Plans_Group_C-_Local_Group_213.pdf
PDF 25 MB Posted
- Solicitation number
- 26-0361-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a project plans document for the Pinellas County Public Works Department in Florida, detailing the FY2027 Countywide Pavement Preservation Local Group 213 project. The work encompasses pavement milling and resurfacing activities across multiple local streets within Pinellas County, covering sections 13, 14, 23, and 24 in Township 29 South, Range 15 East. The project includes milling of existing asphalt pavement at approximately 1.5 to 2 inches depth across 104,769 square yards, with subsequent resurfacing using SP 12.5 asphalt structural course totaling 8,643.4 tons. The affected streets include Eastfield Drive, Viewtop Drive, Highfield Drive, Fairfield Drive, Bugle Lane, Hunt Lane, Redcoat Lane, Fox Circle, and numerous other residential roads. The typical pavement section calls for milling existing asphalt followed by a 1.5-inch overlay of SP 9.5 structural course with traffic class C specifications, constructed at a 2 percent cross slope. Project drawings dated October 2025 were prepared by the Pinellas County Public Works Department with Jeffrey S. Thompson, Professional Engineer, as the project manager.
Key construction requirements specify that contractors must provide inlet protection at all curb inlet openings and DBI grates to prevent milling debris accumulation, conduct utility location verification through Sunshine State One Call prior to work commencement, and maintain traffic control in accordance with FDOT standards throughout the construction period. All disturbed areas must be sodded or stabilized as directed by the engineer, with cross slopes above 4 percent subject to field verification. Special requirements include installation of blue bidirectional reflective pavement markers adjacent to fire hydrants, notification of affected residents via door hangers a minimum of two weeks before operations commence, and coordination with utility owners for meter box and manhole ring adjustments as needed. The engineer retains authority to require double milling of segments to address drop-off issues or cross-slope corrections, with payment made under designated pay items for shoulder work with sod or stabilized aggregate.
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PID 26-0361-006768A
FY2027 COUNTYWIDE PAVEMENT PRESERVATION
LOCAL GROUP 213
FINANCIAL PID 004192A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORIDA
93254
AutoCAD SHX Text Eastfield Dr.
AutoCAD SHX Text Eastfield Dr.
AutoCAD SHX Text Viewtop Dr.
AutoCAD SHX Text Viewtop Dr.
AutoCAD SHX Text Highfield Dr.
AutoCAD SHX Text Highfield Dr.
AutoCAD SHX Text Fairfield Dr.
AutoCAD SHX Text Fairfield Dr.
AutoCAD SHX Text Bugle Ln.
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AutoCAD SHX Text Hunt Ln.
AutoCAD SHX Text Redcoat Ln.
AutoCAD SHX Text Fox Cir.
AutoCAD SHX Text Stancel Dr.
AutoCAD SHX Text Drum St.
AutoCAD SHX Text Grea Oak Dr.
AutoCAD SHX Text DorothyDr.
AutoCAD SHX Text Hamlin Dr.
AutoCAD SHX Text Whitacre Dr.
AutoCAD SHX Text Lakeview Rd.
AutoCAD SHX Text Woodcrest Ave., AutoCAD SHX Text Kendall Dr.
AutoCAD SHX Text Oak Lake Dr.
AutoCAD SHX Text Magnolia Dr.
AutoCAD SHX Text Regent Ave.
AutoCAD SHX Text Willowbranch Ave.
AutoCAD SHX Text Brookside Dr.
AutoCAD SHX Text Beverly Cir. N.
AutoCAD SHX Text Lakeview Rd.
AutoCAD SHX Text Hunter Ln.
AutoCAD SHX Text Brentwood Dr.
AutoCAD SHX Text Curtis Dr. N.
AutoCAD SHX Text Curtis Dr. E.
AutoCAD SHX Text Fairfax Rd.
AutoCAD SHX Text Alemanda Dr.
AutoCAD SHX Text Barcelona Dr.
AutoCAD SHX Text Catalina Dr.
AutoCAD SHX Text Poinciana Dr.
AutoCAD SHX Text Curtis Dr. N.
AutoCAD SHX Text Webber Dr.
AutoCAD SHX Text Curtis Dr. S.
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SECTIONS 13, 14, 23, 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST
AutoCAD SHX Text INDEX OF PLANS SHEET NO. SHEET TITLE SHEET TITLE 1 KEY SHEET KEY SHEET 2 GENERAL NOTES GENERAL NOTES 3 ROAD TYPICAL SECTION ROAD TYPICAL SECTION 4 - 52 PLAN VIEW PLAN VIEW 53 CORE LOCATION MAP CORE LOCATION MAP 54 - 55 SPECIAL DETAILS SPECIAL DETAILS 56 LOOP DETAILSLOOP DETAILSDETAILS
AutoCAD SHX Text PINELLAS COUNTY 14 SOUTH FORT HARRISON AVENUE CLEARWATER, FLORIDA 33756 PHONE: (727)464-3588(727)464-3588
AutoCAD SHX Text PROJECT MANAGER: 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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AutoCAD SHX Text I-175
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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
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QUANTITIES:
AutoCAD SHX Text MILLING EXISTING ASPHALT 1 " 12" 104769 SQ. YDS. SP 12.5 ASPHALT 1 " 12" 8643.4 TONS
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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OCT/2025
AutoCAD SHX Text 26-0361-06768A
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PROJECT:
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DESCRIPTION:
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GEG
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REV. BY
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GENERAL NOTES
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
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FY2027 COUNTYWIDE PAVEMENT PRESERVATION LOCAL GROUP 213
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 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 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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MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
TYPICAL SECTION
Woodcrest Ave., Brentwood Dr., Beverly Cir. N., Lakeview Rd., Kendall Dr., Magnolia Dr., Regent Ave., Willowranch Ave., Brookside Dr., Oak Lake Dr., Whitacre Dr., Webber Dr., Hamlin Dr., Dorothy Dr., Geat Oak Dr., Highfield Dr. Viewtop Dr., Eastfield Dr., Stancel Dr., Bugle Ln., Drum St., Hunt Ln. Redcoat Ln., Hunter Ln. Poinciana Dr., Catalina Dr., Barcelona Dr. Alemanda Dr., Curtis Dr. N., Curtis Dr. W., Curtis Dr. E., Fairfax Rd.
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DESIGNED
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DATE:
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PROJECT NO.
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SHEET:
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FEB/2025
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PROJECT:
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DESCRIPTION:
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REV. BY
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
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ROAD TYPICAL SECTION TYPICAL SECTION
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BY THE CONTRACTOR WITH THE ENGINEER PRIOR TO BEGINNING
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CONSTRUCTION.
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2. CROSS SLOPES ABOVE 4%%% SHOULD BE FIELD VERIFIED BY THE CONTRACTOR
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WITH THE ENGINEER PRIOR TO BEGINNING WORK.
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3. CORE DATA ARE REPRESENTATIVE OF EXISTING PAVEMENT AND BASE
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THICKNESSES ONLY AT THOSE LOCATIONS. EXISTING PAVEMENT AND
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BASE THICKNESSES MAY VARY BETWEEN ACTUAL CORE LOCATIONS.
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NOTES: 1. PAVEMENT WIDTHS ARE ESTIMATED AND SHOULD BE FIELD VERIFIED
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NOTES: SEE SHEET 53 FOR CORE LOCATION MAP
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R/W LINE
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R/W LINE
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CONST.
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EXIST. BASE
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EXIST. ASPHALT
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MILLED SURFACE
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EXIST. TYPE A CURB
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EXIST. TYPE A CURB
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FY2027 COUNTYWIDE PAVEMENT PRESERVATION LOCAL GROUP 213
Feet 40200 10
ONE W
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OCT/2025
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
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EXISTING BASE
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CORRECT DROP-OFF OF 1/2" OR MORE
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PROPOSED ASPHALT SURFACE COURSE
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EXISTING BASE
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SECTION A
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SPECIAL DETAILS
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PUBLIC WORKS 14 S. FT. HARRISON AVE., CLEARWATER, FL 33756
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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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PROPOSED ASPHALT SURFACE COURSE
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EXISTING BASE
AutoCAD SHX Text ±0.02
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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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* 3' TYP.
AutoCAD SHX Text ±0.02
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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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* 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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** SOD TYP.
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SPECIAL DETAILS
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AGGREGATE SHOULDER
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 26-0361-06768A
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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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OCT/2025
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PROJECT:
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DESCRIPTION:
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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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2' FT.
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2' FT.
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25' FT.
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25' FT.
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PULL BOX
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CONDUIT TO CABINET
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CONDUIT TO CABINET
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6' FT.
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6' FT.
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6' FT.
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6' FT.
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6' FT.
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6' FT.
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20' FT.
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PINELLAS COUNTY STANDARD FOR INDUCTIVE LOOP DETECTOR POSITIONING
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PULL BOX
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LOOP DETAILS
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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
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 J.S.T.
AutoCAD SHX Text S.K.
AutoCAD SHX Text J.S.T.
AutoCAD SHX Text 26-0361-06768A
| HELP.PDF |
| Sheets and Views |
| LG_213_KEYSHEET-Eng_Cover |
| LG_213_Gen Notes-SWPPP-Erosion notes-GENERAL NOTES 1 |
| LG_213_Typical_Section-TYPICAL SECTION |
| LG_213_Typical_Section_Details-Typical Sections A_B |
| LG_213_Typical_Section_Details-Typical Section C |
| LG_213_Loop_Details-LOOP DETAIL |
| 2026-05-26T10:17:17-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .