Attach 3 - Drawings.pdf

PROJECT LOCATION

PAGE OF1 8

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER

DATE

INDEX OF SHEETS

SHEET SHEET TITLE PAGE

G-01 COVER SHEET 1

G-02 VICINITY MAP 2

G-03 PIT ROUTE MAP 3

G-04 GENERAL NOTES 4

C-01 TYPICAL ROADWAY DETAILS 5

C-02 TYPICAL DITCH DETAILS 6

C-03 TYPICAL ROLLING DIP DETAILS 7

C-04 WORK DESCRIPTION 8

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VICINITY MAP

TRAVEL DIRECTIONS:

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

To reach the start of contract on FSR 538: Starting from the Coconino

Supervisor's, head north on S. Thompson St. for 0.1 miles and take a left on to

Old Route 66. Continue on Old Route 66 for 0.9 miles and take a left on FSR

231 (Woody Mountain Rd.). Continue on FSR 231 for 13.9 miles. Start of project is at Junction of FSR 231 and FSR 538.

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FSR 527 & 538 RECONDITIONG &

RESURFACING PROJECT

(R03) SOUTHWESTERN REGION

COCONINO NATIONAL FOREST

COCONINO COUNTY

ARIZONA

FSR 538

I-40

WILLIAMS, AZ

FLAGSTAFF, AZ

I-17

FSR 231

FSR 527

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

FSR 527 & 538

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

FLAGSTAFF RANGER

DISTRICT

VICINITY MAP

03/17/2021

SERGIO DE LEON

SERGIO DE LEON

NICK WARNKE

G-02

8 2

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

FSR 527 & 538

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

FLAGSTAFF RANGER

DISTRICT

PIT ROUTE MAP

03/17/2021

SERGIO DE LEON

SERGIO DE LEON

NICK WARNKE

G-03

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

FSR 527 & 538

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

FLAGSTAFF RANGER

DISTRICT

GENERAL NOTES

03/17/2021

SERGIO DE LEON

SERGIO DE LEON

NICK WARNKE

G-04

GENERAL NOTES:

1. THE SPECIFIED SOURCE OF CRUSHED AGGREGATE SURFACING MATERIAL FOR THE FSR 527

RESURFACING PROJECT WILL BE AVAILABLE AT BIG DRAW PIT, LOCATED ON FSR 231B OFF OF FSR

231 (WOODY MTN. RD.). THE PROJECT STARTS AT THE JUNCTION OF FSR 231 AND FSR 538, MILE

POINT (M.P.) 0.00 AND CONTINUES WEST ON FSR 538 FOR 1.40 MILES REACHING JUNCTION OF FSR

538 AND FSR 527. PROJECT CONTINUES ON FSR 527 FOR 3.33 MILES AND ENDING AT M.P. 3.33.

OPTION A OF THE PROJECT STARTS AT M.P. 1.40 OF FSR 538 AND CONTINUES SOUTHERLY FOR

1.44 MILES ENDING AT M.P. 2.88.

2. REMOVE ALL LOOSE ROCK FROM ROADWAY DITCHES. ROCK MAY BE USED AS RIPRAP IN

CULVERT CATCHMENTS, LOW WATER CROSSINGS, AND ROLLING DIP OUTLFOW.

3. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL HAUL ROADS USED, BEFORE,

DURING, AND AFTER OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS REQUIRED

MAINTENANCE.

4. CONTRACTOR SHALL MAINTAIN/CLEAN AND SHAPE ALL EXISTING LEAD-OFF DITCHES AND ALL

CULVERT RELIEF DITCHES FOR THEIR ENTIRE LENGTH. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO FSSS SECTION 303.

5. CONTRACTOR SHALL NOT PLACE CRUSHED AGGREGATE IN THE FLOW LINE OF LOW WATER

CROSSINGS.

6. THE ROADWAY SPECIFIED FOR RESURFACING WILL BE RECONDITIONED PRIOR TO THE

PLACEMENT OF AGGREGATE SURFACING. ALL SEGMENTS OF THE RECONDITIONED ROAD SHALL

BE APPROVED IN WRITING BY THE COR PRIOR TO SURFACE PLACEMENT.

7. CONTRACTOR SHALL INSURE ALL CULVERTS SHALL HAVE A MINIMUM OF ONE FOOT OF COVER, NOT INCLUDING SURFACING, MEASURED FROM THE TOP OF THE CULVERT.

8. SUBMISSION OF A TRAFFIC CONTROL PLAN MUST BE REVIEWED AND APPROVED BY THE COR 10

DAYS PRIOR TO THE START OF EARTH MOVING CONSTRUCTION.

9. CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL NECESSARY BARRICADES, SUITABLE

WARNING LIGHTS, DANGER SIGNALS, WARNING SIGNS, AND FURNISH ALL NECESSARY TRAFFIC

CONTROL FLAGGING. NECESSARY PRECAUTIONS SHALL BE TAKEN FOR THE PROTECTION OF

THE WORKERS AND SAFETY OF THE PUBLIC. ALL CONSTRUCTION SIGNS AND DEVICES REMAIN

THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL INSURE

ALL TRAFFIC CONTROL SIGNS MEET OR EXCEED MINIMUM REQUIRED STANDARDS AS DEFINED

BY THE LATEST EDITION OF THE MUTCD.

10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR THIS TYPE

OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES.

11. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT THE PROJECT SITE. THE NEAREST

SOURCE IS LOCATED IN THE CITY OF FLAGSTAFF.

12. VEHICULAR TRAFFIC SHALL NOT BE OBSTRUCTED FOR PERIODS IN EXCESS OF THIRTY

MINUTES.

13. 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 HOLIDAYS, IF, DUE TO WEATHER CONDITIONS OR EQUIPMENT

BREAKDOWNS, BERMS OR OBSTRUCTIONS CANNOT BE REMOVED, THEY SHALL BE SIGNED AS A

HAZARD AND VISIBLY ILLUMINATED AT NIGHT.

14. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, OPERATING SUPPLIES, AND INCIDENTALS NECESSARY TO PERFORM THE REQUIRED ROAD

MAINTENANCE.

15. CONTRACTOR SHALL FURNISH ALL EQUIPMENT/PERSONNEL AS REQUIRED BY THE FIRE PLAN(S).

16. ALL CONSTRUCTION VEHICLES SHALL BE CLEAN AND FREE OF WEEDS AND OTHER DELETERIOUS

MATERIALS PRIOR TO BRINGING ON THE FOREST SURFACE.

17. 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. 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 ANY DAMAGE OCCUR.

18. 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.

19. VEHICLES AND MECHANIZED EQUIPMENT SHALL NOT BE OPERATED OUTSIDE THE EXISTING ROAD

PRISM, INCLUDING IDLING, WITHOUT PRIOR ARCHEOLOGICAL SURVEY AND CLEARANCE. THE

CONTRACTOR SHALL CONTACT THE COR FOR APPROVAL IF SUCH OPERATION IS REQUIRED.

20. CONTRACTOR IS RESPONSIBLE FOR CONTACTING BLUESTAKE (800-782-5348) PRIOR TO WORK IF

THERE IS ANY RISK OF HITTING UNDERGROUND UTILITIES WHILE PERFORMING ANY EXCAVATION

WORK REQUIRED AS PART OF THIS CONTRACT.

21. RESHAPE AGGREGATE SURFACE PER THE TYPICAL DETAILS. REMOVE AND/OR REPAIR

IRREGULARITIES IN THE SURFACE. COMPACT PER FSSS SECTION 301.05 METHOD “A” UNTIL ALL

VISUAL DISTURBANCES CEASE.

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NATURAL GROUND

ROAD TEMPLATE

TRAVELED WAY

12' MIN - 14' MAX

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING

AND WITHOUT ROADWAY DITCH

CLEARING WIDTH*

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

M

I N

4" MIN. COMPACTED DEPTH

M

IN

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L O

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TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING

AND ROADWAY DITCH

NATURAL GROUND

4" MIN. COMPACTED DEPTH

ROAD TEMPLATE

M

IN 3%

INSLOPE

TRAVELED WAY

12' MIN - 14' MAX

3'

M

I N

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING,

CROWN, AND ROADWAY DITCH

CLEARING WIDTH*

M

I

N TRAVELED WAY

12' MIN - 14' MAX

MIN 3% MIN 3%

NATURAL GROUND

ROAD TEMPLATE

4" MIN. COMPACTED DEPTH

3'

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

TYPICAL ROADWAY

DITCH

CLEARING WIDTH*

TYPICAL ROADWAY

DITCH

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

INTERSECTION GRADING AND SHAPING

INTERSECTING ROAD

4" AGGREGATE SURFACE

DITCH FLOW LINE

C

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MAINTAIN EXISTING DITCH FLOW LINES

TO ENSURE POSITIVE DRAINAGE AWAY

FROM THE EXISTING INTERSECTING

ROAD.

R O

A D

W I D

T H

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

FSR 527 & 538

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

FLAGSTAFF RANGER

DISTRICT

TYPICAL ROADWAY

DETAILS

03/17/2021

SERGIO DE LEON

SERGIO DE LEON

NICK WARNKE

C-01

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* DITCH

TOP OF CUT

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25' TRANSITION

EX. SHOULDER

SHOULDER

3:1

SLOPE

2' MIN

INLET BASIN

G

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A

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A

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INSTALL DITCH BLOCK

(IF NECESSARY)

NATURAL GROUND

CLEARING & SEEDING

15' (TYP.)

ROADBED

CLEARING &

SEEDING

10'

WIDTH

12"

MIN

EXCAVATED

MATERIAL

CLEARING &

SEEDING

12"

8"

24"

MIN

24" MIN

OR 6"+D

ROADBED EDGE

COMPACTED

TO 95%±

LEAD OFF DITCH

FLAT BOTTOM DITCH

WING DITCH

DITCH BLOCK

SAMPLE DITCH TYPICAL

NOTES:

1. THE SLOPE OF LEAD-OFF DITCHES SHALL BE CONSTRUCTED TO A MINIMUM OF -2% SLOPE WITHIN THE PREVIOUSLY

EXISTING DISTURBED SOIL.

2. DITCH BLOCK WILL NOT BE REQUIRED WHEN INLET BASIN IS IN A SAG.

3. DITCH BLOCK ELEVATION SHALL BE 4" LOWER THAN THE ADJACENT SUBGRADE ELEVATION.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

FSR 527 & 538

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

FLAGSTAFF RANGER

DISTRICT

TYPICAL DITCH

DETAILS

07/17/2021

SERGIO DE LEON

SERGIO DE LEON

NICK WARNKE

C-02

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* DITCH

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* DITCH

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ROADBED

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M

X

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X

SUBGRADE

0.5-2.5'

NOT TO SCALE

AB B

A

TOE

(H) INSIDE

10'

10'

START

DIP

END

DIP

CREST

DITCH/BOTTOM

MIDPOINT

DRAIN LINE

0-10% ANGLE

(H) OUTSIDE

L

STATIONED ON PLANS

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ROLLING DIP NOTES:

1. THE CROSS SLOPE OF THE ROADBED SHALL BE MAINTAINED

THROUGH THE DIP.

2. THE DRAIN LINE SHALL BE SKEWED OFF OF THE ROADBED TO

ALLOW POSITIVE DRAINAGE, UNLESS OTHERWISE FLAGGED.

3. FOR DIPS ON AGGREGATE SURFACE ROADS, ADD DEPTH OF

COMPACTED SURFACE TO DIMENSION (H).

4. ROLLING DIP CONSTRUCTION, COMPACTION AND TOLERANCES

SHALL BE IN ACCORDANCE WITH FSSS SECTION 301.05, METHOD A.

5. ALL DITCHES ASSOCIATED WITH ROLLING DIP STRUCTURES SHALL

BE MAINTAINED WITHIN THE PROJECT SITE.

6. DIRECTION OF EXISTING WATER FLOW SHALL BE MAINTAINED.

NOT TO SCALE

ROLLING DIP CONSTRUCTION DIMENSIONS

TYPE "1"

%GRADE

LENGTH

DEPTH (H)

A B

OUTSIDE

EDGE

INSIDE

EDGE

0-4% 18 55 0.9' 0.4'

5-8% 16 85 0.8' 0.3'

9-12% 15 110 0.7' 0.3'

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

FSR 527 & 538

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

FLAGSTAFF RANGER

DISTRICT

TYPICAL ROLLING DIP

DETAILS

07/17/2021

SERGIO DE LEON

SERGIO DE LEON

NICK WARNKE

C-03

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ROAD GRADE LINE

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GRAVEL SURFACE

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ROLLING DRAINAGE DIP PROFILE

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ROLLING DRAINAGE DIP PERSPECTIVE

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 8/2

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SOUTHWESTERN REGION

FSR 527 & 538

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

FLAGSTAFF RANGER

DISTRICT

WORK DESCRIPTION

03/17/2021

SERGIO DE LEON

SERGIO DE LEON

NICK WARNKE

C-04

WORK DESCRIPTION - FSR 538

MILE POINT 0.00 - 1.40: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH THE FP-14 SPECIFICATION SECTION 301, LOAD, HAUL, SPREAD, AND

COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION AND 301 UTILIZING BIG DRAW PIT AGGREGATE

STOCKPILE, LOCATED ON FSR 231B OFF OF FSR 231 (WOODY MTN. RD.).

PROJECT M.P.

0.00 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' to 14' MAX. CLEAN AND RESHAPE OF

ROADSIDE DITCHES ON BOTH SIDES WETHER OR NOT NOTED ON PLANS.

0.00 MAINTAIN EXISTING INTERSECTION OF FSR 538 AND FSR 231.

0.02 CLEAN INLET AND OUTLET OF PIPE CULVERT.

0.06 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.09 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.15 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.22 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.48 CLEAN INLET AND OUTLET OF PIPE CULVERT.

0.52 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

0.58 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

0.64 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.01 MAINTAIN EXISTING INTERSECTION OF FSR 538J ON THE RIGHT.

1.04 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.21 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.31 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.40 MAINTAIN EXISTING INTERSECTION OF FSR 527 ON THE RIGHT.

1.40 END RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED

AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12'-14' MAX.CLEAN AND RESHAPE OF

ROADSIDE DITCHES ON BOTH SIDES WETHER OR NOT NOTED ON THE PLANS.

MILE POINT 0.00 - 3.33: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH THE FP-14 SPECIFICATION SECTION 301, LOAD, HAUL, SPREAD, AND

COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION AND 301 UTILIZING BIG DRAW PIT AGGREGATE

STOCKPILE, LOCATED ON FSR 231B OFF OF FSR 231 (WOODY MTN. RD.).

0.00 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' to 14' MAX. CLEAN AND RESHAPE OF

ROADSIDE DITCHES ON BOTH SIDES WETHER OR NOT NOTED ON PLANS.

0.05 CLEAN INLET AND OUTLET OF PIPE CULVERT.

0.08 CLEAN CATTLEGUARD VAULT, PROVIDE A MINIMUM 8-12 INCHES OF CLEAR DISTANCE FROM BOTTOM OF

RAILING TO GRADE.

0.25 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

0.30 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

0.91 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.07 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.10 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.23 MAINTAIN EXISTING INTERSECTION OF FSR 527A ON THE LEFT

1.50 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.50 MAINTAIN EXISTING INTERSECTION OF FSR 861 ON THE LEFT.

1.63 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.64 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.65 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.66 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.67 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.78 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.85 MAINTAIN EXISTING ROLLING DIP AND DOWNSTREAM LEAD OUT.

1.98 MAINTAIN EXISTING INTERSECTION OF FSR 530D ON THE RIGHT.

2.15 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.26 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

WORK DESCRIPTION - FSR 527

2.33 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.38 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.42 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.45 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.49 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT

2.54 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.59 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.61 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.73 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.76 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.83 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.90 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.93 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.94 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

2.99 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

3.11 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

3.15 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

3.19 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

3.23 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

3.27 MAINTAIN EXISTING ROLLING DIP AND LEAD OUT ON THE RIGHT.

3.33 END RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED

AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12'-14' MAX. CLEAN AND RESHAPE OF

ROADSIDE DITCHES ON BOTH SIDES WETHER OR NOT NOTED ON THE PLANS.

MILE POINT 1.40-2.88: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH THE FP-14 SPECIFICATION SECTION 301, LOAD, HAUL, SPREAD, AND

COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION AND 301 UTILIZING BIG DRAW PIT AGGREGATE

STOCKPILE, LOCATED ON FSR 231B OFF OF FSR 231 (WOODY MTN. RD.).

NOTE: ALL DRAINAGE FEATURES SHALL BE MAINTAINED PER G-03 GENERAL NOTE 5.

1.40 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' to 14' MAX AND CLEANING AND SHAPING OF

ROADSIDE DITCHES ON BOTH SIDES.

1.47 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.70 CLEAN CATTLEGUARD VAULT PROVIDE A MINIMUM OF 8-12 INCHES OF CLEAR DISTANCE FROM

BOTTOM OF THE RAILING TO GRADE.

1.71 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.79 CLEAN INLET AND OUTLET OF PIPE CULVERT.

2.03 CLEAN INLET AND OUTLET OF PIPE CULVERT.

2.23 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.29 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.36 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.43 CLEAN INLET AND OUTLET OF PIPE CULVERT.

2.48 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

2.71 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.73 CLEAN INLET AND OUTLET OF PIPE CULVERT.

2.77 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.88 END RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12'-14' MAX AND CLEANING AND SHAPING OF

ROADSIDE DITCHES ON BOTH SIDES.

NOTE: ALL CLEANING OF DITCH-LINES, PIPE INLET/OUTLETS ARE INCIDENTAL TO ROAD

RECONDITIONING PER FP-14 SECTION 303 "ROAD RECONDITIONING".

WORK DESCRIPTION - FSR 538 OPTION A

CONTINUATION - FSR 527

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