Bid_2619._Repave_Plans.pdf
PDF 15 MB Posted
- Attached to
- Road Resurfacing 2026
- Solicitation number
- Bid 26-19
- Issued by
- Putnam County, Florida
About this file
This is a detailed construction plan document prepared by the Putnam County Florida Department of Public Works for a 2026 Road Resurfacing project. The project encompasses approximately 9.42 miles of roadway improvements across three separate roads: Georgetown Denver Road (approximately 6.07 miles), East Bannerville Road (approximately 3.047 miles), and Walton Road (approximately 0.3 miles). The work scope includes milling existing pavement and resurfacing with superpave asphalt concrete Type FC-12.5 traffic mix, replacement of storm drainage pipes and structures, full reconstruction of portions of roadway, paving of existing dirt road sections, installation of thermoplastic pavement striping, traffic control measures, tree trimming, and restoration of disturbed driveways and ancillary features. The project is designed by Scott A. Knowles, P.E. #55391, and has been submitted at 100% design completion. Specific improvements include lane widening operations on East Bannerville Road, replacement of a 42-inch corrugated metal pipe with 42-inch high-performance pipe on East Bannerville Road, installation of a Type D slotted inlet on Walton Road, and comprehensive striping schedules for all three roadways with varying configurations of solid and skip yellow center lines and white edge lines.
The construction plans establish detailed specifications and requirements for contractor performance, including mandatory compliance with all permits obtained by FDEP and Putnam County, field verification of all dimensions prior to construction, procurement of a Florida-licensed surveyor for layout with proof of licensure submission, and utility coordination procedures requiring notification at least 48 hours prior to construction and 10 days prior for wetland digging operations through Sunshine State One Call of Florida. All pavement cuts require 48 hours' notice to the County engineer, and contractors must maintain one traffic lane at all times with flaggers, restricting lane closures to 9:00 AM to 4:00 PM on weekdays. The contractor assumes full responsibility for construction safety, protection of existing utilities and structures, restoration of all disturbed surfaces to satisfaction of the County, removal and reinstallation of signs and mailboxes, and hauling of pavement millings to County-designated dirt roadways within 7 miles of the project. All pavement markings must comply with the Manual of Uniform Traffic Control Devices and FDOT standards, with thermoplastic materials specified per FDOT Standard Sections 710 and 711. The County retains ownership of all pavement millings, and the contractor is responsible for all costs associated with traffic control, equipment, and restoration work.
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Text version
PUTNAM COUNTY
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS 2026 REPAVE
PUTNAM COUNTY , FLORIDA
LOCATION MAP 1
PUTNAM COUNTY FLORIDA
PUBLIC WORKS DEPARTMENT
REPAVE 2026
SHEET INDEX
1 - COVER
2 - NOTES
3 - OVERALL
4 - GEORGETOWN DENVER RD
7 - GEORGETOWN DENVER RD DETAILS
8 - EAST BANNERVILLE RD
14 - EAST BANNERVILLE RD DETAILS
15 - WALTON RD
17 - WALTON RD DETAILS
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DEPARTMENT OF PUBLIC WORKS 2026 REPAVE
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NOTES 2
GENERAL
CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION
EXISTING CONDITIONS
UTILITY COORDINATION
SAFETY
RESTORATION
ACCESS/MAINTENANCE OF FACILITIES
MAINTENANCE OF TRAFFIC
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1. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS (FDEP, PUTNAM COUNTY, ETC) OBTAINED FOR THIS PROJECT. 2. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 3. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A FLORIDA LICENSED SURVEYOR THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A FLORIDA LICENSED SURVEYOR FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 4. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT-OF-WAYS AND/OR NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT-OF-WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE COUNTY OR SPECIFICALLY NOTED ON THE DRAWINGS. 5. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT AREA. CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, DIMENSIONS, TYPES, AND CONDITIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE DRAWINGS) AFFECTING THE WORK. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 7. ANY PROPERTY CORNERS, MONUMENTS, OR BENCHMARKS WITHIN THE PROJECT ANY PROPERTY CORNERS, MONUMENTS, OR BENCHMARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 8. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY DIGGING WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS AND THE WEB SITE IS WWW.CALLSUNSHINE811.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 9. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 10. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 11. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITY POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 13. ALL PAVEMENT CUTS REQUIRE AT LEAST 48 HOURS NOTICE TO THE OWNER'S ALL PAVEMENT CUTS REQUIRE AT LEAST 48 HOURS NOTICE TO THE OWNER'S ENGINEER. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. 16. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE COUNTY. 17. ALL EXISTING SIGNS AND MAILBOXES SHALL BE REMOVED AND REINSTALLED OR ALL EXISTING SIGNS AND MAILBOXES SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE COUNTY. 18. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. 19. THE CONTRACTOR SHALL REFER TO THE "FLORIDA DEPARTMENT OF THE CONTRACTOR SHALL REFER TO THE "FLORIDA DEPARTMENT OF TRANSPORTATION", CURRENT EDITION FOR FDOT DESIGN INDICES AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION”, CURRENT AS SUPPLEMENTS TO THE INFORMATION AND AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS. 20. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW.FDOT.GOV. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 22. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 102 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. LANE CLOSURE HOURS SHALL BE BETWEEN 9:00 AM TO 4:00 PM ON WEEKDAYS. ALL TRAFFIC LANES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 23. ALL PAVEMENT MARKINGS SHALL MEET "MANUAL OF UNIFORM TRAFFIC CONTROL ALL PAVEMENT MARKINGS SHALL MEET "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", CURRENT EDITION STANDARDS, AND SHALL BE PAINTED OR THERMOPLASTIC IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710 AND 711. REPLACE EXISTING PAVEMENT MARKINGS DISTURBED BY RESTORATION ACTIVITIES. 24. DRIVEWAY ACCESS MUST BE COORDINATED WITH PROPERTY OWNERS PRIOR TO DRIVEWAY ACCESS MUST BE COORDINATED WITH PROPERTY OWNERS PRIOR TO CONSTRUCTION ACTIVITIES. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED. 26. ALL DISTURBED DRIVEWAYS ARE TO BE RESTORED WITH LIKE KIND MATERIALS. ALL DISTURBED DRIVEWAYS ARE TO BE RESTORED WITH LIKE KIND MATERIALS.
© 2026 Microsoft Corporation © Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © Mapbox
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© 2026 Microsoft Corporation © Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © Mapbox
© 2026 Microsoft Corporation © Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © Mapbox
© 2026 Microsoft Corporation © Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © Mapbox
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DEPARTMENT OF PUBLIC WORKS 2026 REPAVE
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LOCATION MAP 3
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GEORGETOWN DENVER RD ~6.07 MI
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EAST BANNERVILLE RD ~3.047 MI
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© 2026 Microsoft Corporation © Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © Mapbox
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RAILROAD CROSSING MARKING PER FDOT STANDARD 711-001
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DETAILS 7
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PUTNAM COUNTY , FLORIDA
SPECIFIC EXHIBIT 11
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RECONSTRUCT ±100' OFSOUTHBOUND LANE
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REPLACE EXISTING 42" CMP WITH 42" HP PIPE AND SAND CEMENT BAG HEADWALLS
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DATE
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SHEET NO.
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DATE
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
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SCOTT A. KNOWLES
AutoCAD SHX Text 55391
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
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( IN FEET )
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
EAST BANNERVILLE RD
2026 REPAVE
PUTNAM COUNTY , FLORIDA
SPECIFIC EXHIBIT 12
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WIDEN INSIDE OF CURVE 2'X100'
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END MILL AND RESURFACE, BEGIN OVERLAY FROM THIS POINT ON
AutoCAD SHX Text CONTRACTOR TO LOWER EXISTING PIPE TO MATCH BOTTOM OF DITCH IN SOUTH EAST CORNER. RECONSTRUCT HEADWALLS AS REQUIRED
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DATE
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SHEET NO.
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DATE
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
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SCOTT A. KNOWLES
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
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( IN FEET )
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
EAST BANNERVILLE RD
2026 REPAVE
PUTNAM COUNTY , FLORIDA
SPECIFIC EXHIBIT 13
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WIDEN INSIDE OF CURVE 2'X150'
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ADD STOP SIGN AND 24" THERMOPLASTIC STOP BAR
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END OVERLAY
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DATE
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SHEET NO.
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DATE
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
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SCOTT A. KNOWLES
AutoCAD SHX Text 55391
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
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( IN FEET )
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
EAST BANNERVILLE ROAD
2026 REPAVE
PUTNAM COUNTY , FLORIDA
DETAILS 14
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SOLID WHITE LINE
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SOLID DBL YELLOW LINE OR AS NOTED ON SCHEDULE
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SOLID WHITE LINE
AutoCAD SHX Text 11'
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EAST BANNERVILLE ROAD NTS
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BLUE RPM TO MARK FIRE HYDRANT
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FIRE HYDRANT
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VARIES
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VARIES
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SYMMETRICAL ABOUT CENTERLINE
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5:1 4:1 MAX.
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4:1 3:1 MAX.
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11' LANE WIDTH (10' MIN)
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11' LANE WIDTH (10' MIN)
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2' SHOULDER
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±22' PAVEMENT WIDTH
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LIMITS OF CLEARING
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2' SHOULDER
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(-) 2% MIN.
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EAST BANNERVILLE ROAD NTS
AutoCAD SHX Text MILL 1 "" DEPTH RESURFACE WITH 1 " FC-12.5 TRAFFIC 14"" DEPTH RESURFACE WITH 1 " FC-12.5 TRAFFIC 12" FC-12.5 TRAFFIC C(PG 76-22). IN OVERLAY ONLY SECTION RESURFACE WITH 1 " 12" FC12.5 TRAFFICC (PG 76-22)
AutoCAD SHX Text STRIPING SCHEDULE STA 10+00 TO 15+00 ----- DOUBLE YELLOW STA 15+00 TO 20+00 ----- SOLID L, SKIP R YELLOW STA 20+00 TO 28+00 ----- SKIP YELLOW STA 28+00 TO 29+50 ----- SOLID R, SKIP L YELLOW STA 29+50 TO 108+50 ----- DOUBLE YELLOW STA 108+50 TO 147+00 ----- SKIP YELLOW STA 147+00 TO END ----- DOUBLE YELLOW
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5:1 4:1 MAX.
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4:1 3:1 MAX.
AutoCAD SHX Text 2'
AutoCAD SHX Text (-) 5%
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MATCH EXISTING ASPHALT
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1 1/2" FC 12.5, LOSC
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4" LIMEROCK BASE WITH SEAL COAT MIN. LBR100 98% MAX. DENSITY PER AASHTO T-180
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SHOULDER WIDENING NTS
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DATE
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SHEET NO.
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DATE
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
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SCOTT A. KNOWLES
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
WALTON RD
2026 REPAVE
PUTNAM COUNTY , FLORIDA
OVERALL PLAN 15
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24" THERMOPLASTIC STOP BAR
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END MILL AND RESURFACE AND START OF PAVING
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BEGIN MILL AND RESURFACE
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±200' LEVELING IN THIS AREA
AutoCAD SHX Text INSTALL TYPE D SLOTTED INLET TO REPLACE EXISTING AND EXTEND 18" CORRUGATED PIPE AS NEEDED
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US-17
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WALTON ROAD
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DATE
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SHEET NO.
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DATE
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
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SCOTT A. KNOWLES
AutoCAD SHX Text 55391
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
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( IN FEET )
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8'
WALTON ROAD
SAWCUT CLEAN EDGE
AT EXISTING ROAD
8'
14+50.55 10+00.00
11+00.00 12+00.00 13+00.00 14+00.00
BP: 10+00.00
EP: 14+50.55
PC: 10+22.71
PRC: 10+34.76
Mid: 10+28.74
Mid: 12+42.66
50' TAPER
Alignment=WALTON ROAD Station=12+02.19
Offset=-15.42 Northing=1930467.3640
Easting=463495.0590
Alignment=WALTON ROAD Station=11+99.14 Offset=14.58 Northing=1930449.7560 Easting=463519.5420
L=12.05, R=500.00 L=415.79, R=3278.56
50' TAPER
11' 11'•
BRUSH AND LIMBS TO BE
CLEARED FROM RIGHT OF WAY
AS NEEDED
RELOCATE MAILBOX
AS REQUIRED
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
40 0 4000 2040 0 4000 20
WALTON ROAD
2026 REPAVE
PUTNAM COUNTY , FLORIDA
PAVING PLAN 16
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CHAINLINK FENCE
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WOOD FENCE
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SEWER VALVE
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WOOD POWER POLE
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EDGE OF PAVEMENT
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END OF PAVEMENT
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CONC PILLAR
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CONC DRIVE
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CONC PILLAR
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SEWER VALVE
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SEWER VALVE
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WATER METER
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MILLINGS DRIVE
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EDGE OF GRADED ROAD
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FND 4"X4" CONC MON ELEV=13.80
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CONC PILLAR
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CONC DRIVE
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CONC PILLAR
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WATER METER
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FND 4"X4" CONC MON ELEV=13.62
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CONC LIGHT PILLAR
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CONC LIGHT PILLAR
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ROCK DRIVE
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WATER METERS
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CONC LIGHT PILLAR
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SEWER VALVE
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CONC LIGHT PILLAR
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SEWER CLEAN OUT
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WATER METER
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FPL BOX
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WOOD POWER POLE
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WOOD POWER POLE
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GUY WIRE
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EDGE OF GRADED ROAD
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DIRT DRIVE
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ROPE CHAIN
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CONC SEWER BOX
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WOOD POWER POLE
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VINYL FENCE
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WATER VALVE
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FIRE HYDRANT
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VINYL FENCE
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1173 PAGE 1449
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1604 PAGE 1385
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1518 PAGE 866
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1328 PAGE 1862
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1518 PAGE 885
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1581 PAGE 598
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 478 PAGE 698
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LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1349 PAGE 1902
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EDGE OF PAVEMENT
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R/W LINE
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R/W LINE
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R/W LINE
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R/W LINE
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R/W LINE
AutoCAD SHX Text 13.60
AutoCAD SHX Text 14.00
AutoCAD SHX Text 14.50
AutoCAD SHX Text 14.80
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DATE
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SHEET NO.
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DATE
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
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SCOTT A. KNOWLES
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
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REVISIONS
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2) THIS IS NOT A BOUNDARY SURVEY.
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1) BEARINGS, DISTANCES AND COORDINATES SHOWN
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HEREON ARE REFERENCED TO THE FLORIDA STATE
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PLANE COORDINATE SYSTEM, EAST ZONE (901),
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NAD 83/2011 AND EXPRESSED IN U.S. FEET.
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SURVEY NOTES:
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= SPOT ELEVATION
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INV.= INVERT
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MAP LEGEND:
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CMP= CORRUGATED METAL PIPE
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FIR=FOUND IRON ROD
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CONC=CONCRETE
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MON=MONUMENT
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PLS=PROFESSIONAL LAND SURVEYOR
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PSM=PROFESSIONAL SURVEY MAPPER
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LB=LICENSED BUSINESS
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L.F.= LENGTH IN FEET
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PRC= POINT OF REVERSE CURVATURE
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PCC= POINT OF COMPOUND CURVATURE
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ELEV.= ELEVATION
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FND= FOUND
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(NO ID)= NO IDENTIFICATION
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PT= POINT OF TANGENCY
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STA: = STATION
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LT=LEFT
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RT=RIGHT
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(PCPW)= PUTNAM COUNTY PUBLIC WORKS
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ORB=OFFICIAL RECORDS BOOK
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CL INT = CENTERLINE INTERSECTION
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PC= POINT OF CURVATURE
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CD=CHORD DISTANCE
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CB=CHORD BEARING
AutoCAD SHX Text R=RADIUS L=ARC LENGTH Tan=TANGENT Δ=CENTRAL\DELTA ANGLE
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PI= POINT OF INTERSECTION
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NAD83/2011= NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT
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R/W = RIGHT OF WAY
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CL = CENTERLINE
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3) ELEVATIONS BASED ON NATIONAL AMERICA VERTICAL DATUM 1988 (NAVD 88).
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= MAILBOX
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= LOCATES
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4) THIS PORTION OF WALTON ROAD IS A30 FOOT WIDE DEEDED COUNTY R/W.
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AS RECORDEDIN DEED BOOK 227, PAGE 445 OF THE PUBLIC RECORDS OF PUTNAM
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COUNTY FLORIDA.
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2) THIS IS NOT A BOUNDARY SURVEY.
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1) BEARINGS, DISTANCES AND COORDINATES SHOWN
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HEREON ARE REFERENCED TO THE FLORIDA STATE
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PLANE COORDINATE SYSTEM, EAST ZONE (901),
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NAD 83/2011 AND EXPRESSED IN U.S. FEET.
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SURVEY NOTES:
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= SPOT ELEVATION
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INV.= INVERT
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MAP LEGEND:
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CMP= CORRUGATED METAL PIPE
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FIR=FOUND IRON ROD
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CONC=CONCRETE
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MON=MONUMENT
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PLS=PROFESSIONAL LAND SURVEYOR
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PSM=PROFESSIONAL SURVEY MAPPER
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LB=LICENSED BUSINESS
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L.F.= LENGTH IN FEET
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PRC= POINT OF REVERSE CURVATURE
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PCC= POINT OF COMPOUND CURVATURE
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PT= POINT OF TANGENCY
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STA: = STATION
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LT=LEFT
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RT=RIGHT
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(PCPW)= PUTNAM COUNTY PUBLIC WORKS
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ORB=OFFICIAL RECORDS BOOK
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CL INT = CENTERLINE INTERSECTION
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PC= POINT OF CURVATURE
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CD=CHORD DISTANCE
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CB=CHORD BEARING
AutoCAD SHX Text R=RADIUS L=ARC LENGTH Tan=TANGENT Δ=CENTRAL\DELTA ANGLE
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PI= POINT OF INTERSECTION
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NAD83/2011= NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT
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R/W = RIGHT OF WAY
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CL = CENTERLINE
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3) ELEVATIONS BASED ON NATIONAL AMERICA VERTICAL DATUM 1988 (NAVD 88).
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= MAILBOX
= LOCATES
2% MIN SLOPE2% MIN SLOPE
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PUTNAM COUNTY FLORIDA
DEPARTMENT OF PUBLIC WORKS
WALTON ROAD
2026 REPAVE
PUTNAM COUNTY , FLORIDA
DETAILS 17
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SOLID WHITE LINE
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SOLID WHITE LINE
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VARIES
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TYPICAL PAVEMENT MARKINGS WALTON ROAD NTS
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BLUE RPM TO MARK FIRE HYDRANT
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FIRE HYDRANT
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VARIES
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VARIES
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SYMMETRICAL ABOUT CENTERLINE
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5:1 4:1 MAX.
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4:1 3:1 MAX.
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2' SHOULDER
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VARIES
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LIMITS OF CLEARING
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2' SHOULDER
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(-) 2% MIN.
AutoCAD SHX Text (-) 6%
AutoCAD SHX Text P.G.L.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
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TYPICAL WALTON ROAD REPAVE NTS
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SOLID DBL YELLOW LINE
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MILL 1" DEPTH RESURFACE WITH 1 " 14" FC-12.5 TRAFFIC C(PG 76-22)
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RW
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RW
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EXISTING GRADE
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2"-6" LIMEROCK BASE WITH SEAL COAT MIN. LBR100 98% MAX. DENSITY PER AASHTO T-180
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EXISTING SUBGRADE TO REMAIN
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1 1/2" FC 12.5, LOSC
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2' MIN STABILIZED SHOULDER
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8' (TYP)
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8' (TYP)
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2' MIN STABILIZED SHOULDER
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16' (TYP)
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CONSTRUCTION ZONE
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RIGHT-OF-WAY VARIES
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5% SLOPE
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5% SLOPE
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TYPICAL WALTON ROAD PAVING NTS
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DATE
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SHEET NO.
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DATE
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REVISIONS
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DESIGNED
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DRAWN
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CHECKED
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SCOTT A. KNOWLES
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223 PUTNAM COUNTY BLVD EAST PALATKA, FL 32131
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DATE
| Sheets and Views |
| 1 COVER |
| 2 NOTES |
| 3 OVERALL |
| 4 GEORGETOWN DENVER RD |
| 5 GEORGETOWN DENVER RD (2) |
| 6 GEORGETOWN DENVER RD (3) |
| 7 GEORGETOWN DENVER RD DETAILS |
| 8 EAST BANNERVILLE RD |
| 9 EAST BANNERVILLE RD |
| 10 EAST BANNERVILLE RD 2 |
| 11 EAST BANNERVILLE RD 2 (2) |
| 12 EAST BANNERVILLE RD 3 |
| 13 EAST BANNERVILLE RD 4 |
| 14 EAST BANNERVILLE RD DETAILS |
| 15 WALTON RD |
| 16 WALTON DTP |
| 17 WALTON RD DETAILS |
File details come from the government source that posted it. Updated .