Plans-006210A-Local_Group_56-signed.pdf
PDF 25 MB Posted
- Attached to
- FY25 Pavement Preservation Package No 2
- Solicitation number
- 24-0756-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This document is a comprehensive set of engineering design and construction plans prepared by Pinellas County Public Works Department for the FY2025 Package 2 Local Group 56 road resurfacing project in Pinellas County, Florida. The project involves milling and resurfacing approximately 34.65 lane miles of local neighborhood streets, including roadways on 95th Terrace N, 95th Avenue N, 94th Avenue N, 93rd Avenue N, 92nd Terrace N, 88th Street N, Rose Terrace, Robin Road, Narcissus Avenue, Osprey Lane, Orchid Drive, and several other local streets. The plans, dated May 2024, provide detailed roadway plans, typical section details, core location maps, and specific construction notes for milling existing asphalt and applying a 1.5-inch SP 12.5 structural asphalt course.
The project specifications include comprehensive guidelines for roadway preparation, including clearing and grubbing, drainage management, utility coordination, and maintenance of traffic. Contractors are required to field verify existing conditions, protect drainage structures, and notify residents and various county departments at least two weeks before commencing work. The project emphasizes traffic safety, with specific instructions for pavement markings, speed tables, and intersection treatments. While no specific budget is detailed in the document, the project is part of Pinellas County's ongoing pavement preservation program, designed to maintain and improve the county's local road infrastructure, with careful attention to cross-slope corrections, shoulder treatments, and minimizing disruption to residents.
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PID 24-0756-006210A
FY2025 PACKAGE 2
LOCAL GROUP 56
FINANCIAL PID 004192A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORIDA
93254
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95TH TERR N
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95TH AVE N
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95TH TERR N
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95TH AVE N
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86TH ST N
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85TH ST N
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84TH WAY N
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94TH AVE N
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94TH AVE N
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94TH AVE N
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93RD AVE N
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93RD AVE N
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95TH TERR N
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95TH AVE N
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84TH ST N
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84TH ST N
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84TH LN N
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83RD ST N
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83RD ST N
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LYNN LN
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STARKEY RD
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BARDMOOR BLVD
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MAGNOLIA DR
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MERRIMOOR BLVD
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85TH ST N
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ROBIN RD
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91ST TERR N
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ROSE TERR N
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91ST TERR N
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92ND TERR N
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92ND TERR N
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88TH ST N
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88TH ST N
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86TH WAY N
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86TH CT N
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ORCHID DR
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NARCISSUS AVE
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ROSE TERR N
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PORTULACA AVE N
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82ND WAY N
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82ND ST N
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93RD AVE N
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91ST TERR N
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ROSE TERR N
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SUNCREST BLVD
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OSPREY LN
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83RD WAY N
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SECTION 24, TOWNSHIP 30 SOUTH, RANGE 15 EAST
AutoCAD SHX Text PINELLAS COUNTY 14 SOUTH FORT HARRISON AVENUE CLEARWATER, FLORIDA 33756 PHONE: (727)464-3588(727)464-3588
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PROJECT MANAGER: MBIANDA MBIANDA MBIANDA MBIANDA 727-464-8851
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PREPARED BY: PINELLAS COUNTY PUBLIC WORKS DEPARTMENT
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GULF OF MEXICO
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TAMPA BAY
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28TH ST N.
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CURLEW RD
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22ND AVE S.
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ALT 19
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62ND AVE S.
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GULF BLVD
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SR 679
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PASS-A-GRILLE
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SR 580
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DREW ST
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SUNSHINE SKYWAY
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WILCOX RD
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62ND AVE N.
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LAKEVIEW RD
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PARK BLVD
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ALT 19
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ROCKS RD
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49TH ST N.
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BELCHER RD
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22ND AVE N.
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5TH AVE N.
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SR 584
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MCMULLEN-BOOTH RD
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US 19
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ROOSEVELT BLVD
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COURTNEY CAMPBELL
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BELLEAIR RD
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113TH ST N.
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125TH ST N.
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DUHME RD
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SR 699
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TAMPA RD
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CR 1
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CR 1
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PINELLAS
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POINT DR
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ENTERPRISE RD
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OAKHURST RD
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PARK ST
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BAYSIDE BRIDGE
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BLVD
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SUNSET POINT RD
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NURSERY RD
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BLVD
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38TH AVE N.
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28TH ST N.
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MAIN ST
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SEMINOLE BLVD
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AVE
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US 19
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BLVD
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NEBRASKA AVE
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9TH ST
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STARKEY RD
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PINELLAS
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34TH ST N.
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PINELLAS
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TARPON
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ULMERTON RD
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US 19
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EAST BAY DR
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54TH AVE S.
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TYRONE
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HOWARD - FRANKLAND
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CENTRAL AVE
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WALSINGHAM
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34TH ST S.
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66TH ST N.
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GANDY
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KEENE RD
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MISSOURI AVE
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BAY PINES
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46TH AVE N.
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BELCHER RD
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VIRGINIA ST
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KEYSTONE RD
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ROOSEVELT
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118TH AVE N.
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BAYWAY
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EAST LAKE RD
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MAIN ST
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BRYAN DAIRY RD
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GULF TO BAY BLVD
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MICHIGAN BLVD
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4TH ST
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N.E. COACHMAN RD
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SR 590
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54TH AVE N.
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UNION ST
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49TH ST S.
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KLOSTERMAN
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ALDERMAN RD
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BLVD
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COUNTRYSIDE
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HIGHLAND AVE
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GULFPORT
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MYRTLE AVE
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131ST ST N.
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ULMERTON RD
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TRINITY BLVD
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BLVD
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CAUSEWAY
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BRIDGE
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BRIDGE
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BAYWAY
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ANDERSON BLVD
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INDIAN
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FOREST LAKES
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DUNEDIN
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AVE
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CLEARWATER
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HARBOR
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ST. JOSEPH
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SOUND
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BOCA CIEGA
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INTRACOASTAL WATERWAY
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INTRACOASTAL WATERWAY
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BLVD
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CSWY
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CROSS BAYOU
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LK SEMINOLE
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LK TARPON
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FLORIDA
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RD
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ANCLOTE
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RIVER
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RD
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PINELLAS COUNTY LOCATION MAP
AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text INDEX OF PLANS SHEET NO. SHEET TITLE SHEET TITLE 1 KEY SHEET KEY SHEET 2 GENERAL NOTES GENERAL NOTES 3 TYPICAL ROAD SECTION TYPICAL ROAD SECTION 4-12 PLAN VIEW PLAN VIEW 13 CORE PLANS CORE PLANS 14-15 TYPICAL SECTION DETAILS TYPICAL SECTION DETAILS 16 LOOP DETAIL LOOP DETAIL
FY2025 PACKAGE 2 LOCAL GROUP 56
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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MAY 2024
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PROJECT:
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DESCRIPTION:
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RS
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RS
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JSW
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GENERAL NOTES
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text CLEARING AND GRUBBING 1. THE CONTRACTOR SHALL ONLY REMOVE TREES DESIGNATED FOR THE CONTRACTOR SHALL ONLY REMOVE TREES DESIGNATED FOR REMOVAL IN THE PLAN, OR AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL OBTAIN THE HABITAT MANAGEMENT PERMIT FROM PINELLAS COUNTY ECOLOGICAL SERVICES UNIT. TREE REMOVAL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CLEARING AND GRUBBING, UNLESS SEPARATE PAY ITEMS ARE PROVIDED. 2. ALL MATERIALS NOT CLAIMED BY THE COUNTY SHALL BECOME THE ALL MATERIALS NOT CLAIMED BY THE COUNTY SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE DISPOSED OF BY THE CONTRACTOR IN AREAS PROVIDED BY THE CONTRACTOR. IF THE COUNTY'S OPERATIONS MILLING STOCK PILE NEEDS TO BE REPLENISHED, THE COST FOR HAULING MILLING MATERIAL TO THE DESIGNATED COUNTY YARD SHALL BE PAID UNDER PAY ITEM 380-3505. 3. ALL EXISTING PIPES THAT ARE TO REMAIN IN SERVICE WITHIN THE ALL EXISTING PIPES THAT ARE TO REMAIN IN SERVICE WITHIN THE RIGHT-OF-WAY CORRIDOR ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED IN THE PLANS. DRAINAGE 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING INLET PROTECTION AT CURB INLET OPENINGS AND DBI GRATES WITHIN THE PROJECT LIMITS, TO PREVENT MILLINGS AND OR BITUMINOUS MATERIAL CLOGGING EXISTING DRAINAGE STRUCTURES. ANY MILLED MATERIAL THAT FALLS INTO INLET OPENINGS OR INLET GRATES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. EXCAVATION AND GRADING 5. ALL DISTURBED AREAS INCLUDING OUTSIDE THE CONSTRUCTION LIMITS ALL DISTURBED AREAS INCLUDING OUTSIDE THE CONSTRUCTION LIMITS RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE SODDED AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. SEEDING PLANS AND AS DIRECTED BY THE ENGINEER. SEEDING SHALL NOT BE USED AS FINAL GROUND COVER EXCEPT WHERE SPECIFICALLY SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER. GENERAL CONSTRUCTION & SURVEY 6. ALL STATIONS AND OFFSETS REFER TO CONSTRUCTION REFERENCE LINE, ALL STATIONS AND OFFSETS REFER TO CONSTRUCTION REFERENCE LINE, UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL FIELD VERIFY ANY AND ALL EXISTING THE CONTRACTOR SHALL FIELD VERIFY ANY AND ALL EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER PROMPTLY OF ANY DISCREPANCIES. 8. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME THESE DRAWINGS WERE PREPARED, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE INDICATED LOCATION OF UNDERGROUND UTILITIES, STRUCTURES, AND FACILITIES IS APPROXIMATE, AND REFLECTS THE BEST INFORMATION AVAILABLE FROM SURVEYS AND RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT SIZE, LOCATION, DEPTH, HEIGHT, ELEVATION, DIMENSION, AND EXTENT OF ALL UNDERGROUND AND OVERHEAD FACILITIES AND OTHER FEATURES AFFECTING THEIR WORK PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY THAT MAY AFFECT SUCH FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY FAILURE TO COMPLY WITH THESE INSTRUCTIONS. PAVING 9. CONSTRUCTION LENGTHS, DEPTHS, AREAS, AND TYPE OF WORK CONSTRUCTION LENGTHS, DEPTHS, AREAS, AND TYPE OF WORK INDICATED ON THE PLANS ARE APPROXIMATE. ACTUAL LIMITS MAY BE SET IN THE FIELD AS DIRECTED BY THE ENGINEER. WHERE THE PLANS INDICATE AREA TO BE MILLED AND RESURFACED 3", THE ROADWAY SHALL INITIALLY BE MILLED 1.5" TO 2", AND THE UNDERLYING PAVEMENT CONDITION WILL BE EVALUATED BY THE ENGINEER TO DETERMINE IF ADDITIONAL MILLING IS REQUIRED. IF THE ENGINEER DETERMINES THAT NO ADDITIONAL MILLING IS REQUIRED, THE ROADWAY WILL BE OVERLAID IN ACCORDANCE WITH THE WORK ORDER PLANS. IF ADDITIONAL MILLING IS REQUIRED, THE ROADWAY WILL BE MILLED AN ADDITIONAL DEPTH OF UP TO 2", AND OVERLAID IN TWO EQUAL LIFTS. 10. NO SURFACING SHALL BE APPLIED TO ANY MANHOLE COVERS, FRAMES, NO SURFACING SHALL BE APPLIED TO ANY MANHOLE COVERS, FRAMES, VALVE BOXES, GAS DROPS, ETC. 11. WHERE THERE IS A SIGNIFICANT DROP-OFF BETWEEN THE EDGE OF WHERE THERE IS A SIGNIFICANT DROP-OFF BETWEEN THE EDGE OF PAVEMENT AND ANY TYPE OF CURB, OR ISSUES WHERE CROSS SLOPE CORRECTION IS NECESSARY, THE CONTRACTOR AND ENGINEER WILL MEET IN THE FIELD TO DETERMINE A SOLUTION WHICH WILL BEST CORRECT THE ISSUE. THE CONTRACTOR MAY BE ASKED TO DOUBLE MILL A SEGMENT OR ENTIRE LENGTH OF ROADWAY IN ORDER TO MEET CROSS SLOPE REQUIREMENTS OR TO CORRECT DROP OFF ISSUES. 12. AT A MINIMUM OF TWO WEEKS BEFORE PAVING OR MILLING OPERATIONS AT A MINIMUM OF TWO WEEKS BEFORE PAVING OR MILLING OPERATIONS COMMENCE, THE CONTRACTOR SHALL NOTIFY THE RESIDENTS WITH DOOR HANGERS. THE CONTRACTOR WILL ALSO NOTIFY THE FOLLOWING ENTITIES BY E-MAIL OR FACSIMILE WITH INFORMATION OF PROPOSED START AND END DATES, PROJECT LIMITS, AND OTHER RELEVANT PROJECT INFORMATION: PINELLAS COUNTY - CONSTRUCTION MANAGEMENT DIVISION PINELLAS COUNTY - TRANSPORTATION DIVISION PINELLAS COUNTY - CAPITAL IMPROVEMENTS DIVISION PINELLAS COUNTY - EMS PINELLAS COUNTY - COMMUNICATIONS PINELLAS COUNTY SCHOOLS - TRANSPORTATION PINELLAS COUNTY TRANSIT AUTHORITY (PSTA) PINELLAS COUNTY SHERIFF'S OFFICE - COMMUNICATIONS UNITED STATES POST OFFICE AFFECTED MUNICIPALITIES ANY HOSPITALS IN THE AREA SIGNS AND PAVEMENT MARKINGS 13. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL REMAIN UNLESS ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED IN THE PLANS, OR AS DIRECTED BY THE ENGINEER. SIGN LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT, AS DIRECTED BY THE ENGINEER. 14. BLUE, BI-DIRECTIONAL RPMS SHALL BE INSTALLED ADJACENT TO ALL BLUE, BI-DIRECTIONAL RPMS SHALL BE INSTALLED ADJACENT TO ALL FIRE HYDRANTS, PLACED PER FDOT TRAFFIC ENGINEERING MANUAL, SECTION 4.3 - USE OF BLUE RAISED PAVEMENT MARKERS TO IDENTIFY FIRE HYDRANTS. 15. ALL MEDIAN NOSES SHALL BE PAINTED IN ACCORDANCE WITH PINELLAS ALL MEDIAN NOSES SHALL BE PAINTED IN ACCORDANCE WITH PINELLAS COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD CONSTRUCTION DETAILS INDEX 1380 16. LOCAL STREETS STOP BAR LOCATIONS NOT SHOWN ON THE PLANS LOCAL STREETS STOP BAR LOCATIONS NOT SHOWN ON THE PLANS SHALL BE DETERMINED BY THE ENGINEER PRIOR TO PAINTING. UTILITIES 17. ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT - PROCEED WITH CAUTION - THE CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" AND THE UTILITY OWNERS IN ADVANCE OF BEGINNING WORK, IN ACCORDANCE WITH CHAPTER 556, FLORIDA STATUTES, UNDERGROUND FACILITY DAMAGE PREVENTION & SAFETY. ALL UTILITY OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT CONTACT. THE CONTRACTOR SHALL FURTHER COORDINATE WITH UTILITY OWNERS TO RESOLVE CONFLICTS THAT MAY ARISE IN THE FIELD DURING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY UTILITIES DAMAGED AS A RESULT OF THE CONTRACTOR'S FAILURE TO CALL "SUNSHINE STATE ONE CALL" AND THE UTILITY OWNERS. 18. CONTRACTOR WILL NOTIFY THE RESPONSIBLE UTILITY OWNERS FOR CONTRACTOR WILL NOTIFY THE RESPONSIBLE UTILITY OWNERS FOR RELOCATION OF METER BOXES FOR DRINKING WATER AND RECLAIMED WATER SERVICES. THIS INCLUDES UTILITY OWNERS OF STORM SEWER AND SANITARY SEWER THAT REQUIRE MANHOLE RING AND COVER ADJUSTMENTS. MAINTENANCE OF TRAFFIC (MOT) 19. THE CONTRACTOR MUST FURNISH, ERECT AND MAINTAIN ALL NECESSARY THE CONTRACTOR MUST FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES, AS WELL AS DETERMINE WHICH TRAFFIC CONTROL FIELD APPLICATION IS NECESSARY, IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, AND THE STATE OF FLORIDA ROADWAY AND TRAFFIC DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON THE STATE MAINTAINED SYSTEMS, LATEST EDITION, AND MUST TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION OF THE WORK AND THE SAFETY OF THE PUBLIC FOR THE DURATION OF THE CONSTRUCTION PERIOD.
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%%UCOMPLETED INLET
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(TYPE I)
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INLET PROTECTION DEVICE
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COMPLETED INLET (TYPE II)
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INLET PROTECTION DEVICE
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CURB & GUTTER
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CURB & GUTTER
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TYPICAL SECTION
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MILLING
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MILL EXISTING ASPHALT
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PAVEMENT FOR DEPTH (1.5")
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RESURFACING
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TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
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CONST.
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20' MILLING & RESURFACING
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MILLED SURFACE
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LOCAL GROUP 56
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R/W LINE
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EXIST. BASE
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EXIST. ASPHALT
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EXIST. DROP CURB
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EXIST. DROP CURB
AutoCAD SHX Text 95TH TERR N, 95TH AVE N, 94TH AVE N, 93RD AVE N, 92ND TERR N, 88TH ST N, ROSE TERR, ROBIN RD, NARCICUSS AVE, OSPREY LN, ORCHID DR, 86TH CT N, 86TH WAY N, 86TH ST N, 85TH ST N, 84TH WAY N, 91ST TERR N, 83RD WAY N, LYNN LN, 82ND WAY N, 82ND ST N, SUNBCREST BVLD
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*2% (OR AS DIRECTED BY THE ENGINEER, 4% MAX)
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NOTES:
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1. PAYMENT WIDTHS ARE ESTIMATED AND SHOULD BE FIELD PAYMENT WIDTHS ARE ESTIMATED AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR WITH THE ENGINEER PRIOR TO CONSTRUCTION. 2. CROSS SLOPES SHOULD BE FIELD VERIFIED BY THE CROSS SLOPES SHOULD BE FIELD VERIFIED BY THE CONTRACTOR WITH THE ENGINEER PRIOR TO BEGINNING WORK. 3. CORE DATA HAS BEEN REPRINTED FROM PRIOR CORE DATA HAS BEEN REPRINTED FROM PRIOR CONTRACT. UP TO DATE CORE DATA TBD.
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MILLING
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PAVEMENT FOR DEPTH (1.5")
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TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
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LOCAL GROUP 56
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84TH ST N, 84TH LN N, 83RD ST N, 85TH ST N, PORTULACA AVE,
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FY2025 PACKAGE 2 LOCAL GROUP 56
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DESIGNED
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MAY 2024
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RS
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TYPICAL SECTION (1)
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
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NOTE: SEE SHEET 13 - FOR CORE LOCATION MAP
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Feet
100500 25
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95TH TERR N
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95TH AVE N
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95TH AVE N
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86TH ST N
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94TH AVE N
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94TH AVE N
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STARKEY RD
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88TH WAY N
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86TH WAY N
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24" SOLID WHITE
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24" SOLID WHITE
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TIES INTO CIP 002063A
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TIES INTO CIP 002063A
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BEGIN MILLING & RESURFACING
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24" SOLID WHITE
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18" YELLOW SOLID
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WHITE ARROW
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24" SOLID WHITE
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END MILLING & RESURFACING
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END MILLING & RESURFACING
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END MILLING & RESURFACING
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PROJECT NO.
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SHEET:
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MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
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DESCRIPTION:
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (01)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SEE SHEET 9
AutoCAD SHX Text
MATCH LINE SEE SHEET 5
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
95TH TERR N
AutoCAD SHX Text
95TH AVE N
AutoCAD SHX Text
85TH ST N
AutoCAD SHX Text
84TH WAY N
AutoCAD SHX Text
95TH TERR N
AutoCAD SHX Text
95TH AVE N
AutoCAD SHX Text
84TH ST N
AutoCAD SHX Text
83RD ST N
AutoCAD SHX Text
95TH TERR N
AutoCAD SHX Text
94TH AVE N
AutoCAD SHX Text
93RD AVE N
AutoCAD SHX Text
84TH ST N
AutoCAD SHX Text
84TH LN N
AutoCAD SHX Text
83RD ST N
AutoCAD SHX Text
85TH ST N
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
END MILLING & RESURFACING
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
END MILLING & RESURFACING
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (02)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SEE SHEET 4
AutoCAD SHX Text
MATCH LINE SEE SHEET 6
AutoCAD SHX Text
MATCH LINE SEE SHEET 8
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
LYNN LN
AutoCAD SHX Text
MERRIMOOR BLVD
AutoCAD SHX Text
94TH AVE N
AutoCAD SHX Text
82ND ST N
AutoCAD SHX Text
CANTERBURY CIR
AutoCAD SHX Text
CRANBROOK CT
AutoCAD SHX Text
CYPRESS GARDEN CT
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (03)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SEE SHEET 5
AutoCAD SHX Text
MATCH LINE SEE SHEET 7
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
BAYOU DR
AutoCAD SHX Text
83RD ST N
AutoCAD SHX Text
LYNN LN
AutoCAD SHX Text
MERRIMOOR BLVD
AutoCAD SHX Text
82ND WAY N
AutoCAD SHX Text
93RD AVE N
AutoCAD SHX Text
91ST TERR N
AutoCAD SHX Text
ROSE TERR N
AutoCAD SHX Text
MCHENRY TERR
AutoCAD SHX Text
82ND ST N
AutoCAD SHX Text
91ST TERR N
AutoCAD SHX Text
94TH AVE N
AutoCAD SHX Text
82ND ST N
AutoCAD SHX Text
83RD ST N
AutoCAD SHX Text
CRANBROOK CT
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (04)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SHEET 8
AutoCAD SHX Text
MATCH LINE SEE SHEET 6
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
AutoCAD SHX Text
MATCH LINE SEE SHEET 12
AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
MATCH LINE SEE SHEET 12
AutoCAD SHX Text
84TH ST N
AutoCAD SHX Text
83RD LN
AutoCAD SHX Text
83RD ST N
AutoCAD SHX Text
82ND WAY N
AutoCAD SHX Text
83RD WAY N
AutoCAD SHX Text
93RD AVE N
AutoCAD SHX Text
92ND TERR N
AutoCAD SHX Text
91ST TERR N
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (05)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SEE SHEET 7
AutoCAD SHX Text
MATCH LINE SEE SHEET 5
AutoCAD SHX Text
MATCH LINE SEE SHEET 9
AutoCAD SHX Text
MATCH LINE SEE SHEET 11
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
MATCH LINE SEE SHEET 12
AutoCAD SHX Text
93RD AVE N
AutoCAD SHX Text
93RD AVE N
AutoCAD SHX Text
ROSE TERR N
AutoCAD SHX Text
91ST TERR N
AutoCAD SHX Text
92ND TERR N
AutoCAD SHX Text
92ND TERR N
AutoCAD SHX Text
88TH ST N
AutoCAD SHX Text
88TH ST N
AutoCAD SHX Text
86TH WAY N
AutoCAD SHX Text
86TH ST N
AutoCAD SHX Text
88TH WAY N
AutoCAD SHX Text
ROBIN RD
AutoCAD SHX Text
ORCHILD DR
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
END MILLING & RESURFACING
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
91ST TERR
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (06)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SEE SHEET 8
AutoCAD SHX Text
MATCH LINE SEE SHEET 10
AutoCAD SHX Text
MATCH LINE SEE SHEET 4
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
MAGNOLIA DR
AutoCAD SHX Text
ROBIN RD
AutoCAD SHX Text
ROSE TERR N
AutoCAD SHX Text
86TH CT
AutoCAD SHX Text
ORCHID DR
AutoCAD SHX Text
NARCISSUS AVE
AutoCAD SHX Text
OSPREY LN
AutoCAD SHX Text
OSPREY LN
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
END MILLING & RESURFACING
AutoCAD SHX Text
OSPREY LN
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text 6" SOLID DOUBLE YELLOW w/Y/Y RPM'S @ 20' O.C.20' O.C.
AutoCAD SHX Text
SPEED TABLE DO NOT MILL
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (07)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SEE SHEET 11
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
MATCH LINE SEE SHEET 9
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
85TH ST N
AutoCAD SHX Text
86TH CT
AutoCAD SHX Text
ROSE TERR N
AutoCAD SHX Text
PORTULACA AVE N
AutoCAD SHX Text
OSPREY LN
AutoCAD SHX Text
83RD WAY N
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
SCHOOL MESSAGE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
OSPREY LN
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
SCHOOL MESSAGE
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (08)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
MATCH LINE SEE SHEET 10
AutoCAD SHX Text
MATCH LINE SEE SHEET 8
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
MATCH LINE SEE SHEET 12
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
82ND ST N
AutoCAD SHX Text
91ST TERR N
AutoCAD SHX Text
ROSE TERR N
AutoCAD SHX Text
SUNCREST BLVD
AutoCAD SHX Text
91ST TERR N
AutoCAD SHX Text
ROSE TERR N
AutoCAD SHX Text
PORTULACA AVE N
AutoCAD SHX Text
12" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
END MILLING & RESURFACING
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
NO STOP SIGN HERE
AutoCAD SHX Text
24" SOLID WHITE
AutoCAD SHX Text
SCHOOL MESSAGE
AutoCAD SHX Text
FY2025 PACKAGE 2 LOCAL GROUP 56
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ROADWAY PLAN (09)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MILLING & RESURFACING SP 12.5 ASPHALT 1.5"
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
MATCH LINE SEE SHEET 11
AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
MATCH LINE SEE SHEET 8
AutoCAD SHX Text
MATCH LINE SEE SHEET 7
AutoCAD SHX Text
MATCH LINE SEE SHEET 7
AutoCAD SHX Text
MATCH LINE SEE SHEET 7
MATCH LINE SEE SHEET 7
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
CORE LOCATION MAP
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
MAY 2024
AutoCAD SHX Text 24-0756A-006210A
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
JSW
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
TYPICAL SECTION DETAILS (01)
AutoCAD SHX Text
PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
AutoCAD SHX Text ±0.02
AutoCAD SHX Text MILL ROADWAY WIDTH TO DEPTH OF EXISTING ASPHALT OVER CURB PRIOR TO MILLING ROADWAY FOR SPECIFIED DEPTH FOR RESURFACING
AutoCAD SHX Text
EXISTING BASE
AutoCAD SHX Text
PROPOSED ASPHALT SURFACE COURSE
AutoCAD SHX Text
EXISTING TYPE A CURB
AutoCAD SHX Text
EXISTING ASPHALT SURFACE
AutoCAD SHX Text
DETAIL A TYPICAL SECTION P.C. TYPE A CURB & GUTTER N.T.S.
AutoCAD SHX Text
CORRECT DROP-OFF OF 1/2" OR MORE
AutoCAD SHX Text
DETAIL B TYPICAL SECTION TYPE F CURB & GUTTER N.T.S.
AutoCAD SHX Text ±0.02
AutoCAD SHX Text
PROPOSED ASPHALT SURFACE COURSE
AutoCAD SHX Text
EXISTING BASE
AutoCAD SHX Text
EXISTING TYPE F CURB
AutoCAD SHX Text NOTES: AREAS WHERE EXISTING ASPHALT IS GREATER THAN 1/2" HIGHER THAN FACE OF GUTTER SHALL BE CORRECTED SO FINAL ASPHALT SURFACE IS NO MORE THAN 1/4" ABOVE FACE OF GUTTER
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SECTION A
AutoCAD SHX Text
SECTION B
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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FY2025 PACKAGE 2 LOCAL GROUP 56
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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MAY 2024
AutoCAD SHX Text 24-0756A-006210A
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PROJECT:
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DESCRIPTION:
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RS
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RS
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JSW
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REV. BY
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REV. NO.
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DATE
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DESCRIPTION
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TYPICAL SECTION DETAILS (02)
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
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PROPOSED ASPHALT SURFACE COURSE
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EXISTING BASE
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EXISTING SHOULDER
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0.06 MAX
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MATCH EXISTING
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DETAIL C TYPICAL SECTION STABILIZED AGGREGATE SHOULDER SHOULDER N.T.S.
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PROPOSED ASPHALT SURFACE COURSE
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EXISTING BASE
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COMPACTED STABILIZED AGGREGATE
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0.06 MAX
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MATCH EXISTING
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* 3' TYPICAL SHOULDER WIDTH OR AS DIRECTED BY THE ENGINEER. ** SOD DISTURBED AREA AS DIRECTED BY SOD DISTURBED AREA AS DIRECTED BY THE ENGINEER. PAY ITEM 575-3000
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SECTION C
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DETAIL D TYPICAL SECTION SHOULDER WITH SOD N.T.S.
AutoCAD SHX Text NOTES: 1. SHOULDERS W/ SOD SHALL BE USED FOR EDGE OF PAVEMENT WITH A DROP-OFF OF 2" AND LESS. PAYMENT FOR THIS WORK SHALL BE MADE UNDER PAY ITEM 575-3000 SHOULDER WITH SOD. 2. STABILIZED AGGREGATE SHOULDER SHALL BE USED FOR EDGE OF PAVEMENT WITH A DROP-OFF OF MORE THAN 2". PAYMENT FOR THIS WORK SHALL BE MADE UNDER PAY ITEM 575-3001 STABILIZED SHOULDER W/ AGGREGATE. 3. ALL DETAILS SHOWN HERE ARE FOR GENERAL INFORMATION. ACTUAL APPLICATION IN THE FIELD WILL BE DETERMINED BY THE ENGINEER.
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* 3' TYPICAL SHOULDER WIDTH OR AS DIRECTED BY THE ENGINEER ** SOD DISTURBED AREA AS DIRECTED BY THE ENGINEER. PAY ITEM 575-3000
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AGGREGATE SHOULDER
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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MAY 2024
AutoCAD SHX Text 24-0756-006210A
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PROJECT:
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DESCRIPTION:
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RS
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RS
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JSW
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REV. BY
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REV. NO.
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DATE
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DESCRIPTION
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
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PULL BOX
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CONDUIT TO CABINET
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CONDUIT TO CABINET
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PINELLAS COUNTY STANDARD FOR INDUCTIVE LOOP DETECTOR POSITIONING
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PULL BOX
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TYPE A (MAIN STREET)
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TYPE A (SIDE STREET)
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2" SWEEP
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LOOP WINDOW DETAIL
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REFER TO FDOT STANDARD PLANS FOR TYPE B & F LOOP ASSEMBLIES
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2" CORE
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PAY ITEM 660-3-3
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LOOP DETAIL
AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
| Sheets and Views |
| 1 KEY SHEET |
| 2 GENERAL NOTES |
| 3 TYPICAL SECTION (1) |
| 4 ROADWAY PLAN (01) |
| 5 ROADWAY PLAN (02) |
| 6 ROADWAY PLAN (03) |
| 7 ROADWAY PLAN (04) |
| 8 ROADWAY PLAN (05) |
| 9 ROADWAY PLAN (06) |
| 10 ROADWAY PLAN (07) |
| 11 ROADWAY PLAN (08) |
| 12 ROADWAY PLAN (09) |
| 13 CORE LOCATION MAP |
| 14 TYPICAL SECTION DETAILS (01) |
| 15 TYPICAL SECTION DETAILS (02) |
| 16 LOOPS_2 |
| 2024-06-06T13:15:00-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .