07_28_25_Road_Resurfacing_(Hot_In-Place).pdf

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Attached to
Hot-In-Place Asphalt Recycling
Solicitation number
PD 24-25.132
Issued by
Escambia County, Florida

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This document is a 17-sheet bid package for road resurfacing prepared by the Escambia County, Florida Public Works Department's Engineering/Infrastructure Division for a Hot In-Place Asphalt Recycling and Resurfacing project scheduled for July 2025. The project involves comprehensive road resurfacing and milling work across multiple roadways including Innerarity Point Road, "W" Street, E. Kingsfield Road, and Chemstrand Road, with total surface areas ranging from approximately 22,065 to 84,310 square yards per road segment. The bid package includes detailed plan views, typical road cross-sections, a summary of quantities, and comprehensive project notes covering everything from performance bonds and mobilization to specific road treatment techniques.

The project involves hot in-place asphalt recycling and partial reconstruction/milling of road surfaces, with specific quantities including 310,510 square yards of hot in-place asphalt recycling, 37,262 gallons of recycling agent, and 25,618 tons of Type SP 12.5 PG 76-22 asphalt. Additional work includes full-width milling, adjusting manholes and valves, and installing temporary traffic control elements like striping and signage. The bid package indicates a comprehensive approach to road maintenance that focuses on recycling existing road materials and minimizing waste, with precise engineering specifications for road reconstruction and resurfacing across different segments of Escambia County's road network.

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Other files

File Type Posted
Hot-In-Place_Asphalt_Recycling_(Addendum_#2_Revision).pdf PDF
Hot-In-Place_Asphalt_Recycling.pdf PDF
07_28_25_Road_Resurfacing_(Hot_In-Place).pdf PDF
Draft_Escambia_County_Technical_Specifications_02.20.2024.pdf PDF
Draft_Escambia_County_Technical_Specifications_02.20.2024.pdf PDF

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KEY SHEET

GENERAL NOTES

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

PLAN VIEW - INNERARITY POINT ROAD

PLAN VIEW - "W" STREET

PLAN VIEW - E. KINGSFIELD ROAD

PLAN VIEW - CHEMSTRAND ROAD

ESCAMBIA COUNTY, FLORIDA

PLANS PROPOSED FOR

INDEX OF PLANS

100% PLANS SUBMITTAL

RELEASE FOR BID

JULY 2025

ENGINEERING / INFRASTRUCTURE DIVISION

SHEET NO. SHEET DESCRIPTION

BOARD OF COUNTY COMMISSIONERS

PROJECT MANAGER:

PROJECT ENGINEER:

JOHN ROSENAU

SECTION / TOWNSHIP / RANGE:

SIGNATURE:

DISTRICT:

REG FLA ENG NO:

1 - 5

DATE:

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE LATEST ESCAMBIA

COUNTY TECHNICAL SPECIFICATIONS.

ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS,

SHALL BE EXCLUDED AND NOT APPLICAPABLE TO ANY SPECIFICATION REFERED HEREIN

OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA

COUNTY TECHNICAL SPECIFICATIONS.

PUBLIC WORKS DEPARTMENT

JULY 2025

RESURFACING BID PACKAGE

(HOT IN-PLACE RECYLING)

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DISTRICT ONE

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DISTRICT FIVE

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DISTRICT FOUR

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DISTRICT THREE

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COMMISSIONERS

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MIKE KOHLER, CHAIRMAN

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STEVE STROBERGER

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STEVEN BARRY

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ASHLEE HOFBERGER, VICE CHAIR

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LUMON MAY

GENERAL NOTES:

1. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE ESCAMBIA COUNTY

ENGINEER SHALL BE COMPLIED WITH IN EVERY DETAIL.

2. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE COUNTY

ENGINEER OR DESIGNEE.

3. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY FDOT, THE FLORIDA STORMWATER, EROSION, AND SEDIMENT CONTROL INSPECTOR'S MANUAL, 2000 EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO

REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE.

4. COMPLIANCE OF NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE PROJECT PRIOR TO BIDDING AND/OR

CONSTRUCTION.

6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY ESCAMBIA COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS

ESTABLISHED BY NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL.

7. EXISTING DRAINAGE FEATURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

8. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED BY THE

COUNTY ENGINEER OR DESIGNEE.

9. EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC AND PROPERTY OWNERS.

10. ALL ROADWAY CONSTRUCTION SHALL COMPLY WITH THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

11. ALL MATERIALS, TESTING AND CONSTRUCTION METHODS SHALL CONFORM TO THE ESCAMBIA COUNTY TECHNICAL

SPECIFICATIONS, LATEST EDITION.

12. ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS, SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

13. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND USE BY THE CONTRACTOR SHALL BE

REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

14. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE 10' OPEN LANE AT ALL TIMES. NO OPEN EXCAVATION SHALL REMAIN OVER NIGHT. CONTRACTOR SHALL RESTORE ROAD TO TWO LANES OF TRAFFIC AT THE END OF EACH WORK DAY.

15. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

16. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION OR ASSISTANCE

FROM THE COUNTY.

17. VEGETATION ON R/W AND EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLAN SHEETS. COST OF SAID RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.

18. GRADED AGGREGATE BASE SHALL BE REQUIRED FOR ROADWAYS UNLESS OTHERWISE SHOWN.

19. ALL TREES WITHIN LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED IN PLANS. REMOVAL OF ANY TREES OR SHRUBS SHALL BE COORDINATED WITH HOME OWNER PRIOR TO REMOVAL. ALL PROPOSED SOD SHALL MATCH EXISTING TYPE.

20. ALL COMPACTED FILL SHALL BE PLACED IN LAYERS OR LIFTS NOT MORE THAN 12" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED

TAMPERS.

21. MAINTENANCE OF TRAFFIC AS PER FDOT.

22. ALL SPEED BUMPS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO THE LATEST ESCAMBIA COUNTY DESIGN SPECIFICATIONS. ALL COSTS FOR REPLACEMENT OF SAID SPEED BUMPS SHALL BE INCIDENTAL TO OTHER ITEMS AND NO

ADDITIONAL COMPENSATION SHALL BE CONSIDERED.

23. ALL EXISTING MAILBOXES SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH POSTAL REQUIREMENTS AND IN ACCORDANCE WITH ESCAMBIA COUNTY TECHNICAL SPECIFICATION, FDOT DESIGN STANDARDS AND UNITED POSTAL REQUIREMENTS. ALL EXISTING BRICK MAILBOXES WITHIN LIMITS OF CONSTRUCTION OR COUNTY RIGHT OF WAY SHALL BE REMOVED AND PLACED ON THE PROPERTY LINE OF THE OWNER. CONTRACTOR SHALL REPLACE EXISTING BRICK MAILBOX WITH

APPROVED PLASTIC BREAK AWAY MAILBOX.

24. THE CONTRACTOR SHALL, AT A MINIMUM, MATCH EXISTING SIGNING AND PAVEMENT MARKINGS INCLUDING THE ADDITION OF REFLECTIVE PAVEMENT MARKERS (RPM'S). ALL SIGNING AND PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE LATEST FDOT DESIGN STANDARDS. THE CONTRACTOR SHALL CONTACT THE COUNTY TRAFFIC DEPARTMENT PRIOR TO

INSTALLATION OF ANY SIGNING AND PAVEMENT MARKINGS. ALL SHALL BE 6" STRIPING.

25. WHERE UNSUITABLE MATERIAL, AS DEFINED BY THE COUNTY SPECIFICATIONS SECTION 02300, 1.3(I), IS ENCOUNTERED IN THE AREAS PROPOSED FOR PAVING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY ENGINEER OR DESIGNEE PRIOR TO

ANY EXCAVATION.

26. IF ARCHAEOLOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME, THE PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD

CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, THE STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON OFFICER FOR FURTHER GUIDANCE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM

THE DIVISION OF HISTORICAL RESOURCES.

27. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK MUST STOP

IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH F.S. 872.05.

28. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING, ETC.

RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION.

29. CONTRACTOR SHALL OBTAIN COUNTY APPROVED CHANGE ORDER PRIOR TO PERFORMING ANY ADDITIONAL WORK.

30. ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION WILL BE REPAIRED BY THE DEVELOPER PRIOR TO FINAL "AS-BUILT"

SIGN OFF FROM THE COUNTY.

31. THE PROJECT ENGINEER (ENGINEER OF RECORD) SHALL PROVIDE TO ESCAMBIA COUNTY (DRC) "AS-BUILT" RECORD DRAWINGS FOR VERIFICATION AND APPROVAL BY ESCAMBIA COUNTY ONE WEEK PRIOR TO REQUESTING A FINAL INSPECTION AND ACCEPTANCE, OR PROVIDE "AS-BUILT" CERTIFICATION THAT THE PROJECT CONSTRUCTION ADHERES TO THE PERMITTED PLANS AND SPECIFICATIONS. THE "AS-BUILT" CERTIFICATION OR THE "AS-BUILT" RECORD DRAWINGS MUST BE SIGNED, SEALED AND

DATED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER.

32. ALL SIDEWALKS, SHARED PATH WALKWAYS, AND CURB RAMPS ARE TO BE BUILT TO ADA STANDARDS USING THE LATEST EDITION OF THE DESIGN STANDARDS PARK ADA REQUIREMENTS AND PUBLIC RIGHTS OF WAY ACCESSIBILTY GUIDELINES (PROWAG).

33. THE OWNER OR HIS AGENT SHALL ARRANGE/SCHEDULE WITH THE COUNTY A FINAL INSPECTION OF THE DEVELOPMENT UPON COMPLETION AND ANY INTERMEDIATE INSPECTIONS AT (850)595-3472. AS-BUILT CERTIFICATION IS REQUIRED PRIOR TO REQUEST

FOR FINAL INSPECTION/ APPROVAL.

34. CONTRACTOR IS TO PROVIDE/COORDINATE WITH THE COUNTY ROAD DEPARTMENT FOR 60 LOADS (APPROXIMATELY 1,200 CY) OF

MILLINGS PERFORMED UNDER THIS CONTRACT.

35. THE CONTRACTOR SHALL NOTIFY THE COUNTY DESIGN ENGINEER OR DESIGNEE 48 HOURS PRIOR TO CONSTRUCTION FOR EACH

ROAD.

36. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING ALL MANHOLES AND VALVES ARE WITHIN 0.50" TOLERANCE OF FINAL GRADE

OF THE ROAD.

UTILITY NOTES:

THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL

1. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION SO THAT THE UTILITY OWNER CAN SPOT

VERIFY AND/OR EXPOSE THEIR UTILITIES. NOTIFY SUNSHINE STATE ONE-CALL FOR UTILITY LOCATES AT:

SUNSHINE STATE ONE-CALL

7200 LAKE ELLENOR DRIVE, SUITE 200

ORLANDO, FL. 32809 PH: (800) 432-4770

2. AT&T FLORIDA WILL COMPLETE ALL WORK DURING THE HOURS OF 7:30 AM - 4:30 PM, MONDAY THRU FRIDAY. NO NIGHT OR

WEEKEND WORK.

3. ALL CABLE DAMAGE MUST BE REPORTED TO THE ATT FLORIDA REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR

877-737-2478 IF USING A CELL PHONE.

4. ALL LOOP DETECTOR INSTALLATION SHALL BE DONE AS PER FDOT INDEX 17781.

5. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND

UNDERGROUND UTILITIES.

6. UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO

OTHER PAY ITEMS AND SHALL BE TO THE SATISFACTION OF UTILITY OWNERS.

7. MOST IF NOT ALL OF ECUA'S WATER METERS, VALVE BOXES, AND SEWER MANHOLES ARE DEPICTED ON PLANS.

8. CONTRACTOR SHALL CALL SSOCOF FOR LOCATES (DIG TICKET). PLACE IN NOTES SECTION OF LOCATE REQUEST THAT LOCATES ARE FOR A SIDEWALK PROJECT AND THAT ONLY WATER METERS, VALVES, AND MANHOLES ALONG THE APPROXIMATE PATH OF

PROPOSED SIDEWALK REQUIRE LOCATES.

9. AT LEAST 1 WEEK PRIOR TO SIDEWALK CONSTRUCTION, CONTRACTOR SHALL CONTACT ECUA'S REGIONAL SUPERVISOR MIKE LAMBERT (698-4613) TO COMMUNICATE THE NUMBER AND LOCATION OF METERSREQUIRING RELOCATION AND VALVE BOXES REQUIRING ADJUSTMENT. IF MANHOLES REQUIRE ADJUSTMENT, CONTRACTOR SHALL ALSO CONTACT ECUA'S MANHOLE COORDINATOR, EDDIE CARTER (698-9272) TO COMMUNICATE THE NUMBER AND LOCATION OF MANHOLES REQUIRING ADJUSTMENT.

10. ON METER RELOCATIONS, CTS COUPLINGS WITH INSERTS CAN BE USED ON WATER SERVICE TUBING UNDER SIDEWALKS AND GRASS, BUT NOT UNDER PAVEMENT. CONTRACTOR SHALL DISCUSS ANY ADDITIONAL TECHNICAL REQUIREMENTS OF THE

REQUIRED WORK ON ECUA FACILITIES WITH THE APPROPRIATE PERSONS LISTED IN NOTE 3.

11. UPON COMPLETION OF ALL WORK ON ECUA FACILITIES, CONTRACTOR SHALL CONTACT ECUA PERSONNEL IN NOTE 3 AND INQUIRE FROM THE ECUA PERSONNEL ABOUT POTENTIAL INSPECTIONS OF THE RELOCATIONS AND/OR ADJUSTMENTS AND SHALL CORRECT

ANY DEFICIENCIES AS NOTED DURING INSPECTIONS WITHIN ONE WEEK OF INSPECTIONS.

STORMWATER NOTES:

1. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE ESCAMBIA COUNTY. ANY DEVIATIONS MAY RESULT IN DELAYS IN OBTAINING A CERTIFICATE OF OCCUPANCY.

2. RETENTION/DETENTION AREAS SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT MAY INCREASE STORMWATER RUNOFF RATES. THE CONTRACTOR SHALL CONTROL STORMWATER DURING ALL PHASES OF CONSTRUCTION AND TAKE ADEQUATE MEASURES TO PREVENT THE EXCAVATED POND FROM BLINDING DUE TO SEDIMENTS.

3. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER AND MULCH, HYDROSEED AND/OR

SOD.

4. DEVELOPER/CONTRACTOR SHALL RESHAPE PER PLAN SPECIFICATIONS, CLEAN OUT ACCUMULATED SILT, AND STABILIZE RETENTION/DETENTION POND AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED AND PRIOR TO

REQUEST FOR INSPECTION.

5. ALL ASPECTS OF THE STORMWATER/DRAINAGE COMPONENTS AND/OR TRANSPORTATION COMPONENTS SHALL BE COMPLETED

PRIOR TO CONSTRUCTION.

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Hot In-PlaceAsphalt Recycling and Resurfacing

Summary of Quantities Item Description

Performance Bond Mobilization Maintenance of Traffic Hot In-Place Asphalt Recycling Recycling Agent Type SP 12.5" PG 76-22 Asphalt, Furnish and Delivered Base Repair or Stabilization Curbline Milling (7' width) Full width milling Adjust Manholes Adjust Water, Gas, Sewer Valves Temporary 6” Solid Stripe, White or Yellow Temporary 6” 10-30 Skip Line Stripe, White or Yellow Temporary 6” 6-10 Skip Line Stripe, White or Yellow Temporary 6” 2-4 Skip Line Stripe, White or Yellow Temporary 18” Stripe, White or yellow Temporary White Special Emphasis Crosswalk Temporary Stop Bar Temporary "R X R" Pavement Message Temporary Railroad Dynamic Envelope (RDE) Full width of roadway, Both sides of track.

Temporary Directional Arrow, Single Head (Turn Left/ Right) 16sf Thermoplastic 6” Solid Stripe, White or Yellow Thermoplastic 6” 10-30 Skip Stripe, White or Yellow Thermoplastic 6” 6-10 Skip Stripe, White or Yellow Thermoplastic 6” 2-4 Skip Stripe, White or Yellow Thermoplastic 18” White or Yellow Solid Stripe Thermoplastic White Special Emphasis Crosswalk Thermoplastic Stop Bar Thermoplastic "R X R" Pavement Message Thermoplastic Railroad Dynamic Envelope (RDE) Full width of roadway both sides of track.

Thermoplastic Directional Arrow, Single Head (Turn Left/ Right) 16sf Bicyclist Symbol Bike Lane Arrow Reflective Pavement Markers

Quantity

310510 37262 25618 17320 233843 76667

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AutoCAD SHX Text 2.0%

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C OF CONSTRUCTION

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1.5" COUNTY SPEC 2500 TYPE SP 12.5 ASPHALT

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EXISTING 6" BASE

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MILL

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EX. R/W

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C OF CONSTRUCTION

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1.5" COUNTY SPEC 2500 TYPE SP 12.5 ASPHALT

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6" GRADED AGGREGATE BASE

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10" STABILIZED SUBGRADE COUNTY SPEC 2300

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C OF CONSTRUCTION

AutoCAD SHX Text L

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2" FDOT SP 12.5 (76-22)

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EXISTING 6" BASE

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TYPICAL MILLING AND RESURFACING SECTION (COUNTY ROAD 99) NOT TO SCALE

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TYPICAL MILLING AND RESURFACING SECTION NOT TO SCALE

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TYPICAL RECONSTRUCTION SECTION NOT TO SCALE

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MILL

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MILL

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INNERARITY POINT ROAD

CAUSEWAY

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KAISER LANE

31,830 SYINNERARITY POINT ROAD

(CAUSEWAY TO GALVEZ RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

22,065 SYINNERARITY POINT ROAD PARTIAL RECON MILL/PAVE

(GALVEZ RD. TO SORRENTO RD.)

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00

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B A

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68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00

31,830 SYINNERARITY POINT ROAD

(CAUSEWAY TO GALVEZ RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

22,065 SYINNERARITY POINT ROAD PARTIAL RECON MILL/PAVE

(GALVEZ RD. TO SORRENTO RD.)

G A

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INNERARITY POINT ROAD97+00 98+00 99+00 100+00 101+00 102+00 103+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

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32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00

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31,830 SYINNERARITY POINT ROAD

(CAUSEWAY TO GALVEZ RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

22,065 SYINNERARITY POINT ROAD PARTIAL RECON MILL/PAVE

(GALVEZ RD. TO SORRENTO RD.)

PE

RD

ID

O

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DR

IV

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10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00

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36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00

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84,310 SY"W" STREET

(NAVY BLVD. TO FAIRFIELD DR.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

75,870 SY PARTIAL RECON MILL/PAVE"W" STREET

(FAIRFIELD DR. TO AIRPORT BLVD.)

42,244 SY PARTIAL RECON MILL/PAVE"W" STREET

(AIRPORT BLVD. TO HWY. 29)

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64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00

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92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00

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84,310 SY"W" STREET

(NAVY BLVD. TO FAIRFIELD DR.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

75,870 SY PARTIAL RECON MILL/PAVE"W" STREET

(FAIRFIELD DR. TO AIRPORT BLVD.)

42,244 SY PARTIAL RECON MILL/PAVE"W" STREET

(AIRPORT BLVD. TO HWY. 29) 9

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PL

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AutoCAD SHX Text CHANGE INCORPORATION (Yellow HighLighter)

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AutoCAD SHX Text ORIGINATOR (QR) Correct (Green Highlighter) Change (Red Pen)

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121+00 122+00 123+00 124+00 125+00 126+00 10+00 11+00

12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00

R /R

T R

A C

K S

84,310 SY"W" STREET

(NAVY BLVD. TO FAIRFIELD DR.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

75,870 SY PARTIAL RECON MILL/PAVE"W" STREET

(FAIRFIELD DR. TO AIRPORT BLVD.)

42,244 SY PARTIAL RECON MILL/PAVE"W" STREET

(AIRPORT BLVD. TO HWY. 29)

34+00 35+00 36+00 37+00 38+00 39+00

40+00 41+00

42+00 43+00

44+00 45+00

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U

M A

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B

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64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00

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N

D S

PL

A

C E

H A

R D

Y

PL

A C

E

W . M

IC

H

IG

A

N A

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N

U E

84,310 SY"W" STREET

(NAVY BLVD. TO FAIRFIELD DR.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

75,870 SY PARTIAL RECON MILL/PAVE"W" STREET

(FAIRFIELD DR. TO AIRPORT BLVD.)

42,244 SY PARTIAL RECON MILL/PAVE"W" STREET

(AIRPORT BLVD. TO HWY. 29)

A

IR

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92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 112+95 10+00

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AutoCAD SHX Text ORIGINATOR (QR) Correct (Green Highlighter) Change (Red Pen)

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18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00

IN

DU

ST

RI

AL

B

LV

D.

84,310 SY"W" STREET

(NAVY BLVD. TO FAIRFIELD DR.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

75,870 SY PARTIAL RECON MILL/PAVE"W" STREET

(FAIRFIELD DR. TO AIRPORT BLVD.)

42,244 SY PARTIAL RECON MILL/PAVE"W" STREET

(AIRPORT BLVD. TO HWY. 29)

U.S. HIGHWAY 29

47+00 48+00

49+00 50+00

51+00 52+00

53+00 54+00 55+00 56+00 57+00 58+00 59+00

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(H

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N

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FOR CONTINUATION

SEE BELOW LEFT

FOR CONTINUATION

SEE SHEET 11 OF 17

FOR CONTINUATION

SEE ABOVE RIGHT

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AN

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U.S. HIG

HW

AY 29

COUNTY ROAD 95A

R/R TRACKS

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00

E. KINGSFIELD ROAD

ZI

G

LA

R

R O

A D

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B

R A

L A

N E

SQ

U

IR

E

D R

IV

E

25,583 SYKINGSFIELD ROAD

(R/R TRACKS TO CHEMSTRAND RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

24,350 SY PARTIAL RECON MILL/PAVE

PARTIAL RECON MILL/PAVE

CHEMSTRAND ROAD

(TEN MILE RD. TO KINGSFIELD RD.)

24,928 SYCHEMSTRAND ROAD

(KINGSFIELD RD. TO OLD CHEMSTRAND RD.)

34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00

47+00 48+00

49+00 50+00

51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00

E. KINGSFIELD ROAD

H A

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IN

G

D R

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G) J.

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N

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FOR CONTINUATION

SEE BELOW LEFT

FOR CONTINUATION

SEE SHEET 14 OF 17

FOR CONTINUATION

SEE ABOVE RIGHT

AutoCAD SHX Text CHANGE INCORPORATION (Yellow HighLighter)

AutoCAD SHX Text CHECKER (RP) (Red Pen X-Out to Disagrree or Remark)

AutoCAD SHX Text ORIGINATOR (QR) Correct (Green Highlighter) Change (Red Pen)

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62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00

E. KINGSFIELD ROAD

K

IN

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90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+0097+00

8+

0+

25,583 SYKINGSFIELD ROAD

(R/R TRACKS TO CHEMSTRAND RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

24,350 SY PARTIAL RECON MILL/PAVE

PARTIAL RECON MILL/PAVE

CHEMSTRAND ROAD

(TEN MILE RD. TO KINGSFIELD RD.)

24,928 SYCHEMSTRAND ROAD

(KINGSFIELD RD. TO OLD CHEMSTRAND RD.)

PL

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FOR CONTINUATION

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FOR CONTINUATION

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CH

EM

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(S

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AutoCAD SHX Text CHANGE INCORPORATION (Yellow HighLighter)

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AutoCAD SHX Text ORIGINATOR (QR) Correct (Green Highlighter) Change (Red Pen)

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PRODUCTION CHECKING COMPLETE, READY FOR SUBMITTAL REVIEW (RP)

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E.

T

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R O

A D

CHEMSTRAND ROAD

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 N

O R

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CHEMSTRAND ROAD

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 O

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ST

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A

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A R

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SD

A

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T

25,583 SYKINGSFIELD ROAD

(R/R TRACKS TO CHEMSTRAND RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

24,350 SY PARTIAL RECON MILL/PAVE

PARTIAL RECON MILL/PAVE

CHEMSTRAND ROAD

(TEN MILE RD. TO KINGSFIELD RD.)

24,928 SYCHEMSTRAND ROAD

(KINGSFIELD RD. TO OLD CHEMSTRAND RD.) 15

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CHEMSTRAND ROAD

66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+0088+5010+00 11+00 12+00 13+00 14+00 15+00 16+00

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14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00

CHEMSTRAND ROAD HUNTER'S CREEK CIRCLE

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25,583 SYKINGSFIELD ROAD

(R/R TRACKS TO CHEMSTRAND RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

24,350 SY PARTIAL RECON MILL/PAVE

PARTIAL RECON MILL/PAVE

CHEMSTRAND ROAD

(TEN MILE RD. TO KINGSFIELD RD.)

24,928 SYCHEMSTRAND ROAD

(KINGSFIELD RD. TO OLD CHEMSTRAND RD.) 16

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AutoCAD SHX Text CHANGE INCORPORATION (Yellow HighLighter)

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AutoCAD SHX Text ORIGINATOR (QR) Correct (Green Highlighter) Change (Red Pen)

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CHEMSTRAND ROAD

43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00

HUNTER'S CREEK CIRCLE

W

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I T R

A

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R.R. TRACKS

OLD CHEMSTRAND ROAD

71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00

+00

+00

CHEMSTRAND ROAD

JU

N

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O N

D R

IV

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25,583 SYKINGSFIELD ROAD

(R/R TRACKS TO CHEMSTRAND RD.)

TREATMENTROADWAY SURFACEROADWAY

PARTIAL RECON MILL/PAVE

LEGEND

24,350 SY PARTIAL RECON MILL/PAVE

PARTIAL RECON MILL/PAVE

CHEMSTRAND ROAD

(TEN MILE RD. TO KINGSFIELD RD.)

24,928 SYCHEMSTRAND ROAD

(KINGSFIELD RD. TO OLD CHEMSTRAND RD.) 17

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PRODUCTION CHECKING COMPLETE, READY FOR SUBMITTAL REVIEW (RP)

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ORIGINATOR (RP)

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AutoCAD SHX Text REMARK INCORPORATION (Blue Highlighter)

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Sheets and Views
1 FY 2024-2025 Cover Sheet - Sheet
Sheet
2 FY 2024-2025 Sheets 2-3 - Sheet 2
3 FY 2024-2025 Sheets 2-3 - Sheet 3
4 FY 2024-2025 Typical X-Sections Sht 4 - Sheet 4
5 FY 2024-2025 Plan Sheets - Sheet 05
6 FY 2024-2025 Plan Sheets - Sheet 06
7 FY 2024-2025 Plan Sheets - Sheet 07
8 FY 2024-2025 Plan Sheets - Sheet 08
9 FY 2024-2025 Plan Sheets - Sheet 09
10 FY 2024-2025 Plan Sheets - Sheet 10
11 FY 2024-2025 Plan Sheets - Sheet 11
12 FY 2024-2025 Plan Sheets - Sheet 12
13 FY 2024-2025 Plan Sheets - Sheet 13
14 FY 2024-2025 Plan Sheets - Sheet 14
15 FY 2024-2025 Plan Sheets - Sheet 15
16 FY 2024-2025 Plan Sheets - Sheet 16
17 FY 2024-2025 Plan Sheets - Sheet 17

File details come from the government source that posted it. Updated .