CR_4A_Road_Widening_Plans.pdf
PDF 4 MB Posted
- Attached to
- CR 4A Roadway Safety Improvements State and local contract opportunity
- Solicitation number
- PD 24-25.112
- Issued by
- Escambia County, Florida
About this file
The document is a set of roadway resurfacing and widening plans prepared by the Escambia County, Florida Public Works Department, Engineering/Infrastructure Division for County Road 4A. The plans, dated June 2025, are a 100% submittal release for bid and cover a comprehensive roadway improvement project involving 16,833 square yards of roadway surface treatment, including partial reconstruction and mill/pave operations. The project scope includes widening existing 10-foot travel lanes to 11-foot lanes, adding 1-2 foot shoulders, installing new asphalt overlay (2" Type SP 12.5 Pg 76-22), leveling course, and black base. Additional work includes earthwork, traffic markings, guardrail upgrades, mailbox relocations, concrete work, and utility adjustments.
The project quantity summary indicates multiple specific line items, such as 5,150 cubic yards of earthwork excavation, 50,090 square yards of 2" asphalt overlay, 30,000 square yards of asphalt leveling, and 216 linear feet of W-beam guardrail with steel posts. The plans detail precise roadway cross-sections, showing existing and proposed road configurations, with specific attention to roadside swales, shoulder treatments, and tie-back details. The project encompasses multiple road intersections including Stucky Road, Poplar Dell Road, Killam Road, Creamer Road, Townsend Lane, and Tulip Road, spanning District 5 of Escambia County.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| CR_4A_Roadway_Safety_Improvements.pdf | ||
| Escambia_County_Technical_Specifications_07.01.2020.pdf | ||
| Escambia_Rural_Roads_Widening_Analysis-_TM.pdf |
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Text version
5-7
KEY SHEET
GENERAL NOTES
SUMMARY OF QUANTITIES
TYPICAL SECTIONS
PLAN VIEW - COUNTY ROAD 4A
ESCAMBIA COUNTY, FLORIDA
PLANS PROPOSED FOR
INDEX OF PLANS
100% PLANS SUBMITTAL
RELEASE FOR BID
JUNE 2025
ENGINEERING / INFRASTRUCTURE DIVISION
SHEET NO. SHEET DESCRIPTION
BOARD OF COUNTY COMMISSIONERS
PROJECT MANAGER:
PROJECT ENGINEER:
JOHN ROSENEAU
SECTION / TOWNSHIP / RANGE:
SIGNATURE:
DISTRICT:
REG FLA ENG NO:
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
JUNE 2025
PROPOSED RESURFACING
PLANS
COUNTY ROAD 4A
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SEABOARD
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RR
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FRANCISCO
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AND
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ST. LOUIS
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DISTRICT TWO
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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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HIGHWAY WIDENING DETAIL
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10'± EX. ROADWAY SECTION
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@ 6% W/ BAHIA SOD
PROPOSED 11' WIDE TRAVEL LANE
TIE BACK TO BOTTOM OF
EX. ROADSIDE SWALE SODDED
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FDOT-76-22 2" TYPE SP 12.5 ASPHALT
OVER TYPE SP 12.5 ASPHALT LEVELING
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TRAVEL LANES
EX. BASE
4"-12.5" ASPHALT BLACK BASE
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REMOVE EX. TOPSOIL, STOCKPILE TO
DRESS NEW ROADSIDE SLOPE
EX. ROADSIDE SWALE
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QUANTITY
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MOBILIZATION
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TEMPORARY TRAFFIC MARKINGS TO INCLUDE LAYOUT
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EARTHWORK EXCAVATE, HAUL AND INSTALL, ON-SITE
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EARTHWORK TO ESTABLISH GRADE
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MILLING EXISTING ASPHALT, 1.5" -3" DEPTH
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2" TYPE SP 12.5 PG 76-22 ASPHALT OVERLAY
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TYPE SP 12.5 ASPHALT LEVELING (110 LBS/SY)
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5" TYPE B 12.5 LBR 100 ASPHALT BASE
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ASPHALT MILLINGS FOR DRIVEWAYS
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LF
AutoCAD SHX Text
CONCRETE CURB TO MATCH EXISTING
AutoCAD SHX Text
AutoCAD SHX Text
LF
AutoCAD SHX Text
SAW CUT EXISTING CONCRETE
AutoCAD SHX Text
AutoCAD SHX Text
LF
AutoCAD SHX Text
REMOVE EXISTING CONCRETE
AutoCAD SHX Text
AutoCAD SHX Text
SY
AutoCAD SHX Text
6" CONCRETE DRIVEWAY APRON
AutoCAD SHX Text
AutoCAD SHX Text
SY
AutoCAD SHX Text ADJUST WATER METER/VALVES INCLUDES ALL APPURTENANCES FOR ADJUSTMENT TO FINAL GRADE
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text
ARGENTINE BAHIA SOD, STAKED
AutoCAD SHX Text 12000
AutoCAD SHX Text
SY
AutoCAD SHX Text
SILT FENCE TYPE III
AutoCAD SHX Text
AutoCAD SHX Text
LF
AutoCAD SHX Text
BALED HAY OR STRAW
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text NPDES NOI and NOT Permit, including SWPPP and monitoring (for use only with disturbed areas over 1.0 Acre)
AutoCAD SHX Text
AutoCAD SHX Text
EA
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)
AutoCAD SHX Text
PRODUCTION CHECKING COMPLETE, READY FOR SUBMITTAL REVIEW (RP)
AutoCAD SHX Text
ORIGINATOR (RP)
AutoCAD SHX Text
PHASE REVIEW
AutoCAD SHX Text
SIGNATURE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text REMARK INCORPORATION (Blue Highlighter)
AutoCAD SHX Text VERIFICATION, CHECKER (QR) (Blue Highlighter)
AutoCAD SHX Text ORIGINATOR VERIFICATION Correct (Pink Highlighter)
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
COUNTY ROAD 4
M O
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A N
R O
A D
STUCKY 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+0 0 32+0
0 33+0 0 34+0
0 35+0 0 36+0
0 37+0 0 38+0
0 39+0 0 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 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
16,833 SYCOUNTY ROAD 4A
TREATMENTROADWAY SURFACEROADWAY
PARTIAL RECON MILL/PAVE
LEGEND
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 500'
AutoCAD SHX Text 1000'
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)
AutoCAD SHX Text
PRODUCTION CHECKING COMPLETE, READY FOR SUBMITTAL REVIEW (RP)
AutoCAD SHX Text
ORIGINATOR (RP)
AutoCAD SHX Text
PHASE REVIEW
AutoCAD SHX Text
SIGNATURE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text REMARK INCORPORATION (Blue Highlighter)
AutoCAD SHX Text VERIFICATION, CHECKER (QR) (Blue Highlighter)
AutoCAD SHX Text ORIGINATOR VERIFICATION Correct (Pink Highlighter)
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
COUNTY ROAD 4A
TO
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86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+00134+00135+00136+00137+00138+00139+00140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00155+00156+00157+00158+00159+00160+00
16,833 SYCOUNTY ROAD 4A
TREATMENTROADWAY SURFACEROADWAY
PARTIAL RECON MILL/PAVE
LEGEND
DI
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FO
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 500'
AutoCAD SHX Text 1000'
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)
AutoCAD SHX Text
PRODUCTION CHECKING COMPLETE, READY FOR SUBMITTAL REVIEW (RP)
AutoCAD SHX Text
ORIGINATOR (RP)
AutoCAD SHX Text
PHASE REVIEW
AutoCAD SHX Text
SIGNATURE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text REMARK INCORPORATION (Blue Highlighter)
AutoCAD SHX Text VERIFICATION, CHECKER (QR) (Blue Highlighter)
AutoCAD SHX Text ORIGINATOR VERIFICATION Correct (Pink Highlighter)
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
B R
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M
ES
R O
A D
TULIP ROAD
COUNTY ROAD 4A
157+00158+00159+00160+00161+00162+00163+00164+00165+00166+00167+00168+00169+00170+00171+00172+00173+00 174+00175+00 176+00 177+00 178+00179+00180+00181+00182+00183+00184+00185+00186+00187+00188 +001
89+0
+001 91+
2+0
3+0
4+0
0 19 5+0
0 19 6+0
7+0
8+0
9+0
0+0
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2+0
3+0
4+0
0 20 5+0
6+0
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16,833 SYCOUNTY ROAD 4A
TREATMENTROADWAY SURFACEROADWAY
PARTIAL RECON MILL/PAVE
LEGEND
DI
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SURVEY
NUMBER
PROJECT
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 500'
AutoCAD SHX Text 1000'
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)
AutoCAD SHX Text
PRODUCTION CHECKING COMPLETE, READY FOR SUBMITTAL REVIEW (RP)
AutoCAD SHX Text
ORIGINATOR (RP)
AutoCAD SHX Text
PHASE REVIEW
AutoCAD SHX Text
SIGNATURE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text REMARK INCORPORATION (Blue Highlighter)
AutoCAD SHX Text VERIFICATION, CHECKER (QR) (Blue Highlighter)
AutoCAD SHX Text ORIGINATOR VERIFICATION Correct (Pink Highlighter)
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
| Sheets and Views |
| 1 Cover Sheet - Sheet |
| Sheet |
| 2 CR 4A Resurfacing Sheets 2-3 - Sheet 2 |
| 3 CR 4A Resurfacing Sheets 2-3 - Sheet 3 |
| 4 CR 4A Resurfacing Plan Sheets - Sheet 04 |
| 5 CR 4A Resurfacing Plan Sheets - Sheet 05 |
| 6 CR 4A Resurfacing Plan Sheets - Sheet 06 |
File details come from the government source that posted it. Updated .