J7E - Wolf Ford Final Plan Set 11x17 10-10-23.pdf

SHEET OF

PISGAH NATIONAL FOREST

NANTAHALA NATIONAL FOREST

TRANSYLVANIA COUNTY

NORTH CAROLINA

PISGAH RANGER DISTRICT

PISGAH NATIONAL FOREST

WOLF FORD ROAD FILL STABILIZATION

United States Department of Agriculture

Forest Service

Region 8 - Southern Region

RECOMMENDED BY:

APPROVED:

DATE

/10

/23

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FOREST SUPERVISOR

FOREST LOCATION

ENGINEERING STAFF OFFICER

DATE

DISTRICT RANGER

DATE

TRAVEL DIRECTIONS:

HEAD WEST TOWARD US-276 N (453 FT)

TURN RIGHT ONTO US-276 N (10.1 MI)

TURN RIGHT ONTO NATIONAL FOREST RD/YELLOW GAP RD (3.3 MI)

TURN RIGHT ONTO S MILLS RIVER RD (1.2 MI)

VICINITY MAP

1 18

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET 10-10-23

2 SITE MAP 10-03-23

3 SUMMARY OF QUANTITIES 10-10-23

4 GENERAL NOTES 9-25-23

WORK LIST (1)

10-10-23

WORK LIST (2)

10-04-23

7 TYPICAL SECTIONS 9-25-23

8 TRAFFIC CONTROL DETAIL 10-04-23

9 CMP CULVERT DETAIL 9-25-23

10 CMP DITCHING DETAIL 9-25-23

11 CMP ALIGNMENT DETAIL 9-25-23

12 EROSION CONTROL DETAIL 9-25-23

13 DEEP PATCH DETAILS 10-03-23

14 GABION DETAIL 9-25-23

15 EXISTING SITE VIEW 9-25-23

16 PROPOSED PLAN & PROFILE 10-04-23

17 PROPOSED CROSS SECTIONS 9-28-23

18 PROPOSED PLAN & PROFILE OPTION 2 10-04-23

AutoCAD SHX Text WOLF FORD ROAD - FS No. 476

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ASHEVILLE

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CHARLOTTE

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MURPHY

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WAYNESVILLE

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CHEROKEE

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ANDREWS

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MT AIRY

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HENDERSONVILLE

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SYLVA

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FRANKLIN

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STATESVILLE

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HICKORY

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MORGANTON

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ROBBINSVILLE

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BRYSON CITY

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HIGHLANDS

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CASHIERS

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WESTERN NORTH CAROLINA

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APPROX. SCALE IN MILES

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PROJECT LOCATION

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BOONE

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BLOWING ROCK

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GASTONIA

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WILKESBORO

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MARS HILL

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HOT SPRINGS

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WINSTON-SALEM

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RUTHERFORDTON

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MARION

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BURNSVILLE

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SPRUCE PINE

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BREVARD

NC-476-1.20

MP 1.20

STA. 63+36

Lat: 35.367750

Long: -82.740080

V-01DRAWN

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

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

SITE MAP

2 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

Feet

0 800 1600

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E

G-01DRAWN

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

/10

/23

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

SUMMARY OF

QUANTITIES

3 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

1) ITEM 15201 CONSTRUCTION SURVEY AND STAKING - CONTROL POINTS HAVE BEEN ESTABLISHED AT AN ASSUMED COORDINATE SYSTEM. THE SURVEY WAS COMPLETED IN 2023. THE CONTRACTOR'S STAKING SURVEY WILL NEED TO BE VERIFIED BY THE CO

PRIOR TO BEGINNING WORK.

2) CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY STAKES AND MONUMENTS, QUALITY CONTROL, AND SAMPLING AND TESTING, NO SEPARATE PAYMENT WILL BE MADE.

3) CLEARING REQUIRED FOR CONSTRUCTION, RECONSTRUCTION, MAINTENANCE, INSTALLATION OF OUTLET DITCHES, CULVERT INSTALLATIONS AND RIPRAP PLACEMENT IS INCIDENTAL TO THAT WORK REQUIREMENT AND NO SEPARATE PAYMENT WILL BE MADE

4) SOIL EROSION AND POLLUTION CONTROL: INSTALLATION AND MAINTENANCE OF ALL EROSION AND POLLUTION CONTROL DEVICES SHALL BE INCIDENTAL TO SOIL EROSION & POLLUTION CONTROL BID ITEM UNLESS OTHERWISE IDENTIFIED IN THE BID

SCHEDULE.

5) UNSUITABLE EXCAVATION: WASTE MATERIAL PRODUCED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE HAULED TO THE DISPOSAL SITES SPECIFIED IN THE SCHEDULE. THE LOCATION(S) SHALL BE DETERMINED BY THE CO.

6) AGGREGATE SURFACE COURSE: THIS ITEM INCLUDES ALL ABC STONE USED IN PROJECT, INCLUDING SURFACING, PIPE BEDDING, SHOULDERS, TURNOUTS, TURNAROUNDS, & CURVE WIDENING.

7) GABION BASKETS: STONE, GEOTEXTILE, AND ALL OTHER MATERIALS REQUIRED TO COMPLETE THIS ARE INCIDENTAL TO PAY ITEM 20701. UPON COMPLETION OF GABION BASKET INSTALLATION, TOP SOIL CONSERVED FROM EXCAVATION SHOULD BE PLACED ON

TOP OF THE EXPOSED GABION FACES AT A DEPTH OF 2 INCHES AND SEEDED/MULCHED/FERTILIZED.

8) GEOGRID: ROADWAY EXCAVATION, PLACEMENT, AND COMPACTION REQUIRED TO COMPLETE PAY ITEM IS INCIDENTAL TO THE PAY ITEM 20701.

BASE BID SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION

QUANTITY

UNIT

15101 MOBILIZATION 1 LS

15201

CONSTRUCTION SURVEY AND STAKING, CENTERLINE STAKING, SLOPE STAKING, TOLERANCE CLASS B

1 LS

15713 SOIL EROSION AND POLLUTION CONTROL 1 LS

20301

REMOVE EXISTING CMP CULVERT, DISPOSAL METHOD A

1 EA

20701

GEOGRID, PET COATED, TYPE III, COMPACTION METHOD 3

150 SY

21202

LINEAR GRADING, COMPACTION METHOD 2

1 LS

25302

GABION BASKET, WIRE TYPE TWISTED, COATING PET

36 CY

30208B

AGGREGATE SURFACE COURSE, NCDOT ABC, COMPACTION METHOD 2

25 TON

60201

CULVERT WITH CATCH BASIN, 24 INCH CMP, COMPACTION METHOD 2

60 LF

62502

SEEDING, MULCHING & FERTILIZING

1 LS

63308 BI-DIRECTIONAL DELINEATOR 4 EA

OPTION 1 SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION

QUANTITY

UNIT

20209

SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD F

1.27 MILE

20301

REMOVE EXISTING CMP CULVERT, DISPOSAL METHOD A

3 EA

25101

PLACED RIPRAP, NCDOT CLASS 1

15 TON

30208A

AGGREGATE SURFACE COURSE, RR BALLAST, COMPACTION METHOD 2

130 TON

30208B

AGGREGATE SURFACE COURSE, NCDOT ABC, COMPACTION METHOD 2

190 TON

30315

ROADWAY RECONDITIONING, COMPACTION METHOD 2

1.27 MILE

60201

CULVERT WITH CATCH BASIN, 24 INCH CMP, COMPACTION METHOD 2

95 LF

OPTION 2 SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION

QUANTITY

UNIT

20701

GEOGRID, PET COATED, TYPE III, COMPACTION METHOD 3

50 SY

25302

GABION BASKET, WIRE TYPE TWISTED, COATING PET

12 CY

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G-02DRAWN

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

/10

/23

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

GENERAL NOTES

4 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

GENERAL NOTES:

1. FOR THIS PROJECT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS AND FOREST

SERVICE SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROJECT SPECIFICATIONS WILL BE USED, HEREINAFTER REFERRED TO AS FP-14 SPEC.

2. STORAGE OF ALL EQUIPMENT ON SITE WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION

APPROVED BY THE CONTRACTING OFFICER.

3. CONSTRUCTION EQUIPMENT SHALL BE CONFINED TO THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

4. ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO NATIONAL FOREST ROADS DUE TO TRANSPORTATION OF CONTRACTOR'S

EQUIPMENT AND OR MATERIALS.

6. CONTRACTOR SHALL SUBMIT AN EROSION & POLLUTION CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO ANY EARTH

DISTURBING ACTIVITIES.

7. DURING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING WHEREVER ROAD CROSSES FLOWING WATER.

CONTRACTOR SHALL DEWATER THROUGH DIVERSION OF WATER OR DAMMING. WHEN DEWATERING IS NECESSARY, DEWATER ACCORDING TO

FP-14 AND CONTRACTOR SHALL FOLLOW BMP'S TO ENSURE QUALITY.

8. EACH CULVERT'S LOCATION, LENGTH AND SKEW SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER

PRIOR TO ORDERING.

9. DISTURBANCE OF SLOPES SHALL BE LIMITED TO MOWING OR HAND-CLEARING EXCEPT WHEN WIDENING OR OTHER WORK IS SHOWN ON THE

DESCRIPTION OF WORK.

10. WOODY MATERIAL CUT DURING CULVERT INSTALLATION SHALL BE WINDROWED ALONG ROAD'S FILL SLOPE

11. TO FACILITATE WINDROW CONSTRUCTION THE CONTRACTOR MAY, AT THEIR OPTION CLEAR 5 FEET BEYOND THE TOE OF FILLS IN DENSE AREAS.

12. EXISTING CULVERTS TO BE REMOVED ARE THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LANDS AND

DISPOSED OF PROPERLY.

13. ALL SLOPES ARE SHOWN AS VERTICAL-TO-HORIZONTAL DISTANCE (V:H)

14. FILL SLOPE= 1V:1.5H, CUT SLOPE=1V:1H, OR AS STAKED BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR)/ENGINEERING REPRESENTATIVE

(ER) OR AS SHOWN ON THE PLANS.

15. WOODY MATERIAL GREATER THAN 2" IN DIAMETER OR LONGER THAN 3' SHALL NOT BE INCORPORATED INTO CONSTRUCTED FILLS.

16. DEPTHS OF MATERIALS SHOWN ON THE PLANS ARE FINAL IN-PLACE COMPACTED DEPTHS.

17. ALL RIPRAP SHALL BE PLACED BY HAND OR MACHINE, NOT SIDE CAST OR END DUMPED.

18. ALL PERMANENT SIGNS SHALL BE SECURED WITH TAMPER-RESISTANT HARDWARE APPROVED BY THE CONTRACTING OFFICER.

19. PRIOR TO ANY EXCAVATION, CALL "NORTH CAROLINA ONE-CALL CENTER" AT 1-800-632-4949.

20. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL INCLUDING TEMPORARY SIGNING AND PROTECTION OF THE PUBLIC. SIGNAGE

BEYOND THOSE SHOWN ON THE DRAWINGS MAY BE REQUIRED.

21. TRAFFIC CONTROL SIGNS SHALL CONFORM TO MUTCD SPECIFICATIONS LATEST EDITION.

22. ALL DRAINAGE STRUCTURES TO BE INSTALLED SHALL BE INSTALLED TO DRAIN. ON ROADS TO BE RECONDITIONED, ALL EXISTING DRAINAGE

STRUCTURES SHALL BE RECONDITIONED FOR BEST POSSIBLE DRAINAGE.

23. STATIONS/MILEPOSTS IDENTIFIED FOR AGGREGATE PLACEMENT ARE FULL DEPTH, CONTRACTOR SHALL TAPER AGGREGATE 10' AHEAD AND BACK

OF THE DEFINED STATION/MILEPOST, FOR A SMOOTH TRANSITION.

24. ALL STAKES AND FLAGGING IN THE FIELD THAT WERE USED FOR PROJECT IMPLEMENTATION SHALL BE GATHERED & REMOVED FROM FOREST

LAND BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THIS WORK IS CONSIDERED PART OF MOBILIZATION AND NO

SEPARATE PAYMENT WILL BE MADE.

CONSTRUCTION STAKES-G1-9

CENTERLINE

18"

F

10.4

26.4

:1

W2

RP

C1.9

C9.8

21.8

1:1

C

9.8

21.8

1:1

D

C

1.3

RP

CUT SLOPE STAKE FILL SLOPE STAKE

REFERENCE STAKE REFERENCE STAKE

RP

F1.2

F10.4

26.6

:1

W2

24"

FACE TOWARD

BEGINNING STATION

OF PROJECT

FACE TOWARD

CENTERLINE

FACE TOWARD

CENTERLINE

RP

2"

PAINTED TOP 2 INCHES

AS ORANGE GLOW

TOPS.

NOTE ANY CHANGE TO BASIC

ROAD TEMPLET: CURVE

WIDENING, FILL WIDENING

OR SUPER ELVATION

SEEDING NOTES:

1. SEEDING DATES SHALL BE FROM APRIL 1 TO SEPTEMBER 30.

2. SEED ALL DISTURBED AREAS, EXCEPT THE ROAD SURFACE. NO DISTURBED AREAS WILL BE LEFT WITHOUT SEEDING

FOR MORE THAN 15 DAYS AND IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED.

3. SEEDING MIXTURES SHALL BE AS FOLLOWS:

APRIL 1 - JUNE 15

ANNUAL RYE 8 LBS PER ACRE

GRAIN OATS 40 LBS PER ACRE

VIRGINIA WILD RYE 10 LBS PER ACRE

CREEPING RED FESCUE 10 LBS PER ACRE

PARTRIDGE PEA 2 LBS PER ACRE

JUNE 15 - SEPTEMBER 1

FOXTAIL MILLET 16 LBS PER ACRE

ROUNDTOP MILLET 16 LBS PER ACRE

VIRGINIA WILD RYE 10 LBS PER ACRE

CREEPING RED FESCUE 10 LBS PER ACRE

PARTRIDGE PEA 2 LBS PER ACRE

4. FERTILIZER SHALL BE 17-17-17 APPLIED AT 500 LBS. PER ACRE

5. AGRICULTURAL LIME SHALL BE APPLIED AT 2,000 LBS. PER ACRE

6. CERTIFIED WEED-FREE STRAW MULCH SHALL BE APPLIED AT 80 BALES PER ACRE

7. DISTURBED OR NEWLY CONSTRUCTED SLOPES WITHIN 25' OF STREAM COURSE SHALL BE IMMEDIATELY PROTECTED BY

SEEDING WITH MIXTURES MENTIONED ABOVE AND COVERING WITH STRAW, MULCH, AND SMALL LIMBS. THIS ADDITIONAL

SEEDING SHALL BE DONE THE SAME DAY AS THE DISTURBANCE (WHETHER COMPLETED OR NOT)

8. WHEN WORK IS PERFORMED OUTSIDE THE SPECIFIED SEEDING SEASON AND EROSION CONTROL MEASURES NEEDED

TO CONTROL SEDIMENTATION ARE IN EXCESS OF THOSE SHOWN IN THE SCHEDULE OF ITEMS, THE ADDIDTIONAL

MEASURES SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR THE EROSION CONTROL PLAN FILED BY THE

CONTRACTOR SHALL INCLUDE THESE MEASURES TO BE TAKEN.

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G-03DRAWN

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

/10

/23

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

WORK LIST (1)

5 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

ROAD WORKLIST

NFSR 476

BEGIN

STA.

END

STA.

PAY

ITEM

WORK DESCRIPTION

QTY

UNIT

0.00

BEGIN ROAD WORK

1.27 20915

BEGIN ROADWAY RECONDITIONING, COMPACTION METHOD 2

1.27 MILE

1.27 20209

BEGIN SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD F

1.27 MILE

0.03

EXISTING 18 INCH CMP

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

0.04 EXISTING GATE

0.47

EXISTING 30 INCH CMP CULVERT

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

0.50

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

15 TON

30208A

PLACE AGGREGATE RR BALLAST, COMPACTION METHOD 3

20 TON

0.53

EXISTING 18 INCH CMP CULVERT

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

5 TON

0.55

20301

REMOVE EXISTING 18 INCH CMP CULVERT, DISPOSAL METHOD A

1 EA

60201

INSTALL CULVERT WITH CATCH BASIN, 24 INCH CMP, 16 GAGE,

COMPACTION METHOD 2

30 LF

CLEAN CULVERT RUNOUT DITCH (INCIDENTAL TO ROADWAY

RECONDITIONING)

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

30 TON

30208A

PLACE AGGREGATE RR BALLAST, COMPACTION METHOD 3

10 TON

0.60 EXISTING GATE

0.70

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

25 TON

30208A

PLACE AGGREGATE RR BALLAST, COMPACTION METHOD 3

40 TON

0.73

EXISTING 18 INCH CMP CULVERT

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

0.77

20301

REMOVE EXISTING 18 INCH CMP CULVERT, DISPOSAL METHOD A

1 EA

60201

INSTALL CULVERT WITH CATCH BASIN, 24 INCH CMP, 16 GAGE,

COMPACTION METHOD 2

35 LF

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

10 TON

0.78

30208A

PLACE AGGREGATE RR BALLAST, COMPACTION METHOD 3

5 TON

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

10 TON

0.82

EXISTING CMP CULVERT

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

0.89

20301

REMOVE EXISTING 18 INCH CMP CULVERT, DISPOSAL METHOD A

1 EA

60201

INSTALL CULVERT WITH CATCH BASIN, 24 INCH CMP, 16 GAGE,

COMPACTION METHOD 2

30 LF

30208A

PLACE AGGREGATE RR BALLAST, COMPACTION METHOD 3

25 TON

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

20 TON

ROAD WORKLIST

NFSR 476

BEGIN

STA.

END

STA.

PAY

ITEM

WORK DESCRIPTION

QTY

UNIT

1.01

EXISTING 18 INCH CULVERT

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

1.02

25101

PLACED RIPRAP, NCDOT CLASS 1

15 TON

Use riprap to repair fill slope erosion

1.05

EXISTING 18 INCH CMP CULVERT

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

1.13 60201

INSTALL CULVERT WITH CATCH BASIN, 24 INCH CMP, 16 GAGE

COMPACTION METHOD 2 (BASE BID ITEM)

30 LF

1.14 EXISTING ROAD FAILURE

1.18

20301

REMOVE EXISTING 18 INCH CMP CULVERT, DISPOSAL METHOD A

1 EA

60201

INSTALL CULVERT WITH CATCH BASIN, 24 INCH CMP, COMPACTION

METHOD 2 (BASE BID ITEM)

30 LF

1.19

EXISTING CMP CULVERT

CLEAN CULVERT AND CATCH BASIN (INCIDENTAL TO ROADWAY

RECONDITIONING)

30208B

PLACE AGGREGATE NCDOT ABC, COMPACTION METHOD 2

100 TON

30208A

PLACE AGGREGATE RR BALLAST, COMPACTION METHOD 3

30 TON

Use the stone to raise the profile of the entrenched section of the roadway and correct any abnormalities with the road.

1.27

END ROADWAY RECONDITIONING

END SELECTIVE CLEARING

END ROAD WORK

ROAD FILL STABILIZATION SITE WORKLIST (BASE BID)

NFSR 476

BEGIN

STA.

END

STA.

PAY

ITEM

WORK DESCRIPTION

QTY

UNIT

0+00

BEGIN SITE WORK

1+00 21202

BEGIN LINEAR GRADING, COMPACTION METHOD 2

1 LS

1+00 30208B

BEGIN AGGREGATE NCDOT ABC, COMPACTION METHOD 2

25 TON

Construct according to typical section 1 and the proposed surface.

0+14 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

0+29 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

0+30

0+66 25302

GABION BASKET, WIRE TYPE DOUBLE TWIST, COATING PVC

36 CY

0+66 20701

GEOGRID, PET COATED, TYPE 5, COMPACTION METHOD 3

150 SY

0+67 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

0+82 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

1+00

END LINEAR GRADING

END AGGREGATE NCDOT

END SITE WORK

NOTES:

1. UNLESS OTHERWISE SPECIFIED, RAILROAD BALLAST IS TO BE USED TO REPAIR LOW SPOTS/POTHOLES ALONG THE ROADWAY AND ABC STONE IS TO

BE PLACED ON TOP OF THE RAILROAD BALLAST AS ROAD SURFACING.

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G-04DRAWN

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

/10

/23

:5 5 J

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_Q

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SA

ND

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G;

(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

WORK LIST (2)

6 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

ROAD FILL STABILIZATION SITE WORKLIST (BASE W/ OPTION 2)

NFSR 476

BEGIN

STA.

END

STA.

PAY

ITEM

WORK DESCRIPTION

QTY

UNIT

0+00

BEGIN SITE WORK

1+00 21202

BEGIN LINEAR GRADING, COMPACTION METHOD 2

1 LS

1+00 30208B

BEGIN AGGREGATE NCDOT ABC, COMPACTION METHOD 2

25 TON

Construct according to typical section 1 and the proposed surface.

0+08 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

0+23 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

0+24

0+72 25302

GABION BASKET, WIRE TYPE DOUBLE TWIST, COATING PVC

48 CY

0+72 20701

GEOGRID, PET COATED, TYPE 5, COMPACTION METHOD 3

200 SY

0+73 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

0+88 63308

INSTALL BI-DIRECTIONAL DELINEATOR, RIGHT SHOULDER

1 EA

1+00

END LINEAR GRADING

END AGGREGATE NCDOT

END SITE WORK

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G-05DRAWN

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

/4/

:3 5 J

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

TYPICAL SECTIONS

7 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

ROADSIDE CLEARING AND ROAD RECONDITIONING W/DITCH

NOT TO SCALE

2'

C

L

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST. OTHERWISE

MAINTAIN EXISTING.

5'

ROADSIDE

CLEARING

OUTER LIMITS

5'

ROADSIDE

CLEARING

OUTER LIMITS

5'

6'

5'

4%

2'

C

L

6'

SUBGRADE

FILL SLOPE

CLEARING

OUTER LIMITS

CUT SLOPE

CLEARING

OUTER LIMITS

1V:2H

TYPICAL

VARIABLE DEPTH

COMPACTED THICKNESS

1V:1.5H

FILL SLOPE

1V:1H

CUT SLOPE

TYPICAL SECTION 1

NOT TO SCALE

LIMITS OF EXCAVATION,

EMBANKMENT, OR

SHAPING AND FINISHING

LIMITS OF EXCAVATION,

EMBANKMENT, OR

SHAPING AND FINISHING

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DRAWINGS

NOT TO SCALE

NOTES:

1. ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) LATEST EDITION.

2. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SPECIFICATIONS.

3. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE.

4. REFER TO FP-03 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING, USE ASTM D 4956 TYPE I, "ENGINEERING GRADE". FOR

POSTED SPEEDS GREATER THAN 35 MPH USE TYPE VII "SUPER-HIGH-INTENSITY, PRISMATIC SHEETING".

5. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR MATERIAL APPROVED BY THE CONTRACTING OFFICER.

6. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ALONG THE RIGHT HAND SIDE OF

APPROACHING TRAFFIC.

7. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" CARRIAGE BOLTS.

PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS SUCH THAT WIND OR OTHER AGENTS

CANNOT READILY UPSET THE SIGN.

8. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA.

9. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS OTHER THAN

THOSE PICTURED MAY BE USED PROVIDED THEY ARE IN CONFORMANCE WITH MUTCD STANDARDS AND APPROVED IN WRITING BY

THE CONTRACTING OFFICER.

10. IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND ELECTRIC LIGHTS

SHALL BE PLACED AND MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION.

11. ADDITIONAL SIGNS MAY BE REQUIRED AS DIRECTED BY THE CONTRACTING OFFICER.

12. ALL SIGNS ARE TEMPORARY. SIGNAGE SHALL BE REMOVED WITHIN TWO WEEKS OF FINAL ACCEPTANCE.

13. TYPE III BARRICADES SHALL BE PLACED ON EITHER SIDE OF UNCOMPLETED CONSTRUCTION SITES WHEN NO CONSTRUCTION

ACTIVITIES ARE IN PROGRESS AS APPROVED BY THE CONTRACTING OFFICER.

ROAD

CLOSED

DETOUR

CLOSED

ROAD

AHEAD

WORK

ROAD

6'-12'

2' MIN.

45°'

TYP.

2' MIN.

4' MIN.

NOTE: STRIPES ARE 6" WIDE, ALTERNATING ORANGE AND WHITE

BE

PREPARED TO

STOP

ROAD

WORK

AHEAD

END

ROAD WORK

SLOW TRAFFIC

AHEAD

TRUCKS

HAULING

DETOUR

AHEAD

DETOUR

500 FT

FRESH

OIL

LOOSE

GRAVEL

TRUCK

CROSSING

ONE LANE

BRIDGE

ROUGH

ROAD

LW21-15

36" X 36" MIN.

R11-2

48" X 30"

W20-2d

36" x 36" MIN.

W3-4

36" x 36" MIN.

W 20-1

36" x 36" MIN.

W23-1

48" x 24" MIN.

G20-2

36" x 18" MIN.

W20-2

36" x 36" MIN.

M4-10

48" x 18"

RIGHT OR LEFT

DETOUR

W21-2

30" x 30" MIN.

W8-7

30" x 30" MIN.

W8-6

30" x 30" MIN.

W5-3

36" x 36" MIN.

W8-8

30" x 30" MIN.

W21-7a

36" x 36" MIN.

W21-1a

36" x 36" MIN.

SUPPORT VARIES SUPPORT VARIES POSTS OR SKIDS

TYPE III BARRICADE

TYPE II BARRICADETYPE I BARRICADE

G-06DRAWN

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

/4/

:3 5 J

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

TRAFFIC CONTROL

DETAIL

8 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

CONSTRUCTION SIGN SCHEDULE

SIGN STATION LOCATION TEXT

BI-DIRECTIONAL DELINEATOR 0+14 RIGHT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR 0+29 RIGHT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR 0+67 RIGHT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR 0+82 RIGHT SHOULDER N/A

DELINEATOR DETAIL

NOT TO SCALE

BI-DIRECTIONAL DELINEATOR

TOP VIEW

U-POST

DELINEATORS

TRAVEL DIRECTION

WHITE DIAMOND

REFLECTOR

BOLT

I N

I N

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%%UTYPICAL INSTALLATIONS

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NOTES:

1. BACK FILL ALL CULVERTS WITH SUITABLE MATERIAL APPROVED BY THE CONTRACTING OFFICER. PLACE IN 6-INCH LAYERS, USING COMPACTION METHOD

B, IN ACCORDANCE WITH FP-14, 209 STRUCTURE EXCAVATION AND BACKFILL. WHEN SUITABLE MATERIAL CANNOT BE OBTAINED ON SITE ABC STONE

SHALL BE USED AS BACKFILL WHEN APPROVED BY THE CONTRACTING OFFICER.

2. REFER TO THE DESCRIPTION OF WORK AND/OR CULVERT SCHEDULE FOR INLET/OUTLET PROTECTION LOCATIONS. REFER TO CULVERT INLET/OUTLET

PROTECTION SHEET FOR CONSTRUCTION INFORMATION.

3. CAMBER ALL CULVERTS AS SHOWN IN CAMBER TYPICAL WITH MAXIMUM CAMBER UNDER CENTER OF FILL.

4. PROVIDE FOR A 25' TRANSITION GRADE INTO INLET OF CULVERT.

5. ALL EXCAVATION AND TRENCHING OPERATIONS SHALL CONFORM TO OSHA REQUIREMENTS.

6. DO NOT OPERATED ANY HEAVY EQUIPMENT OVER ANY CULVERT UNTIL IT HAS BEEN PROPERLY BACK FILLED WITH A MINIMUM OF 1-FOOT COVER.

7. CULVERTS SHALL BE INSTALLED AS STAKED, WITH A MINIMUM OF 8% SLOPE WHERE POSSIBLE.

8. MINIMUM LENGTHS OF PIPE FOR ANY INSTALLATION SHALL NOT BE LESS THAN 10' SECTIONS. CULVERT INSTALLATIONS OF 40 L.F. OR LESS SHALL

CONSIST OF ONE PIECE OF CULVERT UNLESS APPROVED BY THE CONTRACTING OFFICER.

9. STAKED CULVERT LENGTHS SHALL BE FIELD MEASURED, CONFIRMED, AND APPROVED BY THE THE CO PRIOR TO ORDERING OF CULVERTS.

10. FIELD CUTTING OF CULVERT IS NOT PERMITTED UNLESS APPROVED BY THE CONTRACTING OFFICER. WHERE SPELTER COATING HAS BEEN BRUISED OR

BROKEN IN THE SHOP, DURING SHIPPING, OR BY FIELD CUTTING REPAIRS SHALL BE IN ACCORDANCE E WITH AASHTO M36.

11. PLACE FILL AROUND CULVERTS IN LAYERS NOT TO EXCEED 6-INCHES LOOSE DEPTH. WHERE BEDDING MATERIAL IS REQUIRED USE ABC STONE.

G-07DRAWN

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

/4/

:3 5 J

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

CMP CULVERT DETAIL

9 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

AutoCAD SHX Text

BACKFILL, SEE NOTE 1

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OUTLET PROTECTION, SEE NOTE 2

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OUTLET PROTECTION, SEE NOTE 2

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CULVERT AFTER SETTLEMENT

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CULVERT AFTER INSTALLATION

AutoCAD SHX Text CAMBER SHALL BE ON A CURVE WITH NO POINT ALONG THE CULVERT INVERT BEING HIGHER THAN THE INVERT AT THE INLET MININUM CAMBER 1% OF PIPE LENGTH

AutoCAD SHX Text

TYPICAL CULVERT FILL SECTION INSTALLATION

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INVERT

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TYPICAL CULVERT SIDEHILL SECTION INSTALLATION

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SLOPE VARIES

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TYPICAL CMP ROUND CULVERT SECTION

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12" MINIMUM COVER

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CAMBER TYPICAL (SEE NOTE 3)

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2:1 SLOPE

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2:1 SLOPE

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TYPICAL CMP ARCH CULVERT SECTION

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COMPACT UNDER HAUNCHES

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BACKFILL, SEE NOTE 1

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MINIMUM OF 4' + D OR SPAN

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MINIMUM EXCAVATION LIMITS

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BACKFILL, SEE NOTE 1

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MIN. OF 2' + D OR SPAN

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UNSUITABLE FOUNDATION

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ROCK FOUNDATION

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DRAWINGS NOT TO SCALE

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SLOPE VARIABLE, CONSTRUCT AS STAKED

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SLOPE VARIABLE, CONSTRUCT AS STAKED

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BEDDING, FP-14, 209

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MIN.

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MIN.

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MIN.

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MIN.

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12" MINIMUM COVER

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BACKFILL, SEE NOTE 1

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BEDDING, FP-14, 209

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TYPICAL BEDDING

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2:1 SLOPE

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CATCH BASIN SEE "DITCH RELIEF CULVERT TYPICAL"

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G-08DRAWN

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

/4/

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SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

CMP DITCHING DETAIL

10 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

AutoCAD SHX Text

TYPICAL INSTALLATION WITH OUTLET DITCH CROSS SECTION VIEW

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DRAWINGS NOT TO SCALE

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CULVERT OUTLET SET BELOW NATURAL GROUND WITH RIPRAP OUTLET PROTECTION

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WASTE MATERIAL DOWN SLOPE SIDE

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OUTLET "V" DITCH PICTORIAL VIEW

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CMP GRADE (+) 2% CUT SLOPE 1 :112:1

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ROAD SHOULDER

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FILL SLOPE 1 :1 OR 12:1 OR AS STAKED

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2:1 SLOPE

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BOTTOM WIDTH MAY VARY WHEN CATCH BASIN IS CONSTRUCTED IN NATURAL DRAINAGE

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DITCH WIDTH

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SLOPE RATIO AS STAKED

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CULVERT

AutoCAD SHX Text SLOPE RATIO AS STAKED, MINIMUM SLOPE IS SLOPE OF INCOMING DITCH + 2% WHERE PRACTICABLE

AutoCAD SHX Text TOP OF CATCH BASIN CUT SLOPE BOTTOM OF CATCH BASIN CUT SLOPE NORMAL TOP OF CUT SLOPE

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EDGE OF ROAD

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DITCH BLOCK HEIGHT 6" BELOW SUBGRADE

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CULVERT

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PLAN VIEW TYPICAL DITCH RELIEF CULVERT

AutoCAD SHX Text NOTE: MATERIAL REMOVED IN THE MAINTENANCE, RECONDITIONING, & CLEANING OF CATCH BASINS & CULVERTS SHALL NOT BE DEPOSITED ON / OR ABOVE CUT SLOPES. MATERIAL MAY BE DEPOSITED NOT BE DEPOSITED ON / OR ABOVE CUT SLOPES. MATERIAL MAY BE DEPOSITED NOT BE DEPOSITED ON / OR ABOVE CUT SLOPES. MATERIAL MAY BE DEPOSITED BE DEPOSITED ON / OR ABOVE CUT SLOPES. MATERIAL MAY BE DEPOSITED ON FILL SLOPE TO A DEPTH OF NOT MORE THAN 4 INCHES WHEN APPROVED BY THE CONTRACTING NOT MORE THAN 4 INCHES WHEN APPROVED BY THE CONTRACTING NOT MORE THAN 4 INCHES WHEN APPROVED BY THE CONTRACTING MORE THAN 4 INCHES WHEN APPROVED BY THE CONTRACTING OFFICER. OTHERWISE ALL MATERIAL SHALL BE REMOVED FROM NATIONAL FOREST LANDS IN A LEGAL MANNER OR USED ELSEWHERE AS APPROVED BY THE CONTRACTING OFFICER.

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MINIMUM OF 4' FROM CULVERT INLET

CLEARING:

1. NO GRUBBING OR ROOT DISTURBANCE

2. REMOVE VEGETATION BY CUTTING OR MOWING

3. RECONDITION INLET CHANNEL, REMOVE ALL

DEBRIS AND OBSTRUCTION A MINIMUM OF 4' WIDE

AND 10 FEET LONG

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G-09DRAWN

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

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

CMP ALIGNMENT DETAIL

11 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

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4'X10' DEBRIS CLEAR ZONE

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G-10DRAWN

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

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

EROSION CONTROL

DETAIL

12 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

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TEMPORARY STRAW SILT CHECKS

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TEMPORARY SEDIMENT TRAP SECTION VIEW

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FILTER FABRIC MIRAFI 140NL OR EQUAL

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2"X2"X3' STAKES TO BE LEVEL WITH TOP OF BALE

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WOODEN STAKES

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LOOSE ROCK

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FILTER FABRIC MIRAFI 140NL OR EQUAL

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DRAINAGE CHANNEL

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TEMPORARY STRAW SEDIMENT TRAP PLAN VIEW

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DRAINAGE CHANNEL

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ORIGINAL GROUND

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KEY INTO THE GROUND 6" MINIMUM

AutoCAD SHX Text NOTES: 1. SEDIMENT BASIN. SEDIMENT BASIN. A. ALL SEDIMENT BASIN CUT AND FILL SLOPES SHALL BE 1V:2H OR FLATTER. B. ALL DISTURBED AREAS SHALL BE SEEDED ACCORDING TO APPLICABLE SPECIFICATIONS. C. CLEARING LIMITS SHALL BE APPROVED BY THE COR/ER PRIOR TO CONSTRUCTION. C. CLEARING LIMITS SHALL BE APPROVED BY THE COR/ER PRIOR TO CONSTRUCTION. D. MATERIAL FROM EXCAVATION SHALL BE USED TO CONSTRUCT BERM AS SHOWN OR SHALL BE INCORPORATED INTO THE ROAD BED AS APPROVED BY CONTRACTING OFFICER. 2. SILT FENCE. SILT FENCE. A. THE SKIRT TO BE ANCHORED IN A TRENCH 8" DEEP AND 4" WIDE WITH BACKFILL COMPACTED. B. SILT FENCE SHALL BE PREFABRICATED WITH 1- " SQUARE HARDWOOD POSTS, MIRAFI SILT " SQUARE HARDWOOD POSTS, MIRAFI SILT FENCE OR EQUAL. C. INSTALL AS NEEDED FOR EROSION CONTROL OR AS DIRECTED BY THE CONTRACTING OFFICER. 3. TEMPORARY SEDIMENT TRAP. TEMPORARY SEDIMENT TRAP. A. TO BE INSTALLED AT END OF DIVERSION DITCH. B. FILTER FABRIC SHALL BE KEYED INTO GROUND AT A DEPTH OF 8" AND COMPACTED BY HAND TAMPING. C. SEDIMENT TRAPS SHALL BE PLACED PRIOR TO EXCAVATION AND REMOVED AS DIRECTED BY CONTRACTING OFFICER D. USE A MINIMUM OF 4 BALES FOR EACH TRAP. E. LOOSE ROCKS SHALL BE APPROPRIATE SIZE TO RETAIN FABRIC IN PLACE. 5. CONTRACTOR SHALL SUBMIT AN EROSION & POLLUTION CONTROL PLAN TO THE CONTRACTING CONTRACTOR SHALL SUBMIT AN EROSION & POLLUTION CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 6. SEDIMENT CONTROL MEASURES TO BE USED AT LOCATIONS REQUIRED BY THE EROSION SEDIMENT CONTROL MEASURES TO BE USED AT LOCATIONS REQUIRED BY THE EROSION CONTROL PLAN, AS SHOWN ON THESE PLANS, AND/OR AS DIRECTED BY THE CONTRACTING OFFICER.

AutoCAD SHX Text

GROUND LEVEL

AutoCAD SHX Text 1- " X 1- " POSTS @ 7'-8" 12" X 1- " POSTS @ 7'-8" 12" POSTS @ 7'-8" @ 7'-8" 7'-8" CENTER-TO-CENTER TYPICAL

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MIRAFI 100X

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SECTION

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ELEVATION

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STRAW BALES

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SEDIMENT BASIN PLAN VIEW

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SEDIMENT BASIN SECTION A-A

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BERM

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SECTION

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PLAN

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WING DITCH TYPICAL

AutoCAD SHX Text NOTE: 1. SEE DESCRIPTION OF WORK FOR WING DITCH SEE DESCRIPTION OF WORK FOR WING DITCH LENGTH & STATION OF WIND DITCH

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DOWNGRADE

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ROAD

AutoCAD SHX Text NOTE: USE A MINIMUM OF 4 BALES FOR USE A MINIMUM OF 4 BALES FOR EACH TRAP AND PEGGED AND/OR STAKED IN PLACE.

AutoCAD SHX Text NOTES: SILT CHECKS ARE TO BE USED AT LOCATIONS SHOWN ON SILT CHECKS ARE TO BE USED AT LOCATIONS SHOWN ON PLANS OR APPROVED BY COR/ER

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12'

V

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CRUSHED AGGREGATE

SURFACING

PROFILE GRADE LINE

4%

10'

3.5'

REINFORCEMENT

(20701

BOTTOM OF

EXCAVATION

SELECT BACKFILL COMPACTED

IN 6" (MAX) THICK LIFTS,

COMPACTION METHOD 2

R O

A D

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E

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SURFACING

BOTTOM OF

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G-11DRAWN

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

/10

/23

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

DEEP PATCH DETAILS

13 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

F

T

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INSTALL GEOGRID BETWEEN

GABION BASKETS AND

ATTACH WITH HOG RINGS

INSTALL AND ATTACH GEOGRID

UNDER GABION BACKET WITH

HOG RINGS

ATTACH GABION BASKETS

WITH HOG RINGS

GABION BASKET DETAIL

NOT TO SCALE

ROTATE GABION BASKETS

6 DEGREES AS SHOWN

F

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INSTALL AND ATTACH GEOGRID

ABOVE GABION BACKET

ATTACH GEOGRID TO GABION

BASKETS WITH HOG RINGS

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PLACE CLASS 1 NONWOVEN TYPE A

GEOTEXTILE AT THE TOP AND REAR

FACE OF THE GABION BASKETS.

THE GEOTEXTILE MAY BE CUT TO

ATTACH THE GEOGRID TO THE

GABION BASKETS

FILL GABION BASKETS

WITH CLASS B STONE

GEOGRID PLACEMENT CROSS SECTION DETAIL [1]

NOT TO SCALE

GEOGRID PLACEMENT PROFILE DETAIL [2]

NOT TO SCALE

GEOGRID PLACEMENT TOP VIEW DETAIL [3]

NOT TO SCALE

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3' (TYP).

HEIGHT

3'

LID

DIAPHRAGMS

1. GABION BASKET WIRE DIAMETER SHALL BE 0.120" WITH 3" X 3" MESH OPENINGS.

2. SPIRAL BINDERS SHALL BE 0.150" IN DIAMETER AND AND SHALL BE USED FOR BASKET

ASSEMBLY AND BASKET TO BASKET CONNECTIONS.

3. ALTERNATE TYING FASTENERS SHALL NOT BE ALLOWED FOR BASKET TO BASKET CONNECTION.

4. STIFFENER WIRE SHALL BE 0.150" DIAMETER.

5. TYPICAL STIFFENER CONNECTIONS SHALL LOOP TWO MESH OPENINGS AT EACH END OF

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G-12DRAWN

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

/10

/23

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

GABION DETAIL

14 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

AutoCAD SHX Text

GABION BASKET NOMINAL SIZES AND CAPACITY

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TYPICAL END GABION CELL STIFFENERS

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TYPICAL INTERIOR GABION CELL STIFFENERS

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OPTIONAL STIFFENERS WELDED WIRE GABION BASKET (ALL CELLS)

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CP1

100.00

CP2

111.93

CP3

93.25

C-01DRAWN

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

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SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

EXISTING SITE VIEW

15 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

SURVEY CONTROL COORDINATE TABLE

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

1000 5000.0 10000.0 100.0 CP1

2000 5031.1 10022.6 111.9 CP2

3000 4992.2 9889.0 93.3 CP3

EXISTING 1 FT SURVEY

CONTOURS

ROADWAY FAILURE

EXISTING ROADWAY

EXTENTS

Feet

0 20 40

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

E L E

V A

T I O

N

F

E E

T

E L E

V A

T I O

N

F

E E

T

STATION (FEET)

PROPOSED ALIGNMENT PROFILE

0+00 0+50 1+001+00

S T

A

E L E

V

S T

A

E L E

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C-02DRAWN

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

/4/

:0 8 J

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(R08)

SOUTHERN REGION

WOLF FORD

ROAD FILL

STABILIZATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

PROPOSED PLAN &

PROFILE

16 18

J. RUIZ

J. CHILDS

J. CHILDS

10/04/23

EXISTING 1 FT CONTOURS

SURFACE

PROPOSED 1 FT

CONTOURS SURFACE

EXISTING ROAD

EXTENTS

BEGIN GABION AND

DEEP PATCH

INSTALLATION AT

STA. 0+30

END GABION AND DEEP

PATCH INSTALLATION

AT STA. 0+66

INSTALL 3'X3'X6'

GABIONS ACCORDING

TO THE GABION DETAIL

PROPOSED PROFILE

INSTALL BI-DIRECTIONAL

DELINEATOR 15 AND 1 FT

AWAY FROM THE FIRST

GABION

INSTALL BI-DIRECTIONAL

DELINEATOR 15FT AND 1

FT AWAY FROM THE LAST

GABION

EXISTING PROFILE

INSTALL 3'X3'X6' GABIONS AND

GEOGRID AS SHOWN IN THE

DEEP PATCH AND GABION

DETAILS

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

L

E V

A T

I O

N

F

E E

T

OFFSET (FEET)

0+00.00

0 10 20 300-10-20-30

E L

E V

A T

I O

N

F

E E

T

OFFSET (FEET)

0+25.00

0 10 20 300-10-20-30

E L