Exhibit3-FSR 2 Resurfacing 2020 Map.pdf

PDF 2 MB Posted Apr 29, 2020

Attached to: FSR 2 Road Reconditioning and Resurfacing
Solicitation number: 12837120R0012
Issued by: Department of Agriculture Forest Service R3-Southwestern Region

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Other files

File	Type	Posted
Exhibit2_BioPreferred.pdf	PDF	Apr 29, 2020
Exhibit6 FP-14.pdf	PDF	Apr 29, 2020
Exhibit4 FSS FSR 2 FS Supplemental Specs.pdf	PDF	Apr 29, 2020
Exhibit1 Wage Determination.pdf	PDF	Apr 29, 2020
Exhibit5 KNF_FIRE_PLAN.pdf	PDF	Apr 29, 2020
12837120R0012 4.29.2020 final.pdf	PDF	Apr 29, 2020

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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

FSR 2 RECONSTRUCTION

From Kaibab National Forest Supervisors office (800 S. 6 th

Street, Williams, AZ 86046) Start out going northeast on S 6th St toward 6th Pl. approx. 0.66 miles, Turn left onto W Railroad Ave/I-40 Bus Loop W. Continue to follow Historic Route 66/I-40 Bus Loop W. approx. 1.34 miles and merge on to

I-40 W via the ramp on the left toward Los Angeles, approx. 17.67 miles to Exit

146, take exit I-40 Bus Loop W/AZ-89 S, toward Ash Fork/Prescott.

Turn right onto Historic Route 66/E Lewis Ave/I-40 Bus Loop W., Approx. 0.57 miles, Take the 1st right onto 1st St. then take the 1 st right onto Double A

Ranch Road approx. 3.6 miles, then turn left onto N Double A Ranch Road and travel approx. 2.13 miles to N Sevens Ranch Road (unpaved) and continue approx. 3.35 miles to FSR 2 to BEGIN PROJECT. T23N, R2W, SEC 29

Lat: 35° 20' 27.22" N & Lon: 112° 30' 55.35" W

KAIBAB NATIONAL

FOREST SERVICE

SUPERVISORS OFFICE

800 S. 6TH STREET

WILLIAMS, AZ 86046

& RESURFACING

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO FACILITIES PROGRAM MANAGER

DATE

2/7 /20

9 N W

E C:

-K

-P

\20

- A

-G

W G;

ARIZONA

COCONINO

(R03) SOUTHWESTERN REGION

KAIBAB NATIONAL FOREST

WILLIAMS RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 (800) 782-5348

ASHFORK

BEGIN PROJECT END PROJECT

BASE BID BASE BID

BEGIN PROJECT

OPTION 1

END PROJECT

OPTION 1

RICK MURPHY

@ SHELL STATION

FANN CONTRACTING

02/28/20

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TITLE SHEET

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SITE MAP

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GENERAL NOTES

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TYPICAL DETAILS

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WORK DESCRIPTORS

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/7 /20

9 N W

E C :\U

\N W

-K

-P

\20

- A

-G

.D W

(R03)

SOUTHWESTERN REGION

FSR 2

RECONSTRUCTION

& RESURFACING

KAIBAB NATIONAL

FOREST

WILLIAMS RANGER DISTRICT

SITE MAP

02/07/2020

L.RAIVALA

N.WARNKE

C-02 02 05

BEGIN PROJECT

JCT. FSR 142 & FSR 2

MP 0.00

FSR 2

END PROJECT

MP 3.00

FSR 2

BEGIN OPTION 1

MP 3.00

FSR 2

END OPTION 1

MP 4.00

LEGEND:

BASE BID

OPTION 1

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MILES

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/7 /20

9 N W

E C :\U

\N W

-K

-P

\20

- A

-G

.D W

(R03)

SOUTHWESTERN REGION

FSR 2

RECONSTRUCTION

& RESURFACING

KAIBAB NATIONAL

FOREST

WILLIAMS RANGER DISTRICT

GENERAL NOTES

02/07/2020

L.RAIVALA

N.WARNKE

C-03 03 05

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1. THE AGGREGATE SURFACING MATERIAL SHALL COME FROM A THE AGGREGATE SURFACING MATERIAL SHALL COME FROM A COMMERCIAL SOURCE. AVAILABLE SOURCES ARE - RICK MURPHY @ (928) 853-4051(ASH FORK) OR FANN CONTRACTING (ASH FORK) @ (928) 778-0170, AND A GRADATION AB PER ADOT OR APPROVED EQUIVALENT. 2. REMOVE ALL ROCK FROM ROADWAY DITCHES. ROCK MAY BE REMOVE ALL ROCK FROM ROADWAY DITCHES. ROCK MAY BE USED AS RIP RAP IN CULVERT CATCHMENTS WITH COR APPROVAL. 3. GOVERNMENT WATER SOURCE IS NOT AVAILABLE. ALTERNATE GOVERNMENT WATER SOURCE IS NOT AVAILABLE. ALTERNATE WATER SOURCES ARE AVAILABLE IN THE CITY OF ASHFORK. 4. THE ROADWAY SPECIFIED FOR RESURFACING SHALL BE THE ROADWAY SPECIFIED FOR RESURFACING SHALL BE RECONDITIONED PRIOR TO THE PLACEMENT OF THE COMMERCIAL SOURCE AGGREGATE. 5. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL HAUL ROADS (PER TYPICAL ROAD SECTION DETAILS) BEFORE, DURING AND AFTER HAULING OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS MAINTENANCE. 6. CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL NECESSARY BARRICADES, SUITABLE AND SUFFICIENT WARNING LIGHTS, DANGER SIGNALS, WARNING SIGNS AND FURNISH ALL NECESSARY TRAFFIC CONTROL FLAGGING. 7. ALL TRAFFIC CONTROL SIGNS AND DEVICES REMAIN THE ALL TRAFFIC CONTROL SIGNS AND DEVICES REMAIN THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR. 8. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN FOR THE ALL NECESSARY PRECAUTIONS SHALL BE TAKEN FOR THE PROTECTION OF THE WORK AND SAFETY OF THE PUBLIC. ALL SIGNS AND DEVICES REMAIN THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN 10 DAYS CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN 10 DAYS TRAFFIC CONTROL PLAN 10 DAYS PRIOR TO CONSTRUCTION TO THE COR FOR REVIEW AND TO THE COR FOR REVIEW AND APPROVAL. 10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR THIS TYPE OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES. 11. THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14 U.S. CUSTOMARY UNITS) ARE INCLUDED IN THE BID PACKAGE BY REFERENCE. FP-14 MAY BE DOWNLOADED AT: FP-14 MAY BE DOWNLOADED AT: https://flh.fhwa.dot.gov/resources/spec/ 12. CONTRACTOR SHALL MAINTAIN AND OR CLEAN OUT ALL EXISTING CONTRACTOR SHALL MAINTAIN AND OR CLEAN OUT ALL EXISTING DRAINAGE FEATURES, LEAD OUT DITCHES, FURROW DITCHES, DITCHES, CULVERTS, WITHIN THE WORK AREA, THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PER FP-14 SECT 303. 13. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN SECURITY. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN SECURITY. 14. BERMS OF MATERIALS OR OTHER OBSTRUCTIONS CAUSED BY BERMS OF MATERIALS OR OTHER OBSTRUCTIONS CAUSED BY MAINTENANCE OPERATIONS SHALL BE REMOVED PRIOR TO THE END OF EACH DAY'S OPERATIONS AND ARE NOT TO REMAIN. OVERNIGHT, WEEKENDS, AND HOLIDAY'S. IF, DUE TO WEATHER CONDITIONS OR EQUIPMENT BREAKDOWNS, BERMS OR OBSTRUCTIONS CANNOT BE REMOVED, THEY SHALL BE SIGNED AS A HAZARD AND COR NOTIFIED. 15. CONTRACTOR'S OPERATION SHALL BE CONDUCTED SO AS TO CONTRACTOR'S OPERATION SHALL BE CONDUCTED SO AS TO PREVENT SILTATION OF STREAM BEDS, LAKES, STOCK TANKS OR RESERVOIRS. POLLUTANTS SUCH AS FUELS, LUBRICANTS, BITUMEN, AND ANY OTHER HARMFUL MATERIAL SHALL NOT BE DISCHARGED ON FOREST SERVICE LANDS. 14. CONTRACTOR'S SHALL NOT PLACE AGGREGATE IN THE FLOW LINE CONTRACTOR'S SHALL NOT PLACE AGGREGATE IN THE FLOW LINE OF ANY LOW WATER CROSSINGS. 15. MECHANIZED EQUIPMENT SHALL NOT BE OPERATED OUTSIDE OF MECHANIZED EQUIPMENT SHALL NOT BE OPERATED OUTSIDE OF THE EXISTNG ROAD PRISM WITHOUT PRIOR ARCHEOLOGICAL SURVEY AND CLEARANCE, UNLESS PREVIOUSLY DISTURBED. 16. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, OPERATING SUPPLIES, AND INCIDENTALS NECESSARY TO PERFORM THE REQUIRED ROAD MAINTENANCE. 17. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT/PERSONNEL AS THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT/PERSONNEL AS REQUIRED BY THE FIRE PLAN(S). 18. CONTRACTOR'S EQUIPMENT PROVIDED FOR THE PERFORMANCE OF CONTRACTOR'S EQUIPMENT PROVIDED FOR THE PERFORMANCE OF THE WORK SHALL BE OF THE APPROPRIATE SIZE, TYPE, AND NUMBER, AND IN GOOD WORKING CONDITION. SUITABLE FOR THE WORK REQUIRED. 19. OPERATOR'S SHALL BE COMPETENT AND EXPERIENCED IN THE OPERATOR'S SHALL BE COMPETENT AND EXPERIENCED IN THE OPERATION OF THE EQUIPMENT. EQUIPMENT SHALL HAVE SAFETY SIGNING AND APPURTENANCES REQUIRED BY OSHA, SUCH AS ROLLOVER PROTECTION (ROPS), FIRE SUPPRESSION DEVICES, LIGHTS AND SLOW MOVING VEHICLE SIGNS. 20. THE CONTRACTOR'S EQUIPMENT SHALL BE MADE AVAILABLE FOR THE CONTRACTOR'S EQUIPMENT SHALL BE MADE AVAILABLE FOR INSPECTION AND DEEMED WEED FREE BY COR PRIOR TO ARRIVING ON JOB SITE. 21. IF AT ANY TIME DURING THE COURSE OF THIS CONTRACT, THE IF AT ANY TIME DURING THE COURSE OF THIS CONTRACT, THE EQUIPMENT IS DEEMED TO BE UNSATISFACTORY OR UNSAFE, THE CONTRACTING OFFICER MAY REQUIRE REMOVAL AND A SATISFACTORY REPLACEMENT AND NO EXPENSE TO THE GOVERNMENT SHALL BE INCURRED. ANY MOVEMENT OR TRANSPORTATION OF EQUIPMENT TO OR FROM THE WORK AREAS TO REPAIR OR REPLACE EQUIPMENT, OR FOR THE CONTRACTOR'S CONVENIENCE SHALL BE AT THE CONTRACTOR'S EXPENSE. 22. PUBLIC AND PRIVATE PROPERTY ALONG AND ADJACENT TO THE PUBLIC AND PRIVATE PROPERTY ALONG AND ADJACENT TO THE PROJECT SHALL NOT BE DAMAGED. ANY DAMAGED OR DESTROYED PROPERTY SHALL BE PROMPTLY REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 23. WHEN OPERATING ADJACENT TO RAILWAYS, TELEGRAPH, WHEN OPERATING ADJACENT TO RAILWAYS, TELEGRAPH, TELEPHONE, POWER LINES, OR ANY OTHER TYPE OF PUBLIC UTILITY, THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS TO PREVENT DAMAGE AND SHALL ASSUME ALL RESPONSIBILITIES SHOULD DAMAGE OCCUR. 24. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ARIZONA 811 CONTRACTOR IS RESPONSIBLE FOR CONTACTING ARIZONA 811 (800-782-5348). PRIOR TO WORK IF THERE IS ANY EXCAVATION WORK PERFORMED IN THIS CONTRACT. 25. CONTRACTOR SHALL NOT OBSTRUCT VEHICULAR TRAFFIC FOR CONTRACTOR SHALL NOT OBSTRUCT VEHICULAR TRAFFIC FOR PERIODS IN EXCESS OF 20 MINUTES. 26. FSR 2 SHALL BE MAXIMUM TRAVELWAY WIDTH OF 12 FEET, AND FSR 2 SHALL BE MAXIMUM TRAVELWAY WIDTH OF 12 FEET, AND COMPACTION A. NOT INCLUDING ANY AND ALL TURN OUTS, CURVE WIDENINGS, AND INTERSECTIONS. 27. CONTRACTOR SHALL EXTEND SURFACING MATERIAL A MINIMUM CONTRACTOR SHALL EXTEND SURFACING MATERIAL A MINIMUM OF 10 FEET INTO ANY AND ALL ADJACENT ROADS OPEN UNDER MVUM ROADS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO ROAD RECONDITIONING AND RESURFACING, (SPEC. 303 & 301).

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/7 /20

9 N W

E C :\U

\N W

-K

-P

\20

- A

-G

.D W

(R03)

SOUTHWESTERN REGION

FSR 2

RECONSTRUCTION

& RESURFACING

KAIBAB NATIONAL

FOREST

WILLIAMS RANGER DISTRICT

DETAILS

02/07/2020

L.RAIVALA

N.WARNKE

C-04 04 05

MAINTAIN EXISTING ROAD TEMPLATE.

EXISTING DITCH DEPTH SHALL NOT BE INCREASED UNLESS NECESSARY TO PROVIDE FOR ADEQUATE

DRAINAGE.

THE TRAVELED WAY INDICATED SHALL NOT BE WIDENED EXCEPT FOR CURVE WIDENED AREAS OR

TURNOUTS.

RIP AND OR SCARIFY THE EXISTING ROADBED PER THE RECONDITIONING SPECIFICATIONS TO

PROVIDE A SMOOTH, UNIFORM SHAPED SURFACE. THE ROADBED SHALL BE APPROVED BY THE COR

PRIOR TO PLACEMENT OF THE SURFACING MATERIAL.

1 (800) 782-5348

OUTSLOPED TYPICAL

CLEARING WIDTH TYPICAL

TURNOUT TYPICAL

INSLOPED TYPICAL

LEAD OFF TYPICAL

CROWN SLOPE TYPICAL

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ROADWAY

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ROADWAY

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TYPICAL

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DITCH

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TYPICAL

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NATURAL

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GROUND

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ROAD

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TEMPLATE

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NATURAL

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GROUND

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ROAD

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TEMPLATE

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MIN. 2% INSLOPE

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BERM ON

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DOWNHILL

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SIDE

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GROUND LINE

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TEMPLATE

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GROUND

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NATURAL

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ROADWAY

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DITCH

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ROAD

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CLEARING LIMITS WILL BE WHICHEVER IS GREATER

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SHOULDER +6' OR HEAL/TOE OF SLOPE +3'

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CLEARING LIMITS WILL BE WHICHEVER IS GREATER

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SHOULDER +6' OR HEAL/TOE OF SLOPE +3'

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TURNOUT

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EXTRA WIDENING

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MIN. 2% INSLOPE

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4" MIN.

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COMPACTED

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DEPTH

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1' MIN.

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MIN. 2%%%

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80' MIN.

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TEMPLATE

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GROUND

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NATURAL

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ROADWAY

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ROAD

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4" MIN.

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COMPACTED

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DEPTH

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CW=CURVE WIDENING

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/7 /20

9 N W

E C :\U

\N W

-K

-P

\20

- A

-G

.D W

(R03)

SOUTHWESTERN REGION

FSR 2

RECONSTRUCTION

& RESURFACING

KAIBAB NATIONAL

FOREST

WILLIAMS RANGER DISTRICT

WORK DESCRIPTIONS

02/07/2020

L.RAIVALA

N.WARNKE

C-05 05 05

FSR 2 - WORK DESCRIPTIONS

MP 0.000 TO MP 3.00 (FSR 2)

0.00 JUNCTION FSR 2 & FSR 142

BEGIN RE-CONDITIONING AND RESURFACING WITH 4"

COMPACTED AGGREGATE SURFACING. (APPROX. WIDTH 12 FOOT).

0.02 EXISTING LEAD OUT DITCH, LEFT.

0.09 EXISTING LEAD OUT DITCH, LEFT.

0.32 EXISTING LEAD OUT DITCH, RIGHT.

0.36 EXISTING LEAD OUT DITCH, LEFT.

0.41 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

0.42 FSR 2HA, LEFT.

0.44 EXISTING LEAD OUT DITCH, LEFT.

0.49 END 4" AGGREGATE SURFACING.

BEGIN 8" AGGREGATE SURFACING.

0.60 FSR 1HB, LEFT.

0.61 EXISTING LEAD OUT DITCH, LEFT.

0.63 CLEAN OUT EXISTING CATTLE GUARD (PER FP-14 SECT 303).

END 8" AGGREGATE SURFACING.

BEGIN 4" AGGREGATE SURFACING.

0.68 EXISTING LEAD OUT DITCH, LEFT.

0.85 EXISTING LEAD OUT DITCH, RIGHT.

0.91 EXISTING LEAD OUT DITCH, RIGHT.

0.93 FSR 2HD, RIGHT.

0.99 UNMARKED ROAD, LEFT.

1.05 EXISTING LEAD OUT DITCH, RIGHT.

1.10 EXISTING LEAD OUT DITCH, RIGHT.

1.18 EXISTING LEAD OUT DITCH, RIGHT.

1.23 EXISTING LEAD OUT DITCH, RIGHT.

1.24 UNMARKED ROAD, LEFT.

1.27 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

1.33 EXISTING LEAD OUT DITCH, RIGHT.

1.49 EXISTING LEAD OUT DITCH, LEFT.

1.54 UNMARKED ROAD, RIGHT.

1.65 FSR 9189E, RIGHT.

1.67 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

1.79 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

1.82 EXISTING LEAD OUT DITCH, LEFT.

1.86 EXISTING LEAD OUT DITCH, RIGHT.

1.91 EXISTING LEAD OUT DITCH, LEFT.

2.03 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.13 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.17 EXISTING LEAD OUT DITCH, LEFT.

2.18 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.20 EXISTING LEAD OUT DITCH, LEFT.

2.23 EXISTING LEAD OUT DITCH, LEFT.

2.68 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.30 EXISTING LEAD OUT DITCH, LEFT.

2.32 EXISTING LEAD OUT DITCH, LEFT.

2.36 EXISTING LEAD OUT DITCH, LEFT.

2.39 FSR 9711C, RIGHT.

2.46 EXISTING LEAD OUT DITCH, RIGHT.

2.49 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.59 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.63 EXISTING LEAD OUT DITCH, RIGHT.

2.71 EXISTING LEAD OUT DITCH, RIGHT.

2.72 UNMARKED ROAD, LEFT.

2.80 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.84 EXISTING LEAD OUT DITCH, LEFT.

2.87 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

2.89 EXISTING LEAD OUT DITCH, LEFT.

2.92 EXISTING LEAD OUT DITCH, LEFT.

2.95 EXISTING LEAD OUT DITCH, LEFT.

3.00 END RE-CONDITIONING AND RESURFACING WITH 4"

COMPACTED AGGREGATE SURFACING. (APPROX. WIDTH 12 FOOT).

OPTION 1:

3.00 BEGIN RE-CONDITIONING AND RESURFACING WITH 4"

COMPACTED AGGREGATE SURFACING. (APPROX. WIDTH 12 FOOT).

3.12 EXISTING LEAD OUT DITCH, LEFT.

3.13 EXISTING LEAD OUT DITCH, LEFT.

3.15 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

3.19 FSR 764, RIGHT.

3.20 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

3.30 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

3.35 EXISTING LEAD OUT DITCH, RIGHT.

3.37 EXISTING LEAD OUT DITCH, RIGHT.

3.43 EXISTING LEAD OUT DITCH, RIGHT.

3.49 EXISTING LEAD OUT DITCH, RIGHT.

3.51 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

3.52 EXISTING LEAD OUT DITCH, RIGHT.

3.55 EXISTING LEAD OUT DITCH, RIGHT.

3.57 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

3.62 LOW WATER CROSSING - DO NOT PLACE AGGREGATE.

3.64 FSR 9701K, RIGHT.

3.70 EXISTING LEAD OUT DITCH, RIGHT.

3.72 EXISTING LEAD OUT DITCH, RIGHT.

3.92 UNMARKED ROAD, LEFT.

3.94 FSR 2HE, LEFT.

3.97 EXISTING LEAD OUT DITCH, RIGHT.

4.00 EXISTING LEAD OUT DITCH, RIGHT.

END RE-CONDITIONING AND RESURFACING WITH 4"

COMPACTED AGGREGATE SURFACING. (APPROX. WIDTH 12 FOOT).

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Sheets and Views

FSR 2 Resurfacing 2020-TITLE SHEET

FSR 2 Resurfacing 2020-SITE MAP

FSR 2 Resurfacing 2020-GENERAL NOTES

FSR 2 Resurfacing 2020-TYPICAL DETAILS

FSR 2 Resurfacing 2020-WORK DESCRIPTORS

File details come from the government source that posted it. Updated Apr 30, 2020.