Waukeenah Hwy_Plans Set (1 of 2).pdf
PDF 20 MB Posted
- Attached to
- Waukeenah Highway Widening from US 27 to US 19
- Solicitation number
- ITB-06570
- Issued by
- Jackson County, Florida
About this file
The document is a set of plans for the Waukeenah Highway Widening project in Jefferson County, Florida. The Jefferson County Board of County Commissioners is seeking bids from qualified contractors to widen and resurface 9.4 miles of CR 259/Waukeenah Highway from SR 20/US 27/W Capps Highway to SR 57/US 19. The project will expand the travel lanes from 11' to 12' and resurface the existing roadway. Improvements to signage and striping will also be made. Sealed proposals are due by October 18, 2023 at 3:00 p.m. Eastern Standard Time. Interested bidders can obtain the complete solicitation package from the Jefferson County website or by contacting the County Manager's Office.
The solicitation package contains additional details regarding this bid opportunity, including any special accommodations required under the Americans with Disabilities Act. The County reserves the right to waive informalities, reject any or all proposals, and accept the bid that is the lowest and best from a responsible bidder. No information is provided regarding pricing terms, set asides, incumbent contractors, funding requirements or sources, or other financial details.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFP 2023-16 Addendum 1.docx | DOCX document | |
| ITB 2023-16 Bid Forms Waukeenah Hwy.docx | DOCX document | |
| Waukeenah Hwy_Plan Set (2 of 2).pdf | ||
| ITB 2023-16 Intent and General Information .docx | DOCX document | |
| ITB 2023-16 Instructions to Bidders.docx | DOCX document |
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Text version
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Val ley
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H i g h w y
W e s
L k o a d
SHEET
NO.
FISCAL
YEAR
COMPONENTS OF PLANS SET
ROADWAY PLANS
SIGNING AND PAVEMENT MARKINGS
PROJECT LOCATION
Beginning of Project
STA. 10+50.25
(SR 20/US 27 Intersection)
Ending of Project
STA. 506+85.21
(SR 57/ US 19 Intersection)
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOW
ST PETERSBURG
FT PIERCE
FT MYERS
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
FORT WALTON
BEACH
PENSACOLA
WEST PALM
BEACH
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PANAMA
CITY
LAKE
CITY
DAYTONA
BEACH
SARASOTA -
BRADENTON
BEE LINE
EXPRESSWAY
SHEET
NO.
FISCAL
YEAR
DEI PROJECT
NO.
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
2 SIGNATURE SHEET
3 SUMMARY OF QUANTITIES
4 TYPICAL SECTION
5 TYPICAL SECTION
6 PROJECT LAYOUT
6B PROJECT NOTES
7 - 51 PLAN VIEW
52 - 256 CROSS SECTIONS
257 TRAFFIC CONTROL PLANS
258 - 260 SWPPP
N
T H E
O F F I C I A L
R E C O R D
O F
T H I S
S H E E T
I S
T H E
E L E C T R O N I C
F I L E
D I G I T A L L Y
S I G N E D
A N D
S E A L E D
U N D E R
R U L E
G
F A C
50106401
ENGINEER OF RECORD:
ROBERT C. CESKA, P.E.
P.E. NO.:82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE, FLORIDA 32301
CERTIFICATE OF AUTHORIZATION NO.: 00008794
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY2019-20 S tandard plans for
Road and Bridge Construction and applicable Interim Revisions (Irs).
Standard Plans for Road Construction and associated Irs are available at the following website:
APPLICABLE IRs: IR536-001-01, IR521-001-01
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, July, 2019 Standard
Specifications for Road and Bridge Construction at the following website:
http://www.fdot.gov/design/Standardplans.shtm http://www.fdot.gov/programmanagement/Implemented/SpecBooks
WAUKEENAH HIGHWAY
ROADWAY PLANS
BOARD OF COUNTY COMMISSIONERS
JEFFERSON COUNTY, FLORIDA
FINANCIAL PROJECT ID
438366-1-54-01 http://www.fdot.gov/design/standardplans/ http://www.dot.state.fl.us/programmanagement/implemented/specbooks
STATE OF
No.
P
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F
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82288
101 N MONROE STREET, SUITE 710
TALLAHASSEE, FLORIDA 32301-1946
CERTIFICATE OF AUTHORIZATION 8794
ROBERT C. CESKA, P.E. NO. 82288
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN
ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC DOCUMENTS
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\SIGNRD01.dwg
Jernigan, Randall
11/27/2019 7:30:42 AM
438366-1-54-01
SIGNATURE SHEET
JEFFERSON
ROBERT C. CESKA , P.E.
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
INDEX OF SIGNING AND PAVEMENT MARKINGS
SHEET NO. SHEET DESCRIPTION
S1 KEY SHEET
S2 SUMMARY OF QUANTITIES
S3 - S47 SIGNING AND PAVEMENT MARKINGS
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
2 SIGNATURE SHEET
3 SUMMARY OF QUANTITIES
4 TYPICAL SECTION
5 TYPICAL SECTION
6 PROJECT LAYOUT
6B PROJECT NOTES
7 - 51 PLAN VIEW
52 - 256 CROSS SECTIONS
257 TRAFFIC CONTROL PLANS
258 - 260 SWPPP
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
C:\Users\rjernigan\OneDrive - Dewberry\Waukeenah\CESSRD01.dwg
Jernigan, Randall
4/7/2020 12:43:51 PM
SUMMARY OF QUANTITIES
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
MATC
H EX
IST
ING
OVERLAY
MATCH EXISTING
R/W VARIES
℄ CONSTRUCTION
R W
L I N E
TYPICAL SECTION
WAUKEENAH HWY
STA. 10+50.25 - 141+61.36
STA. 142+37.56 - 275+89.98
STA. 278+70.74 - 320+98.95
STA. 322+82.58 - 402+77.46
STA. 421+59.27 - 506+85.21
EXISTING ROADWAY
.0
R W
L I N E
7' SHOULDER
TRAFFIC DATA
DESIGN SPEED - VARIES 50-60 MPH
POSTED SPEED - VARIES 45-55 MPH
CLEAR ZONE - 14' for 45 MPH
18' for 55 MPH
EST. ADT = 3,720 (YEAR 2040)
NOTES:
1. ALL FINAL SURFACE ASPHALT SHALL BE
PLACED WITH THE USE OF A MATERIAL
TRANSFER VEHICLE.
OVERLAY
1.0" SP 9.5 SURFACE COURSE (TRAFFIC B)
V
A
R
I
E
M
A
X
3' PAVED
SHOULDER
1' WIDENING
1.0" SP 9.5 SURFACE COURSE
1.0" SP 9.5 STRUCTURAL COURSE
OPTIONAL BASE GROUP 6 (8" LIMEROCK)
3' PAVED SHOULDER
1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)
OPTIONAL BASE GROUP 1 (4" LIMEROCK)
1' WIDENING
.0
7' SHOULDER
V
A
R
I
X
3' PAVED
SHOULDER
1' WIDENING
MATC
H EX
IST
ING
OVERLAY
MATCH EXISTING
R/W VARIES
℄ CONSTRUCTION
R W
L I N E
TYPICAL SECTION
(BRIDGE ASPHALT OVERLAY)
WAUKEENAH HWY
STA. 141+61.36 - 142+37.56
EXISTING BRIDGE
R W
L I N E
22' EXISTING ROADWAY
OVERLAY
1.0" SP 9.5 SURFACE COURSE (TRAFFIC B)
STATIONS NOT FOLLOWING TYPICAL SECTIONS
STA. 275+89.98 - 278+70.93
(INTERSTATE 10 OVERPASS)
STA. 320+98.87 - 322+82.81
(CONCRETE BRIDGE)
STA. 402+77.46 - 421+59.27
(CONCRETE BRIDGE WITH
ROADWAY RESURFACING
UNDER SEPARATE PROJECT)
11' +/-
EXISTING LANE
11' +/-
EXISTING LANE
6" 6"
2'-8"
PERFORMANCE
TURF (SOD)
PERFORMANCE
TURF
2'-8"
PERFORMANCE
TURF (SOD)
PERFORMANCE
TURF
NOTE:
CONTRACTOR SHALL MILL FULL WIDTH STARTING FROM
50' SOUTH OF BRIDGE TO BRIDGE START TO A DEPTH OF
1.0" TO PROVIDE FOR TIE IN TRANSITION. CONTRACTOR
SHALL SAW CUT JOINT FOR CONNECTION.
24' PROPOSED ROADWAY
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\TYPSRD01.dwg
Jernigan, Randall
1/21/2020 1:45:47 PM
TYPICAL SECTION
JEFFERSON
ROBERT C. CESKA ,P.E.
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
DRIVEWAY APRON DETAIL
3' PAVED SHOULDER
NTS
SIDE ROAD TURNOUT DETAIL
NTS
1.5" SP 9.5
SURFACE COURSE
COMMERCIAL
MATERIAL
OPTIONAL BASE GROUP 1
(ONLY WHERE EXISTING
ASPHALT DOES NOT EXIST)
2'
1.5" SP 9.5
SURFACE COURSE
3' PAVED SHOULDER
1.5" SP 9.5
SURFACE COURSE
OPTIONAL BASE GROUP 6
(ONLY WHERE EXISTING
ASPHALT DOES NOT EXIST)
5'
1.5" SP 9.5
SURFACE COURSE
EXISTING ROADWAY
EXCAVATE EXISTING MATERIAL
AND BACKFILL TO STRUCTURAL
COURSE W/ LIMEROCK,
COMPACT TO 98% MODIFIED
PROCTOR
1.5" SP 9.5 STRUCTURAL COURSE (TRAFFIC B)
1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)
CONTRACTOR SHALL
COMPACT EXISTING
SUBGRADE TO 98%
MODIFIED PROCTOR.
N.T.S.
CUT AND PATCH DETAIL
MATC
H EX
IST
ING
OVERLAY
MATCH EXISTING
R/W VARIES
℄ CONSTRUCTION
R W
L I N E
TYPICAL SECTION
WAUKEENAH HWY
STA 98+96.70 TO STA 101+40.70
STA 194+98.05 TO 197+17.05
EXISTING ROADWAY
.0
R W
L I N E
7' SHOULDER
TRAFFIC DATA
DESIGN SPEED - VARIES 50-60 MPH
POSTED SPEED - VARIES 45-55 MPH
CLEAR ZONE - 14' for 45 MPH
18' for 55 MPH
EST. ADT = 3,720 (YEAR 2040)
NOTES:
1. ALL FINAL SURFACE ASPHALT SHALL BE
PLACED WITH THE USE OF A MATERIAL
TRANSFER VEHICLE.
OVERLAY
1.0" SP 9.5 SURFACE COURSE (TRAFFIC B)
V
A
R
I
X
3' PAVED
SHOULDER
1' WIDENING
1.0" SP 9.5 SURFACE COURSE
1.0" SP 9.5 STRUCTURAL COURSE
OPTIONAL BASE GROUP 6 (8" LIMEROCK)
3' PAVED SHOULDER
1.5" SP 9.5 SURFACE COURSE (TRAFFIC B)
OPTIONAL BASE GROUP 1 (4" LIMEROCK)
1' WIDENING
.0
7' SHOULDER
V
A
R
I
X
3' PAVED
SHOULDER
1' WIDENING
11' +/-
EXISTING LANE
11' +/-
EXISTING LANE
SEED AND MULCH
6" 6"
PROPOSED GUARDRAIL PER FDOT STANDARD
PLANS 536-001. (DETAIL SHOWN SHOULD BE
USED FOR BOTH SIDES OF THE ROADWAY
WHERE GUARDRAIL IS PROPOSED) WHERE NO
ROADWAY WIDENING IS PROPOSED, GUARDRAIL
SHALL BE REPLACED IN THE SAME LOCATION
COMMERCIAL
MATERIAL
10"
SEED AND MULCH
10"
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\TYPSRD01.dwg
Jernigan, Randall
1/21/2020 1:45:48 PM
TYPICAL SECTION
JEFFERSON
ROBERT C. CESKA ,P.E.
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
P C
S T A
P C
S T A
P
T
A
PC STA. 220+21.57
P C
S T A
P T
S T A
A
P T
S T A
N
° 2 0'
" E
.81
N 13° 36' 15" E
1312.62
N
E
CURVE DATA Waukeenah Hwy (1)
PI STA. = 30+23.12
DELTA = 4° 44' 02"
D = 0° 20' 00"
T = 710.50
L = 1420.19
R = 17188.91
PC STA. = 23+12.62
PT STA. = 37+32.81
CURVE DATA Waukeenah Hwy (2)
PI STA. = 96+89.25
DELTA = 6° 20' 46"
D = 1° 00' 00"
T = 317.63
L = 634.62
R = 5729.58
PC STA. = 93+71.62
PT STA. = 100+06.24
CURVE DATA Waukeenah Hwy (3)
PI STA. = 138+44.94
DELTA = 24° 27' 05"
D = 1° 30' 00"
T = 827.64
L = 1630.08
R = 3819.72
PC STA. = 130+17.30
PT STA. = 146+47.39
E7
CURVE DATA Waukeenah Hwy (4)
PI STA. = 224+90.96
DELTA = 19° 22' 04"
D = 2° 04' 59"
T = 469.39
L = 929.82
R = 2750.69
PC STA. = 220+21.57
PT STA. = 229+51.39
N
7°
4'
1" E
.8
CURVE DATA Waukeenah Hwy (5)
PI STA. = 302+87.91
DELTA = 18° 36' 19"
D = 1° 30' 00"
T = 625.68
L = 1240.34
R = 3819.72
PC STA. = 296+62.23
PT STA. = 309+02.57
CURVE DATA Wauke
P C
S T A
A
P T
S T A
A
PT STA. 489+68.04
N
E
.5
CURVE DATA Waukeenah Hwy (6)
PI STA. = 354+98.64
DELTA = 5° 05' 31"
D = 0° 10' 00"
T = 1528.50
L = 3054.99
R = 34376.26
PC STA. = 339+70.14
PT STA. = 370+25.13
E
CURVE DATA Waukeenah Hwy (7)
PI STA. = 429+35.17
DELTA = 43° 50' 46"
D = 2° 00' 00"
T = 1152.98
L = 2192.31
R = 2864.79
PC STA. = 417+82.19
PT STA. = 439+74.50
CURVE DATA Waukeenah Hwy (8)
PI STA. = 486+14.60
DELTA = 23° 54' 58"
D = 3° 20' 00"
T = 364.04
L = 717.48
R = 1718.87
PC STA. = 482+50.56
PT STA. = 489+68.04
N 50° 31' 07" E
1827.59
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLAYRD01.dwg
Jernigan, Randall
11/27/2019 7:38:12 AM
PROJECT LAYOUT
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
N 1
N
AutoCAD SHX Text
AutoCAD SHX Text 2000'
AutoCAD SHX Text 4000'
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\GNNTRD01.dwg
Jernigan, Randall
12/3/2019 11:48:22 AM
PROJECT NOTES
6B
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
GENERAL NOTES:
1. ALL ROADWAY AND DRAINAGE LAYOUT, CONSTRUCTION AND MATERIALS SHALL BE PER FDOT STANDARDS AND
SPECIFICATIONS. MATERIALS SHALL MEET FDOT SPECIFICATIONS AND SHALL BE PRODUCED OR OBTAINED
FROM AN FDOT APPROVED SOURCE. MATERIALS NOT COVERED UNDER THE STANDARD FDOT SPECIFICATIONS
SHALL MEET THE REQUIREMENTS WITHIN THESE PLANS AND THE RESPECTIVE MANUFACTURER.
2. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER
MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE
CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEERING DIVISION WITHOUT DELAY. ANY SURVEY MONUMENTS
REMOVED BY THE CONTRACTOR WITHOUT REFERENCE BEING ESTABLISHED, WILL BE REPLACED BY THE
CONTRACTOR AT HIS EXPENSE.
3. ANY EXISTING BENCHMARKS ARE TO BE REESTABLISHED BY THE CONTRACTOR'S SURVEYOR, IF DISTURBED.
PROJECT CONTROL SHALL BE REINSTALLED AT COMPLETION OF PROJECT.
4. THE CONTRACTOR SHALL UNDERCUT ALL UNSUITABLE MATERIAL ENCOUNTERED AND SHALL BACKFILL WITH
CLEAN SUITABLE FILL MEETING FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS
DETERMINED NECESSARY AND DIRECTED BY THE COUNTY. SEE FDOT STANDARD PLANS INDEX 120-001 AND
120-002. THESE CUT AND FILL QUANTITIES SHALL BE COMPENSATED BASED ON STATE WIDE AVERAGE
PRICING IF NEEDED.
5. ALL BORROW MATERIAL (OR EMBANKMENT) SHALL MEET THE REQUIREMENTS OF FDOT STANDARD PLANS INDEX
120-001 AND SHALL BE FURNISHED BY THE CONTRACTOR FROM AREAS PROVIDED BY THE CONTRACTOR AND
APPROVED BY THE COUNTY.
6. THE CONTRACTOR SHALL STOCKPILE TOPSOIL AND CONSTRUCTION MATERIALS IN SAFE AREAS ACCEPTABLE TO
THE COUNTY ENGINEERING DIVISION. NO MATERIAL IS TO BE WINDROWED ON THE PAVEMENT OR SHOULDERS
OR WITHIN ANY ENVIRONMENTALLY SENSITIVE AREAS.
7. ONLY THE EXCAVATION FOR BASE PLACEMENT AND PIPE TRENCHES THAT CAN BE BACKFILLED BY THE END
OF THE WORK DAY SHALL BE EXCAVATED. NO OPEN PIPE TRENCH OR ROADWAY EXCAVATION WILL BE
ALLOWED TO REMAIN AFTER WORK ENDS FOR THE APPROVED WORK HOUR DAY.
8. ALL DAMAGED/DISCARDED SIGNS, POSTS & SOIL PLATES SHALL BE SALVAGED TO THE COUNTY AND
DELIVERED TO THE JEFFERSON COUNTY ROAD DEPARTMENT, 1484 JEFFERSON ST., MONTICELLO, FL 32344.
9. ALL EXISTING STREET SIGNS, ETC. SHALL BE RELOCATED IN ACCORDANCE WITH THE PROCEDURES OUTLINED
IN FDOT STANDARD PLANS INDEX 110-200. RELOCATION SHALL BE CONSIDERED A PART OF MAINTENANCE OF
TRAFFIC. MAILBOX RELOCATIONS (8' FROM EOP) SHALL BE COORDINATED THROUGH THE LOCAL POSTMASTER
PRIOR TO RELOCATION.
10. THE CONTRACTOR SHALL CONSTRUCT DRIVEWAY TURNOUTS AT ALL EXISTING DRIVEWAYS PER FDOT STANDARD
PLANS INDEX 330-001 UNLESS OTHERWISE NOTED ON PLAN SHEETS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO LAWFULLY REMOVE, TRANSPORT AND DISPOSE OF ALL
MATERIALS NOT SALVAGED TO OWNER. EXCESS FILL MATERIAL SHALL BE UTILIZED TO THE FULLEST EXTENT
POSSIBLE. REMAINING FILL SHALL, AT COUNTY'S OPTION, BE SALVAGED TO THE COUNTY AT AN APPROVED
LOCATION FOR STOCKPILING. UNDAMAGED GUARDRAIL SHALL BE SALVAGED TO THE COUNTY AND DELIVERED TO
THE JEFFERSON COUNTY ROAD DEPARTMENT.
12. ALL DISTURBED AREAS SHALL BE STABILIZED BY PERFORMANCE TURF AND SOD. (SEE TYPICAL ROADWAY
SECTION FOR SOD LOCATIONS)
13. ALL WATER, EQUIPMENT. MATERIALS, SUPPLIES, PRIME MATERIAL, COVER MATERIAL ETC. INCLUDING
NECESSARY MEANS, METHODS, SURVEYING AND MOT SHALL BE INCLUDED IN BID PRICE(S). OMISSIONS BY
CONTRACTOR WILL NOT SERVE AS JUSTIFICATION FOR APPROVAL OF ADDITIONAL COMPENSATION.
14. CONTRACTOR IS TO PROVIDE ALL REQUIRED SUBMITTALS INCLUDING FDOT APPROVED ASPHALT DESIGN MIXES
FOR REVIEW AND APPROVAL BEFORE ANY WORK IS TO COMMENCE ON THE RELEVANT PHASE OF THE PROJECT.
15. TYPE SP AND FC ASPHALTIC CONCRETE TO BE PLACED WITH A MECHANICAL SPREADER USING ELECTRONIC
TRANSVERSE & LONGITUDINAL SCREED CONTROLS.
16. PAVEMENT THICKNESS TRANSITIONS ALONG THE MAINLINE ROADWAY ARE TO BE CONSTRUCTED ON A 1:600
RATIO. FURTHER, WHENEVER GRADE DIFFERENCES EXIST BETWEEN THE PROJECT AND AN INTERSECTING
STREET, TURNOUT OR CROSSOVER, THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM THE
STREET, TURNOUT, OR CROSSOVER TO THE PROJECT UNTIL FINAL SURFACE INSTALLATION.
17. ALL ITEMS AS SHOWN ON THE PLANS MAY BE INCREASED, DECREASED OR OMITTED AS DIRECTED BY THE
COUNTY OR THE AUTHORIZED REPRESENTATIVE.
18. ALL WELLS, CLEANOUTS, MANHOLE TOPS, PULL BOX COVERS AND OTHER UTILITY APPURTENANCES WITHIN THE
PROJECT LIMITS SHALL BE PROTECTED AND ADJUSTED WHERE NECESSARY TO MATCH PROPOSED FINISH
GRADES.
19. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING THIS PROJECT AND SHALL BE RESPONSIBLE FOR
REPAIRING ANY DAMAGE TO ADJACENT PROPERTIES, EXISTING STRUCTURES OR FACILITIES, ABOVE OR BELOW
GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.
20. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY ANY NECESSARY UTILITY
FIELD LOCATION OR RELOCATION, AS REQUIRED. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS
ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY.
ACTUAL LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR.
21. CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA, INC.
(1-800-432-4770) AND UTILITY OWNERS LISTED HEREIN, 48 HOURS IN ADVANCE OF BEGINNING
CONSTRUCTION AT THE JOB SITE.
22. ANY REMOVAL OF BUSHES/TREES THAT ARE NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE
COVERED BY PAY ITEM 110-1-1.
23. CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS, IF THEIR LANDSCAPING IS TO BE REMOVED, TO COORDINATE THE REMOVAL AND POSSIBLE RELOCATION.
24. DEWATERING: SHOULD LOWERING OF GROUNDWATER BE NECESSARY FOR THE INSTALLATION OF CONCRETE
STRUCTURES, OR TO PREVENT LATERAL MOVEMENT OF CONCRETE ALREADY PLACED, SUCH LOWERING SHALL BE
ACCOMPLISHED BY MEANS OF A WELL POINT SYSTEM OR OTHER APPROVED MEANS, AT CONTRACTOR'S
EXPENSE. COMPREHENSIVE PLANS FOR DEWATERING OPERATIONS, IF USED, SHALL BE SUBMITTED BY THE
CONTRACTOR PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING
ASSOCIATED WITH DEWATERING.
25. THE CONTRACTOR SHALL VERIFY THAT ALL VALVE BOXES ARE ADJUSTED TO MATCH NEW FINISHED GRADE
ELEVATIONS. VALVE BOX ADJUSTMENTS TO BE CONDUCTED BY THE UTILITY AGENCY OWNERS (UAO).
26. ALL OVERHEAD ELECTRIC LINES ARE 7.2kV - 12.47kV.
27. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING NPDES PERMIT.
28. CONTRACTOR SHALL VERIFY EXISTING CROSS DRAIN PIPE SIZES BEFORE ORDERING NEW PIPES.
MAINTENANCE OF TRAFFIC BY CONTRACTOR
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE PASSAGE OF TRAFFIC AND PROTECTION OF
ITS WORK FORCE THROUGHOUT THE PROJECT.
2. A MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED BY THE CONTRACTOR IN ACCORDANCE WITH PART
SIX OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE ROADWAY AND TRAFFIC
DESIGN STANDARDS. ONE TRAFFIC LANE MAY BE CLOSED DURING WORKING HOURS ONLY. CONTRACTOR IS TO
CHECK AND MAINTAIN ON A DAILY BASIS ALL SIGNS, FLASHING LIGHTS, STRIPING AND OTHER ITEMS AS
REQUIRED TO CONFORM WITH THE MAINTENANCE OF TRAFFIC PLAN.
3. WORK ZONE TRAFFIC CONTROL SHALL ADHERE STRICTLY TO THE REQUIREMENTS OF THE FDOT STANDARD
PLANS INDEX FOR ROAD CONSTRUCTION 102-600, THE MUTCD AND ANY SPECIFIC INSTRUCTIONS OF THE
COUNTY ENGINEERING DIVISION. NONCOMPLIANCE WITH THESE STANDARDS WILL SERVE AS JUST CAUSE FOR
STOPPING WORK AT NO EXPENSE TO OWNER.
4. THE CONTRACTOR'S PROPOSED SEQUENCE OF OPERATIONS AND SPECIFIC MAINTENANCE OF TRAFFIC PLANS
SHALL BE REVIEWED BY THE COUNTY ENGINEER OF RECORD PRIOR TO THEIR IMPLEMENTATION.
5. UNLESS SPECIFICALLY AUTHORIZED BY THE COUNTY ENGINEERING DIVISION, THE CONTRACTOR SHALL
MAINTAIN AT ALL TIMES AT LEAST ONE WAY TRAFFIC WITH A MINIMUM OF A 8'(FT) WIDE LANE AND A
POSTED SPEED OF NOT MORE THAN 15 MILES PER HOUR, WITH APPROPRIATE TRAFFIC CONTROL.
6. AN ABOVE GROUND HAZARD IS ANY OBJECT, MATERIAL, OR EQUIPMENT OTHER THAN TRAFFIC CONTROL
DEVICES THAT ENCROACHES UPON THE TRAVEL WAY OR THAT IS LOCATED WITHIN THE CLEARZONE WHICH
DOES NOT MEET FDOT'S SAFETY CRITERIA.
7. TEMPORARY LANES SHALL BE STABILIZED AND SUITABLE FOR PASSENGER VEHICLES DURING ALL WEATHER
CONDITIONS.
EROSION & SEDIMENTATION CONTROL:
THE CONTRACTOR IS RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL PRACTICES DURING CONSTRUCTION
TO MINIMIZE ON-SITE EROSION/SEDIMENTATION AND TO PROTECT AGAINST DAMAGE TO OFF-SITE PROPERTY.
THE FOLLOWING PRACTICES SHALL BE EMPLOYED:
1. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF
OFF-SITE DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITH A SEDIMENT BARRIER PER THE
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104 TO PREVENT OFF-SITE
DISCHARGE OF SEDIMENTS. TEMPORARY SEED AND MULCH SHOULD BE USED TO CONTROL ON-SITE" EROSION
WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT VEGETATION. PERMANENT VEGETATION SHALL BE
PLACED AS EARLY AS POSSIBLE ON ALL SLOPES STEEPER THAN 5 (FT) HORIZONTAL TO 1 (FT) VERTICAL (IF
APPLICABLE). SOD SHALL BE PINNED AS REQUIRED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES
SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE. THE CONTRACTOR SHALL
INSPECT AND REPAIR AS NECESSARY THE EROSION/SEDIMENTATION PROTECTION AT THE END OF EACH
WORKING DAY.
2. EROSION/SEDIMENTATION CONTROL SHALL BE PLACED PRIOR TO ANY SITE EXCAVATION AND/OR FILLING AND
SHALL REMAIN IN PLACE UNTIL SITE EXCAVATION IS COMPLETE AND VEGETATION ESTABLISHED.
3. ALL SLOPES STEEPER THAN 3H:1V REQUIRE LAPPED OR PEGGED SOD.
4. ALL INLET STRUCTURES AND PIPES SHALL BE PROTECTED FROM SILTATION BY CONSTRUCTING INLET
PROTECTION AS DEFINED IN THE FDOT STANDARDS.
5. PERMANENT VEGETATIVE STABILIZATION SHALL BE APPLIED ON FINE GRADED SITES AS SOON AS PRACTICAL.
TEMPORARY SEEDING SHOULD BE EMPLOYED TO PREVENT EXPOSURE OF BARREN SOILS UNTIL PERMANENT
VEGETATION CAN BE APPLIED.
6. ALL SYNTHETIC BALES, SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONCE VEGETATION IS FULLY ESTABLISHED. CONTRACTOR SHALL REPLACE ANY
PERFORMANCE TURF THAT DOES NOT ESTABLISH.
MISCELLANEOUS NOTES:
1. BURNING OF MATERIALS AND/OR DEBRIS AS A MEANS OF DISPOSAL IS PROHIBITED WITHIN THE LIMITS OF
THE PROJECT.
2. MOWING SHALL BE PERFORMED ONE (1) TIME AS A PART OF REACHING FINAL COMPLETION FOR THE PROJECT
ONCE SUBSTANTIAL COMPLETION IS APPROVED. MOWING EFFORT SHALL MEET THE REQUIREMENTS OF THE
FDOT STANDARD PLANS INDEX.
3. RE-GRADE DITCHES AT SIDE AND CROSS DRAINS TO LIMITS SHOWN OR 25 FEET MINIMUM TO PROVIDE
SMOOTH TRANSITION WITH CULVERT AND EXISTING FLOW LINES. AVOID SUMP CONDITIONS TO THE MAXIMUM
EXTENT POSSIBLE.
4. CONTRACTOR SHALL DESILT ALL EXISTING CROSS DRAINS AND SIDE DRAINS.
5. ALL DRIVES, WHERE SIDE DRAIN REPLACEMENT IS CALLED FOR SHALL BE REPLACED WITH MATERIAL CALLED
FOR IN PLANS. IT SHALL BE RECONSTRUCTED TO THE POINT OF DISTURBANCE OR RIGHT-OF-WAY AS
DIRECTED. GRADES SHALL BE ADJUSTED TO PROVIDE A SMOOTH TRANSITION TO THE POINT OF
DISTURBANCE/REPLACEMENT.
TESTING REQUIREMENTS:
1. ALL TESTING SHALL BE PERFORMED BY A LICENSED/CERTIFIED LABORATORY.
2. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CEI FIRM. PASSING RESULTS WILL BE REQUIRED
PRIOR TO BEGINNING THE NEXT PHASE OF CONSTRUCTION.
3. THE COUNTY SHALL BE NOTIFIED NO LESS THAN 24 HOURS IN ADVANCE FOR SCHEDULING INSPECTION OF
PERTINENT STAGES OF CONSTRUCTION INCLUDING SUBGRADE PREPARATION, LIMEROCK PLACEMENT, PRIME
AND TACK COATS, ASPHALT PLACEMENT, CULVERT INSTALLATIONS AND OTHERS AS REQUIRED FOR APPROVAL.
4. PERFORM COMPACTION TESTING FOR CULVERTS AND CULVERT EXTENSIONS AS DESCRIBED IN FDOT
SPECIFICATIONS, LATEST EDITION. A MINIMUM OF ONE TEST ON EACH SIDE OF THE CULVERT PER LIFT IS
REQUIRED FOR THE BEDDING AND COVER ZONE. A MINIMUM OF ONE TEST PER LIFT IS REQUIRED IN THE
TOP ZONE. PERFORM ADDITIONAL TESTING AS DIRECTED BY THE AUTHORIZED REPRESENTATIVE.
5. PERFORM MODIFIED PROCTOR AND LBR TESTING FOR STABILIZED SUBGRADE AT A FREQUENCY OF ONE TEST
PER LIFT PER 1,000 FT OF ROADWAY, OR AT A MINIMUM OF TWO TESTS PER ROADWAY SEGMENT, WHICHEVER
IS GREATER. LIMEROCK BEARING RATIO VALUE SHALL EQUAL OR EXCEED 40, NO UNDER TOLERANCE
PERMITTED.
6. PERFORM MODIFIED PROCTOR AND LBR TESTING FOR STABILIZED SHOULDER AT A FREQUENCY OF ONE TEST
PER 2,000 FT. OR AT A MINIMUM OF TWO TESTS PER SIDE OF ROADWAY SEGMENT, WHICHEVER IS GREATER.
LIMEROCK BEARING RATIO VALUE SHALL EQUAL OR EXCEED 30, NO UNDER TOLERANCE PERMITTED.
7. IN-PLACE THICKNESS OF EACH COURSE OF A STABILIZED SUBGRADE SHALL BE DETERMINED USING 3" CORES
AT A FREQUENCY OF THREE TESTS PER LIFT PER 500 FOOT SECTION, OR AT A MINIMUM OF THREE TESTS
PER ROADWAY SEGMENT, WHICHEVER IS GREATER.
8. PERFORM COMPACTION TESTING FOR STABILIZED SUBGRADE AND FILL THE FULL DEPTH AT A FREQUENCY OF
ONE TEST PER LIFT PER 500 FOOT SECTION, OR AT A MINIMUM OF TWO TESTS PER ROADWAY SEGMENT, WHICHEVER IS GREATER. COMPACTION SHALL ACHIEVE 98.0% OF MODIFIED PROCTOR DENSITY (AASHTO T
180).
9. PERFORM MODIFIED PROCTOR TESTING FOR BASE COURSE AT A FREQUENCY OF ONE TEST PER LIFT PER 4,000
FT OF ROADWAY, OR AT A MINIMUM OF ONE TEST PER ROADWAY SEGMENT, WHICHEVER IS GREATER.
10. PERFORM COMPACTION TESTING FOR BASE COURSE THE FULL DEPTH AT A FREQUENCY OF ONE TEST PER LIFT
PER 500 FOOT SECTION, OR AT A MINIMUM OF TWO TESTS PER ROADWAY SEGMENT, WHICHEVER IS GREATER.
COMPACTION SHALL ACHIEVE 98.0% OF MODIFIED PROCTOR DENSITY (AASHTO T 180).
11. IN-PLACE THICKNESS OF EACH COURSE OF A BASE COURSE SHALL BE DETERMINED USING 3" CORES AT A
FREQUENCY OF THREE TESTS PER LIFT PER 500 FOOT SECTION, OR AT A MINIMUM OF THREE TESTS PER
ROADWAY SEGMENT, WHICHEVER IS GREATER.
12. ASPHALT CONCRETE MIXES SHALL BE A CURRENT FDOT APPROVED DESIGN OF THE MATERIAL ACTUALLY USED.
SAMPLES OF MATERIALS DELIVERED TO THE SITE SHALL BE TESTED IN ACCORDANCE WITH FDOT
REQUIREMENTS TO VERIFY THAT AGGREGATE GRADATION AND ASPHALT CONTENT MEETS APPROVED DESIGN
CRITERIA.
13. SURFACE SMOOTHNESS AND IN-PLACE DENSITY OF EACH COURSE OF ASPHALT CONCRETE SHALL BE
DETERMINED IN ACCORDANCE WITH CURRENT FDOT STANDARD SPECIFICATIONS. CORE DENSITIES SHALL BE
DETERMINED USING THE VACUUM CORE DRY VS. FAN METHOD. FIELD DENSITIES, CORING LOCATIONS AND
PLANT SAMPLING SHALL BE CONDUCTED AND OBTAINED ACCORDING TO THE RANDOM NUMBER TABLES
PROVIDED BY THE COUNTY. A MINIMUM OF THREE DENSITY TESTS PER ROADWAY SEGMENT PER DAY AND
TESTING OF ONE PLANT SAMPLE PER DAY WILL BE REQUIRED.
14. CONTRACTOR PROCESS CONTROL TESTS SHALL BE REQUIRED FOR PROJECTS LESS THAN 2,000 TONS OF HOT
MIX ASPHALT. SUCH TESTS WILL BE USED FOR ACCEPTANCE/REJECTION/REPLACEMENT AND PAYMENT
APPROVAL.
15. THE TESTING OF ALL ASPHALT SHALL BE RESTRICTED TO 2,000 TON LOTS.
CONSTRUCTION SEQUENCE:
1. THE CEI FIRM WILL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION CONFERENCE WITH THE
OWNERS, UTILITY COMPANIES, CONTRACTOR, ENGINEER AND ALL OTHER PARTIES REQUIRED FOR
COMMENCEMENT OF PROJECT. THIS MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF ANY PROJECT
RELATED ACTIVITIES.
2. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER
FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE
IN PERSON OR BY TELEPHONE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. CONSTRUCTION SHALL NOT
COMMENCE UNTIL INFORMATION (NAME AND PHONE NUMBER) OF CERTIFIED STORMWATER EROSION AND
SEDIMENT CONTROL INSPECTOR HAS BEEN PROVIDED TO THE CIE FIRM AT THE PRE CONSTRUCTION MEETING
3. PRIOR TO CLEARING, A STAKED SILT FENCE (TRENCHED 8 INCHES DEEP AND BACKFILLED ON THE UPHILL
SIDE), SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE AS SHOWN ON THE PLANS. SILT FENCE
MUST NOT BE TRENCHED WITHIN 60% OFTHE CPZ (CRITICAL PROTECTION ZONE) OF ANY TREES TO BE
PROTECTED. EROSION CONTROL SHOWN ON PLANS IS REQUIRED. ADDITIONAL SEDIMENT AND EROSION
CONTROL MEASURES MAY BE REQUIRED DURING ANY PHASE OF THE DEVELOPMENT, AT THE DISCRETION OF
THE INSPECTOR. THE COUNTY INSPECTOR MAY REQUIRE ADDITIONAL MEASURES TO PREVENT ADDITIONAL
EROSION. CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING ANY SEDIMENT AFTER CONSTRUCTION.
CONTRACTOR WILL BE RESPONSIBLE FOR THE CONDITION OF RIGHT-OF-WAY DURING CONSTRUCTION.
CONTRACTOR CAN USE ADDITIONAL ALTERNATIVES TO PREVENT SEDIMENTS EXISTING THE SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY OFFSITE IMPACTS.
4. DURING THE CLEARING, GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED MORE THAN 7
DAYS SHALL BE STABILIZED WITH GRASS SEED APPLIED AT MANUFACTURER'S RECOMMENDATIONS. SEEDING
SHALL CONTAIN 1.4 LB/1,000 SF OF BERMUDA AND 0.9 LB./1,000 SF OF RYEGRASS IN THE COOL SEASON AND
IN THE WARM SEASON SHALL CONTAIN 1.4 LB./1,000SF OF BERMUDA AND 0.9 LB/1,000 SF OF BROWNTOP
MILLET. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS OF STRAW PER ACRE. ALL
EXPOSED SLOPES THAT ARE EQUAL TO OR GREATER THAN 5%, AN EROSION BLANKET SHALL BE UTILIZED
UNTIL THE AREA ACHIEVES FINAL STABILIZATION.
5. CONTRACTOR SHALL EXCAVATE THE SITE SO THAT NO SEDIMENTS ENTER A CONVEYANCE SYSTEM.
CONTRACTOR SHALL ENSURE NECESSARY SAFETY MEASURES ARE TAKEN TO REMOVE SOIL FROM THE
PROPOSED SITE AND OSHA REQUIREMENTS ARE MET. IF CONTRACTOR STORES SOILS ON SITE AND SHALL
COORDINATE WITH OWNER ABOUT LOCATION ON SITE. THE STORAGE ON SITE AREA SHALL BE SURROUNDED
BY DOUBLE ROW SILT FENCE. IF THE CONTRACTOR REMOVES SOIL AND CREATES SLOPES GREATER THAN 2:1
PRIOR TO ANY HEADWALL BEING INSTALLED NECESSARY EROSION CONTROL MEASURES SHALL BE PLACED, SUCH AS SILT FENCES AND EROSION CONTROL BLANKETS AS NEEDED.
6. AFTER THE INITIAL SITE GRADING WORK, ALL PROPOSED INLET(S)/OUTFALLS, ONCE INSTALLED, SHALL BE
PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE USE OF FILTER FABRIC (WITH THE SAME
INSTALLATION AS ABOVE). DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
PERMANENTLY CEASED OR ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH
PERMANENT SEED OR OTHER PERMANENT STABILIZATION METHODS. SEEDING SHALL BE THE SAME AS IN
TEMPORARY SEEDING.
7. TEMPORARY SEEDING SHALL BE APPLIED AT MANUFACTURER'S RECOMMENDATIONS, AS ABOVE, TO ANY
DISTURBED AREAS THAT ARE INACTIVE MORE THAN 7 DAYS. SOD SHALL BE USED TO STABILIZE ANY
STORMWATER DISCHARGE SWALE. SOD STRIPS IN SWALES AND WATERWAYS SHALL BE LAID PERPENDICULAR
TO THE DIRECTION OF FLOW. SOD SHALL BE PEGGED OR STAPLED TO RESIST WASHOUT DURING THE
ESTABLISHMENT PERIOD. SOD SHALL BE WATERED AND MAINTAINED AS NEEDED FOR THIS PROJECT.
8. CLEAR THE REMAINING PORTION OF THE SITE, INCLUDING ACCESS DRIVES, AND CREATE DIVERSION
CHANNELS IF NECESSARY TO DIRECT ANY STORM WATER FLOWS TO A CONVEYANCE SYSTEM. CONSTRUCT
SEDIMENT BALE CHECK DAMS WHERE NEEDED TO TRAP SEDIMENT BEFORE IT REACHES A CONVEYANCE
SYSTEM.
9. CARE SHALL BE TAKEN TO ASSURE THE REMOVAL OF ACCUMULATED FINE SEDIMENTS AND THAT THE
EXCESSIVE COMPACTION OF SOIL BY CONSTRUCTION MACHINERY IS AVOIDED. INLET(S)/OUTFALLS SHALL BE
PROTECTED WITH FILTER FABRIC AND PROPERLY INSTALLED SEDIMENT BALES (WITH THE SAME
INSTALLATION AS INDICATED ABOVE) OR DOUBLE ROW STAKED SILT FENCE.
10. ALL SEDIMENT IS TO BE CAPTURED ON THE PROJECT SITE. ANY SEDIMENT ESCAPING THE PROJECT SITE
WILL BE REQUIRED TO BE REMOVED AND RESTORED INCLUDING THE TRACKING OF SOIL ON STREETS. THIS
INCLUDES SEDIMENT INTO ANY SWALE OR PIPE FACILITY. CONTRACTOR WILL BE RESPONSIBLE FOR ANY
SEDIMENT ENTERING FACILITY AND WILL BE RESPONSIBLE FOR ITS REMOVAL.
11. DAILY MAINTENANCE WILL BE REQUIRED ON THE SITE AND IMMEDIATELY AFTER STORM EVENTS TO PREVENT
TRACKING OF SEDIMENT ON TO ADJACENT STREETS AND RIGHT OF WAY.
12. REMOVE ALL SEDIMENT/EROSION CONTROL DEVICES. REMOVE AND DISTRIBUTE ANY REMAINING SEDIMENT
ONCE FULLY STABILIZED. ASSURE THAT DISTRIBUTED SEDIMENT WILL NOT BE REDISTRIBUTED. ANY EXCESS
DIRT SHALL BE DISPOSED OFF IN A MANNER OFF SITE THAT WILL NOT CAUSE ANY EROSION OR SEDIMENT
ISSUES. CONTRACTOR WILL ALSO INSPECT STRUCTURES FOR SEDIMENT. ANY SEDIMENT SHALL BE FLUSHED
FROM THE CONVEYANCE SYSTEM.
13. TWO WEEKS PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL HAVE A WALK THROUGH WITH THE CEI
FIRM AND OWNER AND A PUNCH LIST SHALL BE PREPARED. ONCE ALL PUNCH LIST ITEMS ARE ADDRESSED, THE CONTRACTOR SHALL ALSO SCHEDULE A WALK THROUGH WITH THE OWNER AND ENGINEER UPON
COMPLETION.
UTILITY CONTACTS
CENTURY LINK
DAVID POOLE
850-599-1479
COMCAST COMMUNICATIONS
ANDY O'SHEA
570-994-3593
DUKE ENERGY
TONY LOMELIN
352-239-1690
JEFFERSON COMMUNITIES
WATER SYSTEM
RICK DEAL
850-251-9531
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2' DRIVEWAY
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2' DRIVEWAY
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¡ CONST.
2' DRIVEWAY
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10+00 11+00 12+00 13+00 14+00 15+00
CONTRACTOR SHALL MILL FULL WIDTH FROM
ST. 10+50.25 TO STA. 11+00.25 TO A DEPTH
OF 1.0" TO PROVIDE FOR TIE IN TRANSITION.
CONTRACTOR SHALL SAW CUT JOINT FOR
CONNECTION.
BEGIN PROJECT
STA. 10+50.25
M A T C H L I N E
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INV.200.73'
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INV.201.83'
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2' DRIVEWAY
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2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
5' SIDE ROAD
TURNOUT
14+00 15+00 16+00 17+00 18+00 19+00 20+00
M A T C H L I N E
S T A
M A T C H L I N E
S T A
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:40:51 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
80'
W
T
E
R
W
A
T
E
R
WA
TE
R
W
A
T
E
R
WA
TE
R
SET 5/8" IR
NO CAP
EL. 199.66'
BENCHMARK #54
R O C K
D
R I V E
R C P
INV
.196
.70'
H
E
A D
W
A L L
L A N D
S
C A P E
LA
N D S C A P E
O R N M
"P
E C A N
OE
OE
OE
OE
OE
OE
OE
OE
O
T
O
T
O
T
#476 5 C
AP
FD 5/8
" IR
O
E
M
I L L I N G
D
R I V E
18"
CMP
ASPH
ALT
INV.196.38'
INV.196.46'
INV.196.56'
INV.196.70'
18" CMP
C O N C R E T E
ORNM
L A N D S C A P E
18" RCP
" C
MP
F L O Y D
A L L E N
D R I V E
A S P H A L T
INV.196.34'
INV.196.19'
INV.196.79'
INV.196.86'
28" PECAN
D
I R T
D
R I V E
O
T
O
T
O
T
O E
O E
O E
O E
O E
O E
O
E
O
E
O
E
W A T E R
OE
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
A S P H A L T
D R
IV
E
P E C A N
O
E
O
E
M
I
L
L
I
N
G
D
R
I
V
E
M
IL
L
IN
G
D R
IV
E
A S P H A
LT
15" R
CP
I N V
18" C
MP
INV.198
.96'
INV.199.56'
D
IR
T
D R
IV
E
15" CM
P
INV.197
.79'
" P
EC
AN
INV.198
.27'
A S P H A
LT
" O
AK
A S P H A L T
D R
IV
E
EL. 200.79'
NO CAP
SET NAIL
BENCHMARK
D
IR
T
D R
IV
E
N O T U
S E D
H E D G E R
O W
18" R
CP
INV.197
.90'
INV.197
.74'
N O T
U S
E
D
O
E
O
E
O
E
O
E
O
E
LANDSCAPE
ASPHALT
STREET
C H U R C H
ST
OP
B
U
M
P
B
U
M
P
B
U
M
P
B
U
M
P
15" R
CP
I N V
IN
V .1 .1
18" CM
P
18" R
CP
INV.198
.62' INV.198.26'
ORNM
ORNM
SPEED BUMPS SPEED BUMPS
#10759
18" RCP
PIPE
CHANGES
UNDERGRO
UND
PIPE CHANGES
UNDERGROUND
7.
198.0
199.0
197.
198.0
.0
.0
.0
8.
.0
.0
.0
.0
.0
.0198.0
.0
201.0
199.0
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
5' SIDE ROAD
TURNOUT
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
¡ CONST.
20+00 21+00
22+00 23+00 24+00
25+00
M A T C H L I N E
S T A
M A T C H L I N E
S T A
WA
TE
R
W A T E R
WATER
W A T E R
S
T
B
L
D
G
S
T
B
L
D
G
18" R
CP
IN
V .1 .7
D I R T
D R I V E
ASPHALT
OE
P I N E
S H R U B
RESIDENCE
40' OAK
OE OE OE OE OE OE OE OE OE
ORNM
L S
P L A N T S
D
IR
T
D
RI
VE
" R
C P
IN
V .1 .0
IN
V .1 .6
O
E
O
E
O
E
O
E
O
E
O E
R O C K
D R I V E
IN
V .1 .0
" R
C P
ASPHALT
IN
V .1 .2
H
E
D
W
H E D
GE
R
OW
R
O
C
K
D
R
I
V
E
18" C M P
INV
.19
5.6
6'INV.195.83'
O A K
O R N M
O R N M
S H R U B
R
O
C
K
D
R
I V
E
18" R
CP
IN
V.
6.
' IN
V .1 .4
H
E
A
D
W
A
L L
L A
N
D
S
C
A
P
E
H
E
A
D
W
A
L L
L A
N
D
S
C
A
P
E
LANDSCAPE
32"PECAN
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
WOOD FRAME
SET
NAIL
NO CAP
EL. 19
5.16'
BENCH
MARK
#11204
AS
PH
AL
T
AS
PH
AL
T
18" R
CP
SET N
AIL
NO CA
P
EL. 19
8.34'
BENC
HMARK #
10557
O E
O E
AD
D R E S S
HEDGE R
OW
7.
6.
.0
197.
6.0
.0
.0
.0
198.0
197.0
6.0
196.0
197.0
198.
198.0
197.0
7.
8.
.0
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
26+0
27+00 28+00 29+00
30+00
31+00
M A T C H L I N E
S T A
M A T C H L I N E
S T A
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:41:06 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
SE
5/ 8" I R
N O
CA
P
EL
3.
BE
NC
H M
AR
K
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOE
C O N C T E T E
D R I V E
18" CMP
INV.190.39'
INV.189.64'
15" RCP
INV.192.60'
INV.193.05'
ROCK
DRIVE
ASPHALT
INV.189.88'
INV.189.79'
M I L L I N G
D R I V E
24" RCP
H
E
A
D
W
A
L
L
P I N E
" O
AK
12" PINE
10" PINE
ASPHALT
#4765 CAP
FD 5/8" IR
#2940 CAP
FD 4"X4" CM
MES
MES
18" RCP
INV.193.45'
INV.193.72'
D I R T
D R I V E
ASPHALT
OE
OE
OE
OE
OE
OE
OE
OE
OE
P I N E
ORN
M
S H R U B
OE
SE
T
NA
IL
NO
C
AP
EL
0.
BE
NC
H M
AR
K
LANDSCAPE
SAWGRASS
LANDSCAPE
SAWGRASS
O E
O E
O
E
H
E
A
D
W
A
L
L
M P H
M P H
O
E
O
E
O
E
O
E
O E
.0
.0
.0
.0
.0
4.
.0
.0
.0
192.0
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
31+0
32+00
33+00 34+00
35+00
36+00
37+00
¡ CONST.
M A T C H L I N E
S T A
M A T C H L I N E
S T A
S E T N
A
IL
N O C
A P
E L .2
B E N C H M A R K
W A T E R
M
I
L
L
I
N
G
D
R
I
V
E
24" RCP
INV.184.31'
INV.184.30'
INV.185.24'
INV.186.45'
18" RCP
R
O
C
K
D
R
I V
E
OE
OE
OE
OE
OE
OE
OE
ASP
HALT
ASP
HALT
W A T E R
U
L
I
D
X
W A T E R
WATER
S
E
C
T
I
E
C
T
I
B E N C H M A R K
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
O
E
O
E
O
E
INV.182.73'
18" RCP
R O C K
D R I V E
ASP
HALT
MES
MES
INV.183.37'
OLD
BU
ZBE
E
ROA
D
ASP
HALT
C H U R C H
OE OE OE OE OE OE OE
18"RCP
INV.181.21'
INV.182.26'
24" CMP
D I R T
D R I V E
N O T
U S E D
INV.178.74'
INV.178.46
O E
R O C K
D R I V E
H
E
D
W
24" RCP
B R I C K
M A I L B O X
LS
S P A N I S H
B A Y O N E T T
S P A N I S H
B A Y O N E T T
R I P R A P
R I P R A P
ASP
HALT
INV.179.18"INV.179.46"
STO
P
STR
EET
187.0
188.0
184.0
184.0
.0
.0
.0
.0
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
5' SIDE ROAD
TURNOUT
¡ CONST.
37+00 38+00 39+00 40+00 41+00 42+00
M A T C H L I N E
S T A
M A T C H L I N E
S T A
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:41:20 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
OE OE OE OE
INV.178.46
R O C K
D R I V E
H
E
D
W
24" RCP
B R I C K
M A I L B O X
S P A N I S H
B A Y O N E T T
R I P R A P
O R N
IM
E N T E L
H E D G E
R O W
S E T N
A
IL
N O C
A P
E L .0
B E N C H M A R K
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
ASP
HALT
ASP
HALT
SET
NAIL
NO CA
P
EL. 1
79.07
BENC
HMARK
#1199
O A K
INV.179.18"
R O C K
D R I V E
18" RCP
INV.176.64"
INV.176.84"
OE OE OE OE OE OE OE
O E
O E
O E
OE
M P H
M P H
C R O S S T I E
C
R
O
S
S
T
I
E
.0
178.0
.0
177.0
178.0
.0
177.0
178.0
.0
.0
.0
.0
.0
¡ CONST.
2' DRIVEWAY
APRON
43+00 44+00 45+00 46+00 47+00 48+00
M A T C H L I N E
S T A
M A T C H L I N E
S T A
S E T
IR
N O C
A P
E L .3
B E N C H M A R K
OE OE OE OE OE OE OE OE
OE
O E
O E
O E
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
O
E
O
E
O
E
ASP
HALT
R O C K
D R I V E
24" CMP
INV.173.66"
INV.173.81"
INV.173.73"
INV.173.59"
ASP
HALT
R O C K
D R I V E
18" CMP
INV.170.00"
INV.170.81"
ORN
M
ASP
HALT
M I L L I N G
D R I V E
18" CPP
INV.166.24"
INV.166.37"
O R N M
SET
NAIL
NO CA
P
EL. 1
67.70
BENC
HMARK #
12277
O
E
H E A D
W A L L
F D
IB
N O C
A P
R E D U C E
S P E E D
F D
IB
N O C
A P
24" CMP
168.0
0 1
.0
2.0
.0
178.0
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
48+00 49+00 50+00 51+00 52+00 53+00 54+00
M A T C H L I N E
S T A
M A T C H L I N E
S T A
100' LF OF SEDIM
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:41:35 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
OE OE OE OE OE
OE OE OE OE
OE OE OE
M I L L I N G
D R I V E
24" RCP
INV.164.84'
INV.164.57'
AS
PH
ALT
OE OE OE OE OE
OE OE OE
OE OE
OE
R E F
R E F
R C P
R C P
I N V
I N V
I N V
I N V
R I P R A P
SE
T
NA
IL
NO
C
AP
EL
. 1
.0 3'
BE
NC
HMAR
K
SET
NAIL
NO CA
P
EL. 1
67.70
BENC
HMARK #
12277
.0
166.0
54+00 55+00 56+00 57+00 58+00 59+00
¡ CONST.
2' DRIVEWAY
APRON
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
M A T C H L I N E
S T A
M A T C H L I N E
S T A
CONST. 6 LF OF 30" PIPE
CONST. 7 LF OF 30" PIPE
CONST. STRAIGHT CONCRETE HEADWALL
PER FDOT STANDARD PLANS INDEX 430-030
FL 160.83 E
FL 161.30 E
CONST. 7 LF OF 30" PIPE
CONST. 8 LF OF 30" PIPE
CONST. STRAIGHT CONCRETE HEADWALL
PER FDOT STANDARD PLANS INDEX 430-030
FL 162.08 W
FL 162.58 W
100' LF OF SEDIMENT BARRIER
100' LF OF SEDIMENT BARRIER
SE
T
NA
IL
NO
C
AP
EL
7.
BE
NC
H M
AR
K
OE
OE
OE
OE
OE
OE
OE
OE
D I R T
D R I V E
18" RCP
INV.187.66'
INV.187.64'
N O T
U S E D
OE OE OE OE OE
C M P
I N V .1 .6
IN
V .1 .2
D I R T
D R I V E
ASPHALT
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
O
E
O
E
G A T E
SE
T
NA
IL
NO
C
AP
EL
. 1
.4 3'
BE
NC
H M
AR
K
O
E
D A M A G E D
.0
60+00 61+00 62+00 63+00 64+00 65+00
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
M A T C H L I N E
S T A
M A T C H L I N E
S T A
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:41:50 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
SET
5/8
" IR
NO C
AP
EL.
.16'
BEN
CHMARK
#49
S E G O
S E G O
OE
OE
OE
OE
OE OE OE OE
18" RCP
INV.190.93'
INV.191.18'
MILLING
DRIVE
R
O
C
K
D
R
I V
ER
O
C
K
D
R
I V
E
O
E
O
E
O
E
OE OE OE OE OE OE OE OE OE OE OE OE
ASPHALT
LS
O
E
O
E
O
E
ASPHALT
ASPHALT
OE
OE
OE OE
OE
MES
MES
D I R T
D R I V E
18" RCP
INV.187.66'
N O T
U S E D
K E Y
P A D
W
A
T
E
R
SEGO
MILLING
DRIVE
ASPHALT
.0
3.
.0
194.0
.0
.0
.0
.0
.0
4.
3.
65+00 66+00 67+00 68+00 69+00 70+00
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
M A T C H L I N E
S T A
M A T C H L I N E
S T A
18" CMP
R O C K
D R I V E
INV.183.76'
ASPHALT
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE
18" RCP
INV.185.92'
A S P H A L T
D R I V E
INV.186.11'
O
E
O
E
O
E
R
O
C
K
D
R
I V
E
18" RCP
INV.187.41'
INV.188.13'
MESMES
S E G O
S E G O
OE
OE
OE
OE
OE
18" RCP
INV.190.93'
INV.191.18'
MILLING
DRIVE
MES
MES
K E Y
P A D
FD
5/
8"
IR
#247 0 C
AP
OE
OE
OE
OE
OE
OE
OE
SET
NA
IL
NO C
AP
EL.
.02'
BEN
CHMARK
#273
WATER
W
A
T
E
R
ASP
HALT
MILLING
DRIVE
ASPHALT
.0
.0
.0
.0
.0
.0
189.0
.0
2.
1.0
.0
71+00 72+00 73+00 74+00 75+00 76+00
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
M A T C H L I N E
S T A
M A T C H L I N E
S T A
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:42:04 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
T
/8
IR
N O C
A P
E L .6
B E N C H M A R K
OE OE OE OE OE
18" RCP
INV.175.99'
R O C K
D R I V E
AS
PH
ALT
INV.176.81'
OEOEOEOE
OEOEOEOE
OE OE OE OE OE OE OE OE
18" CMP
INV.182.74'
R O C K
D R I V E
INV.183.76'
ASPHALT
OE OE OE OE OEWATER
.0
.0
.0
.0
76+00 77+00 78+00 79+00 80+00 81+00 82+00
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
M A T C H L I N E
S T A
M A T C H L I N E
S T A
S E T
/8
IR
N O C
A P
E L .6
B E N C H M A R K
OE OE
I
N
V
18" RCP
INV.157.31'
R O C K
D R I V E
AS
PH
ALT
32"
PI
NE
OE OE OE OE OE OE OE OE OE
24"
GU
M
OE OE OE OE OE OE OE OE OE
26"
PI
NE
OE OE OE OE OE
INV.175.99'
O
E
O
E
O
E
.0
.0
.0
177.0
.0
.0
82+00 83+00 84+00 85+00 86+00 87+00
¡ CONST.
2' DRIVEWAY
APRON
M A T C H L I N E
S T A
M A T C H L I N E
S T A
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:42:18 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
OE OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE
R
C
P
I N
V
BOTTOM
BROKEN
RCP
IN
V .1 .9
IN
V .1 .3
SE
T
NA
IL
NO
C
AP
EL
. 1
.5 1'
BE
NC
H
MAR
K
TOP 149.54'
DAMAGED
.0
.0 1
5 1
.0
88+00 89+00 90+00 91+00 92+00 93+00
¡ CONST.
M A T C H L I N E
S T A
M A T C H L I N E
S T A
SET
5/
8" I R
NO
CAP
EL.
6.9 3'
BEN
CHMARK
#47
WATER
D I
I V E
IN
V .1 .0 'C
M P
IN
V .1 .7
OE
O E
OE
O E
OE
O E
OE
OE
O E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
M I L L I N G
D R I V E
R C P
IN
V .1 .7
IN
V .1 .1
M E S
M E S
ASPHALT
OE
OE
OE
OE
OE
O R
.0
.0
.0
.0
93+00
94+00
95+00
96+00
97+0
+0
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
¡ CONST.
M A T C H L I N E
S T A
M A T C H L I N E
S T A
CONST. STRAIGHT CO
PER FDOT STANDARD PLA
IN
S T A L L
L F
O F
S E D
IN
S T A L L
L F
O F
S E D
IM
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:42:33 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
OE
OE
I N T E R S E C T I O N
A H E A D
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O T
O T
O T
O T
O T
O T
R I P
R A P
I N V
I N V
I N V
I N V
I N V
I N V
R E F
R E F
R E F
R E F
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
C M P
C M P
C M P
OE
.0
99+00
100+00 101+00
102+00 103+00
104+00
¡ CONST.
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
M A T C H L I N E
S T A
M A T C H L I N E
S T A
CONST. STRAIGHT CONCRETE HEADWALL
PER FDOT STANDARD PLANS INDEX 430-032
CONST. STRAIGHT CONCRETE HEADWALL
PER FDOT STANDARD PLANS INDEX 430-032
EX. STORM PIPES TO REMAIN
INSTALL 100 LF OF SEDIMENT BARRIER
INSTALL 100 LF OF SEDIMENT BARRIER
INSTALL 244 LF OF METAL GUARDRAIL, PARALLEL END TREATMENTS
AND 2" MISC. ASPHALT FROM BACK OF GUARDRAIL TO PROPOSED
PAVED SHOULDER PER FDOT STANDARD PLANS INDEX 536-01
INSTALL 244 LF OF METAL GUARDRAIL, PARALLEL END TREATMENTS
AND 2" MISC. ASPHALT FROM BACK OF GUARDRAIL TO PROPOSED
PAVED SHOULDER PER FDOT STANDARD PLANS INDEX 536-01
W
A
T
E
R
OE
OE
OE
OE
OE
OE
OE
OE
30" RCP
INV
.139
.09'
ASPHALT
M
I
L
L
I
N
G
D
R
I
V
E
INV
.139
.90'
R C P
INV
.129
.76'
W A T E R M I L L
R O A D
INV
.132
.70'
ASP
HALT
M
E S
H E A D
W A L L
R
E
F
R
E
F
FD
NAIL
N
O CAP
M P H
FD
5/8" IR
N
O CAP
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
D
IR
IV
E
STOP
S E T
N A
IL
E L .9
B E N C H M A R K
N O
C A P
O E
0 1
105+00 106+00 107+00 108+00 109+00 110+00
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
5' SIDE ROAD
TURNOUT
M A T C H L I N E
S T A
M A T C H L I N E
S T A
N
N
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:42:48 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
T N
AIL
N
O CAP
E L. 169.17'
B E
NCH
M
ARK
OE
OE
OE
O
T
O
T
O
T
FD 4"X4" CM
#5140 CAP
ROCK
DRIVE
INV
.178
.93'
18" RCP
INV.
.48'
MES
MES
A
S
T
I
C
INV
.181
.53'
INV
.188
.34'
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
R
A
P
R
I
P
I N T E R S E C T I O N
A H E A D
I N T E R S E C T I O N
A H E A D
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O E
.0
.01
.01
0 1
.0
.0
.0
110+00 111+00 112+00 113+00 114+00 115+00 116+00
2' DRIVEWAY
APRON
¡ CONST.
M A T C H L I N E
S T A
M A T C H L I N E
S T A
SET 5/8" IR
N
O CAP
E L. 192.55
B E
NCH
M
ARK
16" OAK
OE OE OE OE OE OE OE
ASPHALT
DRIVE
INV.
.66'
24" CMP
INV.
.51'
ROCK
DRIVE
ASPHALT
O
E
O
E
O
E
O
E
OEOEOEOEOEOEOEOE
TYSON
ROAD
STOP
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
ASPHALT
NEW
INV
.188
.58'
18" RCP
M
E
S
INV
.189
.59'
M
E
S
OE
OE
OE
OE
OE
OE
OE
OE
B U S
S T O P
A H E A D
S C H O O L
DRIVE
DIRT
ASPHALT
O E
O E
O E
O E
OLD
18" CMP
INV
.188
.38'
INV
.188
.04
.0
.0
.0
.0
.0
.0
.0
.0
191.0
.0
.0
116+00 117+00 118+00 119+00 120+00 121+00
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
5' SIDE ROAD
TURNOUT
¡ CONST.
M A T C H L I N E
S T A
M A T C H L I N E
S T A
N
N
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:43:02 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
SET NAIL
NO CAP
EL. 178.62'
BENCHMARK #44
A S P H
A L T
D
R I V E
18" RCP
MES
I N
V
BROKEN
INV
.167
.52'
MES
24" RCP
M
IL
LI
N G
D R
IV
E
BROKEN
MES
INV
.168
.96'
MES
INV
.170
.53'
OE OE OE OE OE OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE OE OE OE OE OE OE OE OE OE OE OE
DIRT
DRIVE
18" RCP
INV.
.03'
INV
.175 .60'
U
I N T E R S E C T I O N
A H E A D
20" OAK
FD 4"X4" CM
NO CAP
DISTURBED
OE OE OE OE OE OE OE OE
OEOEOEOEOEOEOEOEOEOEOE
.0
.0
.0
.0
.0
.0
0 1
122+00 123+00 124+00 125+00 126+00 127+00
¡ CONST.
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
2' DRIVEWAY
APRON
M A T C H L I N E
S T A
M A T C H L I N E
S T A
S E T
I R
N O
C A P
E L .5
B E N C H M A R K
O E
O E
O E
O E
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
S
E
R
V I C E
T E
L E
P
H
O N
E
S
E
R
V I C E
T E
L E
P
H
O N
E
S
E
R
V I C E
T E
L E
P
H
O N
E
S
E
R
V
I C
E
T
E
L
E
P
H
O
N
E
W E
L E C T
C O N C S
L A B
S E R V
IC
E
W
E L E C T
C O N C S
L A B
S E R V
IC
E
O E
O
E
O
E
O
E
O
E
BRO
KEN
IN
V.
7.5 2'
MES
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
U
U
U
.0
.0
.0
.0
164.0
.0
.0
127+
128+
129+
130+
131+00
132+00
¡ CONST.
M A T C H L I N E
S T A
M A T C H L I N E
S T A
N
WAUKEENAH HIGHWAY
ROAD NO. COUNTY FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
P:\50106401 - Waukeenah Hwy SCOP\43836615401\Roadway\PLANRD011.dwg
Jernigan, Randall
11/27/2019 7:43:17 AM
PLAN VIEW
P.E. LICENSE NUMBER 82288
DEWBERRY
101 N MONROE STREET, SUITE 710
TALLAHASSEE , FLORIDA 32301
CERTIFICATE OF AUTHORIZATION 00008794
AutoCAD SHX Text
AutoCAD SHX Text 40'
O
E
O
E
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE OE OE OE OE OE OE OE OE OE OE
O E
O E
O E
O E
O E
O E
O E
O E
O T
O T
O T
O T
O T
O T
O T
O T
O T
O T
SERVICE
TELEPH
ONE
IN
V .1 .8
G R A D E D
D R I V E
P M
E
S
IN
V .1 .6
M
E
S
IN
V .1 .4
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
U
A S P H A L T
SET NAIL
NO CAP
EL. 141.03'
BENCHMARK #25285
.01
.0
.0
.0
153.0
154.0
.0
.0
4+
135+
136+00
137+00
2' DRIVEWAY
APRON
¡ CONST.
M A T C H L I N E
S T A
M A T C H L I N E
S T A
X
I S
T
I
S E T
/8
" IR
N O C
A P
E L . 1
.5
B E N C H M A R K
O E
O E
O E
O E
O E
O E
O E
O E
O T
O T
O T
O T
O T
O T
O T
O T
SLA
B
CON
CRE
TE
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
PAVED
OVER
BRIDGE
REF
REF
WALL
RETAIN
ING
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
F D
/8
" IR
W / C
A P
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OT
OT
OT
OT
OT
OT
OT
OT
OT
OT
OT
OT
O E
O E
O E
O E
O E
O E
O T
O T
O T
O T
O T
O T
D I R T
D R I V E
24" C M P
I N V .1 .1
M E S
M
ES
I N V .1 .8
R E F
R E F
.0
.0
133.
.0
.0
.0
.0
.0
.0
.0
127.0
128.0
.0
126.0
127.0
128.0
129.0
131.0 p o i n
.0
6.
7.
8.
.0
0+
141+00 142+00
143+00
2' DRIVEWAY
APRON
¡ CONST.
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
M A T C H L I N E
S T A
M A T C H L I N E
S T A
REMOVE AND REPLACE 66 LF OF METAL GUARDRAIL,
INSTALL PARALLEL END TREATMENT AND 2" MISC.
ASPHALT FROM BACK OF GUARDRAIL TO EDGE OF
TRAVEL WAY PER FDOT STANDARD PLANS 536-001
ATTACH GUARDRAIL TO BRIDGE PER FDOT STANDARD
PLANS INDEX 536-002, SCHEME 1.
CONTRACTOR SHALL MILL FULL WIDTH STARTING
FROM 50' SOUTH OF BRIDGE TO BRIDGE START TO A
DEPTH OF 1.0" TO PROVIDE FOR TIE IN TRANSITION.
CONTRACTOR SHALL SAW CUT JOINT FOR CONNECTION.
CONTRACTOR SHALL MILL FULL WIDTH STARTING
BRIDGE ENDING TO 50' NORTH OF BRIDGE TO A
DEPTH OF 1.0" TO PROVIDE FOR TIE IN TRANSITION.
CONTRACTOR SHALL SAW CUT JOINT FOR CONNECTION.
CONTRACTOR SHALL MILL FULL WIDTH OF BRIDGE FROM
START TO FINISH TO A DEPTH OF 1.0". OVERLAY
BRIDGE WITH 1" ASPHALT PER TYPCIAL SECTION
CONTRACTOR SHALL SAWCUT JOINT FOR CONNECTION.
REMOVE AND REPLACE 66 LF OF METAL GUARDRAIL,
INSTALL PARALLEL END TREATMENT AND 2" MISC.
ASPHALT FROM BACK OF GUARDRAIL TO EDGE OF
TRAVEL WAY PER FDOT STANDARD PLANS 536-001.
ATTACH GUARDRAIL TO BRIDGE PER FDOT STANDARD
PLANS INDEX 536-002, SCHEME 1.
REMOVE AND REPLACE 66 LF OF METAL GUARDRAIL,
INSTALL PARALLEL END…
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