Attachment 7 - FSR 141H Drawings.pdf

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Attached to
Roads Construction IDIQ - Coconino & Kaibab National Forests
Solicitation number
127EAX21R0004
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File Type Posted
127EAX21R0004 Amendment 0002.pdf PDF
127EAX21R0004 Amendment 0001.pdf PDF
Attachment 1 -VICINITY MAPS.pdf PDF
Attachment 9 - WD 20210008.pdf PDF
Attachment 2 Reconditioning and Resurfacing_FS Supplemental Specs.pdf PDF
Solicitation 127EAX21R0004.pdf PDF
Attachment 8 - FSR 141H_Schedule of Items.xls XLS spreadsheet
Attachment 6 - FP14-FSSS.pdf PDF
Attachment 4 - BMPs.pdf PDF
Attachment 5 - Contractor Past Performance Questionnaire.pdf PDF

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120°

60°

TYPICAL CROSS-SECTION WITH WITH CULVERT

TYPICAL CULVERT SKEW ON CENTER OF ROAD

5% GRADE MINIMUM

DO NOT RAISE OUTLET ABOVE

ORIGINAL GROUND OR STREAMBED.

CENTER LINE OF ROAD

NOTE :

AN ADDITIONAL 10 YARDS OF SURFACE MATERIAL WILL BE PLACED OVER EACH RECONSTRUCTED CULVERT PER THE

SCHEDULE. THE ADDITIONAL MATERIAL WILL HAVE A COMPACTED THICKNESS OF 4 INCHES OVER THE CULVERT AND

WILL BE EVENLY TAPERED OVER A LENGTH OF 50' ON EACH SIDE OF THE CULVERT BACK TO THE ORIGINAL ROAD

GRADE.

PROJECT LOCATION

PAGE OF1 9

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 GENERAL NOTES 3

C-01 TYPICAL ROADWAY DETAILS 4

C-02 TYPICAL DITCH AND ROAD DETAILS 5

C-03 TYPICAL ROLLING DIP DETAILS 6

C-04 TYPICAL CULVERT DETAILS 7

C-05 WORK DESCRIPTION 8

C-06 WORK DESCRIPTION 9

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

VICINITY MAP

TRAVEL DIRECTIONS:

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

FSR 141H: From Flagstaff, AZ (Coconino SO 1824 s. Thompson St.), From

Parking lot turn left toward S Thompson St. Travel 0.1 miles, and turn left on

University Ave. Travel 0.30 miles on University Ave, and turn right on S.

Woodland Village Blvd. Proceed on Woodlands Village for 0.8 miles. Turn

Right on Beulah Blvd., and continue for 0.3 miles. At Lake Mary Road (FH3) turn left and continue for 53.6 miles until you reach AZ-87 intersection. At the intersection turn right onto AZ-87 and proceed for 1.1 miles. Turn left onto FSR

141 and continue for 8 miles. FSR 141H and the Start of Contract will be on your left.

Pit: The proposed material source is the Cinch Hook Pit located off of AZ-87 and AZ-260 intersection (See attached map - Sheet G-03).

3/9 /21

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FSR 141H RECONDITIONING

AND RESURFACING PROJECT

(R03) SOUTHWESTERN REGION

COCONINO NATIONAL FOREST

COCONINO COUNTY

ARIZONA

COC-3

I-40 FLAGSTAFF, AZ

I-40

I-17 nwarnke Typewritten Text for John O'Brien

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 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

VICINITY MAP

12/8/2020

MARC BURKETT

MARC BURKETT

N. WARNKE

G-02

9 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 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

GENERAL NOTES

12/8/2020

MARC BURKETT

MARC BURKETT

N. WARNKE

G-03

GENERAL NOTES:

1. THE SPECIFIED SOURCE OF CRUSHED AGGREGATE SURFACING MATERIAL FOR THE FSR 141H

RECONDITIONING AND RESURFACING PROJECT WILL BE AVAILABLE AT CINCH HOOK PIT,

LOCATED AT THE JUNCTION OF AZ-87 AND AZ-260. THE PROJECT STARTS AT THE JUNCTION OF

FSR 141H AND FSR 141, MILE POINT (M.P.) 0.00. THE PROJECT CONTINUES EAST ON FSR 141H

FOR 4.00 MILES TO M.P. 4.00. OPTION 1 OF THE PROJECT BEGINS AT M.P. 4.00 OF FSR 141H AND

CONTINUES TO M.P. 4.50. OPTION 2 BEGINS AT M.P. 4.50 OF FSR 141H AND END AT M.P. 5.00.

OPTION 3 IS A CULVERT REMOVAL AND REPLACEMENT AT M.P. 4.91 OF FSR 141H. OPTION 4

BEGINS AT M.P. 5.00 ON FSR 141H, THEN AT M.P. 5.34 AND THE INTERSECTION OF FSR 123 AND

FSR 141H CONTINUES SOUTH FOR 0.11 MILES ON THE FSR 123 TO THE INTERSECTION OF FSR 123

AND FSR 300. OPTION 5 IS A CULVERT REMOVAL AND REPLACEMENT AT M.P. 5.29 OF FSR 141H.

OPTION 6 OF THE CONTRACT BEGINS AT M.P. 7.48 OF FSR 141 AND CONTINUE SOUTH FOR 0.50

MILES TO M.P. 7.98. OPTION 7 OF THE CONTRACT BEGINS AT M.P. 6.98 OF FSR 141 AND

CONTINUES SOUTH FOR 0.50 MILES TO M.P. 7.48.

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 THE PROJECT.

5. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FEATURES, (IE: LEAD OUTS, FURROW

DITCHES, DITCHES, ETC.) INCLUDING THOSE THAT ARE NOT FLAGGED OR SHOWN ON THE PLANS.

ALL USABLE MATERIAL SHALL BE PLACED ON THE ROAD.

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

CROSSINGS.

7. 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.

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

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

BUSINESS DAYS PRIOR TO THE START OF EARTH MOVING CONSTRUCTION.

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

AND SUFFICIENT WARNING LIGHTS, DANGER SIGNALS, AND WARNING SIGNS AND FURNISH ALL

NECESSARY TRAFFIC CONTROL FLAGGING. 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. THE CONTRACTOR IS

RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNS AS REQUIRED BY MUTCD STANDARDS.

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

OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES.

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

SOURCE IS LOCATED IN THE CITY OF PAYSON.

13. VEHICULAR TRAFFIC SHALL NOT BE OBSTRUCTED FOR PERIODS IN EXCESS OF TWENTY

MINUTES.

14. 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.

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

MAINTENANCE.

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

MATERIALS.

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

18. 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. OPERATORS 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. GRADING EQUIPMENT MUST BE CAPABLE OF CUTTING, CROWNING AND SHAPING

OPERATIONS NECESSARY TO SUCCESSFULLY PERFORM THE TASKS OF THIS CONTRACT. THE

CONTRACTOR'S EQUIPMENT SHALL BE MADE AVAILABLE FOR INSPECITON PRIOR TO NOTICE TO

PROCEED. IF AT ANY TIME DURING THE COURSE OF THIS CONTRACT, THE EQUIPMENT IS DEEMED

UNSATISFACTORY OR UNSAFE, THE CONTRACTING OFFICER MAY REQUIRE REMOVAL AND A

SATISFACTORY REPLACEMENT AT NO EXPENSE TO THE GOVERNMENT. ANY MOVEMENT OR

TRANSPORTATION OF EQUIPMENT TO OR FROM WORK AREAS, TO REPAIR OR REPLACE EQUIPMENT, OR FOR THE CONTRACTOR'S CONVENIENCE SHALL BE AT THE CONTRACTOR'S EXPENSE.

19. 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.

20. 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.

21. 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.

22. 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.

23. RECONDITIONING AT CURVES SHALL BE COMPLETE PER PAGE C-01 " TYPICAL CROSS-SECTION WITH

AGGREGATE SURFACING AND ROADWAY DITCH" TO ENSURE A MINIMUM CROSS SLOPE OF 3%.

24. CAUTION: ADDITIONAL ROCK HEADWALLS MAY EXIST THROUGHOUT THE PROJECT WORK AREA, PROTECT IN PLACE.

25. FEDERALLY THREATENED/ ENDANGERED SPECIES, FOREST SERVICE SENSITIVE SPECIES, OR BALD

OR GOLDEN EAGLES ARE NESTING WITHIN THE VICINITY OF 0.5 MILES OF THE PROJECT AREA.

SEASONAL RESTRICTIONS FOR OPERATIONS ARE EFFECTIVE DURING THE BREEDING SEASON (MARCH

1 TO SEPTEMBER 1) TO PREVENT DISTURBANCE OF THE AFFECTED SPECIES.

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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

O U

T S

L O

P E

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

L

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

3/9 /21

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

TYPICAL ROADWAY

DETAILS

12/8/2020

MARC BURKETT

MARC BURKETT

N. WARNKE

C-01

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* DITCH

TOP OF CUT

W

I

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D

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C

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F

T

C

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GRADE

B L O

C K

D I T

C H

W

I

N

G

D

I

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C

H

F L O

W

T

L

L

GRADE

GRADE

E X

I S

T I N

G

D

R A

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T

L

L

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P

C

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F

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25' TRANSITION

EX. SHOULDER

SHOULDER

3:1

SLOPE

2' MIN

INLET BASIN

G

R

A

T

R

A

I N

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

DITCH TYPICAL NOTES

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

FSR 123 AND 141H INTERSECTION GRADING AND SHAPING

INTERSECTING ROAD FSR 141H

4" AGGREGATE SURFACE

DITCH FLOW LINE

C

L

MAINTAIN EXISTING DITCH FLOW LINES

TO ENSURE POSITIVE DRAINAGE AWAY

FROM THE EXISTING INTERSECTING

ROAD.

R O

A D

W I D

T H

NOTE :

THE ENTIRE INTERSECTION WILL WILL BE GRAVELED TO ENSURE A SAFE TRANSITION CONTINUING NORTH ON THE FSR

123 ROAD.

FSR 123 ROAD

FSR 123 ROAD

TAPER GRAVEL 50' PAST THE

INTERSECTION TO CREATE A

SMOOTH TRANSITION PAST THE

INTERSECTION ON FSR 123.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/9 /21

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

TYPICAL DITCH AND

ROAD DETAILS

12/8/2020

MARC BURKETT

MARC BURKETT

N. WARNKE

C-02

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* DITCH

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* DITCH

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ROADBED

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PROJECT NAME

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M

X

X

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

P

D

O

W

N

G

R

A

D

E

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'

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DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/9 /21

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

TYPICAL ROLLING DIP

DETAILS

12/8/2020

MARC BURKETT

MARC BURKETT

N. 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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120°

60°

TYPICAL CROSS-SECTION WITH WITH CULVERT

TYPICAL CULVERT SKEW ON CENTER OF ROAD

ORIGINAL GROUND

OR STREAM BED

ORIGINAL GROUND

OR STREAM BED

5% GRADE MINIMUM

DO NOT RAISE OUTLET ABOVE

ORIGINAL GROUND OR STREAMBED.

CENTER LINE OF ROAD

ROAD SURFACE

SUBGRADE MUST BE

12" ABOVE THE

HIGHEST EXPOSED

EDGE OF THE

CULVERT.

NOTE :

AN ADDITIONAL 10 YARDS OF SURFACE MATERIAL WILL BE PLACED OVER EACH RECONSTRUCTED CULVERT PER THE

SCHEDULE. THE ADDITIONAL MATERIAL WILL HAVE A COMPACTED THICKNESS OF 4 INCHES OVER THE CULVERT AND

WILL BE EVENLY TAPERED OVER A LENGTH OF 50' ON EACH SIDE OF THE CULVERT BACK TO THE ORIGINAL ROAD

GRADE.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/9 /21

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

TYPICAL CULVERT

DETAILS

12/8/2020

MARC BURKETT

MARC BURKETT

N. WARNKE

C-04

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/9 /21

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9 N W

AR

NK

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

WORK DESCRIPTION

12/8/2020

MARC BURKETT

MARC BURKETT

N. WARNKE

C-05

WORK DESCRIPTION - FSR 141H

MILE POINT 0.00 - 5.57: 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 301 UTILIZING CINCH HOOK PIT AGGREGATE

STOCKPILE, LOCATED SOUTH OF THE AZ-87 AND AZ-260 JUNCTION.

M.P WORK DESCRIPTION.

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 AND CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES, STARTING AT THE JUNCTION OF FSR 141 AND FSR 141H.

0.00 BEGIN CLEARING AND DE-LIMBING 5' FROM THE EDGE OF THE TRAVELED WAY FOLLOWING PARALLEL TO

THE TRAVELED WAY ON THE LEFT AND THE RIGHT.

0.03 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

0.09 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

0.16 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

0.29 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

0.34 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

0.44 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

0.60 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

0.60 BEGIN INCREASE OF AGGREGATE SURFACING TO 6" COMPACTED.

0.65 END INCREASE OF AGGREGATE SURFACING TO 6" COMPACTED. CONTINUE AGGREGATE SURFACING WITH

4" COMPACTED.

0.73 BEGIN INCREASE OF AGGREGATE SURFACING TO 6" COMPACTED.

0.75 END INCREASE OF AGGREGATE SURFACING TO 6" COMPACTED. CONTINUE AGGREGATE SURFACING WITH

4" COMPACTED.

0.82 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

0.83 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

0.84 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

0.85 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

0.92 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

1.08 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

1.17 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

1.36 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH

1.46 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH

1.55 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH

1.63 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH

1.65 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

1.70 INSTALL 18" x 32' GALVANIZED CMP CULVERT PIPE AND LEAD OFF DITCH.

1.74 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH

1.81 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH

1.82 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

1.93 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH

2.00 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.03 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.07 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.12 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.19 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.22 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.28 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.30 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.33 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.35 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.37 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.39 PROTECT IN PLACE EXISTING CATTLEGUARD, CLEAN AND MAINTAIN VAULT.

2.41 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.45 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.47 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.51 MAINTAIN EXISTING INTERSECTION OF FSR 141H AND FSR 320 ON THE LEFT.

2.56 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.59 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.63 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.66 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

WORK DESCRIPTION - FSR 141H CONTINUED

2.71 MAINTAIN EXISTING INTERSECTION FOR FSR 141H AND FSR 320A ON THE RIGHT.

2.77 MAINTAIN EXISTING INTERSECTION FOR FSR 141H AND FSR 9369T ON THE LEFT.

2.80 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.81 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

2.88 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

2.97 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.02 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

3.05 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

3.07 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.08 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

3.09 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

3.18 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.25 INSTALL ADDITIONAL 18" x 32' GALVANIZED CMP CULVERT PIPE AND LEAD OFF DITCH NEXT TO EXISTING

18" CULVERT.

3.35 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.41 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.56 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.68 REMOVE AND REPLACE EXISTING 18" CMP PIPE WITH A 24" X 36' GALVANIZED CMP PIPE, MAINTAIN

INLET, OUTLET, AND LEAD OFF DITCH.

3.83 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.89 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.97 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.00 END OF BASE CONTRACT. END ROAD RECONDITIONING. END AGGREGATE RESURFACING. END OF

CLEARING AND DE-LIMBING.

MILE POINT 4.00 - 4.50: 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 301 UTILIZING CINCH HOOK PIT AGGREGATE

STOCKPILE, LOCATED SOUTH OF THE AZ-87 AND AZ-260 JUNCTION.

M.P WORK DESCRIPTION.

4.00 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, STARTING AT THE JUNCTION OF FSR 141 AND FSR 141H.

4.00 BEGIN CLEARING AND DE-LIMBING 5' FROM THE EDGE OF THE TRAVELED WAY FOLLOWING PARALLEL TO

THE TRAVELED WAY ON THE LEFT AND THE RIGHT.

4.14 PROTECT IN PLACE EXISTING 36" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.22 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.25 END REMOVAL OF BERM OF MATERIAL ON LEFT SIDE OF ROAD CAUSING DRAINAGE OBSTRUCTION.

4.29 MAINTAIN EXISTING INTERSECTION OF FSR 141H AND FSR 501 ON THE LEFT AND THE RIGHT.

4.31 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.43 BEGIN BRUSHING OF CANOPY ON LEFT SIDE TO INCREASE VERTICAL CLEARANCE TO 14'.

4.50 END OF OPTION 1. END ROAD RECONDITIONING. END AGGREGATE RESURFACING. END OF

CLEARING AND DE-LIMBING.

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

RECONDITIONING PER FP-14 SECTION 303 "ROAD RECONDITIONING". ALL USABLE MATERIAL SHALL BE

PLACE ON THE ROAD BED.

WORK DESCRIPTION - FSR 141H OPTION 1

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/9 /21

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

WORK DESCRIPTION

12/8/2020

MARC BURKETT

MARC BURKETT

N. WARNKE

C-06

WORK DESCRIPTION - FSR 141H OPTION 2

MILE POINT 4.50 - 5.00: 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 301 UTILIZING CINCH HOOK PIT AGGREGATE

STOCKPILE, LOCATED SOUTH OF THE AZ-87 AND AZ-260 JUNCTION.

M.P WORK DESCRIPTION.

4.50 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.

4.50 BEGIN CLEARING AND DE-LIMBING 5' FROM THE EDGE OF THE TRAVELED WAY FOLLOWING PARALLEL TO THE TRAVELED WAY ON THE LEFT AND THE RIGHT.4.14 PROTECT IN PLACE EXISTING 36" CMP CULVERT.

MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.53 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.60 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.64 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

4.67 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.68 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

4.74 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.99 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.00 END OF OPTION 2. END ROAD RECONDITIONING. END AGGREGATE RESURFACING. END OF

CLEARING AND DE-LIMBING.

MILE POINT 4.91: RECONSTRUCT CULVERT IN ACCORDANCE WITH FP-14 SECTION 602.

M.P WORK DESCRIPTION.

4.91 REMOVE AND REPLACE EXISTING 18" CMP PIPE WITH A 18" X 30' GALVANIZED CMP PIPE, MAINTAIN

INLET, OUTLET, AND LEAD OFF DITCH.

FSR 141H MILE POINT 5.00 - 5.34 AND FSR 123 MILE POINT 0.00 TO 0.11: 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 303 AND 301 UTILIZING CINCH HOOK PIT AGGREGATE STOCKPILE, LOCATED SOUTH OF THE

AZ-87 AND AZ-260 JUNCTION.

M.P. WORK DESCRIPTION

4.50 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.

5.13 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.34 END CLEARING AND DE-LIMBING 5' FROM THE EDGE OF THE TRAVELED WAY FOLLOWING PARALLEL TO

THE TRAVELED WAY ON THE LEFT AND THE RIGHT.

5.34 MAINTAIN EXISTING INTERSECTION OF FSR 141H AND FSR 123. CONTINUE 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, HEADING SOUTH ON FSR 123.

0.00 CONTINUE 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, STARTING AT THE INTERSECTION OF FSR 123 AND FSR 141H.

0.11 MAINTAIN EXISTING INTERSECTION OF FSR 123 AND FSR 300 ON THE RIGHT AND LEFT. END OF OPTION 4.

END OF RECONDITIONING. END OF AGGREGATE RESURFACING.

WORK DESCRIPTION - FSR 141H OPTION 5

MILE POINT 5.29: RECONSTRUCT CULVERT IN ACCORDANCE WITH FP-14 SECTION 602.

M.P WORK DESCRIPTION.

5.29 REMOVE AND REPLACE EXISTING 30" CMP PIPE WITH A 30" X 34' GALVANIZED CMP PIPE, MAINTAIN

INLET, OUTLET, AND LEAD OFF DITCH.

MILE POINT 7.48 - 7.98: 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 303 AND 301 UTILIZING CINCH HOOK PIT

AGGREGATE STOCKPILE, LOCATED SOUTH OF THE AZ-87 AND AZ-260 JUNCTION. START OF WORK IS

APPROXIMATELY 0.50 MILES BEFORE THE JUNCTION OF FSR 141H AND FSR 141.

M.P. WORK DESCRIPTION

7.48 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, STARTING AT MILE POINT 7.48, APPROXIMATELY 0.50 MILES BEFORE

THE JUNCTION OF FSR 141H AND FSR 141.

7.51 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.53 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

7.57 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.62 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.65 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT AND THE LEFT.

7.69 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

7.74 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

7.81 MAINTAIN EXISTING INTERSECTION OF FSR AND FSR 4443 ON THE RIGHT.

7.88 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

7.98 MAINTAIN EXISTING INTERSECTION OF FSR 141 AND FSR 141H ON THE LEFT. END OF OPTION 6.

END OF RECONDITIONING. END OF AGGREGATE RESURFACING.

MILE POINT 6.98 - 7.48: 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 303 AND 301 UTILIZING CINCH HOOK PIT

AGGREGATE STOCKPILE, LOCATED SOUTH OF THE AZ-87 AND AZ-260 JUNCTION. START OF WORK IS

APPROXIMATELY 1.00 MILES BEFORE THE JUNCTION OF FSR 141H AND FSR 141.

M.P. WORK DESCRIPTION

6.98 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, STARTING AT MILE POINT 6.98, APPROXIMATELY 1.00 MILES BEFORE

THE JUNCTION OF FSR 141H AND FSR 141.

7.02 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

7.07 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT AND THE LEFT.

7.08 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT AND THE LEFT.

7.15 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.22 MAINTAIN EXISTING INTERSECTION OF FSR 141 AND FSR 9398 ON THE LEFT.

7.22 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.25 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.31 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.36 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.42 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.45 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

7.48 END OF OPTION 7. END OF RECONDITIONING. END OF AGGREGATE RESURFACING.

WORK DESCRIPTION - FSR 141 OPTION 7

WORK DESCRIPTION - FSR 141H OPTION 3

WORK DESCRIPTION - FSR 141H OPTION 4

WORK DESCRIPTION - FSR 141 OPTION 6

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Sheets and Views
FSR 141H Drawings-Cover
FSR 141H Drawings-MAP
FSR 141H Drawings-GN
FSR 141H Drawings-TYP1
FSR 141H Drawings-TYP2
FSR 141H Drawings-TYP3
FSR 141H Drawings-TYP4
FSR 141H Drawings-WD1
FSR 141H Drawings-WD2
2021-03-09T12:46:00-0700
NICHOLAS WARNKE

File details come from the government source that posted it. Updated .