPTIONAL MATERIALS. THE! — OP7--IGAIAL-MATERIALS TABI4LAT-ION-SHEEE-T—SH0141S-ALL MATERIALS ALLOWED AND INDICATES WHICH MATERIAL IS ---PLOTTED- THE -PLANS -AND "USED AS -THE -BASIS FOR -PAY QU NTITIES. w cc J. STA. 47+45.92 (32.87 RT)CONST. HARN BLVD CATER INLET TY -PE V INDEX: 425-041 —GRATE -EL. 1748 ; FL 12.9 (LT) "W (B) W (D) T) BT (D) ' --BE '(D)' ____3,2 30 28.. 26_. - <24_ _22. 20 ----� BE (DID NPW (B) -GAS {B BT' (D) BT1-t-075 SURVEY SR 55 (L 1 (S-2) 18" PIPE' TA. 926'30,60 S 19) EL. 15.4 2-4" PROP. 8T - Q CONST. EARN BLVD. 20 0 6 REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA .DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 HARN li; LVD DRAINAGE STRUCTURES (1) SHEET NO. 35 USER: made(ine.glassman 10/8/2020 4:44:44 PM Rdxsrd_shg T: \FDOT7\Projects\25688155201\drainage\DRXSRDOI.DGN 26 24 22. 20 STA. 49+99.00 (1706 EXISTING MANHOLE , EX1ST.';TOP EL. 16.50 EXIST.!FL :11.24 (LT) EX ST. FL ''10.57 (RT) EX ST. FL ;71.07 +BK) _T) CONST. HAR BLVD.) 2' GM Td-CW03 @ STA. 926+21.40 �S SURVEY SR .5 (US 19) EL, 1.4.2. (-- 2" BF C TH-KF07 @ STA. 926+20.80 1 ,SURVEY SR 55 (US 19) EL. 12:0 8" N °W TH-CW 04 @ STA. 926+17.40 1g SURVEY SR 55 (US 19) EL. 14.6 1" NPW TH-CW05 @ STA. 926+73.90' SURVEY SR 55 (US 19) EL 15.5 BFOC (B) 2" PROP. GM' FROM (J'"_ EXIST. L - 18" RCP - EXIST. 18" RCP�/ 78" PIPE -FROM CONC. JAI'KET (8' BACK FROM EXIST._ MANHOLE)__ S-3) 16179 W (B) TO 0 II •y-ErIST. I EX ST 8-4" RT T -1-1W01 @ STA 925+23 10 SURVEY SR 55 (US 19)EL. 13.6 ‘-:6=4" ET TO-CW02 @ STA.'926+21.70 SURVEY SR 55 (US 19) EL. 13.6 34'. S .32........ 30. 28, 26_ 24 STA P-6 IND E0• FL 49+50,00 02.25 LT)( CURB INLET (ALT. 8) X 425-821' EL 16,42 1.7`(BK,) (AH) (RT) STA. 49+50.00 (12.25 RT)- (E CONST HARN BLVD :) P-6 CURB INLET (ALT. B) INDEX 425-021 EOP EL. 16.42 FL 17.0 (LT) TO EXIST. . 18" PIPE '2" PROP FILL -Wl/ PEDESTRIAN BRIDGE `RAMPS AND LANDINGS (5-5)TO(s 8) NOT USED `S 3 STA. 49+50.00- _ BFOC 12" M T H 21 @ STA. 926+87.70 ( ;SI VEY SR 557US-991 EL. 14:4 1.5"- NK TH-2iA@ .STA. 926+87-.I Ig:SURVEY SR 55,(US 19, EC 14.2 175 BIC TFF-204 -@'-STA 9264-86.70 to S RVEY SR 55 (US 19) EL. 14.3 REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman 8" PROP. NPW 18" PIPE 18" PIPE 26 24 22 20 18 16 14 12 10 8.. 6_ 34 .32 30 28 26 24 22. 20 18. _16_ 14 12. 10 8_ -4' PROP. BT BT (D) KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 CONST. BARN BLVD. 0 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 BURN LVD DRAINAGE ST UCTURES (2) SHEET NO. 36 10/8/2020 4:44:45 PM Rdxsrd_shg T: \FDOT7\Projects\25688155201\drainage\DRXSRDOI.DGN HE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.C. NBFR (S -10A) STA! 526+0 TYPE DMO INDEX 425 2W 'X 0,8'H FL 9.6 (AH) FL 9.46 (8 SEE DRAIN .00 (12.50 RT) (f BFR) IF ED DITCH BOT 4M INLE 052 S -10A / PEDESTRIAN BRIDGE / RAMPS AND LANDINGSj� / / EXIST.24 PRO 4" P. SEDC 5 24" PIPE 4 CONC. JACKET - REINFORCED ITCH PAVT. DRAINAGE DETAI SHEET SPECIAL DITCH I TAILS BE _ FOC (ITS) TH-10 . STA. 926+08.00 RVEY SR --55 (05 19) EL. 13.2- ' BFOC (ITS-) TH-09 @ EA. 925-x91.2 SURVEY SR 55 (U 19) EL. 12.4 DER RULE N N 0 301 28, 26., (5-10) STA. 524+90.00 (1 TYPE D MODIFIE INDEX 425-052 GRAT± EL .16.93 2WX7HSLOT E .80 RT) (1 NBFR)1 DITCH BOTTOM IN 14.70 (RT) SEE DRAINAGE D ONC. JACKET 4" PIPE 5=10 STA. 524+90.00 -S-9) SEE ENTRANCE RI A & B DRAINA E T'U W(D) ( \L 0 00 t EJ�IB) 5A .(D) W (B FRON IER ST TH-6A @ 'TA. 924+93.30 EY -SR 55,fUS 19 EL. -6.13 --- - - EXIST. 24" -RCP SEE DRAIN FDR;-SPECL 4" NON -REIN CONC. DITCH 4' BFOC (ITS) T $ SURVEY SR 55 GE DETAIL SHEE L DIT -CH -DETAILS- — ORCED PAVT. 06 @ STA. 924+9'60 (US 19) EG 12,9 C FILE DIGITALLY SIGNE z 0 N w N N ✓ S SHEET IS ✓ 0 ONC. JACKET NBFR SCALE: 1" = 20' HORIZ 1" = 10' VERT. 80 CIAL RECOR L_ 0 w I- REVISIONS DESCRIPTION DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO SR 55 COUNTY PINELLAS FINANCIAL PROJECT ID 256881-5-52-01 NB FRONTAGE RD DRAINAGE STRUCTURES (d) SHEET NO. USER: madeline.glassman 10/ /2020 4:45:43 PM Rdxsrd_shg T:\FDOT7\Projects\25688155207\drainage\drxsrd02.DGN 281 .... 761 24...... 22 .. 20 ..... 18. 16 (5 -IIA) STA. 526+55.00 (17.80 RT) (( NBFR) TYPE D [FITCH BOTTOM INL T w INDEX 425-052 ? FROM � �S 13j h PIPE' .iC iA GRATE EL 75.10 FL 9.9 (AH) (OK) PEDESTRIAN BRIDGE , 1 RAMPS AND LANDINGS fw 1 / I `S 11A) STA. 526+55.00 .28 26 :24 .22 :20_ . 18 16 8: 6 NPW (8�15A8 N (81 1 1 FM (8) ( GAS I W (8)\-../ 3" BFOC TH-ML02 @ STA 926+21.60 F SURVEY .SR 55 (US 19) EL. 13.1 4" ?FOC (ITS) TH-17 @ STA 4764-73R SURVEY SR 55 (US 19) EL. 12.4 4;. BFOC (ITS) TIi-15, @ STA. 926,+51.40 Ig'SU VEY SR 55 (US 19) EL. 12.8 UNK BT TH-CW06 @ STA: 926+22.31 $' SURVEY SR 55 (US 19) EL. 5.6 Il 5-10A) 2fiT_ 24. 721 20 1_ 16 12 10 140 1 0 . -- -- - 5 11) _ w SFA. 26+2D.730 (COO -R777$ 4BFRT-1 _ _ z CLOSED FJUME INLET TYPE I (SINGLE BARREL) DIMENSION "D" 6.5' INDEX 425-061cc EOP E. 15.63 -1 _ter. _ ..-- _ NPW (B)-' a 1563 W (69, j�FNI (b) I ) 100 : 80 , 60 4O ! 20 REVISIONS DATE DESCRIPTION DATE DESCRIPTION W (8) KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 1 1 r1 GAS (D) BT (8)-- NBFR PEDESTRIAN BRIDGE' STA -526+20 00 22 RAMPS AND LANDINGS -4"NON-REINF-ORCED-= CONC. DITCH PAVT. SEL DRAINAGE DETAIL SHEET R SPECIAL D TCH DETAILS PROP.: BE — 4" BFOC (ITS),TH-10 @ STA. 926+08 00 $ SURVEY SR 55 US 19) EL. 13.2 PROP. BFOC S TA TE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 NB FRONTAGE l''D DRAINAGE S TR UC T URE.9 (2) SHEET NO. 38 USER: madeline.glassman 10/8/2020 4:45:43 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\drainage\drxsrd02.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 20 18 76' 14 12 6 4 STA. 527+24.30 (72.00 RT) (@ NBFR) CLOSED-FLUMEINLET TYPE i -(DOUBLE- ARREL, 1 DIMENSION "©" 6.5' INDEX 425 052 I N EX -425-061_ ORATE EL 13:70- E P . 74.65 — . J FL 10,2 (BK) S-A. 527+24.30 (42.55 RT) (.f NBFR) F- T PE -:D --DITCH BOTTOM INLET I QI W -- NPW (B)1 W (D) I 1 FMi (B) 1 1 _ . -W -(8) — 24" RCP VVhTkLCW07_@_STA_ 926+84.00 SURVEY SR 55 (US 19) EL. 11.4 3" BFOC TH-ML 2 @ STA 9264-21.60 SURVEY SR 55 (US 19) EL. 13.1 FRONTIER BT'TH=CW06 @ STA 926+22.0 SURVEY SR 55 (US 19) EL. 5.6 UN( BT VVh TH-KF10 @ STA 926+85.41—/SURVEY JSR .55 (US 19) .EL. 6.3. 210_.NBFR 0.01 PROP. BFOC` PROP. BE °GAS ( TO -11A) (5-13) STA. 527+24.30 1" "UNK-VVh TH-25 @; STA: 927+30.50 SURVEY SR 55 (US 19) EL 13.0 18" PIPE EE DRAINAGE !DETAIL --SHEET OR SPECIAL DITCH DETAILS 76 24 22 20 18 16 .14 12 ,1D_ 8 4 REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY PINELLAS SR 55 FINANCIAL PROJECT ID 256881-5-52-01 NB FRONTAGE RD DRAINAGE ST UCTURES (3) SHEET NO. 39 USER: madeline.glassman 10/8/2020 4:45:43 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\drainage\drxsrd02.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A. 24_._ 22. 20:_. 18'. 16'. 14. 12. 10,__ 30 28 _ 261_ 20' 140 100 REVISIONS (5--14) STA. 200+50.00 (11.50 RT) ENT. B) CLOSED FLUME INLET TYPE 11 (DOUBLE BARREL) WITH ENERGY DISSIPATE BRICKS DIMENS ON "D' 4.0' INDEX 975-061 SEE DRAINAGE DETAIL FUK >PECl/IL U/I LH UE BT(D) _ 4" CONC. LAB (TO BE INCLUDED IN COST 0 INLET) ENTRAN4 ROAD 8 8 WM TH-26@ le SURVEY SR 55 EL. 12.0 SEE DRAINAGE DETAIL SHEET FOR SPECIAL DITCH D=TAILS -STA. 1C0+45.29-(11.00-1T1(i ENT, 4) CLOSEC FLUME INLET TYPE II (DOUBLE BARPEL) WITI-I-ENERGY-DISSIPATE -I - BRICKS - DIMENSION "0" 4.0' INDEX 425-06-1- EOP EL 15.84 28. 26 _24 22. 20 18 _16 14 _12 CONC_ -SLAB (TO -B COST OF INLET) ENTRANCE ROAD'A DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 CONST. ENT. A STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 ENTRANCE RD A & 1?) DRAINAGE STRUCTURES SHEET NO. 40 USER: madeline.glassman 10/8/2020 4:46:40 PM Rdxsrd_shg T.\FDOT7\Projects\25688155201\drainage\drxsrd03.DGN HE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI5-23.004, F.A.C. 32 30_. 28 26 24L !22. .20. 18. 16! 1W (B) NPW (B) 16 38 W (Q) 1/1‘11 EM (13) GAS (D)° I Regular Exc. Embankment 32_ 30_ X28_ 26 24 .22 20 18 16 PROP.OBEBT (8)_ 4" BFOC (ITS) TH-d SURVEY SR 55 FRONTIER BT TH-6A @ SUPVEY SR 55 (U5 19 6 @ STA. 924+93.6 5 1,9) EL. 12.9 TA. 924+93.30 EL. 6.8 8 30i- 28 _ .26. 74 .22. .20. _. 18.. 16 ... 74' w 5' 1 14/ (B) ,NPW (B) r Va-- 1667..W (D).B e (8 F W (D)! 1 L GAS, (B) GAS (D) FI41 -(o-) BT 26_ Ln 2.4,, LN' EART-HW.ORK- 22 STA. 523+38.17 20 BEGIN PROJECT STA. '923+3/.58 1 - Sr 55 U 19) ,_1.4 12 523+52.25 LfSUFIf EY REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 00 1T_= 20' HORIZ 1" ='10' VERT. 120 A 0.2 17.2 0.7 NI13 FRONTAGE RD CROSS SECTIONS (I ) V 16 32 0 A 15.9 6.0 0.0 V 20 11 0 SHEET NO. 41 USER: madeline.glassman 10/ /2020 4:47:26 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\roadway\rdxsrd02.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. Regular Exc. Embankment 88.28' 28 26 ! . 24'_ , _22 2(1 18�'_� 116- 14. -_ . 12_, 10 3" BFOC TH-MLO' @ STA. 926+21.6 SURVEY SR 5 (US 19) -EL. RAMPS AND PROP, BFOC 0 OPROP. BE ' BFOC (ITS) TH-1 SURVEY SR 55 ONTIER BT TH-C SURVEY SR 55 (U BRIDGE ANDINGS @;STA. 926+51.4 19-) EE. 12.8 06 @ STA. 926+22 30 19) EL. 5.6 1.4 PEDESTRIAN RAMPS AND /11 z W BRIDGE ANI)/NGS DER RULE 6 0.040 1- NPW (8) 15'68 I _ 1 FM (B)GA� (D) (D) N� PR 4 W (8) 3" BFOC- SURVE SURVEY SR 55 (U ITS) TH-ML02 @- SR 55 (US 19) E (6 STA. 926+08.00 19) EL. 13.2 TA. ,926+21.6-- 13.1 526+00.00 ,12 10 0.0 32 28 _26___ 24 2D_ 18 a16 -1_4 12 - . RIDGE ANDINGS t 30 28 _26_ 24 122 — 18 �W B) .NPW (8)--8 PROP . E /� \ �' o GA5 D)° 0 BT (8) W (DL �_ FM�(8) I 4" BFOC (ITS) TH- - G SURVEY SR 55 UI (U) 9 @ STA. 925+91.20 S 29) EL. 12.4 525+50.00 0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 0 " _= 20' HORIZ 1" = 10' VERT. 1'0 NB FRONTAGE RD CROSS SECTIONS (2) 5.6 SHEET NO. 42 USER: madeline.glassman 10/8/2020 4:47:26 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\roadway\rdxsrd02.DGN LLY SIGN E ELECTRO THE OFFICIAL RECORD OF T NBFR 30. 28 26_ 24 22 ._10_. 8 88' 88' W (D)r NPW Lu cc FM(8)1519 o °GAS '8) (B) I �Croc (G) 8 (8) I 1 (1 9) (8)° U LL — 1" UNKNOWN UTILITY VVh TH-25 @ STA. 927+30.5 SURVEY SR 55 (US 19) EL. 1.. o 527+50.00 Regular Exc. Embankment A V A V 30 28 26 24_ 22 20 18 16 14 12 10. 8- 45.6 30 28_ .26. :24. -22___ 20 ry.18_ _16_ - .L4____ 10 -6 24".RCP SO SURVEY FRONTI (p _SDRV cc W (0) VVh TH-CW07 @ 5R-55 (US 19) EL. ER BT VVh TH KF EY SR. _55 NS19) NpW1 •i ),512 I FM (d) ) V/ f81 --. ,TA 926+84.00 11:4`— 10 @ STA. 926+85 EL_6_3 19 ROPE BFOC no °GAS (D) 1" BFOC (LT STV h T -M @ SURVEY SR 55 (US ] 3" 8F0C VVh TH MLOI @' ST -A. 926 -73.8 91 EL: 12.4 @ STA. 926+80.10 B S1JPVE%SR_55._(11S 19 REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 10/8/2020 4.47:26 PM Rdxsrd shg STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SCALE: 527+00.00 1 =120'HORIZ 1" = 10' VERT. 00 28 26 24 22. 20 ____18_ ____ 16 _14 +-12_ 10 10 8 6_- 4. 2_ 41.8 NB FRONTAGE RD CROSS SECTIONS (3) 81 40 3.3 1.4 4 4 SHEET NO. 43 T: \FDOT7\Projects\25688155207\roadway\rd xsrd02. DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 88' 24 22 20. 18 16 NBFR 171 3) W (8� ) NPW( 9F C D� BFOT (8) / \ r Fh1(B) GA ) Regular Exc. Embankment END PROJECT_ _3° STA. 928+64.60 28 SURVEY SR 55 (US 1 9) 26 24 ND EARTHWORK 22 STA. 528+65.02 20 18 16 A V A V 22 20 18_: 16_! 14! 12._ LAPIN (R)U7-113_ ggC _IN 1525 BFOC (8)(8) rB , GAS)(B) FM (81 ..__ 528+50.00 22 20 18 Ib 14 12 10. 28 24:�_ 22 18 880C (8) BFOE (B)_ .W (D7 - FM (B)' 15x4 r _vv -(D) ---' -- NPW, (8), f BT (el BfOC1B1. GAS 528+00.00 1"_='20' HORIZ 1' = 10' VERT. 00 20 0.1 10 1 1 . 4 30 28 26 24 22. 20_ 18 16 ,14_ 12_ 10_ 38.6 3 46 78 0.0 23.7 0.2 7 22 3 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 1B FRONTAGE RD CROSS SECTIONS 01) SHEET NO. 44 USER: madeline.glassman 10/ /2020 4:47:27 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\roadway\rdxsrd02.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-73.004 .30 . 30.. 28. _. ,26 24 12_. 12"WMTH 18 $ SURVEY SR .5 PROP. GM ` B oc BE (D)IBT (D) 1755 (BT fB \-.W (B) a PROP. NPW4"I BT TH-02 @ STA 2-4" PROP. BTV t'SURVEY SR 55 (U 11.5' w CCCeJ J BFOC. (8):_. B BE (D 2-4" PiROPL. BTV STA. 9261-82.00 5 (US -19) EL, 14.8 (e)BT (D) E4. 14.3 1774 48+00.00 Regular Exc. Embankment A V A V 30. 28 26 .24 22 20 L8. 16 14 12 BT (B)ol Fit L. BT (D) 2-4" PROP. BTV _330. _ _28_ 26 _24___ 72' _20 - 14. 0 1 0 8.0 40 cc 26 D MILLING & RESURFA(ING_ +24 BEGIN EARTHWORK 77 STA. 47+42.92 20. BFOC-(B) e ;BT (B) 2-4" PROP. BTV w E (D) aBT (Dj)17.75 , , W (B) -1:5" T TN 01@ STA. -926+30:60 BE SUlVEY SR 55 (US 191 EL. 15.4 2-4" PROP. BTV CONST. HARN BLVD. 20 40 60 'GAS (8)- _. o 0 (D)BT (DNPW (B). 12.6 10.2 9.0 21 3 0 6.7 1.2 0.8 7.0 0 0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 HARK /:LVD. CROSS SECTIONS (I) SHEET NO. 45 USER: madeline.glassman 10/ /2020 4:48:11 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\roadway\rdxsrd07.OGN THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED U CONST. HARK BLVD.' 3,5" UNKNOWN TH=20A @ STA. -926+86:70 SURVEY SR 55 (US 19) EL. 14.3 PROP. GM. BFOC (B) 2" WM TH-21 @ STA. 926+87.70 e SURVEY SR 55 (US 19) EL.14.4 m cc / PEDESTRIAN BRIDGE / RAMPS ANDLANDINGS ea, ,Z77/ N(B) o 0 GAS (B) (B)o. BT (D) PROP. NPW16 BT (D) Q 8 - 2 5" BFOE (ITS) TH-22 @ STA. 926+82.70 SURVE�-SR 55 {U.5 19) EL. 14.5 2 PROP, 1.5 UNKNOWN TH-21A @ STA. 926+87.10 Ig SURVEY SR 55 (US 19) EL. 14.2 BT 26._ 24 2D 18 (32 PROP GM BE (D) _PROP `BFOC (8) 12'-WMITH-20 @ STA.1926+86.401 fL SURVEY SR 55 (✓'5 19) EL. 20.0 7 4" PROP. ,BTV.: NPW 17'01 0 1" E TH-KF04 @ STA. 926+25.70 -'..... URVEY SR 55 (US 19) EL.14.2 2-4" BT TH-KF03 @ STA. 926+24.00 $ S4IRVEY SR- 55 (US --19) EL. 14.5.- BT (D) PEDESTRIAN BRIDGE / /RAMPS AND//LANDINGS // 2BF C TH KF06 @ STA. 926+20.60 SURVEY SR 55 (US 191 EL. 14.1 2" GM TH KF02 @ STA. 926+21.20 SURV-EY SR 55 fUS 19) ;CL. 15.1 2" GM TH-KF05 @-STA. 926+20.00 -- -- bg SURVEY SR 55 (US 19) EL 14.3 8" NPW TH-KF01 @ "TA. 926+16.20 1g SURVEY SR 55 (US 19) EL, 11,9 24'PROP, B 30_. _ _28 26 j PROP. GM) r BE ( 19 17 31 BFOC ($) °BT (D)--0 1 1-1" 6t. BT TH-MLD3-� PROP @ STA. 926+31.10 NPW- "- M SURVEY SR --55 (US19) 2-2" PROP. BDV J - --- - ---1" E ��-I -ML04 @ STA 926+25.50 8" SAN. SEWER TH-19A @STA 926+77.90 8 SURVEY SR 55 (US 19) EL. 15.1 k-5.1RV-EY-SR 55 -(US -19) EL 13:6- ' --- - " r-UNK T14 -MLO@ STA. -926+27.90 SURVEY SR 55 (US 19) EL. 12.4 2" GM 711 ML07 @ STA. 926+20.20 SURVEY SR 55 (US 19) EL. 16.1 4' BT TH ML05 @ STA. 926+23.50 1g SURVEY SR 55 (US 19) EL. 17.5 8" NPW TH-ML08 @ STA. -926+17.80 SURVEY SR 55 (US 19) EL, 109 SCALE: 48+50:00 --- Regular Exc. Embankment A V A V 28 26. 24. 22. _20 18 16 1.4 12 10 30 78 26 24 22 20 18 16 14 12 10 30 _ 28 26 24 _ _22 X20_ _18_ 16 14 12 10_ CONST. HARN BLVD. 20 1" = 20'. HORIZ P'= 10' VERT. 40 12.6 5.5 9.0 26 23 20 0.5 0.4 0.5 1 1 7.0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRAI\SPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 HARN IILVD. CROSS SECTIONS (2) SHEET NO. 46 USER: madeline.glassman 10/8/2020 4:48:11 PM Rdxsrd_shg T: \FDOT7\Projects\25688155201\roadway\rd xsrdOi.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI5-23.004, F.A. CONST. HARN BLVD. Regular Exc. Embankment V .28. 26 X24, 22 2" GM TH-CW03 @ STAB 92 j+21.40t SURVEY SR 55 (US 19) EL, 1.4,2 ) 2". BF C TH KF07 @ ,STA. 926+20.80 f SURVEY -SR` 55 (U -S7 -19i EL —12D - -8" NPW TH-CW04 cN STA. 926+17.4022 SURVEY SR 55 (US 19) EL. 14.6 E1 CONJT. P' 1VPWTFI=CWO5 STA -926+113.90m Er" '� I-0 �t _SURVEY SR 55 (US 19) EL: 15.5 _ STA. 50+00 00 IE '28 126 {INK. SIZEAN.-S SURVEY SR 55 EWER -T!# 23-@--STA-9'6+88.20 US 19) EL. 5.3 W(0) AO -filo -GM BFOC (B)1 44 i 1 1 6-4—BT TH W01 ST�t.926F23.10 SURV Y SR 55 (U5 19) EL. 13.6 6-4" BIT TH CW02 @ STA 926+21.70 --@-Sl/ VE -Y -SR -55- 1J5-}-9t-EL. 13.6 12 8_. 50+00.00 _ .. _6. 0.0 0.0 12 SCALE. 1" = 20'!_HORIZ 1" =110' VERT. 100 r i 120; 0.0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 HARK itLVD. CROSS SECTIONS rat SHEET NO. 47 USER: madeline.glassman 10/8/2020 4:48:12 PM Rdxsrd_shg T: \FDOT7\Projects\25688155201\roadway\rd xsrdOI.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. _20. 18_ .24. 22 70' .18. .16. 8" WM TH-04 . SURVEY SA L E. 13.2 —!� CONST. ENT. ',A w 16'45 f I'I 1L6 _ fJ 1 g I 1 "I 0 T k.,-' I 76' w .6--�f @ STA 92.3+92.05 17 551(U5 19) 1 1 02 — --6 -----w — Exist. 'Wal 100+75.00 Regular Exc. Embankment Exist. Wa A V A V 20. _18 i16_ 24 22 20 18. 16 — 1686 Il 100700-00 EARTHWORK REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 S TATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 10 24 22 20 18 116 16 14 '_12 '10 15.4 32.2 44.3 0.0 22 35 21 0 ENTRANCE A D RIME WA Y CROSS SECTIONS (1) 0.1 0.0 0.0 0.0 0 0 0 0 SHEET NO. 48 USER: madeline.glassman 10/8/2020 4.49:16 PM Rdxsrd_shg T: \FDOT7\Projects\25688155201\roadway\RDX SRD_ENTA_01.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A. CONST. ENT.A D IEART HW OR A. 1101 +06.64 K__ 20_ 18_ 16_ Regular Exc. Embankment 101+00,00 0 60 4 REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 1" =',10' HORIZ 1" _ 10' VERT. 00 1 20 20 18_ 16, A V A V 0.0 12.3 2 13 ENTRANCE A DRI VE WA Y CROSS SECTIONS (2) 0.0 0.0 0 0 SHEET NO. 49 10/8/2020 4:49:17 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\roadway\RDXSRD_ENTA_01.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. . CONST. ENT. ;8 Regular Exc. Embankment 18,__ 16 .14 ,12 W 0.016 _1'h w Ln - 15129 200+75.00 200+50.00 i18. 16 14. 12 18 16 3" WM TI1 26 @ STO1 928+13.50 5 19) EL 12.0 !, 15 w(®) 200+00.00 l 1,6. N EARTHWORK 14 200+00.00 REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 20.'_.HORIZ 10' VERT. 120 A 4.5 7.2 28.3 0.0 V 5 16 13 0 ENTRANCE / DRIVE WA Y CROSS SECTIONS (1) A 0.0 0.9 2.3 0.0 V 0 1 0 SHEET NO. 50 70/8/2020 4:50:02 PM Rdxsrd_shg T: \FDOT7\Projects\25688155201\roadway\RDXSRD_ENTB_02.d gn THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. �-- CONST. ENT. '6 Regular Exc. Embankment A V A V END .tART JW,ORK STA. 200+87.00 rlf 1543 D) 7I W(D) if _18 _ X16 2;00+87.00 114.. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR, P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 0.0 1 ENTRANCE DRIVE WA Y CROSS SECTIONS (2) 0.0 0 SHEET NO. 51 USER: madeline.glassman 10/8/2020 4:50:03 PM Rdxsrd_shg T: \FDOT7\Projects\25688155201\roadway\RDX SRD_ENTB_02.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. HARN BLVD,__,_ 25 23 _.._ 21 19. 17 .25 . 23 €.21 19_ 48+59.00 17� 8" SAN. SEWER; TH SURVEY SR 55 I 5.77' W .(B BFOC (B)BE (D) 19A @1STA> 926+77.90 U5 19) EL. 13.6' 6 25 23 _21 ' 19. 47+96.00 17 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 DRIVEWAY HALF SECTIONS SHEET NO. 52 USER: madeline.glassman 10/8/2020 4:50.04 PM Rdxsrd_shg T:\FDOT7\Projects\25688155201\roadway\RDXSRD03.dgn THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61615-23.004, F.A.0 I. SITE DESCRIPTION: (1) NATURE OF CONSTRUCTION ACTIVITY: THIS PROJECT PROPOSES TO CONSTRUCT A NEW PEDESTRAIN BRIDGE OVER SR 55 (US 19) AT HARN BLVD., IN PINELLAS COUNTY. THE TOTAL PROJECT LENGTH 15 600 FEET. (2) INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: (a) IN THE CONTRACTOR'S SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN PREPARE A DETAILED CONSTRUCTION SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE SEQUENCES OF TEMPORARY AND PERMANENT SOIL DISTURBING ACTIVITIES ON ALL PORTIONS OF THE PROJECT. (b) MODIFY THE PLAN OR MATERIALS TO ADAPT TO SEASONAL VARIATIONS, CONSTRUCTION ACTIVITY VARIATIONS, OR AS DIRECTED BY THE ENGINEER. (c) APPLICABLE EROSION AND SEDIMENT CONTROL DEVICES AND IMPLEMENTATION PROCEDURES ARE SUPPLIED IN THE FDOT STANDARD INDEXES AND THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEW MANUAL (E&SC MANUAL) LATEST EDITION. (d) PROVIDE IF ANY MODIFICATIONS OR ADDITIONAL CONTROLS ARE REQUIRED AND OBTAIN DEPLOYMENT SCHEDULES FOR THE IMPLEMENTATION OF ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES FROM THE CONTRACTOR. (3) LIST OF INTENDED ACTIVITIES: (a) ALL EROSION AND SEDIMENT CONTROL DEVICES FOR EACH PHASE OF WORK ARE TO BE INSTALLED PRIOR TO BEGINNING WORK ON THAT PHASE. (b) FOR EACH CONSTRUCTION PHASE, COVER OR STABILIZE DISTURBED AREAS BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. (c) DO NOT DISTURB AN AREA UNTIL IT 15 NECESSARY FOR CONSTRUCTION TO PROCEED. (d) TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS. (e) DO NOT REMOVE PERIMETER CONTROLS UNTIL ALL UPSTREAM AREAS ARE FULLY STABILIZED AND PERMANENT VEGETATION IS ESTABLISHED. (f) PROVIDE POLLUTION CONTROL BY IMPLEMENTING DUST CONTROL DURING ALL PHASES OF CONSTRUCTION. (4) PROJECT AREAS: THE ESTIMATED TOTAL PROJECT AREA IS 1.3 ACRES. THE ESTIMATED TOTAL AREA TO BE DISTURBED DURING CONSTRUCTION ACTIVITIES 1S 1.3 ACRES. (5) RUNOFF COEFFICIENTS BEFORE Cw (B) , DURING Cw (D) AND AFTER Cw (A) CONSTRUCTION: RUNOFF COEFFICIENT FOR GRASSED SHOULDERS ADJACENT TO ROADWAY: C=0.25 IMPERVIOUS ROADWAYS AND PAVED SHOULDERS: C=0.95 DISTURBED AREAS, EXPOSED SOIL, ETC., DURING CONSTRUCTION: C=0.40 BEFORE: Cw (B) = 0.81 DURING: Cw (D) = 0.82 AFTER: Cw (A) = 0.78 THE RUNOFF COEFFICIENT DURING CONSTRUCTION, Cw (D), I5 CALCULATED ASSUMING THAT THE MAXIMUM ALLOWABLE AREA OF SOIL IS DISTURBED DURING CONSTRUCTION AND THE REMAINING AMOUNT IS THE EXISTING IMPERVIOUS AND GRASSED SHOULDER AREAS. (6) DESCRIPTION OF SOIL OR QUALITY OF DISCHARGE: THE SOILS ALONG THE ROADWAY ARE CLASSIFIED AS MODERATELY WELL DRAINED TO VERY POORLY DRAINED , WITH HYDROLOGIC GROUP A AND A/D, AND DEPTH TO SEASONAL HIGH WATER ELEVATION BEING EITHER NEAR EXISTING GROUND OR AT LEAST 3' BELOW EXISTING GROUND. SOIL TYPE ADAM SV I LLE MATLACHA AND ST. AUGUSTINE MYAKKA HYDROLOGIC GROUP A B A/D REFERENCE: NRCS SOIL SURVEY FOR PINELLAS COUNTY, FLORIDA DEPTH TO SHWE 2.8 2.3 1.0 (7) ESTIMATED DRAINAGE FLOW DIRECTION AND AVERAGE SLOPE OF DRAINAGE AREA FOR EACH OUTFALL: (a) PROJECT PLANS AND CROSS SECTIONS SHOW EXISTING DRAINAGE FLOW PATTERNS (8) RECEIVING WATERS: WBID 1604 - ALLEN CREEK THIS FACILITY DOES DISCHARGE TO WATERS LISTED ON THE EPA APPROVED FDEP VERIFIED LIST OR ADOPTED TMDL FOR IMPAIRMENT DUE TO FECAL COLIFORM. (9) OUTFALL LOCATIONS: (TEMPORARY AND PERMANENT) RECEIVING STRUCTURE DRAINAGE AREA EX -1 EX -4 EX -6 1.4 AC 1.2 AC 2.9 AC LATITUDE LONGITUDE 27° 56' 44.7" N 27° 56' 45.7" N 27° 56' 45.5" N 82° 43' 47.5" W 82° 43' 48.1" W 82° 43' 49.7" W (10) WETLAND AND/OR SURFACE IMPACTS ARE LIMITED TO THE AREAS DESCRIBED IN THE APPROVED PERMITS FOR THE PROJECT. (11) DESCRIPTION OF STORMWATER MANAGEMENT (EXISTING/PROPOSED) (a) EXISTING DRAINAGE FLOWS ARE DEPICTED IN THE PROJECT ROADWAY PLANS. THE PROPOSED ROADWAY IMPROVEMENTS SHALL NOT MODIFY OR AFFECT THE EXISTING OFFSITE FLOW PATTERNS. (b) OFFSITE RUNOFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA, IF POSSIBLE. THIS ADDITIONAL FLOW, IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES, REQUIRING MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION AND SEDIMENT CONTROLS. (c) LOCATION OF PERMANENT CONTROLS: THE CONVEYANCE SWALES AND STORMWATER PONDS ARE THE PRIMARY PERMANENT STORMWATER MANAGEMENT CONTROLS. THESE ARE SHOWN ON THE ROADWAY PLANS. (d) STORMWATER RUNOFF SHALL BE CONVEYED TO EITHER TEMPORARY SEDIMENT BASINS, CONTAINMENT SYSTEMS AND/OR TO PERMANENT STORMWATER MANAGEMENT FACILITIES (TREATMENT AND ATTENUATION PONDS). THE PROPOSED SEDIMENT BASINS, CONTAINMENT SYSTEMS AND/OR STORMWATER MANAGEMENT FACILITIES SHALL BE CONSTRUCTED DURING THE INITIAL PHASE OF CONSTRUCTION AND USED DURING CONSTRUCTION OF THE ROADWAY. (e) UNAUTHORIZED MATERIALS SHALL BE PREVENTED FROM ENTERING WETLANDS, WATERWAYS, OTHER SURFACE WATERS OR WATERS OF THE U.S. (12) STATE AND FEDERAL REGULATIONS: PERMITS WILL BE REQUIRED FROM THE FOLLOWING AGENCIES: NPDES REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S TORMWA TE R POLLUTION PRE VENTION PLAN (1) SHEET NO. 53 USER: madeline.glassman 10/8/2020 4:50:07 PM Default T:\FDOT7\Projects\25688155201\drainage\SWPPRDOI.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. II. CONTROLS: SEDIMENT AND EROSION CONTROLS (1) WATER QUALITY MONITORING: (a) WATER QUALITY MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIAL CONDITIONS OF ANY ENVIRONMENTAL PERMIT OR BY THE CONTRACTOR UPON THE OBSERVATION THAT WATER QUALITY STANDARDS MAY BE VIOLATED BY CONSTRUCTION ACTIVITIES. MONITORING LOCATIONS MAY BE SPECIFIED IN THE ENVIRONMENTAL PERMIT OR MAY BE DESIGNATED AND APPROVED BY THE PROJECT ADMINISTRATOR. (b) THE CONTRACTOR WILL BE RESPONSIBLE FOR MONITORING ANY ACTIVITIES FOR VIOLATION OF WATER QUALITY STANDARDS AS THEY RELATE TO TURBIDITY (NO GREATER THAN 29 NTU'S ABOVE BACKGROUND OR GREATER THAN 0 NTU'S ABOVE BACKGROUND FOR DIRECT DISCHARGE TO OFW'S). (c) IF WATER QUALITY STANDARDS ARE VIOLATED, CONSTRUCTION SHALL BE STOPPED IMMEDIATELY, THE ENVIRONMENTAL PERMIT CONDITIONS FOLLOWED AND EROSION AND SEDIMENT CONTROL DEVICES REEVALUATED AND APPROVED BY THE ENGINEER PRIOR TO ANY CONTINUATION OF ACTIVITY. MONITORING ACTIVITIES AND TURBIDITY READINGS SHALL BE RECORDED ON THE CONSTRUCTION INSPECTION REPORT AND CONTINUED UNTIL TURBIDITY READINGS FALL BELOW AN ACCEPTABLE LEVEL (LESS THAN 29 NTU'S ABOVE BACKGROUND OR LESS THAN 0 NTU'S ABOVE BACKGROUND FOR DIRECT DISCHARGES TO OFW'S). (d) WATER QUALITY MONITORING MAY BE CONDUCTED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE PROJECT ENGINEER. (2) STABILIZATION PRACTICES: (a) STABILIZATION MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO MAINTAINING, ESTABLISHING AND USING VEGETATION, APPLYING MULCHES, SODDING, SEEDING, BMP'S AND THE USE OF ROLLED EROSION CONTROL PRODUCTS. WHEN CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, SIDE SLOPES SHALL BE STABILIZED WITH PERFORMANCE SODDING OR SEEDING OR ANY OTHER APPROVED METHOD OF STABILIZATION INCLUDED IN THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEW MANUAL (E&SC MANUAL), LATEST EDITION. (b) STABILIZATION SHALL TAKE PLACE AS SOON AS PRACTICAL IN PORTIONS OF THE PROJECT WHERE CONSTRUCTION ACTIVITIES HAVE CEASED, BUT NO LATER THAN 7 DAYS AFTER ANY CONSTRUCTION ACTIVITY CEASES EITHER TEMPORARILY OR PERMANENTLY. (c) ANY TEMPORARY MATERIAL USED FOR POLLUTION OR EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT AND FINAL STABILIZATION OF THE PROJECT HAS BEEN ACHIEVED. (3) STRUCTURAL PRACTICES FOR EROSION AND SEDIMENT CONTROL (a) ROLLED EROSION CONTROL PRODUCTS (ARTIFICIAL COVERINGS) PURPOSE: TO PROTECT DISTURBED SLOPE SURFACES AGAINST EROSION DUE TO RAINFALL OR FLOWING WATER. (1) USED FOR PAUSES IN CONSTRUCTION DUE TO INCLEMENT WEATHER OR OTHER CIRCUMSTANCES. COULD INCLUDE NATURAL OR SYNTHETIC FIBER MATS, PLASTIC SHEETING OR NETS. (2) USED FOR EROSION CONTROL THAT FACILITATES PLANT GROWTH WHILE PERMANENT GRASS IS ESTABLISHED. COULD INCLUDE BIODEGRADABLE EROSION CONTROL BLANKETS INSTALLED ON A SEEDED AREA, ON FILL SLOPES OR IN DITCHES. (3) USED TO STABILIZE DRAINAGE CHANNELS. CONSULT E&SC MANUAL TO DETERMINE CORRECT PRODUCT TYPE FOR CHANNEL STABILIZATION. (b) SEDIMENT BARRIERS (TEMPORARY CONSTRUCTION SITE BMP'S) PURPOSE: SEDIMENT BARRIERS EITHER OBSTRUCT FLOW OR PREVENT THE PASSAGE OF WATER WHILE CONSTRUCTION ACTIVITIES OCCUR. SMALLER SEDIMENT BARRIERS MAY FUNCTION AS A SMALL SEDIMENT CONTAINMENT SYSTEM OR AS A METHOD TO REDUCE FLOW VELOCITY. (1) THESE CONSTRUCTION BMP'S CAN INCLUDE SYNTHETIC BALES, STAKED SILT FENCE, TURBIDITY BARRIER, STORM SEWER INLET BARRIERS, ROCK BARRIERS, GEOSYNTHETIC BARRIERS, ETC. (2) APPROPRIATE LOCATIONS INCLUDE SITE PERIMETER, BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION, BELOW THE TOE OF EXPOSED AND ERODIBLE SLOPES, ALONG THE TOE OF STREAM AND CHANNEL BANKS, AROUND DRAINS AND INLETS LOCATED IN LOWPOINTS OR THE DOWNSTREAM EDGE OF AREAS UNDERGOING VERTICAL OR BOX CULVERT CONSTRUCTION ACTIVITIES. (3) INAPPROPRIATE LOCATIONS FOR THESE SAME MEASURES INCLUDE PARALLEL TO A HILLSIDE CONTOUR, IN CHANNELS WITH CONCENTRATED FLOW (UNLESS PROPERLY REINFORCED), UPSTREAM OR DOWNSTREAM OF CULVERTS WITH CONCENTRATED FLOW, IN FRONT OF OR AROUND INLETS ON A GRADE WITH CONCENTRATED FLOW OR IN FLOWING STREAMS. (d) STAKED TURBIDITY BARRIER PURPOSE: THIS ITEM IS COMMONLY USED IN AREAS WHERE CONTINUOUS CONSTRUCTION ACTIVITIES CHANGE THE NATURAL CONTOURS AND DRAINAGE RUNOFF PATTERNS. (1) COMMONLY USED IN LAKES AND STREAMS AS A SEDIMENT CONTAINMENT SYSTEM. SHOULD NOT BE USED WHERE WATER CURRENTS MOVE THE CURTAIN AND DISLODGE COLLECTED SEDIMENTS. (2) MAXIMUM DEPTH OF PANEL IS 3'-8". (3) POST MUST BE A MINIMUM LENGTH OF 5.0' AND A MINIMUM OF 10" OF FABRIC MUST BE EMBEDDED IN THE GROUND. (g) INLET PROTECTION SYSTEM PURPOSE: ANY OF A NUMBER OF SEDIMENT BARRIERS THAT EITHER PREVENT SEDIMENT FROM ENTERING AN INLET OR TRAP THE SEDIMENTS ONCE THEY ENTER THE INLET. (1) TYPICAL APPLICATIONS INCLUDE ROCK BARRIERS, FRAME AND FILTER BARRIERS, CURB INLET "SUMP" BARRIER, CURB INLET DIVERSION BERM, CURB AND GUTTER SEDIMENT CONTAINMENT SYSTEM OR CURB INLET INSET. (2) SHOULD BE INSTALLED ONLY WHEN CONSTRUCTION ACTIVITIES ARE ON-GOING AND ONLY WHERE SUMP CONDITIONS EXIST. (3) SHOULD NOT BE USED WHEN CONSTRUCTION IS COMPLETE AND SHOULD NOT BE USED IN AREAS WHERE FLOODING COULD ENCROACH INTO THE TRAVEL LANES. (h) SOIL TRACKING PREVENTION DEVICE PURPOSE: TEMPORARY STRUCTURES TO ASSIST WITH THE REMOVAL OF SOIL MATERIAL CAPTURED ON VEHICLE TIRES BEFORE THE VEHICLES ENTER THE ROADWAY. (1) USE ONE DEVICE PER MILE WITH A MINIMUM OF TWO PER PROJECT. (2) USE ADDITIONAL DEVICES FOR CONSTRUCTION AREAS THAT ARE NOT ADJACENT TO THE ROAD RIGHT OF WAY AND NO ACCESS IS PROVIDED THROUGH A SOIL TRACKING PREVENTION DEVICE. (3) RRR PROJECTS SHOULD BE HANDLED ON A CASE BY CASE BASIS. (4) PROVIDING SOIL TRACKING PREVENTION DEVICES AT ALL INGRESS/EGRESS LOCATIONS. (4) OFFSITE VEHICLE TRACKING - WILL BE CONTROLLED BY THE FOLLOWING METHODS: (a) LOADED HAUL TRUCKS ARE TO BE COVERED BY A TARPAULIN AT ALL TIMES. (b) EXCESS DIRT ON ROAD WILL BE REMOVED DAILY. (c) USING WATER TRUCKS DURING DUST GENERATING ACTIVITIES. (5) NON-STORMWATER (INCLUDING SPILL REPORTING) THE SITE SPECIFIC EROSION CONTROL PLAN SHALL IDENTIFY ALL ANTICPATED NON-STORMWATER DISCHARGES AND DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION. THE PLANS SHALL INCLUDE SPILL CONTAINMENT, REPORTING, AND RESPONSES. THE PLAN SHALL SPECIFY WHAT MANAGEMENT PRACTICES AND CONTAINMENT METHODS WILL BE USED TO PREVENT POTENTIAL POLLUTANTS (FUEL, LUBRICANTS, HERBICIDES, ETC.) FROM SPILLING ONTO THE SOIL OR INTO THE SURFACE WATERS. IF A SPILL DOES OCCUR, OR IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE DISTRICT CONTAMINATION IMPACT COORDINATOR AT 813-975-6923. III. MAINTENANCE: MAINTAIN AND REPAIRS OF ALL EROSION AND SEDIMENT CONTROL DEVICES AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES WHEN NOTICE OF TERMINATION IS MAILED AND PROPERLY DISPOSAL OF SEDIMENT BUILDUP THROUGH THE LIFE OF THE INSTALLED EROSION AND SEDIMENT CONTROL DEVICES. (1) SEDIMENT BARRIERS SHALL BE MAINTAINED TO ENSURE THEIR USEFULNESS AND NOT BLOCK OR IMPEDE STORMWATER FLOW OR DRAINAGE. (2) SOIL TRACKING PREVENTION DEVICES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE. IV. INSPECTION: (1) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED DAILY BY CONTRACTOR'S PERSONNEL WHO ARE F.D.E.P. CERTIFIED STORMWATER MANAGEMENT INSPECTORS. V. TRACKING AND REPORTING: (I) SUBMIT A WEEKLY REPORT TO THE DEPARTMENT DOCUMENTING THE DAILY INSPECTIONS AND MAINTENANCE OR REPAIRS TO THE EROSION AND SEDIMENT CONTROL DEVICES. MAINTAIN ALL REQUIRED REPORTS AND COMPLETE ALL SWPPP INSPECTION FORMS. (2) PREPARATION OF ALL THE CONTRACTOR'S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE INDIVIDUAL COSTS OF THE EROSION AND SEDIMENT CONTROL DEVICES OR LUMP SUM COST OF THE PROJECT. (3) USE THE SWPPP CONSTRUCTION INSPECTION REPORT FORM # 650-040-03, FOR DAILY INSPECTIONS. REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S TORMWA TER POLLUTION PREVENTION PLAN (2) SHEET NO. 54 USER: madeline.glassman 10/ /2020 4:50:08 PM Default T:\FDOT7\Projects\25688155201\drainage\SWPPRDOI.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. TTCP GENERAL NOTES 1. THE EXISTING POSTED REGULATORY SPEED LIMIT SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHERE SHOWN IN THE PLANS. HARN BLVD: 25 MPH NB AND SB FRONTAGE RD: 35 MPH* 2. LANE CLOSURE AND DETOUR RESTRICTIONS ARE AS FOLLOWS: SR 55 (US 19): LANE CLOSURES AND DETOURS ARE ALLOWED BETWEEN 10:00 PM AND 6:00 AM 3. AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE CAUSING EXTENDED TRAFFIC CONGESTION (5 -MINUTE DELAY) UNTIL TRAFFIC HAS RETURNED TO AN ACCEPTABLE FLOW AS DETERMINED BY THE ENGINEER. 4. ARROWS SHOWN ON PLANS INDICATE DIRECTION OF TRAFFIC. THEY DO NOT REPRESENT PAVEMENT MARKINGS UNLESS SPECIFICALLY NOTED. 5. SEE PLANS FOR LOCATIONS OF PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS). ALTERNATE MESSAGES MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CHANGING THE MESSAGES ON THE SIGNS. A PCMS THAT INDICATES AN UPCOMING EVENT (I.E. CONSTRUCTION, LANE CLOSURES, OR DETOURS) SHALL BE PLACE SEVEN (7) DAYS IN ADVANCE OF THE EVENT. 6. TRAFFIC DISRUPTIONS THAT ARE NOT SHOWN ON THE TRAFFIC CONTROL PLAN, BUT THAT ARE NECESSARY TO CONSTRUCT THE PROJECT, SHALL BE SUBMITTED IN WRITING TO THE ENGINEER AND APPROVAL SHALL BE OBTAINED TWENTY-ONE (21) DAYS PRIOR TO COMMENCEMENT OF WORK. SUBMITTAL MATERIAL SHALL INCLUDE SKETCHES, CALCULATIONS AND OTHER DATA REQUIRED BY THE ENGINEER. 7. NOTIFY ALL LOCAL LAW ENFORCEMENT, EMERGENCY/RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY TWENTY-FOUR (24) HOURS IN ADVANCE OF PERFORMING ANY LANE CLOSURES OR DETOURS 8. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL, AND EQUIPMENT ARE AVAILABLE FOR THE CONSTRUCTION OF THAT AREA. 9. TRAFFIC CONDITIONS, ACCIDENTS AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY REQUIRE THE ENGINEER TO RESTRICT OR REMOVE LANE CLOSURES OR CHANNELIZATIONS SHOWN IN THE PLANS. NECESSARY ADJUSTMENTS SHALL BE MADE, AS DIRECTED BY THE ENGINEER WITHOUT DELAY. RESPONSES TO ANY REQUESTS MADE BY THE ENGINEER FOR CORRECTION, IMPROVEMENT OR MODIFICATION OF ALL TEMPORARY TRAFFIC CONTROL DEVICES, INCLUDING TEMPORARY LIGHTING, SHALL BE MADE WITHIN 30 MINUTES FROM THE TIME OF NOTIFICATION. *EXCEPT DURING OVERHEAD CONSTRUCTION WHEN TEMPORARY DIVERSION IS BEING UTILIZED, THEN 25 MPH WILL BE MAINTAINED. TEMPORARY PEDESTRIAN RAMP DETAIL SEE TTCP SHEETS FOR LOCATIONS CONST. TEMP. PED. RAMP 5' LEVEL Exist. Conc. Swk. Exist. Type F C & G Exist. Conc. Swk. L •••41 PEDESTRIAN LCD • Exist. Type F C & G CONST. TEMP. PED. RAMP PEDESTRIAN LCD PEDESTRIAN LCD GENERAL NOTES REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. PE LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (1) SHEET NO. 55 USER: madeline.glassman 10/8/2020 4:50:10 PM Default T: \FDOT7\Projects\25688155201\road wa y\TCGNRDO1.d gn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. PHASING NOTES PHASE I - HARN BLVD. 1. INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-602 AND 102-603. 2. REMOVE CONFLICTING EXISTING PAVEMENT MARKINGS. 3. SHIFT TRAFFIC SOUTH, AND RECONSTRUCT CURB RAMPS, SIDEWALK, AND DRAINAGE ALONG THE NORTH SIDE OF HARN BLVD. PHASE II - HARN BLVD. 1. MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603. 2. SHIFT WESTBOUND TRAFFIC TO THE NORTH SIDE OF HARN BLVD. TO ALLOW CONSTRUCTION OF PEDESTRIAN BRIDGE APPROACH RAMPS, CURB RAMPS, SIDEWALK, AND DRAINAGE ON THE SOUTH SIDE OF HARN BLVD. UTILIZE DETOUR TO REROUTE EASTBOUND TRAFFIC ON HARN BLVD. PHASE III - SR 55 (US 19) NB FRONTAGE RD. 1. INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-601. 2. REMOVE CONFLICTING EXISTING PAVEMENT MARKINGS. 3. CONSTRUCT PORTIONS OF ENTRANCE B AND TURN LANE TO BAY COVE APARTMENTS ALONG THE NB US 19 FRONTAGE ROAD, AS SHOWN IN TTCP SHEETS. PHASE IV - SR 55 (US 19) NB FRONTAGE RD. 1. MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-601. 2. DIVERT TRAFFIC TO THE NEWLY CONSTRUCTED ENTRANCE, AND CONSTRUCT PEDESTRIAN BRIDGE MAIN PIER, TEMPORARY DRAINAGE, PORTIONS OF ENTRANCE A, AS WELL AS TEMPORARY PAVEMENT DIVERSION AND TEMPORARY CONNECTION TO THE NEWLY ENTRANCE B AS SHOWN IN THE TTCP SHEETS TO BE USED DURING OVERHEAD WORK ABOVE THE NB FRONTAGE RD. PHASE V-A - OVERHEAD WORK (ACTIVE) INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603, 102-601. 2. UTILIZING NIGHT TIME LANE CLOSURES AND DETOURS AND TEMPORARY DIVERSION AS DETAILED IN THE TTCP SHEETS COMPLETE ALL OVERHEAD WORK OVER SR 55 (US 19), NB FRONTAGE RD AND SB FRONTAGE RD. NOTE: TEMPORARY DIVERSION TO BE USED ONLY DURING ACTIVE CONSTRUCTION ACTIVITIES OVER THE NB FRONTAGE ROAD. PHASE V -B - OVERHEAD WORK (NON ACTIVE) 1. INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603, 102-601. 2. MAINTAIN TRAFFIC ALONG THE NB FRONTAGE RD. AS DETAILED IN THE TTCP SHEETS. NOTE: TEMPORARY DIVERSION TO BE USED ONLY DURING ACTIVE CONSTRUCTION ACTIVITIES OVER THE NB FRONTAGE ROAD. PHASE VI - SR 55 (US 19) NB FRONTAGE RD. 1. MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-601, 102-612. 2. CLEAR TEMPORARY DIVERSION AND CONSTRUCT THE PEDESTRIAN BRIDGE APPROACH RAMPS ON THE EAST SIDE OF SR 55 (US 19). CONSTRUCT NEW CURB AND GUTTER AND SIDEWALK ALONG THE NB US 19 FRONTAGE ROAD BETWEEN ENTRANCE A AND THE END OF THE PEDESTRIAN BRIDGE RAMP, AS WELL AS COMPLETE TURN LANE AND DRIVEWAY CONNECTIONS. PHASE VII - SR 55 (US 19) NB FRONTAGE ROAD, SR 55. 1. MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-602, 102-612. 2. INSTALL BARRIER WALL AND UTILIZE DETOUR AS DETAILED IN THE TTCP SHEETS. 3. CONSTRUCT NEW SECTIONS OF MEDIAN BARRIER MALL AND PROPOSED SIGN STRUCTURE BETWEEN SR 55 AND THE NB FRONTAGE RD. PHASE VIII - SR 55 (US 19) NB & SB FRONTAGE ROAD, HARN BLVD. 1. INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603. 2. MILL AND RESURFACE THE NORTHBOUND AND SOUTHBOUND FRONTAGE ROADS, AND HARN BLVD. PER THE ROADWAY PLANS. 3. APPLY FINAL PAVEMENT MARKINGS AFTER ASPHALT CURING PERIOD IN ACCORDANCE WITH STANDARD PLANS INDEX 102-603 NOTES: PHASE I AND PHASE III MAY BE DONE CONCURRENTLY. SIMILARLY, PHASE II AND PHASE IV MAY BE DONE CONCURRENTLY. PHASING NOTES REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. PE LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (2) USER: madeline.glassman 10/ /2020 4:50:10 PM Default SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 56 T:\FDOT7\Projects\25688155201\roadway\TCGNRDO1.dgn PCMS DURING ACTIVE DETOUR US 19 NB CLOSED AHEAD FOLLOW DETOUR PCMS DURING ACTIVE DETOUR US 19 SB CLOSED AHEAD FOLLOW DETOUR DETOUR 19 SOUTH 0 DETOUR 19 SOUTH 0 0 0 PCMS DURING INACTIVE DETOUR WORK AHEAD EXPECT DELAYS PCMS DURING INACTIVE DETOUR WORK AHEAD EXPECT DELAYS (DETOUR) 19 SOUTH 4 0 DETOUR 19 SOUTH DETOUR 19 SOUTH 0 NTS US 19 NB FRONTAGE RD. SR 55 (US 19) BUS 19 SB FRONTAGE RD. 0 DETOUR 19 NORTH DETOUR 19 NORTH 0 0 0 �0 �0 00 --to m w J W 0 DREW ST. DETOUR 19 NORTH DETOUR 19 NORTH 0 0 0 GULF TO BAY BLVD. 0 1 0 0 DRUID RD. HARN BLVD. STEWART BLVD. NURSERY RD. C 0 co �0 �0 BELLEAIR RD. 0 ROOSEVELT BLVD. DETOUR 19 NORTH 9 8 0 S. BELCHER RD. ROAD CLOSED TO THRU TRAFFIC END DETOUR 0 0 ROAD CLOSED LEGEND: e Channelizing Device Work Zone Sign Type III Barricade Portable Changeable (Variable) Message Sign Work Zone NOTE: DETOURS TO BE USED DURING NIGHT TIME OVERHEAD CONSTRUCTION ACTIVITIES. SR 55 (US 19) DETOUR REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (3) USER: madeline.glassman 10/8/2020 4:50:15 PM Default SHEET NO. 57 T:\FOOT7\Projects\25688155201\roadway\TCDTRD01.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SOUTH! LEGEND: 13) N I I - DETOUR 19 1 Work Zone Sign Type III Barricade Portable Changeable (Variable) Message Sign Work Zone DETOUR 19 SOUTH DETOUR 19 SOUTH O O O ROAD CLOSED PCMS TWO WEEKS PRIOR HRN BLVD DETOUR STARTING *TIME* *MM/DD/YY* NOTE: DETOURS TO BE USED DURING PHASE II, CONSTRUCTION ON EB HARN BLVD. ROAD CLOSED TO THRU TRAFFIC PCMS DURING ACTIVE DETOUR HRN BLVD CLOSED AT US 19 FOLLOW DETOUR PCMS DURING INACTIVE DETOUR WORK AHEAD EXPECT DELAYS DRUID RD. HARN BLVD. cc cc S. BELCHER STEWART BL Ln :: NURSERY RD. BELLEAIR RD. HARN /I CC W Lo zo 0 L C) LVD. DETOUR NTS REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (4 SHEET NO. 58 USER: madeline.glassman 10/8/2020 4:50:16 PM Default T: \FDOT7\Projects\25688155201 \roadway\TC DT RDOI.d g n THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 035010 )11VM301S HARN BLVD. wioi3a US 19 SB FRONTAGE RD. NTS PHASE I LEGEND: 1:13 Work Zone Sign Work Zone . _ _ .. _ _ -. Pedestrian LCDs Conc. Sidewalk Asphalt Trail DETOUR it DETOUR it DETOUR DETOUR HARN BLVD. �noia it DETOUR HA RN NTS US 19 SB FRONTAGE RD. PHASE Illi LVD. PEDES TRIAN DE TOUR REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TE Y TRAFFIC CONTROL PLANS (6I USER: madeline.glassman 10/ /2020 4:50:16 PM Default SHEET NO. 59 T:\FDOT7\Projects\25688155201\roadway\TCDTRDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. PCMS TWO WEEKS PRIOR US 19 NB RAMP DETOUR STARTING *TIME* *MM/DD/YY* PCMS DURING ACTIVE DETOUR US 19 NB RAMP CLOSED FOLLOW DETOUR PCMS DURING INACTIVE DETOUR WORK AHEAD EXPECT DELAYS NTS SR 55 (US 19) NB US 19 NB FRONTAGE ROAD LEGEND: • Channelizing Device 01 Work Zone Sign Type III Barricade Portable Changeable (Variable) F Message Sign Work Zone CO NOTE: FOR INSIDE LANE CLOSURE, SEE STANDARD PLANS 102-613 FOR DEVICE PLACEMENT AND SPACING. ARRIDFR WALL CONS TR UC7ION DETOUR REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (6) USER: madeline.glassman 10/8/2020 4:50:17 PM Default SHEET NO. 60 T: \FDOT7\Projects\25688155201 \roadway\TCDTRD01.dgo THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 LEGEND: Work Zone Sign + Direction of Traffic Work Zone END ROAD WORK 500' SPEEDING FINES DOUBLED WHEN WORKERS PRESENT N US 19 SB FRONTAGE ROAD t HARN BLVD. 0 0 N END ROAD WORK 100' SPEEDING FINES DOUBLED WHEN WORKERS PRESENT 100' NTS F SR 55 (US 19) SB F F F SR 55 (US 19) NB 100' 100' 255' SPEEDING FINES DOUBLED WHEN WORKERS PRESENT 500' US 19 NB FRONTAGE ROAD END ROAD WORK ADVANCE WARNING DE TAIL REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (7) SHEET NO. 61 USER: madeline.glassman 10/8/2020 4:50:17 PM Default T: \FDOT7\Projects\25688155201\roadway\T CDTRDOI.d gn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A r y CONST. HARN BLVD. 1 19.5' I 10 RK ZONE SECTION A -A CHANNELIZING DEVICE SIDEWALK CLOSED R/W 'LINE L BEGIN 6" WHITE 45+94.51 MATCH EXIST. CONST. HARN BLVD. PRC 46+68.28, 4.71' RT CONST:; HARN BLVD. 48 N 89° 32' 21"W 6" WHITE CONST. HARN BLVD. BE_ BEGIN 6" DBL YELLOW 45+65.49 MATCH EXIST. K CONST. HARN BLVD. PC 46+11,19 11.46' RT HARN BOULEVARD SURVEY HARN BLVD. Q CONST. HARN BLVD. 6" DBL YELLOW TEMP. PIPE PLUG PRC PT 46+76.33, 16.43'vRT 47+42.91 21.51' RT Q CONST.- WARN BLVD. 4 CONST. HARN BLVD. REMOVE CONFLICTING EXIST. PAVEMENT MARKINGS R/W LINE LEGEND WORK ZONE • CHANNELIZING DEVICE •--110 PEDESTRIAN LCD PHASE I REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, IR., P.E. P E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (8) SHEET NO. 62 USER: madeline.glassman 10/8/2020 4:51:25 PM Default T: \F DOT7\Projects\25688155201 \roadway\TC PL RD101.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. CONST. HARN BLVD. 6' 21.5' SW K. WORK ZONE 10 10' w J _–L CHANNELIZING DEVICE SECTION B -B R/W LINE 48 4 CONST. HARN BLVD. tg SURVEY HARN BLVD. m N 89° 32' 21" W 6" WHITE REMOVE CONFLICTING EXIST._ - PAVEMENT MARKINGS HARN BOULEVARD R/W LINE LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD TEMP. ASPHALT FOR PEDESTRIAN TCP N 89° r32' 21" W vv' r-1 49 ( N B o•; MATCHLINE STA. 227+40.00 SBFR 2if1013a 035010 )IlVM301S PC 226+89.82, 12.03' RT SBFR PC 226+89,81, 9.03' RT SBFR BEGIN 6" WHITE END 6" WHITE 2-4 SKIP 226+80.00 12.04' RT 226+95.79 SBFR 12.00' LT. o• SBFR 610' R 620' R PC 226+89.82, 22.03' RT SBFR 6" YELLOW 10' (TYP.) END 6" WHITE 49+83.10 11.62' RT CONST. HARN BLVD. (TYOX \\t 6" DBL YELLOW STA. 49+50.74 (5.88 RT) CONST. HARN,BLVD.) TEMPORARY MANHOLE TYPE P-7 (4'X4' BOTTOM) INDEX 425-001 TOP EL. 16.78 Ti"PIPE FL 11.9 (LT) EXIST. 18" PIPE FL 11.75 (RT) \\ \\. v\ ■���� `\ \V \\12" W HI' E END 6" DBL. YELLOW 49+83.10, 21.87' RT 0 CONST. HARN BLVD. 226+16.21 11.95' LT SBFR BEGIN 6" WHITE 2-4 SKIP END 6" WHITE 226+20.00, 11.72' RT. SBFR R/W LINE SBFR fL0' R 6" 2-4 SKIP WHITE N 89° 32' , 21" W PT 226+35.65, 22.08' RT SBFR rn MATCHLINE STA. 226+00.00 SBFR PHASE I REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY" TRAFFIC CONTROL PLANS (9) USER: madeline.glassman 10/8/2020 4:51:49 PM Default SHEET NO. 63 T:\FDOT7\Projects\25688155201\roadway\tcplyd102.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 228+33.27 0.86' RT SBFR 6" WHITE R/W LINE END 6" WHITE 228+33.26 MATCH EXIST. SBFR rn N 0` 52` 4" E END 6" YELLOW 228+33.22 MATCH EXIST. SBFR 230 SR 55 (US 19) (SB) FRONTAGE ROAD PRC 227+59.13` 4:99' RT� PRC 227+59.47, 7.97' RT SBFR PRC 227+60.62 17.91' RT SBFR LEGEND WORK ZONE • CHANNELIZING DEVICE 0—IP PEDESTRIAN LCD SR -55 (US 19) (SB) PHASE I REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (10) USER: madeline.glassman 70/8/2020 4:52:12 PM Default SHEET NO. 64 T:\FDOT7\Projects\25688155201\roadway\tcplyd103.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 1" = 20' SBFR R/W LINE 6" WHITE Z_04" E BEGIN 6" WHITE SR 55 (US 19) (SB) FRONTAGE ROAD 224+89.78 MATCH EXIST. SBFR BEGIN 6" YELLOW\ 224+89.83 MATCH EXIST. SBFR LEGEND WORK ZONE ■ CHANNELIZING DEVICE •—• PEDESTRIAN LCD REMOVE CONFLICTING EXIST. PAVEMENT MARKINGS SR 55 (US 19) (SB) PRC 225+63.17 7.83' RT SBFR PRC 225+63.08 17.88' RT SBFR PHASE I dJ9S 00 00+9ZZ REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (11) USER: madeline.glassman 10/8/2020 4:52:34 PM Default SHEET NO. 65 T:\FDOT7\Projects\25688155201\roadway\tcplyd104.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. CONST. HARN BLVD. WORK ZONE LOW PROFILE BARRIER SECTION A -A 1- ano±a H1flOS 61. PT 47+42.92, 8.70' LT c CONST. HARN BLVD. PT 47+42.88, 1.30' RT CONST. HARN BLVD. BEGIN LOW PROFILE BARRIER /---R/W LINE! BEGIN 6" WHITE PRC 46+59.20 MATCH EXIST. c CONST. HARN BLVD. 6" WHITE N89°32'21"W 4 48 6" YELLOW CONST. HARN BLVD. BEGIN 6" YELLOW 45+65.57 MATCH EXIST. c CONST. HARN BLVD. PC 46+20.89 11.13' RT j CONST. HARN BLVD. PRC 46+86.60 6.18' RT Q CONST. HARN BLVD. TEMP. LOW PROFILE BARRIER REMOVE TEMP. PIPE PLUG SURVEY HARN BLVD. HARN BOULEVARD ROAD CLOSED SOUTH SOUTH SOUTH R/W LINE BEGIN TSW1 STA. 47+99.89 15.30' RT. 19 19 19 DETOUR 4- DETOUR LEGEND WORK ZONE TYPE 11I BARRICADE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD NOTE: SEE HARN BLVD. DETOUR FOR MORE INFORMATION DETOUR 1- END TSW1 STA. 47+99.66, 47.67' RT. PHASE II REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 S TATE OF FLORIDA DEPARTMENT OF TRAINSPORTAT]ON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (12) SHEET NO. 66 10/8/2020 4:53:05 PM Default T.\FDOT7\Projects\25688155201\roadway\tcplyd201.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61615-23.004, F.A.C. CONST. HARN BLVD. PT 48+5216, 11.00' LT CONST. HARN BLVD. END LOW PROFILE BARRIER 49+86.77 2.71' RT cj CONST. HARN BLVD. END 6" YELLOW 49+75.12, 1.00' LT 4 CONST. HARN BLVD. -"BEGIN 6" WHITE END 6" WHITE 2-4 SKIP 226+89.82, 1.03' RT SBFR MATCHLINE STA. 227+40.00 Ig SBFR 25' (TYP.) 6" WHITE FROM PHASE I R/W LINE - 03S010 6" YELLOW FROM PHASE I WIVM301S 6" WHITE REMOVE TEMP MANHOLE STA. 49+75.88 16.55' RT. PT 48+52.16, 1.00' LT CONST. HARN BLVD. SBFR 6" YELLOW HARN BOULEVARD 2" WHITE 6" 2-4 SKIP WHITE FROM PHASE I SURVEY HARN BLVD. TEMP. LOW PROFILE BARRIER 28 N 89" 32' 21" W END6" WHITE BEGIN 6" WHITE 2-4 SKIP 226+41.30, 12.07' RT .SBFR !! STA, 49+75.65 4892' RT R/W LINE - LEGEND WORK ZONE ■ CHANNELIZING DEVICE PEDESTRIAN LCD TEMP. ASPHALT FOR PEDESTRIAN TCP FROM PHASE 1 •. 226+16.21 11.95' LT SBFR R/W LINE MATCHLINE STA. 226+00.00 SBFR PT 226+20.00, 11.72' RT SBFR PHASE II In cc REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (13) SHEET NO. 67 USER: madeline.glassman 10/ /2020 4:53:30 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd202.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI5-23.004, F.A.0 MATCHLINE STA. 227+40.00 B SBFR R/W LINE 6" WHITE FROM PHASE I 4 6" YELLOW- FROM PHASE I SR 55 (US 19) (SB) FRONTAGE ROAD R 55 (US 19) (SB) LEGEND WORK ZONE ■ CHANNELIZING DEVICE 411,-40 PEDESTRIAN LCD PHASE 11 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPAR TMEN'T OF TRANSPORTATIIO_l' ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS ('14/) USER: madeline.glassman 10/8/2020 4:53:55 PM Default SHEET NO. 68 T:\FDOT7\Projects\25688155201\roadway\tcpIrd203.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004 1" = 20' SBFR 224 6" WHITE FROM PHASE -I- SR 55 (US 19) (SB) FRONTAGE ROAD \\N, SR 55 (US 19) (SB) LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD .. TEMP. ASPHALT FOR PEDESTRIAN TCP 6" YELLOW FROM PHASE I PHASE II REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (15) USER: madeline.glassman 10/ /2020 4;54:21 PM Default SHEET NO. 69 T:\FDOT7\Projects\25688155201\roadway\tcplyd204.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 BEGIN 6" YELLOW 516+65.70 MATCH EXIST. NBFR BEGIN 6" WHITE 516+65.70 MATCH EXIST. NBFR SR 55 (US 19) NB PC 517+25.00. 14.20' LT NBFR PRC 517+73.48 16.59' LT NBFR PT 518+22.76, 19.02' LT NBFR REMOVE CONFLICTING EXIST. PAVEMENT MARKINGS 6" YELLOW SR 55 (US 19) (NB) FRONTAGE 516 PC 517+25.09, 4.21' LT PRC 517+74.37, 6.63' LT NBFR R/W LINE ji 5 1° 26' 4" W PT 518+22.85, 9.02' LT LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD PHASE III REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANS PORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPO RAIR Y TRAFFIC CONTROL PLANS (16) SHEET NO. 70 USER: madeline.glassman 10/8/2020 4:55:09 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd301.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.C. BEGIN 6" WHITE END 6" 2-4 SKIP /518+93.11, 9.68' LT NBFR END 6" WHITE BEGIN 6" 2-4 SKIP /519+73.32, 10.44' LT $ NBFR REMOVE CONFLICTING EXIST PAVEMENT MARKINGS END 6" WHITE BEGIN 6" 2-4 SKIP 520+80.00, 11.45' LT NBFR BEGIN 6" WHITE END 6 2-4 SKIP 521+40.00, 12.01' LT. NBFR 6" WHITE 6" WHITE SR 55 (US 19) (NB) FRONTAGE ROAD 86.43 100.04' RT CITY OF CLEARWATER 40' EASEMENT, LEGEND WORK ZONE ■ CHANNELIZING DEVICE ♦• PEDESTRIAN LCD PHASE III REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY T/'AIFFIC CONTROL PLANS (17) SHEET NO. 71 USER: madeline.glassman 10/8/2020 4:55:40 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd302.dgn THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 1" _> 20' BEGIN 6" WHITE END 6" 2-4 SKIP 522+60.00, 13.14'-: LT NBFR END 6" WHITE BEGIN 6" 2-4 SKIP 522+00.00, 12.58' LT NBFR 6" YELLOW REMOVE CONFLICTING EXIST. PAVEMENT MARKINGS -- 6" WHITE tom\, X24 N 0" 52' 4,,,E O 0 R/W-{INE ----.. +86.43- 100.05' RT CITY OF CLEARWATER' 40' EASEMENT CITY OF CLEARWATER 49' EASEMENT LEGEND WORK ZONE • CHANNELIZING DEVICE —• PEDESTRIAN LCD PHASE ';\ III REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (18) SHEET NO. 72 USER: madeline.glassman 10/ /2020 4:56:09 PM Default T:\FDOT7\Projects\25688155201\roadway\tc plyd303.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US 19) NB END 6" WHITE BEGIN 6" 2-4 SKIP 526+08.63, 13.98' LT NBFR BEGIN 6" WHITE END 6" 2-4 SKIP 526+91.78, 14.36' LT NBFR REMOVE CONFLICTING EXIST. PAVEMENT MARKINGS 6" WHITE 6" YELLOW 6" 2-4 SKIP WHITE 6" WHITE SR 55 \ (In 19) (NB), FRONTAGEROAD ■ 525 N0°52'04"EI NBFR 25' (TYP.) ■ P1 STA. 525+50.40 526 S 0° 07' 56" E SR 55 (US 19) (NB) FRONTAGE ROAD• --PI STA. 526+65.-00 12" WHITE R/W LINE 0 D LEGEND WORK ZONE • CHANNELIZING DEVICE —• PEDESTRIAN LCD CITY OF CLEARWATER 49' EASEMENT= r- 0 0 00 Ci)D M 0 0 PHASE III REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (19) USER: madeline.glassman 10/8/2020 4:56:40 PM Default SHEET NO. 73 T:\FDOT7\Projects\25688155201\roadway\tcplyd304.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 5 5 (US 19) NB PC 529+00.00 24.73 NBFR REMOVE CONFLICTING EXIST PAVEMENT MARKINGS END 6" WHITE BEGIN 6" 2-4 SKIP ]"= 20' 6" YELLOW PRC 529+66.69 19.90' LT NBFR 25(TYP.) 530 R/W-LINE +86.43 100.05' RT 529+00.00, 14.73 NBFR PRC "529+69.23 —9.49 NBFR NBFR CL CONST. ENT. B +86.43 149.05' RT LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD TEMP. ASPHALT FOR PEDESTRIAN TCP ♦♦ CITY OF CLEARWATER 49' EASEMENT LICENSE AGREEMENT ROAD CLOSED PHASE 111 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTME'N'T OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (20) SHEET NO. 74 USER: madeline.glassman 10/8/2020 4:57.03 PM Default T: \FDOT7\Pro jects\25688155201 \roadway\tc plyd 305.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. PT 530+4255, - 5.:05Tf NBFR SR 55 (US 19) NB END 6" YELLOW 530+80.35 MATCH EXIST. NBFR END 6" WHITE 530+80.35 MATCH EXIST. NBFR 6" YELLOW 530 --- - 6" 2-4 SKIP WHITE JV 0°.V52' 04" E -53-1 NBF 3- NBFR N \ \ SR 55 (US 19) (NB) FRONTAGE ROAD 532 . R/W LINE WHITE, END 6" 2-21- - - - - _530+65.17, 4.05' LT NBFR----- LEGEND WORK ZONE • CHANNELIZING DEVICE Ia PEDESTRIAN LCD 12" WHITE FGT EASEMENT PHASE drill REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (21) SHEET NO. 75 USER: madeline.glassman 10/8/2020 4:57:26 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd306.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US '19) 6" WHITE FROM PHASE III 6" YELLOW FROM PHASE Ill (NB) FRONTAGE ROAD 516 ,■ 5 S1°26'4" W NBFR-?, LEGEND WORK ZONE ■ CHANNELIZING DEVICE •--• PEDESTRIAN LCD PHASE IV REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, IR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTRL PLANS (22) SHEET NO. 76 USER: madeline.glassman 10/8/2020 4:58:22 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd401.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 6" -WHITE, FROM PHASE III 6" YELLOW FROM PHASE III 6" WHITE FROM PHASE III 6" 2-4 SKIP WHITE FROM PHASE III SR 55 (US 19) (NB) FRONTAGE ROAD 6" WHITE FROM PHASE III 6" 2-4 SKIP WHITE FROM PHASE III 86 43 100.04' RT R/W LINE CITY OF CLEARWATER- 40' EASEMENT LEGEND WORK ZONE ■ CHANNELIZING DEVICE iv-. PEDESTRIAN LCD PHASE IV REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, IR., P.E. PE LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (25) SHEET NO. 77 USER: madeline.glassman 10/8/2020 4:58:52 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd402.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A ■ WORK ZONE CHANNELIZING DEVICE 0-110 TCP SR 55 (US 19) NB STA. 7+00.00 = NBFR STA. 523+56.93 24.00' LT 6" YELLOW FROM PHASE III CURVE DATA BLTCPI PI STA. = 7+86.62 4 = 25° 04' 21" D = 19° 45' 26" T 64.48 L = 126.90 R— 290.00 - PC STA. = 7+22.13 P_T_STA _.= 8+49..04 e = NC —,- 1,. (RT) TCP N -0°52'4"E SR 55 (US 19) (NB) FRONTAGE ROAD 6" WHITE FROM PHASE III CURVE BLTCP 1 Amm =ma. A w AOWL A I. A- M A A. NBFR R/W- LINE +86.43 100.05' RT +47.09 42.86' RT @ TCP PC +78.74, 38.60' RT r, B TCP'. `— CITY .OF CLEARWATER 40' EASEMENT 149.05 RT • CITY OF'.CLEARWATER 49' EASEMENT ICENSE AGREEMENT LEGEND PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION TEMP. ASPHALT FOR PEDESTRIAN TCP PHASE IV REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, IR., P.E. PE LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (24) SHEET NO. 78 USER: madeline.glassman 10/ /2020 4:59:27 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd403.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. PED. BRIDGE MAIN PIER [2' 2' 12' I� 2' SECTION A -A w TEMP. ASPHALT FOR PEDESTRIAN TCP TEMP. ASPHALT FOR DIVERSION LOW PROFILE BARRIER WALL 25' (TYP.) 6" WHITE FROM PHASE III 6" YELLOW FROM PHASE III SR 55 (US 19) NB 1"= 20' CURVE DATA BLTCPI PI STA. = 7+86.62 0 = 25° 04' 21" (RT) D = 19° 45' 26" T = 64.48 L = 126.90 R = 290.00 PC STA. = 7+22.13 PT STA. = 8+49.04 e = NC CURVE DATA BLTCP2 P I STA -__=.9:1-..9-2-_21 _ A = 52° 46' 35" (LT) -- D = 19° 45' 30 T = 143.87 L _ 267,11 _R_ - .289:98._ PC -STA, .= 8+49-.04 PT STA. = 11+16.15 e = RC NBFR PI STA. 525+50.40 PI STA. 526+65:00 (t. 9+2625 6 R/W LINE 13.20' LT $ TCP — — tCURVE-BLTCP_2 W-PRDFTL_-BARRI-E-R-WALL- =- 9+58.78 9+58.78 4.25' LT TCP TEMP. PIPE FL 12.4 LEGEND WORK ZONE • CHANNELIZING DEVICE 0—• PEDESTRIAN LCD i TEMP. ASPHALT FOR DIVERSION TEMP. ASPHALT FOR PEDESTRIAN TCP =21=O'F-1B"=T-EMP IIPE CITY OF CLEARWATER 49' EASEMENT i IE.4.4*1416411111I 245 52taLtned ka7 .4 1P - At 'moi PHASE IV REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (25) USER: madeline.glassman 10/8/2020 5:00:17 PM Default SHEET NO. 79 T:\FDOT7\Projects\25688155201\roadway\tcplyd404.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A. CURVE DATA BLTCP2 PI STA. = 9+92.91 A = 52° 46' 35" (LT) D = 19° 45' 30" T 143.87 L = 267.11 R = 289.98 PC STA. = 8+49.04 PT STA. = 11+16.15 e = RC CURVE DATA BLTCP3 P1 STA. = 11+73.43 A = 22° 20' 35" D = 19° 45' 14" T = 57.28 L = 113.11 R = 290.05 PC STA. = 11+16.15 PT STA. = 12+29.25 e = NC (RT)' END 6" WHITE _BEGIN 6" 2-4_SKJP __ ----527+93.197-15:03"-±T NBFR ___6" YELLOW FROM PFIA"S'11I CURVE BLTCP 3) SR 55 (US 19) NB TCP STA. 12+29.25 NBFR STA. 528+67.52 24.00' LT 1"=20' BEGIN 6" WHITE END 6" 2 4 SKIP 528+64:70, 15:08' LT- NBFR SR 55 (US 19) NB) FRONTAGE ROAD 25' (TYP.) 6" WHITE. FROM PHASE III 12" WHITE— a 529 530 CURVE BLTCP 2 PRC +16.15. 0.00' LT +86.43 / 100.05' RT R/W LINE 26.46' RT TCP NBFR CONST. ENT. B 15' OF 24" TEMP. PIPE TEMP. PIPE FL 11.0 TEMP." PIPE FL 12.0 18" TEMP. PIPE LEGEND WORK ZONE ■ CHANNELIZING DEVICE •--• PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION TEMP. ASPHALT FOR PEDESTRIAN TCP +86.43 149.05' RT CITY OF CLEARWATER 49' EASEMENT PHASE IV REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY" TRAFFIC CONTROL PLANS (26) SHEET NO. 80 USER: madeline.glassman 10/ /2020 5:00:45 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd405.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI5-23.004, F SR 55 (US 19) NB 530-- I - - 6" 2-4 SKIP WHITE FROM PHASE III 0° j52' 04" E SR 55 (US 19) (NB) FRONTAGE ROAD NBFR 531 6" WHITES FROM PHASE III 532 R/W LINE LEGEND WORK ZONE • CHANNELIZING DEVICE 0—• PEDESTRIAN LCD FGT EASEMENT PHASE IV REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY T!''AFFIIC CONTROL PLANS (27) SHEET NO. 81 USER: madeline.glassman 10/8/2020 5:01:13 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd406.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A 24 S.E. TRANSITION 22 20 18 0 I - = RC MATCH EXIST. TCP 8+02.03 EL. j 15:95 24 22 20 18 FILE GRADE LINE A i 16 EAIST. GROUND AT ig TCP ( ) 0.790% O N 0 N (+) 0.250% ( ), 0.$43% (j 0.168% Lri 14 12 10 8 6 T 16 14 12 10 8 0 6 REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 10/1/2020 5:01:16 PM Default STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (28) SHEET NO. 82 T:\FDOT7\Projects\25688155201 \roadway\PROFRDTCPOI.d gn THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 24 S.E. TRANSIT ON FROM ''RC TO AC 20 18 16 14 12 ILE GRADE LINE A ( )0.3000 10 8 IND,AT__.TCP +) 0.150° 1 ---.1 '.0 M a M Ltiw END PROF MATCH E TCP 11+30.70 EL. 15.39 18 16 14 12 10 8 6 REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madelme.g)assman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 0/8/2020 5:01:1/ PM Default STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (29) SHEET NO. 83 T:\FDOT7\Protects\25688155201\roadway\PROFRDTCP02.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 TCP . 28 d-- _ .26 .24. 22 w 28 26_ 24 !_. 22 20 18 _ .16 . 28 26 !____ .24. .22... .201_. 18i 16 L. 2R. • 26, • 24' w -4i 1 8+00.00': _7+ CO 00' 20. 18 16 �U1 — 22 x 20 __-- U) 7+47_09. _ 18'' 1 0 0 100 8 0 60 20 .rg TCP.........:.......... 0 4 0 SCALE: 0 80 1 0 = 20 HORIZ. 10' VERT. 1 0 0 cc 0 U W cc REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY Y TRAFFIC CONTROL PLANS (30) SHEET NO. 84 USER: charles.carroccetto 10/16/2020 10:09:56 AM Rdxsrd_shg T: \FDOT7\Projects\25688155201\roadway\RDXSROTCPOI.d gn TCP 28_!__ _26 . .24 72 w E/ISEMENT 28 261 24. 27 9+50.00 28' 28 _26!- .24.__: .22. _20 . _ 1 18 16!.. F - z' z (11w Qi 1:6 9+00 OU 26. - 24. 22. 20 _ 18' 16 !_ _Z6 24 --7 2R __ _26 24 2ZI CC 20 _J8 —_16! 1.6 8+50.00 22 20 18_' 16 130 1 0 1 0 6 0 40 20 TCP 20 40 80 SCALE: = 20 HORIZ. ' - 10' VERT. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS iii i USER: charles.carroccetto 10/16/2020 10:09:57 AM Rdxsrd shg SHEET NO. 85 T: \FDOT7\Projects\25688155201 \roadway\RDXSRDTCPOI.dgn TCP', -26. 24 .22i 20 U-1 28 26._ 24. 22 20 11+00.00 28' .26., 24. 22 26._24.22 _:20:._ 18 w EASEMENT 2R 26. 24 22 !_ __- 20. 18 _ 16. 10+50.00 16. 28 24',, 16 — -t- 1 26 __ 24 I L w' 16� 10+00.00 1 0 1 PO 100 60 40 20 TCP 0 40 80 SCALE: 1 0 = 20 HORIZ. = 10' VERT. 1,0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPO AR Y TRAFFIC CONTROL PLANS (32) USER: char les.carroccetto 10/ 6/2020 10:09:57 AM Rdxsrd_shg SHEET NO. 86 T:\FDOT7\Projects\25688155201\roadway\RDXSRDTCPOI.dgn CC 0 W O 0 W Q W 0 z 0 0 0 0 W J z 0 0 0 0 W W 0 0 W W 0 0 0 0 0 0 0 0 W 0 0 W 0 W 0 0 0 28' .26 .24._ .22 .... 20.•_ w J N w 0 z 0 0 7S_ 24 _22' _2D_— 16 N N w w N w N SCALE: 1"= 20' HORIZ. 1" = 10' VERT.__ TCP 0 0 N 0 u w N N N w 0 0 1 0 110 REVISIONS 20 DESCRIPTION DESCRIPTION MARK RONALD DUNN, JR., P.E. P E LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 0 �0 1 0 1'0 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPO AR Y TRAFFIC CONTROL PLANS (33) SHEET NO. 87 USER: charles.carroccetto 10/16/2020 10:19:10 AM Rdxsrd_shg T:\FDOT7\Projects\25688155201\roadway\RDXSRDTCPOLdgn SR 55 (US 19) NB SR 55 (US 19) (NB) FRONTAGE ROAD 6" WHITE FROM PHASE III 6" YELLOW FROM PHASE III 516 S I° 26' 4" W 25' (TYP.) NBFR LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD PHASE V-A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORA i'' Y TRAFFIC CONTROL PLANS (54) USER: madeline.glassman 10/8/2020 5:03:11 PM Default SHEET NO. 88 T:\FDOT7\Projects\25688155201\roadway\tcplyd501.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 6" WHITE FROM PHASE III SR 55 (US 19) NB 6" YELLOW FROM PHASE 111 6" WHITE FROM PHASE III 519 S 1° 26' 04" W, 6" 2-4 SKIP WHITE FROM PHASE III 6" WHITE SR 55 (US 19) (NB) FRONTAGE ROAD /�-FROM PHASE III 520 F 25' (TYP.) • 521 6" 2-4 SKIP WHITE FROM PHASE III NBFR R/W LINE CITY -OF CLEARWATER 40' EASEMENT - LEGEND WORK ZONE • CHANNELIZING DEVICE 0—• PEDESTRIAN LCD PHASE V-A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TAFFIC CONTROL PLANS (35) SHEET NO. 89 USER: madeline.glassman 10/8/2020 5:03:43 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd502.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A END 6" WHITE BEGIN 6" _2 -4 -SKIP - 523+37.70,13.87' LT NBFR - EG11 6":"'WHLTE,= _ END 6" 2-4 SKIP 524+69.45, 14.05' LT $ NBFR 6" YELLOW FROM PHASE III 6" WHITE FROM PHASE III 0o- 6" WHITE FROM PHASE III _7.6" 2-4 SKIP WHITE FROM PHASE III _ SR 55 (US 19) (NB) FRONTAGE ROAD 52!--4".E t : - 522 S,: 1° 26' 04" 141 _ T 25' (TYP.) NBFR 523 1 411 BEGIN 6"—WHITE W/ W/R/RPMS @ 5' 7+62.19,- 5y4, RT TCP 6" WHITE ® 77 ® ® o - -®®-7 7777 7+47.09 CITY -:OF CLEARWATER 40' -EASEMENT +86.43 149.05' RT! CITY OF CLEARWATER 49' EASEMENT LEGEND WORK ZONE ■ CHANNELIZING DEVICE IV—• PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION TEMP. ASPHALT FOR PEDESTRIAN TCP NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES. PHASE V-A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (36) SHEET NO. 90 USER: madeline.glassman 10/8/2020 5:04:17 PM Default T: \FDOT7\Projects\25688155201\roadway\tcpl rd503.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US 19) NB 1" = 20' 6" WHITE FROM PHASE III 6" YELLOW FROM PHASE III BEGIN 6" YELLOW WI 'Y/Y RPMS (a@ 5' 8+35.96; 0.00' LT TCP N '.SR 55 (USv19) (NB) FRONTAGE ROAD, NBFR 525 04" E I PI STA. 525+50.40 1 I 526 + 1 1 SO° 07'56"E, --PI STA. 526+65:00 - 527 NO°52'04"E 6" YELLOW W/ Y/Y RPMS @ 5' R/W LINE LOW PROFILE BARRIER WALL 25' /Typ.) Q 0 rn ti 6" WHITE W/ W/R RPMS @ 5' 8+64.66 12.00' RT TCP LEGEND WORK ZONE ■ CHANNELIZING DEVICE PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION I. TEMP. ASPHALT FOR PEDESTRIAN TCP 8+79.68 16.00' RT TCP CITY OF CLEARWATER 49' EASEMENT-= =� NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES. PHASE V-A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (37) SHEET NO. 91 USER: madeline.glassman 10/8/2020 5:04:50 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd504.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 6" YELLOW FROM PHASE III SR 55 (US 19) NB 1"= 20' TCP N0"52'04"E 5281 END 6" WHITE 6" YELLOW W/ Y/Y RPMS @ 5'25 loor 11 END 6" YELLOW W/ Y/Y RPMS @ 5' 11+04.76 0.00' LT TCP 6" 2-4 SKIP WHITE - FROM PHASE IV 529 530 W/ W/R RPMS( N5' 11+38.78 11+51.11 15.43' RT 20.75 RT TCP TCP • +86.43 / 100.05' RT s° 41114.Ngit* #.‘ 4 i•Or .0 I ' I. .00 10+99.84 12.00' RT TCP 10+99.83 -p 16.00' RT TCP 6" WHITE W/ W/R RPMS @ 5' LEGEND WORK ZONE ■ CHANNELIZING DEVICE 110--0 PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION TEMP. ASPHALT FOR PEDESTRIAN TCP 11+57.68 26.46' RT TCP CITY OF CLEARWATER 49' EASEMENT LICENSE AGREEMENT R/W LINE 12" WHITE 24" WHITE CONST. ENT. B +86.43 / 149.05' RT NBFR NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES. PHASE V-A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. PE LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (58) SHEET NO. 92 USER: madelme.glassman 10/8/2020 5:05:17 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd505.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 530 6" 2-4 SKIP WHITE FROM PHASE III SR 55 (US 19) NB SR 55 (US 19) (NB) FRONTAGE ROAD 53-1 NBFR 532 -� JV0°52'04"E 6" -WHITE- FROM PHASE III R/W LINE LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0--0 PEDESTRIAN LCD FGT EASEMENT PHASE V-A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (39) SHEET NO. 93 USER: madeline.glassman 10/8/2020 5:05:42 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd506.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A 6" YELLOW FROM PHASE III 6" WHITE FROM PHASE III LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0-0 PEDESTRIAN LCD PHASE V /I THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (40) USER: madeline.glassman 10/8/2020 5:06:19 PM Default SHEET NO. 94 T:\FDOT7\Protects\25688155201\roadway\tcpIrdb501.dgn 1" = 20' 6" WHITE FROM PHASE III 6" YELLOW —\ FROM PHASE III 6" WHITE FROM PHASE III 6" 2-4 SKIP WHITE FROM PHASE III 519 86.43 100.04' RT S 1° 26' 04" W, 6" WHITE SR 55 (US 19) (NB) FRONTAGE ROAD FROM PHASE II! 520 25' (TY P.) 521 6" 2-4 SKIP WHITE FROM PHASE III R/W LINE J NBFR CITY OF CLEARWATER- 40' EASEMENT LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD 'RASE V ID REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 4 TA TE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY Y TRAFFIIC CONTROL PLANS rel ) USER: madeline.glassman 10/8/2020 5:06:47 PM Default SHEET NO. 95 T:\FDOT7\Projects\25688155201\roadway\tcplydb502.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US 19) NB 6" YELLOW FROM PHASE III END 6" WHITE BEGIN 6" 2 4 SKIP 523+37.70,13.87' LT NBFR TCP 7 -N0°52',4"E 6" WHITE FROM PHASE III ■ 522 S1°26'04"INI 6" 2-4 SKIP WHITE FROM PHASE III • SR 55 (US 19) (NB) FRONTAGE ROAD 25' (TYP.) i 523 ,_________N____ s 6" WHITE FROM PHASE III • v~i 6" 2-4 SKIP,WHITE 524 N 0° 52' 4" E 6" WHITE +86.43 o • fr NBFR 100.05' RT -R/W-LINE 1 N, 12" WHITE 24" WHITE CITY OF CLEARWATER 40' EASEMENT LICENSE AGREEMENT LEGEND WORK ZONE • CHANNELIZING DEVICE PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION TEMP. ASPHALT FOR PEDESTRIAN TCP NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES. PHASE V REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (42) USER: madeline.glassman 10/8/2020 5:07:15 PM Default SHEET NO. 96 T:\FDOT7\Projects\25688155201\roadway\tcplydb503.dgn THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 SR 55 (US 19) NB le NBFR — 25- PL 6" WHITE FROM PHASE III 6" YELLOW FROM PHASE III \\. SR 55 (US 19) (NB) FRONTAGE ROAD - MEW Amok Aloft 525 52' 04" E PI STA. 525+50.40 R/W LINE 1 11144„, `t LEGEND WORK ZONE ■ CHANNELIZING DEVICE PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION 0-0 TEMP. ASPHALT FOR PEDESTRIAN TCP .526 5 0° 07' 56" E LOW PROFILE BARRIER WALL Aiii, 1041,„.Oilitii„ deft,Illinwlillmw7.:7---.w,...7'.. jam= j...k CITY OF CLEARWATER 49' EASEMENT—" PI STA. 526+65.-00 527 N0°52'04"E TCP s volor ./ s 101001 NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES. PHASE V REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (43) USER: madeline.glassman 10/8/2020 5:07:43 PM Default SHEET NO. 97 T:\FDOT7\Projects\25688155201\roadway\tcpIrdb504.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A. 6" YELLOW FROM PHASE III SR 55 (US 19) NB 1"=20' 6" WHITE FROM PHASE III\ N 0° 52' 04" Ei 528 6" 2-4- 5KIP-WHITE FROM PHASE IV 529 530 • 12" WHITE 24" WHITE CONST. ENT. B +86.43 / 149.05' RT LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD TEMP. ASPHALT FOR DIVERSION TEMP. ASPHALT FOR PEDESTRIAN TCP CITY OF CLEARWATER 49' EASEMENT LICENSE AGREEMENT NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES. PHASE V REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS '44) SHEET NO. 98 USER: madeline.glassman 10/8/2020 5:08:08 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplydb505.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 1"= 20' SR 55 (US 19) NB 6" 2-4 SKIP WHITE FROM PHASE 1I1 SR 55 (US 19) (NB) FRONTAGE ROAD 5-3-1 6"WHITE FROM PHASE Ill NBFR 532- LEGEND WORK ZONE • CHANNELIZING DEVICE •• PEDESTRIAN LCD FGT EASEMENT PHASE V REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 S TATE OF FLORIDA DEPARTME'N'T OF TR4N4PORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (45) SHEET NO. 99 USER: madeline.glassman 10/8/2020 5:08:34 PM Default T:\FDOT7\Projects\25688155201 \roadway\tc pl rdb506.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 0 0 6" YELLOW A FROM PHASE III SR 55 (US 19) (NB) FRONTAGE ROAD 516 S1°26'4"W 25' (TYP.) LEGEND WORK ZONE ■ CHANNELIZING DEVICE •--• PEDESTRIAN LCD PHASE VI REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY T/' CONTROL PLANS (46) USER: madeline.glassman 10/8/2020 5:09:06 PM Default SHEET NO. 100 T:\FDOT7\Projects\25688155201\roadway\tcplyd601.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 6" WHITE FROM PHASE III 519 S 1" 26' 04" W, 6" 2-4 SKIP WHITE FROM PHASE III SR 55 (US 19) NB 6" YELLOW FROM PHASE III SR 55 (US 19) (NB) FRONTAGE ROAD 6" WHITE FROM PHASE III 520 7. 25' (TYP.) • 521 6" WHITE FROM PHASE III 6" 2-4 SKIP WHITE FROM PHASE III R/W LINE NBFR CITY OF CLEARWATER 40' EASEMENT LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD PHASE VI REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (47) SHEET NO. 101 USER: madeline.glassman 10/ /2020 5:09:34 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd602.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 6" YELLOW FROM PHASE III 6" WHITE 4_ FROM PHASE III 522 S>1° 26' 04" 6" WHITE FROM PHASE III \ 6" 2-4 SKIP WHITE *PROM -PHASE-IV N0°52'4"E R/W-- LINE - CITY OF CLEARWATER 40` :EASEMENT +86.43 139.97' RT +86.4..3 149.05' RT CITY OF CLEARWATER 49' EASEMENT LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD TEMP. ASPHALT FOR PEDESTRIAN TCP PHASE VI REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. PE LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS 618) SHEET NO. 102 USER: madeline.glassman 10/8/2020 5:10:51 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd603.dgn THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US 19) NB 6" WHITE FROM PHASE III 6" YELLOW FROM PHASE III \\" VA SR 55 (US\19) (NB) F ONTAGE ROAD, N PI STA. 525+50.40 'P1 STA. 526+65:190 LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD TEMP. ASPHALT FOR PEDESTRIAN TCP CITY OF CLEARWATER 49' EASEMENT— PHASE VI REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (49) SHEET NO. 103 USER: madeline.glassman 10/8/2020 5:10:59 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd604.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US 19) NB 6" YELLOW FROM PHASE III 6" 2-4 SKIP .WHITE --- FROM PHASE IV 530 12 WHITE +86.43 100.05' RT R/W LINE NBFR 24" WHITE CONST. ENT. B +86.43 / 149.05' RT LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD CITY OF CLEARWATER 49' EASEMENT LICENSE AGREEMENT PHASE VI REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY T!''AFFIIC CONTROL PLANS (50) SHEET NO. 104 USER: madeline.glassman 10/8/2020 5:11:01 PM Default T:\FDOT7\Projects\25688155201\roadway\tc plyd605.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI5-23.004 SR 55 (US 19) NB 6" 2-4 SKIP WHITE FROM PHASE III SR 55 (US 19) (NB) FRONTAGE ROAD NBFR 532 - LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD FGT EASEMENT PHASE VI REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (51) SHEET NO. 105 USER: madeline.glassman 10/8/2020 5:11:03 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd606.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. BEGIN LOW PROFILE BARRIER 516+00.27, 18.07' LT !L3 NBFR PC 516+10.53, 17.25' NBFR END LOW PROFILE BARRIER 518+33.49, 17.25' LT NBFR LOW PROFILE BARRIER WALL SR 55 (US 19) (NB) FRONTAGE ROAD 6" YELLOW 6" WHITE 516 S1°26'4"W BEGIN 6" YELLOW 516+65.70 —MA NBFR BEGIN 6" WHITE 516+65.82 MATCH EXIST. NBFR END 6" WHITE BEGIN 6" 2-4 SKIP 518+73.27 4.00' LT NBFR LEGEND WORK ZONE ■ CHANNELIZING DEVICE 0—• PEDESTRIAN LCD PHASE VII REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS '52 SHEET NO. 106 USER: madeline.glassman 10/8/2020 5:11:12 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd701.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US 19) NB PT 519+71.48, 16.00' NBFR 6" YELLOW TEMP. BARRIER WALL (STAKED) BEGIN TEMP. BARRIER WALL 521+41.60, 34.46' LT $ NBFR - 519- _ 6" 2-4 SKIP WHITE S 1° 26' Q4" W� — — SR 55 (US 19) (NB) FRONTAGE ROAD 6" WHITE 520 521 R/W LINE NBFR END 6" 2-4 SKIP BEGIN 6" WHITE 519+/1 6.00' LT NBFR CITY OF CLEARWATER 40' EASEMENT, LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD PHASE VII REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY Y TRAFFIC CONTROL PLANS (53) SHEET NO. 107 USER: madeline.glassman 10/ /2020 5:11:16 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd702.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A SR 55 (US 19) NB TEMP. BARRIER WALL (STAKED) PT 524+28.85, 46.16' LT NBFR SR 55 (US 19) (NB) FRONTAGE ROAD 6" YELL0N( 6" WHITE PT 523+38.17, 16.00' NBFR 4.00' �\ 6" 2-4 SKIP WHITE 522 1° ,R' nA" MA LEGEND WORK ZONE • CHANNELIZING DEVICE •--• PEDESTRIAN LCD NBFR R/W--LINE END 6" WHITE BEGIN 6" 2-4 SKIP, 2337:99 NBFR +86.43 100.05' RT N0°52'4"E #-v I o 524 J 12" WHITE ND 2=44' "SK I P BEGIN 6" WHITE 524+15.91 4.00' LT NBFR CONS1\ t NT. A 24" WHITE 1-86.43 139.97' RT \-CITY OF CLEARWATER 40' EASEMENT CITY OF CLEARWATER 49' EASEMENT LICENSE AGREEMENT PHASE VII REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY T!'AFFIC CONTROL PLANS (54) SHEET NO. 108 USER: madeline.glassman 10/8/2020 5.11:20 PM Default T:\FDOT7\Projects\25688155201\roadway\tcp/rd703.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. TEMP. BARRIER WALL (STAKED) SR 55 (US 19) NB END TEMP. BARRIER WALL 525+82.31, 45.63' LT NBFR CO 6" WHITE 6" 2-4 SKIP WHITE 6" WHITE .525 NO°52'04"E 526+65-80 NBFR • R/W LINE NDA.,til I'I I7 -E'. BEGIN 6" 2-4 SKIP Sz +24.8 CITY OF --C 49' EASEM LEGEND WORK ZONE • CHANNELIZING DEVICE •—I PEDESTRIAN LCD EARWATER PHASE VII REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (55) SHEET NO. 109 USER: madeline.glassman 10/8/2020 5:11:24 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd704.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SR 55 (US 19) NB 1"=20' END6" 2.-4 SKIP BEGIN i " V MITE - 28+65.02 4.00LT \ NBER� NBFR 0=52' 04" 6" WHITE 6" 2-4 SKIP WHITE 8 ......— I- 6" WHITE 530 END 6" WHITE BEGIN 6" 2-4 SKIP 527+92.02 _r:60' L NBF;I +86.43 100.05 RT R/W LINE NBFR 12" WHITE 24" WHITE +86.43 149.05' RT LEGEND WORK ZONE ■ CHANNELIZING DEVICE •• PEDESTRIAN LCD CITY OF CLEARWATER \v 49' EASEMENT LICENSE AGREEMENT END 6" WHITE BEGIN 6" 2-4 SKIP 529+89.25 4.00' LT NBFR PHASE VII REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (56) SHEET NO. 110 10/8/2020 5:11:26 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd705.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 6" YELLOW 536- - N 0° 52' 04" E, 1111111111. 6" 2-4 SKIP WHITE j -- END 6" YELLOW 530+64.74 :JMAZLJ-1 E X ISI. 15.00FRLT' LT \\ SR 55 (US 19) NB SR 55 (US 19) (NB) FRONTAGE r6" WHITE 53-1 1 ROAD le NBFR -532 NBFR LEGEND WORK ZONE • CHANNELIZING DEVICE 4110-0 PEDESTRIAN LCD END 6" WHITE END ,6" 2-4 SKIP --530+64:74 _ _ _ . ___ 13EGT '6" -WHITE M -Arai E4tST.-'-`=' 330+64-74_- 4.OD hL7''L7 4.00' LT --- - - - FGT EASEMENT PHASE VII REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 S TATE OF FLORIDA DEPARTMENT OF TRANSPORTAT.ON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TEMPORARY TRAFFIC CONTROL PLANS (57) SHEET NO. 111 USER: madeline.glassman 10/ /2020 5.11:28 PM Default T:\FDOT7\Projects\25688155201\roadway\tcplyd706.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004 CLEARWATER PURIFICATION 6-4" BT & BFOC / TO REMAIN FRONTIER a NURSERY R 6-4" BT & BFOC / TO REMAIN FRONTIER 1-2.05" BFOC / PROP. UNITI FIBER / BY OTHERS =0C BFOC BFOC BFOC BF BFOC BFOC BFOC BFOC BFOC BFOC BFOC BI BFOC BFOC BFOC BFOC BFOC BFOC BFO 8C BFOC BFOC BFOC BFOC BFOC®fOC BFO�CI OC BfOCg ERN(' BFOC BFOC 6( 1BFOC eFOC BFOCCHRtOC-BFOC BFOC BFOi' SR 55 (US 19) (SB) FRONTAGE ROAD 907 �� ;908 909 910 -, 912 I. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND 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. UTILITY / AGENCY OWNERS: COMPANY CENTURY LINK (LEVEL 3 COMMUNICATIONS) BRIGHTHOUSE (CHARTER) CLEARWATER GAS CITY OF CLEARWATER WATER AND SEWER CITY OF ST. PETERSBURG DUKE ENERGY DISTRIBUTION FLORIDA GAS TRANSMISSION FRONTIER COMMUNICATIONS PINELLAS COUNTY UTILITIES WIDEOPENWEST (WOW) BAY COVE CROWN CASTLE SOUTHERN LIGHT (UNITI) CONTACT XAN RYPKEMA OZZIE PEREZ JACINTA GARCIA CORCOBA DUY NGUEYEN MICHAEL GEBLER ART GILMORE JOSEPH SANCHEZ GRANVILLE STEPHENS KELLY J. O'BRIEN DAVID HAMLIN EASLEY HOOFF SHAWN WILLIAMS DAVID WOODS TELEPHONE NUMBERS (720) 888-1089 (727) 329-2817 Alt.: (727) 270-4602 (727) 422-9998 (727) 562-4591 (727) 893-7197 Alt.: (727) 551-3162 (727) 893-9255 (407) 838-7171 (727) 562-1190 Alt.: (813) 892-2483 (727) 464-5492 (727) 239-0156 (404) 812-8204 (813) 947-6004 (813) 539-1180 15 (US 19) (NB) FRONTAGE ROAD 510 511 4.5" GM / TO REMAIN FGT 6' O� GLI) L,(U) G(D)----- BT(D)- - grip): -- BT(D)- -- ---- BT(D)-----L,- - 12-4" BT / TO REMAIN FRONTIER I- EASEMENT LINE REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 UTILITY ADJUSTMENTS (1) SR 55 SHEET NO. 112 USER: madeline.glassman 10/9/2020 12:00:29 PM Default T: \FDOT7\Projects\25688155201\utils\utadrdOLDGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A ECONO INN 1-2.05" BFOC / PROP, UNITI FIBER / BY OTHERS OF---- OF- OF OTV / TO REMAIN 120/240V OE / TO REMAIN /BHN DUKE ENERGY 2" GM / TO REMAIN CLEARWATERGAS 2" GAS VALVE / TO REMAIN CLEARWATER GAS, 2" GM / TO REMAIN /CLEARWATER GAS 2' GAS VALVE / TO REMAIN /CLEARWATER GAS ��j OF - - - • v OE - - OF _ R: BFOC BFOC-BFOC-#i &t OC $FOC IBF0114: i ° ; -r� BFOC-BIOC-BFO�j BFi3tfJB Fad i C eFoc eFoe e T d - ieFoe l#-sthe-a0� e OTV 0TV R/W LINE FOC OTV 6-4" BFOC & BT / TO REMAIN /FRONTIER OTV #OC BFOFTVOC - OTV BFOC BF BF 1" = 40' OTV / TO REMAIN /WOW 2" PE GM / TO REMAIN CLEARWATER GAS D, DE i FOC EFOC "ggam�D11Q C 6I�C BF 5(8)- - W(D)--- 912 913 N °1° 26' 4".E._ -5(s)------ -W(D)- - - S(:,) -W(D) - 8" SS / TO REMAIN CITY OF CLEARWATER SR 55 (US 19) (SB) FRONTAGE ROAD _ _S(B)- - - -'- - -W(D) -' -W(D) -" - -S(B)- - - -` -W(D)• - 914 5(B)W(D)- SBFR -W(D)- - - SR 55 915 -5(B)-, - - -- -W(D)- - -- 8" WM / TO REMAIN -5(B)- - - - - -S(B)- - - - -W(D)- - - ---fit W(Q}_ W(D} CITY OF CLEARWATER -W(D) -- - (D) BEGIN CONSTRUCTION SURVEY SR 55 (US 19) STA. 916+66.19 (US 19) (SB) 916 - -W(D) - -S(B)- 42" RCP / TO REMAIN, PINELLAS COUNTY 917 12 ° 26' 4" E (D) - - G(! OFOC / TO REMAIN CROWN CASTLE OFOE' / TO REMAIN CENTURYLINK 48" WM I TO REMAIN CITY OF ST. PETERSBURG 8" NPW / TO REMAIN` CITY OF CLEARWATER Exist. Overhead Sign /— Truss Structure 8" WM / TO REMAIN NPW(D)- -NPW( .„ W(D} --W(D)- -- - *(D 5-13•--- W(D)- e /CITY OF CLEARWATER -NPW(D)-- - NPW(D)- - _ (D}_vv NBFR- W(D} 514 W(D)- OTV / TO REMAIN BkIPJN(D)-----:-- W D _ R'(D)., 515 SURVEY SR 55 (US 19)-1 SR 55 (US 19) (NB) BLOW -OFF VALVE / TO REMAIN CITY OF ST. PETERBURG - -NPW(D OFOC- -- D) — —O€ -s - OFOC - - - - ' OFOCOFOC 5 SAF U =1 I ) ?�l 1 T ri! e BT(D} - . BT(D)- 8T(D)_ - BT(6)R- - " TDP AGE), R-0ADDFe = _ - - - - TYFOC -OFFS _ : - - : _ : KOC 12.47KV_ ::: UkOFf3G.._-_-__--G(01. . OE = OOC; -G(D) - - - 0� - : OFOG_ ) GID) (D)- - i ED)- _ ,.. _ - e, .1 - FOE OFOE' "- l7F c,12.47KV 0E7 TO REMAIN Q Z 6" WM' 'TO REMAIN DUKE ENERGYt G(DP TY OF.CLEARWATER,- P — — — — — — - 12.47KV OE / TO REMAIN /DUKE ENERGY 12.75' GM / TO REMAIN EASEMENT / FGT LINES ti 2" BIW GM / TO REMAIN CITY OF CLEARWATER 12-4" BT & BFOC / TO REMAIN FRONTIER BFOT l TO Rt EMA1 N FRONTIER 516 w( ==vA'2'r'k N}uIDcuP 11 N 1° 26'`4" E TH-KF09': Exist. Overhead Sign Truss Structure 8",NPW TO REMAIN CITY OF CLEARWATER 8" WM / TO REMAIN CITY OF CLEARWATER •"I�tPW(B) = NPW(B)' -" 517 0'OE- 411, ----W(O} UY(D} W(DJ GATE SETTING AND TAKE -OFF VALVE / TO REMAIN FGT 4.5" GM / TO REMAIN FGT OFOC / TO REMAIN WOW TV,/ TO REMAIN BHN 8" WM / TO REMAIN CITY OF CLEARWATER 36" RCP WM / TO REMAIN /CITY OF ST. PETERSBURG 'W(D)- -• --W(D)---- - -W(D)- - CROWN ACURA n/ el e e R/W LINE )_ ---OFO • - OFOE 6" WM / TO REMAIN CITY OF CLEARWATER - -W(D) - -W(D) iv)-_ two, (B)F0_ 3FdC" e'•ti-te OFOC _ OE - f1-- E_-__ e e v., ., ''OF Exist. ,0�e BF p -s •, � OTV' /'TO REMAIN • WOW 1 GAS VALVE / TO REMAIN CLEARWATER GAS Exist. Pole 12.47KV BE / TO REMAIN, DUKE ENERGY 48" WM / TO REMAIN CITY OF ST. PETERSBURG (D} - -W(D) 2" GM / TO REMAIN CLEARWATER;: GAS l', REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 UTILITY ARIUS TMENTS (2) .R55 SHEET NO. 113 USER: madeline.glassman 10/9/2020 12:00:41 PM Default T:\FDOT7\Projects\25688155201\utils\utadrd02.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.0 AUDI CLEARWATER /w(Di 8" WM / TO REMAIN CITY, OF CLEARWATER ca BFOC / TO REMAIN BHN 8"WM/TOREMAIN /CITY OF CLEARWATER 8" WM / TO REMAIN CITY OF CLEARWATER PULL BOX / TO REMAIN FRONTIER TO REMAIN FRONTIER 120/240V OE / /DUKE ENERGY TO REMAIN 6-4" BFOC & FRONTIER 8" WM / TO REMAIN CITY OF CLEARWATER ��,- - Tom)-` Fi--- Oc-BFO t9iE lIkc WoOli' �C l )BFOC @1HF0 _ aFP 5(B)---- - -W(D)- - -S(B)- ; - - - /(D)- N '1° 26' 4" E -5(B)------ - - -W(D)-,"- 5(B)- - - - W(D) 8" WM / TO REMAIN BFOC-BF- - -' -vv(D)- - -5(B)-'---- -W(D)- - - 120V OE / TO REMAIN DUKE ENERGY 2" PE GM / TO REMAIN L , •R/W LINE CLEARWATER GAS V'W(D)- -- BF FV BFdC-BF��f-OC B��{iC �C BFOC BFOC B -W(D).�----- ---W(D-- -- --- -w(13)-----W(:} ._ 111 S(e) W(D)- 55 (� ) 19) (SB) FF ��VTAGE ROADS(B)- ) - -W(D)- - ------ ---W(D)- ---- W -- --W(D) 0 2" GM / TO REMAIN CLEARWATER GAS -W(D)- -5(B)------ W(D)- - nF .,.._ BFOC BFOC-BFfBFOC BFI 16" WM / TO REMAIN CITY OF CLEARWATER 2" WM / TO REMAIN /PINELLAS COUNTY 2" WM / TO REMAIN PINELLAS COUNTY Exist. Overhead Sign —I Truss 'Structure 0 8" SS / TO REMAIN CITY OF CLEARWATER - - _ - - -W(BW(D)- - r - - -NPW(B)- - - -- - •NPW(D} z - - - STS - - -G(EG(D)- - - OFOFOC(IQ)_BFOC( $ --GID `UUCP • OFO� : PFOC Q OLBE Q FOC �-- O IN(D} - -NP G(D) .5 12-4" BT & BFOC / TO'REMAIN' FRO PULL BOX REMAIN FRONTIERNTIER O 4" PVC WM / FO REMAIN`"' CITY OFSCLEARWATER 12.75" GM /.TO REMAIN FGT, --W(D)--- '------ W(D}. NPW(D). ` - - °- - G(D)- - r - -NPW(D)- - 9 G( . _ ... - k = OT GtD1'1 OC 7 F $ SURVEY SR 55 (US 19) 120/240 OE / TO REMAIN DUKE ENERGY OFOC / TO REMAIN CROWN CASTLE 8"''WM / TI REMAIN CITY OF CLEARWATER 48"'WM / TO REMAIN CITY OF ST.PETERSBURG 2" XTRUBE GM / TO REMAIN CITY OF CLEARWATER SR 55 (US 19) (NB) FROTTAGE ROAD NPW(D} - --NPW(D} - •�•��}-- --- -GID}----• -----'G{D� ��--- --WVDJ•07V i-W(D,t OT6 ----W(D}-I 1 BT(D' R/W LINE f, _ .)- - - 8T(D) �BT(D)- OFOC OFOC OFOC fl�ZFq_o�-fr�� : -nr=.- -,j OT / TO REMAIN FRONTIER 12.47KV OE / TO REMAIN, DUKE ENERGY OFOC /TOF WOW OT / TO REMAIN FRONTIER OFOC- -- BFEE 4 OFC OFOppC • ` 12.47 KV OE / TO REMAIN DUKE ENERGY 48" WM / TO REMAIN CITY OF ST. PETERSBURG $ NBFR -W(e PW(n)- G(D)- W(Dt - -BT(D)- - -'- ()FOE• CENTURYLINK' 8"WM/TOREMAIN 'CITY OF CLEARWATER B" TY NPW OF/ CLEARWATER TO REM' IN CI' (D)-DTV 1 TO Cnl} (D} 'BHN -NPWD,NPW(B)- -NPW(D}W(DF G(D)- - - - -- - / I 1°26'4"E OTb --- - BT(D) OFOC - -G(D)- - - - - G623 - OT) BT( -B-) 4-4" BT / TO REMAIN, RONTIE73 VALVE BOX / TO REMAIN ' CLEARWATER GAS MANHOLE / TO REMAIN FRONTIER 12-4" BT / TO REMAIN FRONTIER -W(D)- = - - -----W(D)- , IMPERIAL COVE APARTMENTS TO REMAIN ,- CITY OF CLEARWAT CLEARWATER 40' EASEMENT 36" RCP WM / TO REMAIN (CITY OF ST- PETERSBURG - - -cvfr - -W(D} - - - -W(D)- 8" WM / TO REMAIN CITY OF CLEARWATERI REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P E LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 UTILITY ADJUSTMENTS (3) 45'R 55 SHEET NO. 114 USER: madeline.glassman 10/9/2020 12:00:49 PM Default T:\FDOT7\Projects\25688155201\utils\utadrd03.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A r SS / TO REMAIN Zit, CITY OF CLEARWATER 1" GM:I TO REMAIN - e CLEARWATER GAS 5(B); B- FOC -FOC _G(8 R/W LINE 2" GM / TO REMAIN CLEARWATER GAS 30" SS / TO REMAIN CITY OF CLEARWATER 2" GM / TO REMAIN CLEARWATER GAS 77 -75 -BT / TO REMAIN FRONTIER Li SPEEDWAY R/W LINE (D) SIB) G(D, OC BFOC ii G(D) - - -(9)MW(D =GIB)= W(D} _ _-._ _ =G(8)= =W(D)- = - _ - W(D)— PE GM'i\TO REMAJN ��� CFEARWATER GAS �`4'"'BFt1 F= --T i't7 R€MAIN FRONTIER 1" GAS VALVE / TO REMAIN CLEARWATER GAS 1-2.05"-BFOC / PROP— UNIT! FIBER / BY OTHERS BEGIN PROJECT A R1SER PULL - I U BE E 2" AIR RELEASE / MONITOR, PROTECT AND HOLD IN REMOVED / DUKE ENERGY* PLACE / CITY OF ST. PETERSBURG* OB PROP. RISER / DUKE ENERGY* O PROP. WOW!* POWER SUPPLY OD WOW!* POWER SUPPLY TO BE REMOVED NOTES: * PROP. CONDUIT LINE, SEE ROADWAY PLAN (3) 4BY OTHERS T H -CW 04 TH-KFO8 _ _ TH-CW05 G(B)QE p� -G(B)W(D =BF 9,19( BFOC BFOC BFOC BFOC • FO (D} _ ^ _ _ 8 W(D} _- -G(B)- BFOE / TO REMAIN CITY OF CLEARWATER TRAFFIC OPS -_--'-W(B} - �W(W-\ _ 8 `NPW / MBE REMOVED C- T REMAIN'=CIS'-.OJ= LEARI EERV-. UIWHOA; PINELLAS COUNTY 3-4" BT & BFOC TO REMAIN MATCHLINE A. 49+80.00 TH-23 EXIST. HH / TO BE ADJUSTED UNITI FIBER / BY OTHERS 18" RCP / TO REMAIN PINELLAS COUNTY 2-1.25" BFOC / TO REMAIN UNITI FIBER OTV / TO REMAIN BHN 120/240V OE / TO REMAIN DUKE ENERGY 4 -BT / TO REMAIN FRONTIER UIV / 10 REMAIN BHN BTV / PROP. BHN BY OTHERS 8" WM / TO REMAIN CITY OF CLEARWATE NEW WAVE AUTO SALES id/240V- OE - _ S(B) L-2AOV T(8)- -BT(Bi - FOC(D) - P �I - __ _BFDr1D1 5(8) - -0(B) 120V OE / TO REMAIN DUKE ENERGY 0.0.5 2" PE GM / TO REMAIN CLEARWATER GAS SR 55 (US 19) (SB) _ SURVEY_SR 55 (US _19)_ STA. 923+37.58 924- N O° 52' 4" E — -FRONTIER ___`--FR ONTIER 925 8" SS / TO REMAIN `CITY OF CLEARWATER 2" MDPE GM I TO REMAIN CLEARWATER GAS 2 4" -BT / PROP. FRONTIER 926 = _ _GIB) 'W(D) - m 2" PE GM / PROP. SR CLEARWATER GAS 0.0: "2" PE GM / TO Re -MA 9RWATRAS 2 -BT / TO BE REMOVED SF FRONTIER- - - -571RVEY - HARN BLVD. n �BFOC / TO REMAIN 927 FRONTIER EN 12" WM / TO REMAIN CITY OF CLEARWATER Exist. Overhead Sign Truss Structure 55 (US 19) (SB) FRON AGE ROA -WO} - -W(B)- DUKE ENERGY• - 17`47KV fiJE 7 0 BE RENtt7V`E D DUKE ENERGY / BY OTHERS' ' 12.47KV OE / PROP. DUKE ENERGY / BY OTHER D PROJECT OTV / TO BE REMOVED BHN / BY OTHERS SURVEY SR; 55 (US- 19) STA. 928+64.60 ¢ SURVEY SR 55 (US 19) N_QO° PI STA. 923+56.73 8" PVC FM / TO REMAIN CITY OF CLEARWATER 1" GM / TO REMAIN CLEARWATER--GAS SRY �CLEARWATER 5 (S 19) (NB) FR CITF 8 WA4 1 TO R€MAIA1 3-8T / TO REMAIN 48" WM / TO REMAIN CITY OF ST. PETERSBUR FRONTIER -- — 8" PVC FM / TO REMAIN CITY ,OF CLEARWATER 4-4" BT / TO REMAIN FRONTIER OTV- O-BE--REMbVED BHN / BY OTHERS u1- BT / TO REMAIN— - n FRONTIER W(B} - - 5(D} - -- RW(B) A 524 ONTAGE ROAD 8" NPW (IN CASING) HTO REMAIN CITY OF CLEARWATER SURVEY HARN BLVD: STA. 30+00.00 = tg SURVEY US 19 STA. 926+56.75 0 8" WM / TO REMAIN TH-06 CITY OF CLEARWATER S --10A CITY OF CLEARWATER TH-17 TH-ML01 TH-CW07 TH-KF10 928 E: - e0_ M /' 0 MAID ITY OF ST. PETERSBURG 48' WM / TO REMAIN CITY OF ST. PETERSBUR ---i 2 -OT / TO R€ -MAIN FRONTIER 4-4" BFC. / TO REMAIN FRONTI Ri OFOC / TO BE REMOVED 1fEW L -B -Y( OiHERS L BFOE-/ TO REMA OFC3C / TO SE REMOVED CROWN CASTLE/ BY OTHERS _ -W( - - " 5(w( PW(B) :_......-...._... r 94. < () - BFO (B) �4-4" 8 OC / TO REMAIN t r �,FRONTIER PULL -BOX--I TO -REMAIN- ____ _ _ __ F-RONTIER OFOC / TO BE REMOVED WOW / BY OTHERS WWT TOREMATiE - ITY OF CLEARWATER BFOC(B W( OTV / TO REMAI B HN BFOC(B)c•= H-10 H -1S j . 8TV BTV BTV _.. ,� BTV BN=�� GM / TO MAIN 4" NPW / PROP. EARWATER GAS CITY OF CLEARWATER / UWHCA AS VALVE / TO REMAIN END TSW2 ARWATER GAS STA. 925+16.00 DY15 CABINET / TO REMAIN FRONTIER CSBINET / TO REMAIN RONT I ER " - DUKE / BY OTHERS 12.47KV OE / REMAIN - - -W(D)- - - 144.33' RT ig SURVEY SR 55 (US 19) BE / PROP. IN CONDUIT DUKE ENERGY POT STA. 101+20.00 BE / TO BE REMOVED BAY COVE / BY FDOT CONTRACTOR 4"N 5;':TH-24 C iF.00 BF . • N BTV 12.47KV OE / TO BEREMOVED- 144.33' RT DUKEJ ENERGY,/ ;BY OTHERS Ig SURVEY SR 55 (US.49) EXIST. MH--/ TO BE ADJUSTED CITY OF CLEARWATER 49 EASEMENT CITY OF ST. PETERSBURG / BY OTHERS TH-08 1-2" HDPE BFOC / PROP. PW / TO BE REMOVED WOW / BY OTHERS BAY COVE APARTMENTS CITY OF CLEARWATER / UWHCA BE / PROP. IN CONDUIT*** BAY COVE / BY FDOT CONTRACTOR OFOC / PROP. 141(D)- --------- W(D)--- CROJ4LN CASTLE / BY OTHERS BTV / PROP. BHN / BY OTHERS BT / PROP. CENTURYLINK / BY OTHERS - - -W(D)- - - - - - - - - - -Wm I OFOC / PROP. �• CENTURYLINK / BY OTHERS TH-26 TH 75 - 5-14 BFO BFOC BFOC BFOC BF • : p,, 8 $ E 81V BTV 8TVBBTBTV BTV / TO BE REMOVED WOW / BY OTHERS OTV / TO BE REMOVED WOW / BY OTHERS 12.47KV OE / TO BE REMOVED DUKE ENERGY / BY OTHERS BT / TO REMAIN FRONTIER 12.47 KV OE / PROP. DUKE ENERGY / BY OTHERS ' 12.47KV OE / TO REMAIN DUKE ENERGY OTV / TO REMAIN BHN REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 UTILITY ADJUS TMENTS (4) SILL 5 SHEET NO. 115 USER: madeline.glassman 10/9/2020 12:01:00 PM Default T: \FDOT7\Projects\25688155201 \utils\utad rd04.DGN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.C. 12.47KV OE / TO REMAIN DUKE ENERGY OTV / TO REMAIN' /BHN 8" SS / TO REMAIN CITY OF CLEARWATER m Zw U U Q cc >z w EXist. Pole S(B)-w ----S(B)t.. B (e) DE 0E (8I QE BT 5) : OE G( C��% G(C7) E(DJ- =G(DI -�FQO(D):G(D)_ - 18" MANHOLE / TO REMAIN CITY OF CLEARWATER UNITI FIBER 18" MANHOLE / TO REMAIN CITY OF CLEARWATER 8" FM / TO REMAIN CITY OF CLEARWATER 2-1.25" BFOC / TO REMAIN 6' WM / TO REMAIN CITY OF CLEARWATER 3-4" BT & BFOC / TO Pti=MAIN FRONTIER 120/240V OE / TO REMAIN (DUKE ENERGY 0.0.5'2" PE GM / TO REMAIN. -A:, R ATER GAS m a OE, / TO REMAIN UNKNOWN S(D) a.h rer Exist. Pole 30" SS / TO REMAIN ✓CITY OF CLEARWATER BF D) t - % S(D)- - R/W LINE - - -W(D)- -- -G(B)- - - -__ _W(D) G(B) - -. �120/240V OE / TO REMAIN DUKE ENERGY W---------------------------------W(D, ---W(D)_- PULL BOX / TO REMAIN FRONTIER SBFR i.12.47V OE / TO REMAIN DUKE ENERGY Exist. Pole 120/240V OE / TO DUKE ENERGY REMAIN z7 U BFOC(D) -G(D)- G(B) -- N-0° 52' 4 E SR 55 (US 19) (SB) FRONTAGE ROAD WEP} Gf8) - WI1J} - G(B) - w(E)9- G(B) (D} G($) W(D} W(B) _ _W(8 _-W(BF._ W(�} =W(8 Ut']20/240V- - -BT BFOC(D) - W(Br_. �_ _ _ --W(B1="= - - -=W7g} 0 0 O 12 47K OE / PROP. W DUKE ENERGY / BY OTHERS i 8" WM / TO REMAIN CITY OF CLEARWATER 12.47KV OE / TO BE REMOVED DUKE ENERGY / BY OTHERS 929 END CONSTRUCTION _$ SURVEY SR 55 (US 19) STA. 930+79.58_ 930 931 2" PE GM / TO REMAIN CLEARWATER GAS 42" RCP -2 TO REMAIN, PIN€L-LAS_ COUNTY SR 55 (US 19) (SB) 932 6'W4VTO- REMAIN' % CITY E_ CI FARWATER___ 12.47KV OE / TO REMAIN DUKE ENERGY ¢ SURVEY SR 55 (US 19) 933 B) W(D) 934 W(D)- - 48"-WN7%-T0-REIMfATN CITY OF ST. PETERSBURG 4-4" BFOC / TO REMAIN FRONTIER 8" WM / TO REMAIN - CITY OF CLEARWATER -BF_OT-/_TO REMAIN FRONTIER O VTEMA7N= FRONTIER - N0°52' 4"E SR 55 (US 19) (NB) OFOC / TO REMAIN CROWN CASTLE 48"WM/TO REMAIN CITY OF ST. PETERSBURG OTV / TO REMAIN BHN 4-4" BFOC / TO REMAIN FRONTIER 8" WM / TO REMAIN CITY OF CLEARWATER 8"NPW A -TO -REMAIN -- CITY-OF CLEARWATER W(137 - --- SR 55 -SR55 W(B) 5.31 529 ,w(e)- 5/9) NPW(BJ - NPW(D)- -(9719 US 1�9) ( B%,FRONTAGE\ROAD\e} W(B)- W(B)- 532 W TC07 -=NFW(D-)-_ - - )- Exist. Pole B} PW(Dr NP 533 W(B)- - - - 534 N0 52'4 (9)9 Exist. Pole 8" WM / TO REMAIN CITY OF CLEARWATER TEM OTV / TO REMAIN BHN CITY OF CLEARWATER:. FOE APT -0 AEMAIN CITY' OF CLEARWATER (PRIVATE) Exist. Pole CO R/W LINE Exist. Pole Exist. Pole FGT 2-0T / TO REMAIN FRONTIER 2-BFOT / TO REMAIN FRONTIER OFOC / TO REMAIN BT / TO REMAIN FRONTIER Exist. Pole 4-4" BFOC / TO/REMAIN FRONTIER BFOT / TO REMAIN FRONTIER CITY OF CLEARWATER ARBOR OFFICE PARK co 12.47KV OE / TO REMAIN DUKE ENERGY WOW BFOC / TO REMA BHN r) BTV / TO REMAIN CENTURYLINK to 0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 UTILITY ADJUSTMENTS (5) SHEET NO. 116 USER: madeline.glassman 10/9/2020 12:01:03 PM Default THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. BTV / TO REMAIN WOW 1" XTRUBE GM / TO REMAIN CLEARWATER GAS 8" PVC WM / TO REMAIN CITY OF CLEARWATER • 120/240V BE / TO REMAIN DUKE ENERGY MORNINGSIDE EAST 2 APARTMENTS m \BTV / TO REMAIN WOW BT / TO REMAIN FRONTIER - -W(D)- ti BT / TO REMAIN ' FRONTIER BTV / TO REMAIN WOW O U O 2-1.25" BFOC / TO REMAIN UNIT! FIBER MORNINGSIDE EAST 1 APARTMENTS 2 -BT / TO REMAIN FRONTIER co m 0 m 0 ti 0 m 2" PE / PROP. CLEARWATER GAS / BY OTHERS CITY OF CLEARWATER / BY UWHCA 2 -BT / TO BE REMOVED FRONTIER / BY OTHERS 2 4" -BT / PROP. FRONTIER / BY OTHER 2 -BT / TO BE REMOVED FRONTIER / BY OTHERS, 120/240V BE / TO REMAIN DUKE ENERGY 12" WM / TO REMAIN CITY OF CLEARWATER R/W LINE (D)` _ BT(D)- _— = BT(D) 8�(B) ',- - ,- _N(Dt ealA - W Dj----BEQS0C(D) W(Q BE( ,-&)-;7---BE(D}\Waf)0C( D} _i \120/240V BE / TO REMAIN DUKE ENERGY +60.00 TH-18 BF (B) - - - - BFOC(B) - ._ = = =6T(8) - - -BT(B) °- _ _ CSC STARN 8 �. NEW WAVE AUTO SALES 120/240V OE / TO REMAIN DUKE ENERGY 18" RCP / TO REMAIN PINELLAS COUNTY TH-22 TH-21A TH-21 120/240V OE / TO REMAIN DUKE ENERGY 120/240V \ (S-3 18" PIPE --BFfOC(B) PW NPW NPW N FQC(B) BT(D) VNPWNPW NPW N*, NPWT BT / TO REMAIN FRONTIER W / TO REMAIN F CLEARWATER 0 N89°32'21"W BT / TO REMAIN HARN BOULEVARD FRONTIER POT STA. 27 , *0.00 BERi D BEb -BE(D)- -, ■>r ) E �NPW(D}—N/'W(D)- -NPW(B) _.I 13'; 2tS1W UM- /- 70 "REMAIN CLEARWATER GAS:- - BT / TO REMAIN FRONTIER 2 4" -BT / PROP. fi RONTIER— -BE(D)-_ - - T B) _ - PWW) NPW B) 120/240V BE / TO REMA DUKE ` NERGY R/W LINE 2' PE GM / TO BE REMOVED GILEARWATER GAS / BY UWHCA i B711.BfV $TV a J? DF BT% o0 1414. 6l� T ^ AMPtomji!: it 1101111 \120/240V BE / TO REMAIN DUKE ENERGY m 0 BTV / TO REMAIN/iv WOW 8" PVC WM / TO REMAIN CITY OF CLEARWATER WATERFORD APARTMENTS 0 FIRST CHOICE CHIROPRACTIC 120/240V BE / TO REMAIN DUKE ENERGY r L'1.1 0 W 8" NPW / TO BE REMOVED CITY OF CLEARWATER / BY UWHCA TH-ML03 TH-MLO4 TF MLO5 TH-ML08 TH-ML06 TH-ML07 2 -BT / TO BE REMOVED FRONTIER / BY OTHERS 2 -BT / TO BE REMOVED FRONTIER / BY/OTHERS 120/240V BE / TO BE REMOVED DUKE ENERGY / BY OTHERS BEGIN TSW1 STA., 926+50.91 288.00' LT S.URVEY SR 55 (US 19) 2" PE / PROP. TO BE PROTECTED CLEARWATER GAS / BY OTHERS END TSW1 STA. 926+18.53 288.00' LT SURVEY SR 55 (US 19) 8" NPW / TO BE DEACTIVATED CITY OF CLEARWATER / BY UWHCA TH-KF06 TH-KFO5 TH-KF04 TH-KF03 TH-KF02 TH-KF01 2 4" -BT / PROP. FRONTIER / BY OTHERS MANHOLE / TO BE ADJUSTED FRONTIER SPEEDWAY TH-CW01 TH-CW02 2 -BT / TO REMAIN FRONTIER 2" GM / TO REMAIN CLEARWATER GAS STA. 926+18.53 AA OFFSET 112.00', LT ri SURVEY SR 55 (US 19) 0BSTA. 926+50.91 OFFSET 112.00', LT SURVEY SR 55 (US 19) NOTE GAS VALVE / TO BE REMOVED CROSS BOX CABINET / TO REMAIN C CLEARWATER GAS / BY OTHERS E FRONTIER POWER POLE / TO BE REMOVED 8" NPW VALVES / TO BE REMOVED D DUKE ENERGY / BY OTHERS F CITY OF CLEARWATER / BY UWHCA TH', CWO3 TH-KF07 TH-CW04 O O 0 co 0 l_ MATCHLINE REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 UTILITY ADJUS =NTS' (6) HARN /t LVD. SHEET NO. 117 USER: madeline.glassman 10/9/2020 12:01:05 PM Default T:\FDOT7\Projects\25688155201\utils\UTADRD06.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 INDEX OF SUMMARY OF QUANTITIES SHEET NO. SHEET DESCRIPTION SQ -1 SUMMARY OF LUMP SUM ITEMS, SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS SO -2 SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS 5Q-3 SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS SO -4 SUMMARY OF PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICES, SUMMARY OF SPECIAL DETOURS, SUMMARY OF TEMPORARY CRASH CUSHIONS SQ -5 SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES 50-6 SUMMARY OF LITTER REMOVAL AND MOWING 5Q-7 SUMMARY OF LITTER REMOVAL AND MOWING, SUMMARY OF MONITOR EXISTING STRUCTURES SQ -8 SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS SQ -9 SUMMARY OF EARTHWORK, SUMMARY OF DRIVEWAY BASE SQ -10 SUMMARY OF PAVEMENT, SUMMARY OF RAILING SQ -11 SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS, SUMMARY OF PERMANENT BARRIER WALL SQ -12 SUMMARY OF SIDEWALK & DETECTABLE WARNINGS SO -13 SUMMARY OF DITCH PAVEMENT, SUMMARY OF MISCELLANEOUS DRAINAGE ITEMS 50-14 SUMMARY OF PERFORMANCE TURF SQ -15 TABULATION OF QUANTITIES PAY ITEM NOTES 520- 1- 10 COST OF ASPHALT BASE CURB PAD AND ADDITIONAL CURB THICKNESS IS INCLUDED IN THE COST OF CURB AND GUTTER 570- 1- 2 INCLUDES APPROXIMATELY 508 SY SOD FOR TEMPORARY EROSION CONTROL 1050-16-002 COORDINATE WITH CLEARWATER GAS PRIOR TO REMOVAL OF THE PIPE TO ENSURE THE UTILITY IS NO LONGER IN SERVICE. MATERIAL REMOVED SHALL BE DISPOSED OF BY THE CONTRACTOR - VERIFY THE GAS MAIN IS OUT OF SERVICE, CUT & CAPPED PRIOR TO REMOVAL. SUMMARY OF LUMP SUM ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION QUANTITY DESIGN NOTES CONSTRUCTION REMARKS P F 0101 1 MOBILIZATION 1 TOTAL DURATION QUANTITY TOTAL DAYS P P DAYS P SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION UNIT PHASE I PHASE II TOTAL DESIGN NOTES CONSTRUCTION REMARKS DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL DAYS P P DAYS P P P F 0102 1 MAINTENANCE OF TRAFFIC LS 1 345 CALENDAR DAYS 0102 60 WORK ZONE SIGN ED 27 45 1215 110 92 10120 11335 0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 244 244 244 0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 27 60 1620 110 41 4510 6130 0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 34 2 68 110 1 110 178 INCLUDES 7 DAYS PRIOR 0102 115 TYPE III BARRICADES ED 27 110 4 440 440 0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.182 0.182 0.068 0.068 0.250 0710 11 123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 72 72 70 70 142 0710 11 125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 0710 11 141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.023 0.023 0.004 0.004 0.027 0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.224 0.224 0.078 0.078 0.302 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMAIR Y OF QUANTITIES SHEET NO. SQ -1 USER: madeline.glassman 10/8/2020 5:12:37 PM Default T:\FDOT7\Projects\25688155201\roadway\SUMORDOLdgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION UNIT PHASE III PHASE IV TOTAL DESIGN NOTES CONSTRUCTION REMARKS DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL DAYS P P DAYS P P P F 0102 1 MAINTENANCE OF TRAFFIC LS P F 0102 1 MAINTENANCE OF TRAFFIC LS 0102 60 WORK ZONE SIGN ED 27 23 621 30 15 450 1071 ED 35 171 0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 595 6580 0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 0102 71 15 0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 96 96 96 0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 27 53 1431 30 60 1800 3231 0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 35 109 3815 35 62 2170 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 132 132 0102 115 TYPE III BARRICADES ED 27 6 162 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY 162 35 11 385 0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.400 0.400 0102 115 0.400 TYPE III BARRICADES ED 35 0710 11 123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 4 193 193 980 49 49 242 0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 0710 11 125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 0.104 ]] 11 11 0710 11 0710 11 141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.136 0.136 0.136 143 0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" 0.268 0.268 22 22 0.268 22 0710 11 141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.073 0.073 NOTE: THAT PHASE V-A AND PHASE V-8 REPRESENT DAY TIME AND NIGHT TIME CONSTRUCTION OF THE SAME WORK PERIOD. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -2 USER: madeline.glassman 10/8/2020 5:12:38 PM Default T: \FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION UNIT PHASE V-A PHASE V -B TOTAL DESIGN NOTES CONSTRUCTION REMARKS DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL DAYS P P DAYS P P P F 0102 1 MAINTENANCE OF TRAFFIC LS 0102 60 WORK ZONE SIGN ED 35 171 5985 35 17 595 6580 0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 35 109 3815 35 62 2170 5985 0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 132 132 132 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 35 11 385 35 385 0102 115 TYPE III BARRICADES ED 35 24 840 35 4 140 980 0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.104 0.104 0.104 0710 11 123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 143 143 143 0710 11 125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 22 22 22 0710 11 141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.073 0.073 0.073 0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.051 0.051 0.051 NOTE: THAT PHASE V-A AND PHASE V-8 REPRESENT DAY TIME AND NIGHT TIME CONSTRUCTION OF THE SAME WORK PERIOD. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -2 USER: madeline.glassman 10/8/2020 5:12:38 PM Default T: \FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION UNIT PHASE VI PHASE VII TOTAL DESIGN NOTES CONSTRUCTION REMARKS DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL DAYS P P DAYS P P P F 0102 1 MAINTENANCE OF TRAFFIC LS 1 0102 60 WORK ZONE SIGN ED 12 36 0102 60 WORK ZONE SIGN ED 96 23 2208 8 43 344 2552 0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 0102 71 15 10 10 10 0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE 440 440 440 0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 224 224 224 756 23926 0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 96 76 7296 8 66 528 7824 132 0702 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 571 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED ED 8 1 8 8 0102 115 TYPE III BARRICADES ED 8 2 16 16 0710 11 123 0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.031 0.031 0.280 0.280 0.311 0710 ]] 125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" 0710 ]] 123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 118 118 78 143 143 261 0710 11 141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0710 11 125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 22 22 23 23 45 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0710 11 141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.889 0.133 0.133 0.133 0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.268 0.268 0.268 SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION UNIT PHASE VIII TOTAL GRAND TOTAL DESIGN NOTES CONSTRUCTION REMARKS DURATION QUANTITY TOTAL DAYS P P P F P F 0102 1 MAINTENANCE OF TRAFFIC LS 1 0102 60 WORK ZONE SIGN ED 12 36 432 432 21970 0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 254 0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 440 0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 320 0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 12 63 756 756 23926 0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 132 0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 571 0102 115 TYPE III BARRICADES ED 1598 0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.065 0710 11 123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 788 0710 ]] 125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 78 0710 11 141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" GM 0.369 0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.889 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SUMMARY OF QUANTITIES SHEET NO. SQ -3 USER: madeline.glassman 10/8/2020 5:12:40 PM Default T: \FDOT7\Projects\25688155201\roadway\SUMORD01.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 SUMMARY OF TEMPORARY CRASH CUSHIONS SUMMARY OF PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICES CONST. PHASE LOCATION STA. TO STA. SIDE LENGTH DAYS QUANTITY SPECIAL DETOUR TEMPORARY PAVEMENT DESIGN NOTES CONSTRUCTION REMARKS 0102 74 8 FD P F 1 46+25.19 to 46+25.21 LT 4 P 29 116 F CL CONST. HARN BLVD. CY I 226+00.79 to 226+00.79 LT/RT 6 IV 29 174 5308 BL SBFR 1 I 226+95.03 to 227+18.96 LT 30 29 870 BL NBFR I 226+95.34 to 227+29.41 LT/RT 40 29 1160 1 255 II 46+39.72 to 46+39.75 RT 4 BL NBFR, EW INCLUDES BOTH PEDESTRIAN & TEMPORARY DETOURS 117 468 49+99.31 to 50+00.00 CL CONST. HARN BLVD. LS 11 46+69.01 to 46+69.04 RT 4 117 468 1 5 II 47+09.71 to 47+09.73 RT 4 7948 117 468 II 225+77.95 to 226+48.75 LT/RT 77 117 9009 BL SBFR 528+64.12 to 528+75.12 RT 11 225+91.95 to 226+60.79 LT 75 117 8775 7 II 226+93.73 to 227+29.41 LT/RT 42 523+27.51 to 523+32.51 117 4914 Il 226+94.99 to 227+18.96 LT 30 117 3510 IV III 526+70.37 to 528+69.75 LT/RT 221 29 6409 BL NBFR III 526+87.14 to 528+74.55 LT 194 29 5626 RT 7956 IV 523+28.13 to 528+15.80 LT/RT 505 32 16160 7 BL NBFR IV 523+33.22 to 528+16.10 LT/RT 505 32 16160 V 523+99.37 to 528+07.86 RT 419 37 15503 BL NBFR V 524+03.02 to 527+97.93 RT 405 37 14985 VI 524+08.24 to 528+15.80 RT 420 102 42840 BL NBFR VI 524+16.48 to 528+16.10 RT 414 102 42228 SUB -TOTAL: 189843 TOTAL: 189843 SUMMARY OF TEMPORARY CRASH CUSHIONS SUMMARY OF SPECIAL DETOURS STATION TTC PHASE LOCATION SIDE AREA ID UNITS SPECIAL DETOUR TEMPORARY PAVEMENT SPECIAL DETOUR TEMPORARY EARTHWORK/BASE PEDESTRIAN SPECIAL DETOUR DESIGN NOTES CONSTRUCTION REMARKS P 0102 2200 VII 0102 2300 0102 4 STA. TO STA. P 24.00 SY F P BL SURVEY SR 55 (US 19) CY F P SY F IV 524+01.97 to 527+98.37 RT 5308 LS 1 678 BL NBFR IV 524+01.97 to 527+98.37 RT LS 1 255 BL NBFR, EW INCLUDES BOTH PEDESTRIAN & TEMPORARY DETOURS I 49+99.31 to 50+00.00 LT 7945 LS 1 5 CL CONST. HARN II 49+97.87 to 50+00.00 RT 7948 5 III 528+64.12 to 528+75.12 RT 7952 7 BL NBFR IV 523+27.51 to 523+32.51 RT 7929 4 IV 523+99.53 to 528+05.94 RT 5322 229 VI 524+10.42 to 524+21.42 RT 7956 7 SUMMARY OF TEMPORARY CRASH CUSHIONS TTC PHASE STATION OFFSET (FT) SIDE WORK ZONE SPEED (MPH) TEST LEVEL (TL -2 OR TL -3) WIDTH OF HAZARD (IN) LENGTH RESTRICTION (FT) TEMPORARY CRASH CUSHION DESIGN NOTES CONSTRUCTION REMARKS 0102 89 1 P F VII 921+29.59 56.54 RT 55 TL -3 24.00 N/A 1 BL SURVEY SR 55 (US 19) SUB -TOTAL: 1 TOTAL: 1 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 P I NELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -4 USER: madeline.glassman 10/8/2020 5:12:41 PM Default T: \FDOT7\Pro jects\25688755207\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -5 USER: madeline.glassman /8/ erau T: \FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 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 47+12.13 to 49+87.68 RT 296.5 CL CONST. HARN BLVD. 47+37.35 to 47+84.99 LT 47.6 48+09.48 to 48+46.79 LT 37.3 48+78.54 to 49+88.46 LT 140.0 100+20.31 to 101+04.09 RT 101.3 CL CONST. ENT. A 200+10.95 to 200+55.29 LT 55.0 CL CONST. ENT. B 200+69.19 to 200+87.57 LT 52.8 523+93.95 to 525+96.52 RT 240.9 BL NBFR 526+04.01 to 528+14.84 RT 226.1 45+65.50 to 50+00.00 LT/RT 2 CL CONST. HARN BLVD. 523+38.17 to 528+65.02 LT/RT 2 BL NBFR 49+50.95 to 49+50.98 LT 1 CL CONST. HARN BLVD. 49+51.12 to 49+51.14 RT 1 200+95.98 to 200+96.05 LT 1 CL CONST. ENT. B 225+94.15 to 226+00.15 LT 227+85.55 to 227+91.55 LT 1 516+21.79 to 516+27.78 LT 1 BL NBFR 516+36.23 to 516+42.23 RT 1 517+96.65 to 518+02.65 LT 1 518+56.92 to 518+62.92 LT 1 520+35.75 to 520+41.74 RT 1 520+97.86 to 521+03.86 RT 1 521+53.15 to 521+59.15 RT 1 524+45.63 to 524+51.62 LT 1 525+96.77 to 526+02.76 RT 1 527+21.28 to 527+27.28 RT 1 527+73.35 to 527+79.35 RT 1 528+36.98 to 528+42.98 RT 1 529+99.33 to 530+05.33 RT 1 530+45.75 to 530+51.75 RT 1 530+95.26 to 531+01.26 RT 1 SUB -TOTAL: 1197.5 4 20 TOTAL: 1198 4 20 REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -5 USER: madeline.glassman /8/ erau T: \FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SUMMARY OF LITTER REMOVAL AND MOWING CONST. PHASE LOCATION SIDE DURATION (DAYS) FREQUENCY (DAYS) LITTER REMOVAL MOWING DESIGN NOTES CONSTRUCTION REMARKS 0107 1 0107 2 AREA ID CYCLES AREA AREA ID CYCLES AREA STA. TO STA. AC/ CYCLE TOTAL (AC) AC/ CYCLE TOTAL (AC) P F P F ALL 516+65.70 to 519+40.15 LT/RT 345 30 40084 12 0.058 0.696 BL NBFR ALL 516+65.70 to 530+80.02 LT 345 30 40677 12 0.525 6.3 ALL 523+44.01 to 526+31.44 RT 345 30 33373 12 0.181 2.172 ALL 523+90.69 to 528+17.02 RT 345 30 33443 12 0.031 0.372 ALL 526+68.28 to 528+65.02 LT/RT 345 30 33399 72 0.175 2.1 ALL 528+65.02 to 530+80.00 RT 345 30 40079 12 0.059 0.708 ALL 224+89.82 to 228+33.23 RT 345 30 40049 12 0.075 0.900 BL SBFR ALL 224+89.84 to 226+01.44 LT 345 30 40037 12 0.031 0.372 ALL 226+99.34 to 228+33.18 LT/RT 345 30 40736 72 0.046 0.552 ALL 200+67.54 to 200+87.00 LT 345 30 33433 12 0.003 0.036 CL CONST. ENT. B ALL 45+65.48 to 47+25.96 RT 345 30 39932 12 0.069 0.828 CL CONST. HARN BLVD. ALL 45+65.50 to 47+42.93 LT 345 30 39921 12 0.083 0.996 ALL 47+06.49 to 47+42.91 RT 345 30 38082 12 0.013 0.156 ALL 47+42.90 to 49+99.65 RT 345 30 33340 12_ 0.116 1.392 ALL 47+42.92 to 50+00.00 LT 345 30 40717 12 0.115 1.380 ALL 516+65.70 to 517+05.29 RT 345 30 41414 12 0.002 0.024 BL NBFR ALL 517+33.27 to 518+91.55 RT 345 30 41428 12 0.007 0.084 ALL 523+91.49 to 525+97.54 RT 345 30 37819 12 0.166 1.992 ALL 525+35.00 to 526+39.09 RT 345 30 37841 72 0.046 0.552 ALL 526+02.63 to 528+16.35 RT 345 30 37874 12 0.118 1.416 ALL 526+39.50 to 526+94.00 RT 345 30 37954 12 0.025 0.300 ALL 526+73.54 to 526+97.68 RT 345 30 37893 12 0.003 0.036 ALL 526+84.28 to 528+65.02 RT 345 30 37901 12 0.059 0.708 ALL 528+42.02 to 528+72.23 RT 345 30 37932 12 0.031 0.372 ALL 528+72.14 to 530+04.99 RT 345 30 40998 12 0.012 0.144 ALL 530+48.31 to 530+80.00 RT 345 30 41005 12 0.003 0.036 ALL 226+93.74 to 228+33.11 LT 345 30 40902 12 0.011 0.132 BL SBFR ALL 100+19.11 to 101+06.64 RT 345 30 37780 12 0.024 0.288 CL CONST. ENT. A ALL 100+19.11 to 100+69.86 LT/RT 345 30 37795 12 0.020 0.240 ALL 200+67.98 to 200+87.00 LT 345 30 37946 12 0.001 0.012 CL CONST. ENT. B ALL 45+65.51 to 45+75.28 LT 345 30 40855 12 0.002 0.024 CL CONST. HARN BLVD. ALL 45+84.48 to 46+14.21 RT 345 30 40794 72 0.001 0.012 ALL 45+86.45 to 46+14.28 RT 345 30 40788 12 0.006 0.072 ALL 45+94.90 to 46+17.48 LT 345 30 40817 12 0.006 0.072 ALL 46+22.41 to 47+18.41 LT 345 30 40811 12 0.028 0.336 ALL 46+22.46 to 47+21.21 LT 345 30 40829 12 0.002 0.024 SUB -TOTAL: 18.960 SUB -TOTAL: 6.876 TOTAL: 18.96 TOTAL: 8.81 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -6 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. USER: madeline.glassman 10/8/2020 5:12:45 PM Default T: \FDOT7\Projects\25688155201\roadway\SUMQRD01.dgn SUMMARY OF LITTER REMOVAL AND MOWING CONST. PHASE LOCATION SIDE DURATION (DAYS) FREQUENCY (DAYS) LITTER REMOVAL MOWING DESIGN NOTES CONSTRUCTION REMARKS 0107 1 0107 2 AREA ID CYCLES REAATOTAL ATOTAL AREA ID CYCLES REA STA. TO STA. AC/ CYCLE (AC) AC/ CYCLE (AC) P F P F ALL 46+38.14 to 46+71.81 RT 345 30 3 2577 HARN BLVD., CLEARWATER, FL 33764 40799 12 0.001 0.012 CL CONST. HARN BLVD. ALL 46+38.35 to 46+69.29 RT 345 30 X 5 40805 12 0.007 0.084 X ALL 47+06.57 to 47+42.90 RT 345 30 40869 12 0.001 0.012 ALL 47+09.53 to 47+42.91 RT 345 30 38069 12 0.008 0.096 ALL 47+37.69 to 47+42.92 LT 345 30 40824 12 0.001 0.012 ALL 47+42.90 to 49+91.74 RT 345 30 40914 12 0.080 0.960 ALL 47+42.92 to 47+82.01 LT 345 30 37720 12 0.009 0.108 ALL 47+42.93 to 47+84.00 LT 345 30 37729 12 0.002 0.024 ALL 48+03.87 to 48+34.50 RT 345 30 37710 12 0.003 0.036 ALL 48+08.00 to 48+42.00 LT 345 30 37737 12 0.002 0.024 ALL 48+10.30 to 48+41.62 LT 345 30 37744 12 0.003 0.036 ALL 48+39.69 to 48+54.94 RT 345 30 37715 12 0.001 0.012 ALL 48+56.76 to 49+68.82 RT 345 30 37682 12 0.022 0.264 ALL 48+76.00 to 49+85.30 LT 345 30 37761 12 0.009 0.108 ALL 48+76.38 to 49+59.78 LT 345 30 37755 12 0.012 0.144 SUB -TOTAL: SUB -TOTAL: 1.93 SUMMARY OF MONITOR EXISTING STRUCTURES SITE NO. LOCATION STRUCTURE USAGE INSPECTION & SETTLEMENT MONITORING VIBRATION MONITORING DESIGN NOTES CONSTRUCTION REMARKS 0108 1 0108 2 ADDRESS AND/OR STA. LS LS P F P F 1 19080 US HWY 19 N., CLEARWATER, FL 33764 STAR CLEANERS OF TAMPA X X 2 19206 US HWY 19., CLEARWATER, FL 33764 NEW WAVE AUTO SALES X X 3 2577 HARN BLVD., CLEARWATER, FL 33764 SPEEDWAY & DUNKIN' DONUTS X X 4 19135 US HWY 19 N., CLEARWATER, FL 33764 BAY COVE APARTMENTS (GARBAGE COLLECTOR) X X 5 19135 US HWY 19 N., CLEARWATER, FL 33764 BAY COVE APARTMENTS X X TOTAL 1 1 THIS LIST INCLUDES EXISTING STRUCTURES (AS DETERMINED BY THE DEPARTMENT) LOCATED OUTSIDE THE LIMITS SPECIFIED IN ARTICLE 108-2 OF THE FOOT SPECIFICATIONS THAT ARE REQUIRED TO BE MONITORED. THIS LIST SHOULD NOT BE CONSIDERED ALL INCLUSIVE AND DOES NOT CONTAIN EXISTING STRUCTURES TO BE MONITORED THAT ARE LOCATED WITHIN THE DISTANCES SPECIFIED IN ARTICLE 108-2. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMA R?Y OF QUANTITIES SHEET NO. SQ -7 USER: madeline.glassman 10/8/2020 5:12:46 PM Default T: \FDOT7\Projects\25688155201 \roadway\SU MQRD01. d gn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SUMMARY OF QUANTITIES SHEET NO. SQ -8 USER: madeline.glassman 10/8/2020 5:12:48 PM Default T:\FDOT7\Projects\25688155201\roadway\SUMQRDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS PAY ITEM N0. PAY ITEM DESCRIPTION LOCATION SIDE AREAQUANTITY ID UNITS SECONDARY UNITS (IF LUMP SUM) TOTAL DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. AREA (AC) P F P F 0170 1 1 CLEARING & GRUBBING 517+10.81 to 517+78.96 LT 44005 LS 0.89 0.010 1 BL NBFR 517+26.50 to 517+55.62 LT 47639 2E-3 517+28.29 to 518+00.18 LT 43982 0.008 523+43.99 to 523+96.20 RT 47707 2E-3 523+44.09 to 528+65.02 LT/RT 40150 0.589 524+10.27 to 525+97.54 RT 30765 0.007 525+91.65 to 526+02.33 RT 30734 0.001 526+02.63 to 528+01.36 RT 30757 0.011 526+40.00 to 528+65.02 LT 47720 0.005 526+73.54 to 526+97.68 RT 30786 0.003 527+16.29 to 527+32.23 RT 30794 0.001 528+37.37 to 528+47.96 LT/RT 30772 0.001 700+71.21 to 101+06.12 LT 30747 0.004 CL CONST. ENT. A 200+68.06 to 200+87.00 LT 31200 0.001 CL CONST. ENT. B 47+09.53 to 47+42.91 RT 38059 0.008 CL CONST. HARN BLVD. 47+42.76 to 48+48.10 LT 30648 0.035 47+42.90 to 49+90.31 RT 38969 0.009 47+42.91 to 49+68.82 RT 30589 0.064 47+42.91 to 49+99.74 RT 39881 0.097 47+51.44 to 47+72.11 LT 30642 0.002 48+75.58 to 49+58.89 LT 30700 0.016 48+77.36 to 49+85.30 LT 32530 0.012 49+42.96 to 49+59.00 RT 30578 0.001 49+87.41 to 49+92.08 LT 32550 0.001 0110 4 10 REMOVAL OF EXISTING CONCRETE 517+11.12 to 518+13.49 LT N/A SY 31.3 1165 BL NBFR, SHOULDER BARRIER WALL 517+26.49 to 517+55.80 LT N/A 9.1 BL NBFR, SHOULDER BARRIER WALL 517+26.50 to 517+55.81 LT 43406 9.9 BL NBFR, SHOULDER GUTTER 523+44.01 to 526+31.44 RT 28265 76.1 CURB & GUTTER 523+44.03 to 526+25.85 RT 31486 204.6 SIDEWALK 523+90.69 to 525+95.56 RT 31419 14.5 CURB & GUTTER 524+14.38 to 525+31.38 LT 43356 137.9 CONCRETE CAP 526+04.90 to 528+17.02 RT 31437 12.8 CURB & GUTTER 524+14.38 to 525+31.38 LT N/A 35.8 SHOULDER BARRIER WALL 526+68.28 to 528+65.02 LT/RT 28363 60.1 CURB & GUTTER 526+69.97 to 528+65.02 RT 28427 139.1 SIDEWALK 527+71.58 to 527+82.32 RT 40126 14.8 CONCRETE FLUME 100+36.49 to 101+06.64 LT/RT 40338 7.5 CL CONST. ENT. A, CURB & GUTTER 200+50.81 to 200+54.89 LT 37084 0.5 CL CONST. ENT. B, CURB & GUTTER 200+67.54 to 200+87.00 LT 37071 2 CURB & GUTTER 47+27.91 to 47+43.28 RT 38051 3.5 CL CONST. HARN BLVD., CURB & GUTTER 47+42.91 to 49+99.59 RT 37042 59.8 CURB & GUTTER 47+42.92 to 47+61.42 LT 29025 5.7 CURB & GUTTER 47+61.41 to 50+00.12 LT 40297 56.1 CURB & GUTTER 47+69.42 to 49+97.61 RT 37018 122.6 SIDEWALK 47+70.00 to 48+08.80 LT 28101 16.5 SIDEWALK 48+36.71 to 48+78.01 LT 28105 70.1 DRIVEWAY 48+77.36 to 48+78.31 LT 29448 0.2 CURB & GUTTER 48+77.39 to 49+98.05 LT 40275 70.3 SIDEWALK 49+87.73 to 49+91.45 RT 39004 3.9 CONCRETE BASIN REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 SUMMARY OF QUANTITIES SHEET NO. SQ -8 USER: madeline.glassman 10/8/2020 5:12:48 PM Default T:\FDOT7\Projects\25688155201\roadway\SUMQRDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 SUMMARY OF EARTHWORK PAY ITEM NO. PAY ITEM DESCRIPTION CY DESIGN NOTES CONSTRUCTION REMARKS P F 0120 1 REGULAR EXCAVATION F 47+74.00 to 48+18.00 LT 27362 55.5 BL NBFR 296.0 48+32.00 to 48+86.00 LT 27371 CL CONST. HARN BLVD. 105.0 CL CONST. ENT. A 93.0 SUB -TOTAL: CL CONST. ENT. B 35.0 TOTAL: 122 TOTAL EXCAVATION 529.0 0120 6 EMBANKMENT BL NBFR 108.0 CL CONST. HARN BLVD. 16.0 CL CONST. ENT. A 0.0 CL CONST. ENT. B 2.0 TOTAL EMBANKMENT 126.0 EARTHWORK HAS BEEN CALCULATED USING THE LIMEROCK BASE OPTION. IF ANOTHER OPTION IS CONSTRUCTED, THERE SHALL BE NO REVISION TO THE EARTHWORK QUANTITIES FOR WHICH PAYMENT IS MADE BY PLAN QUANTITY. SUMMARY OF DRIVEWAY BASE LOCATION SIDE AREA ID 0286 1 DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. SY P F 47+74.00 to 48+18.00 LT 27362 55.5 CL CONST. HARN BLVD. 48+32.00 to 48+86.00 LT 27371 66.9 SUB -TOTAL: 122.4 TOTAL: 122 REVISIONS DATE DESCRIPTION DATE DESCRIPTION USER: madeline.glassman MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -9 10/ /2020 5:72:50 PM Default T: \FDOT7\Projects\25688155201 \roadway\SU MO R DOI. d gn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -10 USER: madeline.glassman 10/8/2020 5:12:52 PM Default T: \F DOT7\Projects\ 2 5 6 881552 01 \roadway\SU MQ RD01. d gn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A SUMMARY OF PAVEMENT LOCATION PAY ITEM NO. PAY ITEM DESCRIPTION LOCATION SIDE AREA ID UNIT QUANTITY TOTAL DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. DESCRIPTION P F P F 0160 4 BL TYPE B STABILIZATION 47+42.91 to 50+00.00 LT/RT 37996 SY 929.5 1570 CL CONST. HARN BLVD. SUB -TOTAL: 32.1 100+09.50 to 101+06.64 LT/RT 38018 311.1 CL CONST. ENT. A 200+00.00 to 200+87.00 LT/RT 41605 329.8 CL CONST. ENT. B 285702 OPTIONAL BASE, BASE GROUP 02 100+09.50 to 101+06.64 LT/RT 25045 SY 274.2 485 CL CONST. ENT. A 200+11.21 to 200+87.00 LT/RT 26647 210.5 CL CONST. ENT. B 285706 OPTIONAL BASE, BASE GROUP 06 517+10.81 to 517+78.96 LT 30664 SY 49.5 50 BL NBFR 285710 OPTIONAL BASE, BASE GROUP 10 47+42.92 to 50+00.00 LT/RT 27393 SY 782.5 783 CL CONST. HARN BLVD. 285715 OPTIONAL BASE, BASE GROUP 15 526+40.00 to 528+65.02 LT/RT 34396 SY 269.9 270 BL NBFR 0327 70 1 MILLING EXIST. ASPH PAVT, 1" AVG DEPTH 45+65.50 to 47+42.92 LT/RT 27081 SY 777.6 5956 CL CONST. HARN BLVD. 224+89.84 to 228+33.16 LT/RT 26910 789.8 BL SBFR 516+65.70 to 530+80.00 LT/RT 29633 4388.5 BL NBFR 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B 517+10.81 to 517+78.96 2.5" LIFT LT 29979 TN 6.80 6.8 BL NBFR 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C 47+42.92 to 50+00.00 3.0" LIFT LT/RT 26924 TN 129.12 221.3 CL CONST. HARN BLVD. 100+09.50 to 101+06.64 1.5" LIFT LT/RT 26792 22.62 CL CONST. ENT. A 200+12.00 to 200+87.00 1.5" LIFT LT/RT 26783 17.18 CL CONST. ENT. B 526+40.00 to 528+65.02 3.5" LIFT LT/RT 26761 52.40 BL NBFR 0337 7 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC -5, PG 76-22 517+10.81 to 517+78.96 LT 30151 TN 1.98 2.0 BL NBFR 0337 7 82 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC -9.5, PG 76-22 45+65.48 to 47+42.92 LT/RT 31952 TN 42.77 412.1 CL CONST. HARN BLVD. 47+42.92 to 50+00.00 LT/RT 27018 43.04 100+09.50 to 101+06.64 LT/RT 26685 15.08 CL CONST. ENT. A 200+11.21 to 200+87.00 LT/RT 26664 11.58 CL CONST. ENT. B 224+89.82 to 228+33.23 LT/RT 27030 43.46 BL SBFR 516+65.70 to 530+80.00 LT/RT 29679 241.35 BL NBFR 526+40.00 to 528+65.02 LT/RT 26673 14.85 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -10 USER: madeline.glassman 10/8/2020 5:12:52 PM Default T: \F DOT7\Projects\ 2 5 6 881552 01 \roadway\SU MQ RD01. d gn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A SUMMARY OF RAILING LOCATION SIDE PIPE HANDRAIL - GUIDERAIL (STEEL) DESIGN NOTES CONSTRUCTION REMARKS 0515 1 1 STA. TO STA. LF P F 926+05.48 to 926+37.50 LT 32.1 BL SR 55 SUB -TOTAL: 32.1 TOTAL: 32 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -10 USER: madeline.glassman 10/8/2020 5:12:52 PM Default T: \F DOT7\Projects\ 2 5 6 881552 01 \roadway\SU MQ RD01. d gn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -11 USER: madeline.glassman 10/8/2020 5:12:54 PM Default T:\FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A SUMMARY OF PERMANENT BARRIER WALL SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS ITEM NO. PAY ITEM NO. PAY ITEM DESCRIPTION LOCATION SIDE UNIT QUANTITY TOTAL DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. GROSS LENGTH DEDUCTIONS NET LENGTH TYPE LENGTH P F P F 0520 1 10 CONCRETE CURB & GUTTER, TYPE F - 47+42.92 to 49+98.75 LT LF 269.3 INLETS 26.5 242.8 518+13.49 1095 CL CONST. HARN BLVD. 47+63.32 to 49+98.24 RT 276.0 INLETS 16.0 260.0 525+18.88 to 525+31.38 LT 100+01.50 to 100+58.50 LT 0521 70.5 INLETS 10.0 60.5 to CL CONST. ENT. A LF 38.6 260 BL NBFR 100+12.42 to 100+46.00 RT 47.2 to 518+00.99 47.2 37.0 200+01.50 to 200+53.49 LT 68.7 68.7 CL CONST. ENT. B 524+26.88 to 525+18.88 LT 200+13.50 to 200+64.00 RT 0521 64.1 INLETS 10.0 54.1 to 517+63.96 LT LF 40.3 40 BL NBFR 524+15.73 to 527+92.02 RT SHOULDER CONCRETE BARRIER, CURB & GUTTER BARRIER 377.6 INLETS 16.0 361.6 LF BL NBFR 37 0520 2 4 CONCRETE CURB, TYPE D 100+46.00 to 101+06.64 RT LF 61.3 25.0 61.3 164 CL CONST. ENT. A 100+58.50 to 101+06.48 LT 50.7 50.7 200+64.00 to 200+87.00 RT 23.0 23,0 CL CONST. ENT. B 200+67.55 to 200+87.00 LT 28.9 28.9 0520 6 SHOULDER GUTTER - CONCRETE 47+27.91 to 47+63.32 RT LF 36.0 INLETS 5.3 30.7 31 CL CONST. HARN BLVD. REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -11 USER: madeline.glassman 10/8/2020 5:12:54 PM Default T:\FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A SUMMARY OF PERMANENT BARRIER WALL PAY ITEM NO. PAY ITEM DESCRIPTION LOCATION SIDE UNIT QUANTITY TOTAL DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. P F P F 0521 1 11 MEDIAN CONCRETE BARRIER, 38" HEIGHT 517+11.16 to 517+23.62 LT LF 12.5 50 BL NBFR 518+00.99 to 518+13.49 LT 12.5 524+14.38 to 524+26.88 LT 12.5 525+18.88 to 525+31.38 LT 12.5 0521 1 14 MEDIAN CONCRETE BARRIER, VARIABLE SECTION WIDTH FOR SIGN OR PIER SHIELDING 517+63.96 to 518+00.99 LT LF 38.6 260 BL NBFR 517+63.96 to 518+00.99 LT 37.0 524+26.88 to 525+18.88 LT 92.0 524+26.88 to 525+18.88 LT 92.5 0521 72 40 SHOULDER CONCRETE BARRIER, 38" OR 44" HEIGHT 517+23.62 to 517+63.96 LT LF 40.3 40 BL NBFR 0521 72 43 SHOULDER CONCRETE BARRIER, CURB & GUTTER BARRIER 517+26.50 to 517+39.00 LT LF 12.5 37 BL NBFR 517+39.00 to 517+63.96 LT 25.0 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -11 USER: madeline.glassman 10/8/2020 5:12:54 PM Default T:\FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A SUMMARY OF SIDEWALK & DETECTABLE WARNINGS LOCATION SIDE AREA IDNOTES CONC SIDEWALK 4" CONC SIDEWALK 6" BUS SHELTER PAD - CONCRETE DETECTABLE WARNINGS DESIGN CONSTRUCTION REMARKS 0522 1 0522 2 0522 4 0527 2 STA. TO STA. SY SY SY SF P F P F P F P F 47+63.42 to 49+74.74 RT 39129 173.3 CL CONST. HARN BLVD. 47+70.00 to 47+84.00 LT 29569 2.5 48+08.00 to 48+42.00 LT 29575 22.5 48+76.00 to 49+75.26 LT 29586 68.1 226+05.44 to 226+31.40 LT 32591 17.3 BL SBFR 517+26.50 to 517+63.96 LT 45447 26.9 BL NBFR 524+14.38 to 525+31.38 LT 45431 110.7 524+15.73 to 527+90.79 RT 32920 440.6 47+74.00 to 48+18.00 LT 47200 55.5 CL CONST. HARN BLVD. 48+32.00 to 48+86.00 LT 47218 66.9 49+74.74 to 49+97.74 RT 29731 25.6 49+75.26 to 49+98.25 LT 29726 20.8 100+02.00 to 100+20.36 LT 40569 17.0 CL CONST. ENT. A 100+12.92 to 100+19.11 RT 40564 7.3 200+02.00 to 200+20.19 LT 40550 17.0 CL CONST. ENT. B 200+14.00 to 200+20.00 RT 40558 7.9 525+35.00 to 525+40.00 RT 32970 4.4 BL NBFR 525+35.00 to 525+45.00 RT 48080 6.7 BL NBFR 49+88.42 to 49+92.28 RT 29212 6.9 CL CONST. HARN BLVD. 49+88.81 to 49+92.71 LT 29207 7.0 100+13.66 to 100+19.02 LT 29223 11.1 CL CONST. ENT. A 100+13.74 to 100+18.61 RT 29217 16.9 200+13.50 to 200+18.86 LT 29234 11.1 CL CONST. ENT. B 200+14.50 to 200+19.50 RT 29229 19.0 SUB -TOTAL: 867.1 222.4 6.7 72.0 TOTAL: 867 222 7 72 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -12 USER: madeline.glassman 10/8/2020 5:12:56 PM Default T:\FDOT7\Projects\25688155201\roadwa y\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A SUMMARY OF MISCELLANEOUS DRAINAGE ITEMS PAY ITEM NO. SUMMARY OF DITCH PAVEMENT LOCATION SIDE AREA ID CONC. DITCH PAVEMENT, NON REINFORCED, 4" DESIGN NOTES CONSTRUCTION REMARKS 0524 1 2 STA. TO STA. SY P F 48+53.85 to 48+56.94 RT RT 36377 4.5 CL CONST. HARN BLVD. EX -16 to EX -17 48+57.78 to 48+69.70 RT 527+24.28 to 527+76.45 36382 6.5 3.4 48+72.68 to 49+04.70 RT 36391 10.7 4.2 49+07.68 to 49+39.70 RT 0530 74 36396 10.7 RT TN 270.1 49+42.68 to 49+52.62 RT 36401 3.3 526+45.89 to 526+57.97 RT 14.3 49+55.59 to 49+70.45 RT 36408 5.4 48+10.79 to 48+20.79 RT 49+55.67 to 49+70.53 RT 36416 4.3 48+56.93 to 49+67.51 RT 226+05.44 to 226+16.21 LT 36421 5.6 BL SBFR 524+85.78 to 524+94.21 RT 36452 9.4 BL NBFR 525+38.56 to 525+41.56 RT 36448 3.3 525+38.56 to 525+41.56 RT 36450 3.3 525+42.56 to 525+50.40 RT 36446 2.6 525+52.97 to 525+85.02 RT 36444 10.7 525+87.97 to 526+20.02 RT 36442 10.7 525+97.19 to 526+21.75 RT 36426 12.0 SUB -TOTAL: 103.0 TOTAL: 103 SUMMARY OF MISCELLANEOUS DRAINAGE ITEMS PAY ITEM NO. PAY ITEM DESCRIPTION LOCATION SIDE UNIT QUANTITY TOTAL DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. P F P F 0430 830 PIPE FILLING AND PLUGGING - PLACE OUT OF SERVICE 526+31.00 to 527+24.28 RT CY 10.9 19 EX -16 to EX -17 527+24.28 to 527+76.45 RT 3.4 EX -17 to EX -21 527+76.45 to 528+39.98 RT 4.2 EX -21 to EX -35 0530 74 BEDDING STONE 525+40.56 to 526+37.51 RT TN 270.1 602 BL NBFR 526+45.89 to 526+57.97 RT 14.3 48+10.79 to 48+20.79 RT 13.9 CL CONST. HARN BLVD. 48+56.93 to 49+67.51 RT 303.4 REVISIONS DATE DESCRIPTION DATE DESCRIPTION KENNETH D. YINGER, P.E. P.E. LICENSE NUMBER 75595 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMARY OF QUANTITIES SHEET NO. SQ -13 USER: madeline.glassman 10/8/2020 5:12:58 PM Default T: \FDOT7\Projects\25688155201\roadway\SUMORDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI5-23.004, F.A.C. SUMMARY OF PERFORMANCE TURF LOCATION SIDE AREA PERFORMANCE TURF (SOD) DESIGN NOTES CONSTRUCTION REMARKS 0570 1 2 STA. TO STA. SY P F 47+09.53 to 47+63.42 RT 38713 68.0 FLAT SLOPE, CL CONST. HARN BLVD. 47+42.91 to 47+82.01 LT 33368 42.6 0.04 SLOPE 47+42.91 to 47+84.00 47+42.95 to 48+38.30 LT RT 33333 9.6 1:4 SLOPE 37683 137.7 FLAT SLOPE 48+03.87 to 48+34.50 RT 37618 12.3 1:4 SLOPE 48+08.00 to 48+42.00 LT 33340 8.6 1:4 SLOPE 48+10.30 to 48+41.62 LT 33377 16.9 0.04 SLOPE 48+38.30 to 49+91.74 RT 37749 210.7 FLAT SLOPE 48+39.69 to 48+53.94 RT 37627 2.4 1:4 SLOPE 48+76.00 to 49+85.34 LT 33347 43.2 1:4 SLOPE 48+76.38 to 49+59.78 LT 33387 56.2 0.04 SLOPE 49+87.41 to 49+92.08 LT 33360 3.2 1:4 SLOPE 100+19.11 to 101+06.64 RT 39165 69.3 1:6 SLOPE, CL CONST. ENT. A 100+19.16 to 100+59.04 LT 33089 22.2 1:6 SLOPE 100+52.50 to 100+60.00 LT 39180 1.1 1:6 SLOPE 100+59.04 to 101+06.12 LT 33700 67.6 1:6 SLOPE 200+08.00 to 200+53.04 LT 33311 32.2 1:6 SLOPE, CL CONST. ENT. B 200+21.42 to 200+87.00 RT 33296 35.8 1:6 SLOPE 200+67.99 to 200+87.00 LT 33325 8.2 1:6 SLOPE 523+38.50 to 523+57.85 RT 33072 10.8 0.04 SLOPE, BL NBFR 523+98.50 to 524+39.17 RT 33119 147.2 0.04 SLOPE 523+98.73 to 524+39.28 RT 33128 48.4 0.04 SLOPE 524+03.30 to 524+39.20 RT 33114 19.9 FLAT SLOPE 524+38.92 to 525+97.54 RT 33136 485.2 0.04 SLOPE 524+39.17 to 524+92.50 RT 33158 39.3 FLAT SLOPE 525+35.00 to 526+39.09 RT 37874 201.9 0.04 SLOPE 526+02.63 to 527+52.83 RT 33244 257.2 0.04 SLOPE 526+37.50 to 526+75.39 RT 37985 21.8 0.04 SLOPE 526+37.60 to 526+75.35 RT 37956 93.5 0.04 SLOPE 526+75.14 to 526+94.00 RT 37923 68.3 0.04 SLOPE 527+25.47 to 527+52.77 RT 33287 15.2 FLAT SLOPE 527+52.54 to 528+09.09 RT 33259 169.8 0.04 SLOPE 527+52.74 to 528+04.52 RT 33280 28.8 FLAT SLOPE 527+52.77 to 528+09.30 RT 33270 58.7 0.04 SLOPE FROM SUMMARY OF DRAINAGE STRUCTURES 28.0 TEMPORARY EROSION CONTROL 508.36 SUB -TOTAL: 3050.2 TOTAL: 3050 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, IR., P.E. P E LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 S UMMAR Y OF QUANTITIES SHEET NO. SQ -14 USER: madelme.glassman 10/8/2020 5:13:00 PM Default T:\FDOT7\Projects\25688155201\roadway\SUM ORDO1.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. TABULATION OF QUANTITIES PAY ITEM NO. DESCRIPTION UNIT TOTAL THIS SHEET GRAND TOTAL 94 95 96 115 PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 1050 16 002 UTILITY PIPE, REMOVE & DISPOSE, 2-4.9" LF 220 220 220 630 2 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 194 194 194 639 1123 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER NOT REQUIRED (2" CONDUIT) AS 1 I 1 639 2 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 194 194 194 REVISIONS DATE DESCRIPTION DATE DESCRIPTION MARK RONALD DUNN, JR., P.E. P.E. LICENSE NUMBER 73968 PATEL, GREENE & ASSOCIATES, LLC 12570 TELECOM DRIVE TEMPLE TERRACE, FL 33637 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 55 PINELLAS 256881-5-52-01 TABULATION OF QUANTITIES SHEET NO. 50-15 USER: madeline.glassman 10/15/2020 11:32:20 AM Default T: \FDOT7\Pro jects\25688155201 \roadwa y\SUMO RDOI.dgn THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.