J8D - LittleYellowMtnFillSlopeRepair10.08.23.pdf

SHEET OF

PISGAH NATIONAL FOREST

NANTAHALA NATIONAL FOREST

MACON COUNTY

NORTH CAROLINA

NANTAHALA RANGER DISTRICT

NANTAHALA NATIONAL FOREST

NFSR 367 LITTLE YELLOW MOUNTAIN FILL SLOPE REPAIR

United States Department of Agriculture

Forest Service

Region 8 - Southern Region

RECOMMENDED BY:

APPROVED:

ENGINEERING STAFF OFFICER

DISTRICT RANGER

DATE

DATE

DATE

/3/

:0 4 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

CO

VE

RS

HE

ET

_L

YM

.D W

G;

FOREST SUPERVISOR

FOREST LOCATION

DISTRICT RANGER

DATE

DISTRICT RANGER

DATE

TRAVEL DIRECTIONS:

FROM THE NANTAHALA RANGER DISTRICT: TAKE SLOAN RD TO US-64 E (0.3 MI)

CONTINUE ON NC-28 S/US-64 E TO HIGHLANDS (19.9 MI)

TURN LEFT ONTO US-64 E (2.9 MI)

USE THE RIGHT LANE TO TAKE THE US-64 E/NC-28 RAMP TO HIGHLANDS/FRANKLIN (0.3 MI)

TURN RIGHT ONTO NC-28 S/US-64 E/HIGHLANDS RD (16.7 MI)

FOLLOW S 4TH ST AND CLEAR CREEK RD TO FOREST SRV RD (6.0 MI)

TURN RIGHT ONTO DILLARD RD (430 FT)

TURN LEFT ONTO SPRING ST (0.2 MI)

TURN RIGHT ONTO S 3RD ST (0.1 MI)

TURN RIGHT ONTO S 4TH ST (1.8 MI)

TURN RIGHT ONTO CLEAR CREEK RD (1.2 MI)

TURN RIGHT ONTO YELLOW MOUNTAIN RD (2.6 MI)

VICINITY MAP

1 13

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET 10/03/23

2 VICINITY MAP 08/10/23

3 SUMMARY OF QUANTITIES 10/03/23

4 GENERAL NOTES 08/10/23

5 WORK LIST 10/03/23

6 TYPICAL SECTIONS 05/18/23

7 TRAFFIC CONTROL DETAIL 08/10/23

8 EROSION CONTROL DETAIL 05/22/23

9 DEEP PATCH DETAILS 10/03/23

10 GABION DETAIL 05/22/23

11 EXISTING PLAN VIEW 08/10/23

12 PROPOSED PLAN & PROFILE 10/03/23

13 PROPOSED CROSS SECTIONS 10-03-23

AutoCAD SHX Text YELLOW MOUNTAIN ROAD - FS No. 367

AutoCAD SHX Text

ASHEVILLE

AutoCAD SHX Text

CHARLOTTE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MURPHY

AutoCAD SHX Text

WAYNESVILLE

AutoCAD SHX Text

CHEROKEE

AutoCAD SHX Text

ANDREWS

AutoCAD SHX Text

MT AIRY

AutoCAD SHX Text

HENDERSONVILLE

AutoCAD SHX Text

SYLVA

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

STATESVILLE

AutoCAD SHX Text

HICKORY

AutoCAD SHX Text

MORGANTON

AutoCAD SHX Text

ROBBINSVILLE

AutoCAD SHX Text

BRYSON CITY

AutoCAD SHX Text

HIGHLANDS

AutoCAD SHX Text

CASHIERS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WESTERN NORTH CAROLINA

AutoCAD SHX Text

APPROX. SCALE IN MILES

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BOONE

AutoCAD SHX Text

BLOWING ROCK

AutoCAD SHX Text

GASTONIA

AutoCAD SHX Text

WILKESBORO

AutoCAD SHX Text

MARS HILL

AutoCAD SHX Text

HOT SPRINGS

AutoCAD SHX Text

WINSTON-SALEM

AutoCAD SHX Text

RUTHERFORDTON

AutoCAD SHX Text

MARION

AutoCAD SHX Text

BURNSVILLE

AutoCAD SHX Text

SPRUCE PINE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BREVARD

50+00

70+00

NC-367-2.158

MP 2.158

Lat: 35.03010

Long: -83.22785

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

8/1 0/2

3 1 4:

JO

NA

TH

AN

CH

IL

DS

C :\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02

_R

OA

DS

T

EA

M

W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N

C2

0- 2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D

W G\

EX

IS

TI

NG

_L

YM

.D W

G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

VICINITY MAP

2 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

Feet

0 20 40

Feet

0 2000.0042 4000.0084

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

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

/3/

:0 4 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

DW

GS

_Q

TY

SA

ND

GE

NN

OT

ES

_L

YM

.D

W G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

SUMMARY OF

QUANTITIES

3 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

1) ITEM 15201 CONSTRUCTION SURVEY AND STAKING - CONTROL POINTS HAVE BEEN ESTABLISHED AT AN ASSUMED COORDINATE SYSTEM. THE SURVEY WAS COMPLETED IN 2023. THE 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. THE GABION BASKETS THEMSELVES WILL BE GOVERNMENT FURNISHED. 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 REQUIRED TO COMPLETE PAY ITEM IS INCIDENTAL TO THE PAY ITEM 20701.

SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION

QUANTITY

UNIT

15101 MOBILIZATION 1 LS

15201

CONSTRUCTION SURVEY AND STAKING, CENTERLINE STAKING

1 LS

15601 TEMPORARY TRAFFIC CONTROL 1 LS

15713 SOIL EROSION AND POLLUTION CONTROL 1 LS

20701

GEOGRID, PET COATED, TYPE 5, COMPACTION METHOD 3

250 SY

25302

GABION BASKET (GOV'T FURNISHED)

42 CY

30208

AGGREGATE SURFACE COURSE, NCDOT ABC, COMPACTION METHOD 2

60 TON

30315

ROADWAY RECONDITIONING, COMPACTION METHOD 2

0.2 MILES

62502

SEEDING, MULCHING & FERTILIZING

1 LS

63308 BI-DIRECTIONAL DELINEATOR 6 EA

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

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

/3/

:0 4 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

DW

GS

_Q

TY

SA

ND

GE

NN

OT

ES

_L

YM

.D

W G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

GENERAL NOTES

4 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

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.

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

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

/3/

:0 4 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

DW

GS

_Q

TY

SA

ND

GE

NN

OT

ES

_L

YM

.D

W G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

WORK LIST

5 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

RECONSTRUCTION WORKLIST

NFSR

BEGIN

STA.

END

STA.

PAY

ITEM

WORK DESCRIPTION

QTY

UNIT

- (0+18)

63308

INSTALL BI-DIRECTIONAL DELINEATOR, LEFT SHOULDER

1 EA

- (0+08)

63308

INSTALL BI-DIRECTIONAL DELINEATOR, LEFT SHOULDER

1 EA

0+00

0+66 BEGIN ROAD WORK

0+48 30315

BEGIN ROADWAY RECODITIONING, COMPACTION METHOD 2

0.02 MILE

CONSTRUCT ACCORDING TO TYPICAL SECTION 1.

0+48 30208

BEGIN AGGREGATE SURFACE COURSE, NCDOT ABC, COMPACTION

METHOD 2

20 TON

PLACE AT A COMPACTED DEPTH OF 4 INCHES ALONG THE ROADWAY.

0+02 63308

INSTALL BI-DIRECTIONAL DELINEATOR, LEFT SHOULDER

1 EA

0+03

0+45 25302

BEGIN GABION BASKET INSTALLATION, COMPACTION METHOD 3

42 CY

0+45 20701

BEGIN GEOGRID INSTALLATION, COMPACTION METHOD 2

250 SY

0+45

END GABION BASKET INSTALLATION

END GEOGRID INSTALLATION

0+46 63308

INSTALL BI-DIRECTIONAL DELINEATOR, LEFT SHOULDER

1 EA

0+48

END ROADWAY RECONDITIONING

END AGGREGATE SURFACE COURSE

0+56 63308

INSTALL BI-DIRECTIONAL DELINEATOR, LEFT SHOULDER

1 EA

0+66

63308

INSTALL BI-DIRECTIONAL DELINEATOR, LEFT SHOULDER

1 EA

END ROAD WORK

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

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

8/1 0/2

3 1 0:

JO

NA

TH

AN

CH

IL

DS

C :\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02

_R

OA

DS

T

EA

M

W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N

C2

0- 2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D

W G\

DW

GS

_D

ET

AI

LS

_L

YM

.D W

G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

TYPICAL SECTIONS

6 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

7 FT

5 FT

4 %

2 FT

F

T

C

L

8 FT

SUBGRADE

FILL SLOPE

CLEARING

OUTER LIMITS

1V:3H SHOULDER

SLOPE

6 INCH COMPACTED

THICKNESS

1V:1.25H

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

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

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-14 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-05DRAWN

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

8/1 0/2

3 1 0:

JO

NA

TH

AN

CH

IL

DS

C :\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02

_R

OA

DS

T

EA

M

W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N

C2

0- 2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D

W G\

DW

GS

_D

ET

AI

LS

_L

YM

.D W

G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

TRAFFIC CONTROL

DETAIL

7 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

CONSTRUCTION SIGN SCHEDULE

SIGN STATION LOCATION TEXT

BI-DIRECTIONAL DELINEATOR -18 LEFT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR -8 LEFT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR 2 LEFT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR 39 LEFT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR 49 LEFT SHOULDER N/A

BI-DIRECTIONAL DELINEATOR 59 LEFT 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

AutoCAD SHX Text

%%UTYPICAL INSTALLATIONS

AutoCAD SHX Text R1-1

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

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

8/1 0/2

3 1 0:

JO

NA

TH

AN

CH

IL

DS

C :\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02

_R

OA

DS

T

EA

M

W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N

C2

0- 2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D

W G\

DW

GS

_D

ET

AI

LS

_L

YM

.D W

G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

EROSION CONTROL

DETAIL

8 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

AutoCAD SHX Text

TEMPORARY STRAW SILT CHECKS

AutoCAD SHX Text

TEMPORARY SEDIMENT TRAP SECTION VIEW

AutoCAD SHX Text

FILTER FABRIC MIRAFI 140NL OR EQUAL

AutoCAD SHX Text

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

AutoCAD SHX Text

WOODEN STAKES

AutoCAD SHX Text

LOOSE ROCK

AutoCAD SHX Text

FILTER FABRIC MIRAFI 140NL OR EQUAL

AutoCAD SHX Text

DRAINAGE CHANNEL

AutoCAD SHX Text

TEMPORARY STRAW SEDIMENT TRAP PLAN VIEW

AutoCAD SHX Text

DRAINAGE CHANNEL

AutoCAD SHX Text

ORIGINAL GROUND

AutoCAD SHX Text

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

AutoCAD SHX Text

MIRAFI 100X

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

SILT FENCE DETAILS

AutoCAD SHX Text

DRAWINGS NOT TO SCALE

AutoCAD SHX Text

STRAW BALES

AutoCAD SHX Text

SEDIMENT BASIN PLAN VIEW

AutoCAD SHX Text

SEDIMENT BASIN SECTION A-A

AutoCAD SHX Text

BERM

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

OUTLET DITCH

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

MIRAFI 100X

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

BALES TO BUTT TOGETHER

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

DOWNGRADE

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

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

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

CRUSHED AGGREGATE

SURFACING

PROFILE GRADE LINE

4%

14.5'

4.5'

REINFORCEMENT

(TYPICAL)

SELECT BACKFILL COMPACTED

IN 6" (MAX) THICK LIFTS

BOTTOM OF

EXCAVATION

WIDTH OF FILL FAILURE

GEOGRID LENGTH

R O

A D

G R

A D

E

CRUSHED AGGREGATE

SURFACING

BOTTOM OF

EXCAVATION

REINFORCEMENT

(TYPICAL)

42' TOTAL LENGTH

R

O A

D

W

I D

T H

R

E I N

F O

R C

E M

E N

T

L E

N G

T H

BOTTOM OF

EXCAVATION

EDGE OF

GRAVEL

ROAD GRADE

CUT SLOPE

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

/3/

:0 4 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

DW

GS

_Q

TY

SA

ND

GE

NN

OT

ES

_L

YM

.D

W G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

DEEP PATCH DETAILS

9 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

F

T

F

T

F

T

F

T

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

T

GEOGRID CROSS SECTION PLACEMENT DETAIL [1]

NOT TO SCALE

GEOGRID PROFILE PLACEMENT DETAIL [2]

NOT TO SCALE

GEOGRID TOP VIEW PLACEMENT DETAIL [3]

NOT TO SCALE

INSTALL AND ATTACH GEOGRID

ABOVE GABION BACKET

ATTACH GEOGRID TO GABION

BASKETS WITH HOG RINGS

F

T

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 ROCK SPECIFIED

IN FP-14 705.01

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

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

STIFFENER.

L

E

N

G

T

H o r

HEIGHT

3'

DIAPHRAGMS

L

E

N

G

T

H o r

H E

I G

H T

3'

H E

I G

H T

3'

H E

I G

H T

STIFFENERS

STIFFENERS

STIFFENERS

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

/3/

:0 4 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

DW

GS

_Q

TY

SA

ND

GE

NN

OT

ES

_L

YM

.D

W G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

GABION DETAIL

10 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

AutoCAD SHX Text

GABION BASKET NOMINAL SIZES AND CAPACITY

AutoCAD SHX Text

SIZE CODE LETTER

AutoCAD SHX Text

SIZE IN FEET

AutoCAD SHX Text

DIAPHRAGM PARTITIONS

AutoCAD SHX Text

CAPACITY (CY)

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.0

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.0

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.0

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5.0

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6.0

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.0

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 2.0

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.67

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.0

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.33

AutoCAD SHX Text

TYPICAL ASSEMBLED GABION BASKET

AutoCAD SHX Text

TYPICAL END GABION CELL STIFFENERS

AutoCAD SHX Text

TYPICAL INTERIOR GABION CELL STIFFENERS

AutoCAD SHX Text

OPTIONAL STIFFENERS WELDED WIRE GABION BASKET (ALL CELLS)

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

CP

1000.00

CP

998.86

CP

1000.03

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

8/1 0/2

3 1 4:

JO

NA

TH

AN

CH

IL

DS

C :\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02

_R

OA

DS

T

EA

M

W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N

C2

0- 2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D

W G\

EX

IS

TI

NG

_L

YM

.D W

G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

EXISTING PLAN VIEW

11 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

EXISTING 1 FT CONTOUR

SURFACE

FILL SLOPE FAILURE

EXISTING ROAD

EXTENTS

Feet

0 20 40

SURVEY CONTROL COORDINATE TABLE

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

CP1 10000.0 5000.0 1000.0 CP1 NAIL

CP2 9982.6 5072.2 998.9 CP2 NAIL

CP3 10087.4 4850.5 1000.0 CP3 NAIL

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 ROADWAY ALIGNMENT PROFILE

0+00 0+50 0+70

-0.52%

-0.70%

S T

A

E L E

V

S T

A

E L E

V

S T

A

E L E

V

S T

A

E L E

V

S T

A

E L E

V

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

/3/

:0 5 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

PR

OP

OS

ED

_L

YM

.D

W G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

PROPOSED PLAN &

PROFILE

12 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

EXISTING 1 FT CONTOURS

SURFACE

PROPOSED 1 FT

CONTOURS SURFACE

EXISTING ROAD

EXTENTS

BEGIN GABION AND

DEEP PATCH

INSTALLATION AT

STA. 0+03

END GABION AND DEEP

PATCH INSTALLATION

AT STA. 0+45

INSTALL 3FTX3FTX6FT

GABIONS ACCORDING

TO THE GABION DETAIL

PROPOSED PROFILE TO BE

CONSTRUCTED AT

EXISTING GRADE

INSTALL BI-DIRECTIONAL

DELINEATOR 20FT, 10FT,

AND 1 FT AWAY FROM

THE FIRST GABION

INSTALL BI-DIRECTIONAL

DELINEATOR 20FT, 10FT,

AND 1 FT AWAY FROM

THE LAST GABION

Feet

0 20 40

Feet

0 20 40

INSTALL GABIONS ACCORDING

TO THE 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+24.00

0 10 20 300-10-20-30

E L

E V

A T

I O

N

F

E E

T

OFFSET (FEET)

0+48.00

0 10 20 300-10-20-30

C-03DRAWN

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

/3/

:0 5 J

ON

AT

HA

NC

HI

LD

S C:

\U

SE

RS

\JO

NA

TH

AN

CH

IL

DS

\B

OX

\02 _R

OA

DS

T

EA

M W

OR

KS

PA

CE

\R

OA

DS

P

RO

JE

CT

S\

\N C2

0-

2-

FS

_H

EA

VY

R

AI

NS

A

PR

IL

\L

IT

TL

E

YE

LL

OW

M

OU

NT

AI

N\

DE

SI

GN

\C

AD

\D W

G\

PR

OP

OS

ED

_L

YM

.D

W G;

(R08)

SOUTHERN REGION

NFSR 367 LITTLE

YELLOW

MOUNTAIN FILL

SLOPE REPAIR

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

PROPOSED CROSS

SECTIONS

13 13

J. RUIZ

J. CHILDS

J. CHILDS

08/10/23

EXISTING SURFACE

PROPOSED SURFACE

INSTALL GEOGRID 14 FT FROM

THE EDGE OF THE SHOULDER

ACCORDING TO THE GEOGRID

DETAILS

INSTALL GABION BASKETS

ACCORDING TO THE GABION

DETAILS

6" COMPACTED SURFACE

AGGREGATE

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