10-04 Marion Oaks MSTU 2026 Units 9 10 12 Resurfacing(D-signed).pdf

925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

MChauncey Text Box

BID ISSUE PLANS

DATE: 4/28/2026

mchauncey Text Box 4/28/2026 mchauncey Text Box

MITCHELL CHAUNCEY, P.E.

mchauncey Text Box 84235 mchauncey Text Box This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

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4/23/2026

208.92

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ITEM

ESTIMATE OF QUANTITIES

UNIT 9 & 10 & 12 RESURFACING PROJECT

(FOR BIDDING PURPOSES ONLY)

DESCRIPTION QUANTITYUNIT

1.0 1.1

1.2 144,450

1.3

1.4 40,800

2.0

2.1 LF 818

2.2 29,500

ROADWAY

MINIMUM 0.5" LEVELING COURSE (TOKEN) TN

TACK COAT (FOR ASPHALT SURFACE COURSE) SY

1.25" ASPHALTIC CONCRETE TYPE SP 9.5 SURFACE COURSE SY

SY

PAVEMENT MARKINGS

24" WHITE STOP BAR (THERMOPLASTIC)

6" DOUBLE YELLOW STRIPING (THERMOPLASTIC)

RAISED PAVEMENT MARKER

PALLET SOD (TOKEN)

NOTES

2.3

LF

EA

925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

19 BLUE/BLUE HYDRANT MARKERS

APRIL 2026

3.0 MISCELLANEOUS REQUIREMENTS

3.1 LS 1

3.2 1

MAINTENANCE OF TRAFFIC

INSURANCE, BONDS, GENERAL CONDITIONS

MOBILIZATION/DEMOBILIZATION3.3

LS

LS 1

INCLUDES TEMPORARY STRIPING

1.5 PAVEMENT PREPARATION SY

MATCH EXISTING SOD TYPES

INCLUDES CRACK SEAL AND TACK COAT

144,450

144,450

M.S.T.U. ASSESSMENT

DEPARTMENT MARION

COUNTY, FLORIDA

2710 E. SILVER SPRINGS BLVD.

OCALA, FL

(352)438-2650

12" WHITE CROSSWALK (THERMOPLASTIC)2.4 LF 140 STANDARD CROSSWALK MARKINGS PER FDOT STANDARD PLANS INDEX 711-001-1, SHT 9 mchauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

4.733 acres206,162 sq. ft.TRACT "L"

2.749 acres119,753 sq. ft.TRACT "B" ug us t 1

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925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

DATE:

JOB NO:

3/16/2026

208.92

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APRIL 2026

MARION OAKS TRAILS

COUNTY ROAD 484

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MARION OAKS MANOR

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M.S.T.U. ASSESSMENT

DEPARTMENT MARION

COUNTY, FLORIDA

2710 E. SILVER SPRINGS BLVD.

OCALA, FL

(352)438-2650 mchauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

4.733 acres206,162 sq. ft.TRACT "L"

UNIT 9 2026 OVERLAY

ROADWAY LIST

STREET NAME LINEAR FT

TOTAL LINEAR FEET

THIS PROJECT

MARION OAKS PASS 6,870'

6,870'

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DATE:

JOB NO:

4/24/2026

208.92

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1200600

APRIL 2026

925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

SCALES:

(22" x 34" PLOT) 1"=600'

(11" X 17" PLOT) 1"=1200'

LEGEND:

= 2026 ROADWAY OVERLAY (WORK AREA BY

CONTRACTOR THIS PROJECT)

NOTES:

1. ROADWAY LIST PROVIDED ON THIS SHEET CONSISTS OF THE

ROADWAYS TO BE REPAVED AS A PART OF THIS PROJECT.

M.S.T.U. ASSESSMENT

DEPARTMENT MARION

COUNTY, FLORIDA

2710 E. SILVER SPRINGS BLVD.

OCALA, FL

(352)438-2650 mchauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

INSTALL CROSSWALK STRIPING

UNIT 10 2026 OVERLAY

ROADWAY LIST

STREET NAME LINEAR FT

TOTAL LINEAR FEET

THIS PROJECT

MARION OAKS PASS (1)

MARION OAKS PASS (2)

1,253'

2,754'

4,007'

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925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

DATE:

JOB NO:

4/24/2026

208.92

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SCALE: FEET

1200600

SCALES:

(22" x 34" PLOT) 1"=600'

(11" X 17" PLOT) 1"=1200'

LEGEND:

= 2026 ROADWAY OVERLAY (WORK AREA BY

CONTRACTOR THIS PROJECT)

APRIL 2026

NOTES:

1. ROADWAY LIST PROVIDED ON THIS SHEET CONSISTS OF THE

ROADWAYS TO BE REPAVED AS A PART OF THIS PROJECT.

M.S.T.U. ASSESSMENT

DEPARTMENT MARION

COUNTY, FLORIDA

2710 E. SILVER SPRINGS BLVD.

OCALA, FL

(352)438-2650 mchauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

SW 85 AVENUE

SW 85 CIRCLE

SW 85 COURT

SW 85 TERR.

SW 86 AVENUE

SW 87 CIRCLE

SW 87 COURT

SW 88 AVENUE

SW 88 COURT (1)

SW 88 COURT (2)

SW 88 TERR. (1)

SW 88 TERR. (2)

SW 89 CIRCLE

SW 132 LANE

SW 133 LANE

2,451

1,490

1,971

3,704

1,311

1,273

1,032

2,237

3,742

1,099

SW 133 LANE ROAD

SW 134 PLACE (1)

SW 134 PLACE (2)

SW 135 LOOP

SW 135 PLACE

SW 135 STREET

SW 136 LOOP

SW 136 PLACE

SW 136 STREET

SW 138 LANE

SW 138 PLACE

SW 138 STREET

SW 139 LANE ROAD

SW 139 PLACE ROAD

SW 139 STREET

4,141

1,984

1,906

3,109

1,286

1,121

2,278

1,950

1,222

2,336

3,922

UNIT 12 2026 OVERLAY

ROADWAY LIST

STREET NAME LINEAR FT STREET NAME LINEAR FT

TOTAL LINEAR FEET THIS PROJECT : 50,614

UNIT 12 2026 OVERLAY

ROADWAY LIST

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925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

DATE:

JOB NO:

4/24/2026

208.92

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SCALE: FEET

800400

SCALES:

(22" x 34" PLOT) 1"=400'

(11" X 17" PLOT) 1"=800'

LEGEND:

= 2026 ROADWAY OVERLAY (WORK AREA BY

CONTRACTOR THIS PROJECT)

APRIL 2026

NOTES:

1. ROADWAY LIST PROVIDED ON THIS SHEET CONSISTS OF THE

ROADWAYS TO BE REPAVED AS A PART OF THIS PROJECT.

M.S.T.U. ASSESSMENT

DEPARTMENT MARION

COUNTY, FLORIDA

2710 E. SILVER SPRINGS BLVD.

OCALA, FL

(352)438-2650 mchauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

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DATE:

JOB NO:

4/23/2026

208.92

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925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

10'

PAVEMENT TYPICAL *

EXISTING

SHOULDER

6"EXISTING LIMEROCK

BASE COURSE

1.25" ASPHALT

CONCRETE OVERLAY

6" STABILIZED

SHOULDER

2% SLOPE ED

G E O F

PA

VE

M

EN

T

BITUMINOUS

TACK COAT

2% SLOPE

EXISTING SUBGRADE

ROW ROW

PROPOSED GRADE

MATCH

EXISTING

GROUND

MATCH

EXISTING

GROUND

6"

10'

PAVEMENT TYPICAL *

℄SOD

3' TYP

SOLID SOD

DISTURBED

AREAS

SOD

3' TYP

SOLID SOD

DISTURBED

AREAS

EXISTING ASPHALT

CONCRETE

TYPICAL SECTION DETAIL

NTS

PROJECT INFORMATION

DESCRIPTION

RESURFACING OF SELECTED ROADWAYS IN MARION OAKS UNITS 9, 10, & 12 .

OWNER

THIS PROJECT IS FUNDED BY THE MARION OAKS MUNICIPAL SERVICES TAXING UNIT (MSTU).

COUNTY COMMISSION: (352) 438-2323

MSTU (352) 438-2650

PRIME DESIGN CONSULTANT & ENGINEER OF RECORD

ARDURRA GROUP, INC.

(STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION 26531)

MITCHELL CHAUNCEY, P.E.

FLORIDA REGISTRATION No. 84235

(352) 861-7799

DESIGN CRITERIA

MSTU CITIZEN STANDARDS POLICY 09-01

GENERAL NOTES

1. THE INTENDED USE FOR THIS SET OF PLANS IS FOR THE CONSTRUCTION OF THE IMPROVEMENTS DESIGNED AND

DEPICTED HEREIN. THIS SET OF PLANS IS NOT INTENDED FOR ANY OTHER USE.

2. THIS PROJECT IS FOR ROADWAY MAINTENANCE INCLUDING THE RESTORATION OF THE EXISTING PAVEMENT AND MAINTENANCE OF SHOULDERS AS SHOWN ON THE PLANS. NO PERMIT IS REQUIRED FOR THIS ACTIVITY WITH A

STATE AGENCY.

6. AS PART OF THIS CONTRACT, THE CONTRACTOR IS HEREBY REQUIRED TO VISIT AND GET FAMILIAR WITH THE PROJECT SITE, STUDY THE PLANS AND THEIR CORRELATION WITH THE SPECIFICATIONS PRIOR TO BIDDING.

7. THE GENERAL CONTRACTOR AND SUBCONTRACTOR ARE HEREBY REQUIRED TO PROMPTLY NOTIFY MARION COUNTY AND ENGINEER OF RECORD OF ANY DISCREPANCIES FOUND WITH RESPECT TO THE CONSTRUCTION DOCUMENTS.

8. ALL CONSTRUCTION SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND QUALITY CONTROL STANDARDS OF THE MARION COUNTY LAND DEVELOPMENT CODE AND THE MSTU CITIZEN STANDARDS POLICY O9-0I.

9. IN CASE OF CONFLICT BETWEEN THE CODES AND / OR THE FDOT STANDARD SPECIFICATIONS, THE STRICTEST

SHALL APPLY AS DETERMINED BY MARION COUNTY.

10. DEVIATION FROM THESE PLANS REQUIRES PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD AND

MARION COUNTY (AS OWNERS' REPRESENTATIVE).

11. THE CONTRACTOR IS HEREBY REQUIRED TO CONTACT FLORIDA ONE CALL AND ALL UTILITY COMPANIES FOR

LOCATION OF UTILITIES PRIOR TO START OF CONSTRUCTION.

12. MARION COUNTY AND THE DESIGN CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGES OR DELAYS ATTRIBUTED TO LOCATION OR DISPOSITION OF ANY UTILITIES. ANY DAMAGE RESULTING FROM THE CONTRACTORS'

OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

13. ANY SURVEY MARKERS, INCLUDING BUT NOT LIMITED TO SECTION MARKERS, BENCH MARKS, LOT CORNERS, PCP'S, PRM'S, ETC. WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT. RESETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR & MAPPER LICENSED TO PRACTICE IN THE STATE OF FLORIDA AND SHOWN AS RESET ON THE

AS-BUILT PLANS, IF REQUIRED.

14. ELEVATIONS ARE BASED ON THE NAVD 1988 DATUM. HORIZONTAL CONTROL IS BASED ON THE NAD 1983 (1990

ADJUSTMENT) DATUM.

15. THE PARCEL LINES AND RIGHT-OF-WAY INFORMATION SHOWN ON THESE PLANS ARE BASED ON THE PLATTED

GEOMETRY OF MARION OAKS UNITS 9, 10, & 12 AS PROVIDED BY MOORHEAD ENGINEERING.

16. MARION COUNTY SHALL ENTER INTO A CONTRACT WITH A TESTING LABORATORY FOR THE PURPOSE OF QUALITY CONTROL. MARION COUNTY SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED TO RE-TEST IMPROVEMENTS IN THE EVENT OF "FAILED" TESTS. THE GENERAL CONTRACTOR IS HEREBY MADE RESPONSIBLE TO COORDINATE WITH MSTU FOR SCHEDULING

OF SAMPLING AND TESTING.

17. THE GENERAL CONTRACTOR IS HEREBY MADE RESPONSIBLE FOR THE SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT AND IS TO CONFORM TO FDOT STANDARD PLANS INDEX 102-600 SERIES. JOB SAFETY PRACTICES SHALL BE IN ACCORDANCE WITH OSHA AND ANY

OTHER LOCAL, STATE, AND FEDERAL REGULATIONS.

18. CONTRACTOR SHALL COORDINATE RELOCATION OF MAIL BOXES WITH POST MASTER AS APPLICABLE.

19. THE CONTRACTOR SHALL HAUL ALL EXCESS MATERIAL OFF THE JOB SITE. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL EXCESS MATERIAL AFTER IT IS DETERMINED THAT IT IS NO LONGER NEEDED

AT THE JOB SITE.

20. CONSTRUCTION REFERENCES;

A. FDOT STANDARD PLANS, LATEST EDITION.

B. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.

C. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

D. MARION COUNTY LAND DEVELOPMENT CODE, LATEST REVISIONS.

E. POLICY NO. 09-01 CITIZENS STANDARDS FOR ASSESSMENT / MSTU ROAD DESIGN AND CONSTRUCTION

22. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE PROPERTY OWNERS REGARDING RELOCATION, REMOVAL, OR REPLACEMENT OF FENCES, MAILBOXES, SURVEY MONUMENTS AND SECTION CORNERS, DRIVEWAYS, LANDSCAPE, ETC. AND WITH THE U.S. POSTMASTER REGARDING RELOCATION, REMOVAL, OR REPLACEMENT OF MAILBOXES. NEW CONSTRUCTION SHALL BE EQUIVALENT TO THE EXISTING FEATURES REMOVED

OR RELOCATED, AS DETERMINED BY THE PROJECT ENGINEER AND COUNTY.

23. MANY LOCATIONS OF EXISTING PAVEMENT ARE IN GENERALLY POOR CONDITION AND SOME REFLECTIVE CRACKING

SHOULD OCCUR IN THE NEW PAVEMENT WHICH MAY REQUIRE FUTURE MAINTENANCE.

24. ALL LEVELING AND RESURFACING OPERATIONS SHALL CONFORM WITH THE MOST CURRENT FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION IN ADDITION TO MSTU CITIZEN STANDARDS POLICY 09-01.

25. WHERE EXISTING PAVEMENT IS LESS THAN 20' WIDTH, THE ROAD RESURFACING SHALL EXTEND TO EXISTING EDGE

OF PAVEMENT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

26. ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS SHALL BE STABILIZED WITH PALLET SOD, UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. WATERING QUANTITY AND FREQUENCY SHALL BE AS NEEDED TO ESTABLISH A FULL STAND OF GRASS UPON PROJECT COMPLETION. SOD REPLACEMENT SHALL BE AS DESCRIBED IN THE PROJECT

CONSTRUCTION SPECIFICATION.

27. EROSION CONTROL FOR WORK LOCATED WITHIN THE PROJECT LIMITS SHALL CONFORM WITH THE FLORIDA

STORMWATER EROSION CONTROL INSPECTORS MANUAL.

28. PAVEMENT MARKINGS SHALL BE INSTALLED FOLLOWING ASPHALT OVERLAY. STOP BARS AND DOUBLE YELLOW

STRIPING SHALL BE COMPLETED IN ACCORDANCE WITH DETAIL UT030.

29. RAISED PAVEMENT MARKERS SHALL BE INSTALLED FOLLOWING ASPHALT OVERLAY IN LOCATIONS OF FIRE

HYDRANTS.

STANDARDS FOR LEVELING AND OVERLAY OF EXISTING ASPHALT ROADWAYS

1. MEASUREMENT TO ESTABLISH CENTERLINE (C/L) AND EDGE OF EXISTING PAVEMENT. MAINTAIN EDGE OF PAVEMENT LOCATION TO A MAXIMUM OF 24 FEET IN WIDTH FOR MARION OAKS PASS AND 20 FEET IN WIDTH FOR

THE REMAINING SCOPE OF WORK.

2. PRIOR TO LEVELING, GRASS OR WEEDS OVERGROWING THE EDGES OF THE ROADWAY AND HIGH SHOULDERS SHALL BE BLADED OFF TO DEFINE THE EDGE OF PAVEMENT FOR OVERLAY AND CLEANED TO SUFFICIENTLY PREPARE

THE LIMITS OF LEVELING AND OVERLAY.

3. EDGE BLADING WILL INCLUDE A PROPER TRANSITION TO THE SHOULDER IN THE ABSOLUTE MINIMUM DISTANCE NECESSARY TO ACHIEVE POSITIVE DRAINAGE FLOW FROM THE ROADWAY TO THE EXISTING SWALES.

4. MATERIALS RESULTING FROM THE BLADING OPERATION WILL BE DISPOSED OF BY THE CONTRACTOR OFFSITE.

5. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL ROADSIDE OBSTACLES THAT MAY BE IN CONFLICT WITH THE WORK EFFORT INCLUDING MAILBOXES, SIGNAGE, AND DUMPSTERS WITHIN THE RESURFACING AREA, EXISTING PAVEMENT, OR IN LOCATIONS WHERE SHOULDER RE-GRADING IS REQUIRED TO MATCH EXISTING GROUND. THIS WORK IS CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION IS TO

BE PROVIDED.

6. PAVEMENT PREPARATION TO INCLUDE BROOMING OF ASPHALT, CLIPPING GRASS OFF EDGE OF EXISTING PAVEMENT, FILLING CRACKS WIDER THAN 0.25 INCHES, AND MINIMUM TAPERING OF THE SHOULDER.

7. CRACKS UNDER 0.25" TO BE FILLED BY THE APPLICATION OF RS-1 OR RS-2 SPECIFIED FOR THE TACK COAT. CRACK

FILLING WILL BE INCLUDED IN PAYMENT FOR THE TACK COAT.

8. OVERLAY WITH A MINIMUM OF 1.25 INCHES AFTER COMPACTION OF TYPE SP 9.5 ASPHALT: MAINTAIN THICKNESS

THROUGH MINOR TRANSITIONS.

10. ASPHALT FILLETS AT INTERSECTIONS ARE ESTIMATED TO HAVE TYPICAL 25' RADIUS. AREA OF ASPHALT OVERLAY

OF FILLETS HAS BEEN INCLUDED IN THE PROJECT QUANTITIES.

11. NO DRIVEWAYS OR PAVED APPROACHES ARE INCLUDED IN THE SCOPE OF WORK.

12. SOD ANY AREAS DISTURBED DURING CONSTRUCTION. NOTE NEW SOD SHALL BE IN ACCORDANCE WITH THE DETAIL PROVIDED IN THE PLANS. CONTRACTOR IS TO MAKE ADJUSTMENTS TO SHOULDER GRADES AS NECESSARY TO ENSURE POSITIVE DRAINAGE OFF OF THE NEW PAVEMENT IS ACHIEVED. NOTIFY ENGINEER IF THIS IS NOT

POSSIBLE AT ANY GIVEN LOCATION.

13. PROVIDE ONE FOOT TAPER AT EXISTING DRIVEWAYS TO TRANSITION FROM NEW PAVEMENT TO EXISTING GRADE.

APRIL 2026

M.S.T.U. ASSESSMENT

DEPARTMENT MARION

COUNTY, FLORIDA

2710 E. SILVER SPRINGS BLVD.

OCALA, FL

(352)438-2650

* NOTE: PAVEMENT FOR MARION OAKS

PASS IS 24' WIDTH (12' LANE WIDTH)

mchauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.

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APRIL 2026

925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

DATE:

JOB NO:

4/23/2026

208.92

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925 S.E. 17th Street, Suite A Ocala, Florida 34471

Phone: (352) 861-7799 www.Ardurra.com

7.3.1

UT

04/27/2013

REVISION # NA

SHOULDER SODDING

MCBCC EFFECTIVE

UTILITIES

VARIE

S

NOTE:

SHOULDERS SHALL BE MAINTAINED DURING CONSTRUCTION AND UP TO FINAL ACCEPTANCE OF PROJECT, INCLUDING ANY

REGRADING, REPAIR OF DROPOFFS, REPLACEMENT OF SOD AND SEED AND MULCH.

SEE DETAIL

16" MIN

SOD

RESTORE TO

ORIGINAL GRADE

R/W

LEGEND

R/W

MIN

RIGHT-OF-WAY

MINIMUM

CENTERLINE

TOP OF GRASS SHALL BE 0" TO

1/2" BELOW FINISH GRADE OF

FINAL LIFT OF ASPHALT AT EDGE

OF PAVEMENT.

7.3.1

UT

04/27/2013

REVISION # NA 030

MCBCC EFFECTIVE

UTILITIES

INTERSECTION SIGN

AND STRIPING DETAIL

4' M

IN

STOP SIGN

' M

AX

' M

IN

' M

AX

6' TO 12'

6'

TO

12'

2"

2'

2'

7'

NOTE:

DOUBLE SOLID STRIPING IS REQUIRED ON

ALL ROADS APPROACHING ARTERIAL,

COLLECTOR AND MAJOR LOCAL

ROADS.

2"

14 GAUGE

4 LBS/FT

SECTION A-A

RIGHT-OF-WAY

0' O F 6" S O

LI

D D O U

BL

E

YE

LL

O W (T

H

ER

M O

PL

AS

TI

C

" S

TO

P

BA

R (T H

ER

M O

PL

AS

TI

C

STREET

SIGN

LEGEND

EOP

MIN

MAX MAXIMUM

TRAFFIC SIGN

EDGE OF PAVEMENT

MINIMUM

AA

TYPICAL TRAFFIC

CONTROL SIGN

EO

P

EO

P

BASE

SUBGRADE

CLEAN SAW-CUT

ASPHALT

12" MIN.

NEW PAVEMENTEXISTING PAVEMENT

PROPOSED

PAVEMENT

1.25"

SAWCUT

STRAIGHT EDGES

SURFACE

REPLACEMENT

POT HOLE

WIDTH

12"

PATCH COURSE

1" MINIMUM

ADD NEW LIMEROCK BASE AS NECESSARY TO

PROVIDE 6" MINIMUM THICKNESS COMPACTED TO

NOT LESS THAN 98% OF MAXIMUM DENSITY AS

PER MARION COUNTY SPECIFICATIONS.

COMPACTED

BACKFILL

POTHOLE REPAIR DETAIL

NOTE:

1. UNLESS OTHERWISE SPECIFIED MATERIALS AND METHODS OF OPERATION REQUIRED

TO INSTALL NEW AND REPLACE PAVEMENT SHALL BE IN ACCORDANCE WITH

SPECIFICATIONS IN THE MARION COUNTY LAND DEVELOPMENT CODE.

2. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED.

3. THE TYPE AND THICKNESS OF THE NEW SURFACE MATERIAL SHALL BE CONSISTENT

WITH THAT OF THE EXISTING SURFACE BUT IN ALL CASES SHALL MEET THE MINIMUM

STANDARDS ESTABLISHED BY THE PLANS AND SPECIFICATIONS.

NTS

12"

EXISTING

PAVEMENT

D

E

TIE-IN POINT AS

SHOWN ON PLAN

ASPHALTASPHALT

REMOVE EXISTING

ASPHALT FOR KEY JOINT

M.S.T.U. ASSESSMENT

DEPARTMENT MARION

COUNTY, FLORIDA

2710 E. SILVER SPRINGS BLVD.

OCALA, FL

(352)438-2650 mchauncey

This item has been digitally signed and sealed by Mitchell R. Chauncey on the date adjacent to the seal. Signature must be verified on any electronic copies.