J8C - Little Yellow Mountain Culvert Final Plan Set 11x17 4-2-24.pdf
PDF 10 MB Posted
- Solicitation number
- 12445224R0008
- Issued by
-
Department of Agriculture Forest Service
About this file
The provided document appears to be the final 11x17 plan set for the J8C - Little Yellow Mountain Culvert project.
The related federal contract opportunity is Solicitation Number 12445224R0008, which is for a 5-year Multiple Award Task Order Contract (MATOC) for road maintenance, road construction, and minor engineering services for the USDA Forest Service roads on all National Forests in the state of North Carolina, as well as surrounding Ranger Districts in adjacent states. The resultant contracts will consist of four Forest Zones, each with a separate multi-award IDIQ group of contractors. Offerors are required to submit a separate quotation package for each seed project for the corresponding Forest Zone for which they wish to be considered for an award. The solicitation will result in multiple award, indefinite quantity, indefinite delivery contracts.
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SHEET OF
PISGAH NATIONAL FOREST
NANTAHALA NATIONAL FOREST
MACON COUNTY
NORTH CAROLINA
NANTAHALA RANGER DISTRICT
NANTAHALA NATIONAL FOREST
NFSR 367 LITTLE YELLOW MOUNTAIN CULVERT REPAIR
United States Department of Agriculture Forest Service
Region 8 - Southern Region
RECOMMENDED BY:
APPROVED:
ROADS ENGINEER PROGRAM
MANAGER
PUBLIC SERVICES STAFF
OFFICER
DATE
DATE
DATE
1/2 3/2
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FOREST SUPERVISOR
FOREST LOCATION
DISTRICT RANGER DATE
VICINITY MAP
1 14
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 08/08/23
2 VICINITY MAP 08/08/23
3 SUMMARY OF QUANTITIES 10/03/23
4 GENERAL NOTES 08/08/23
5 WORK LIST 08/08/23
6 TRAFFIC CONTROL DETAIL 08/08/23
7 DEEP PATCH AND CULVERT DETAILS 1/23/24
8 CMP BAND DETAIL 06/12/23
9 CMP ARMOR DETAIL 06/12/23
10 EROSION CONTROL DETAIL 06/12/23
11 CURVE WIDENING DETAILS AND TYPICAL SECTION 10/03/23
12 EXISTING PLAN VIEW 08/08/23
13 PROPOSED PLAN & PROFILE 1/23/24
14 PROPOSED CROSS SECTIONS 1/23/24
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 (0.4 MI)
JULIO NAZARIO RUIZ Digitally signed by JULIO NAZARIO RUIZ Date: 2024.01.24 08:49:57 -05'00'
JAMES JONES Digitally signed by JAMES JONES Date: 2024.01.24 09:18:22 -05'00'
MATTHEW WASKEY Digitally signed by MATTHEW WASKEY Date: 2024.01.25 08:31:01 -05'00'
JAMES MELONAS
Digitally signed by JAMES
MELONAS
Date: 2024.01.29 10:51:37 -05'00' jonathanchilds Stamp
50+00
70+00
NC-367-3.914
MP 3.914
Lat: 35.0258625740
Long: -83.2152885618
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
4/2 /24
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(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
VICINITY MAP
2 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
Feet
0 2000 4000
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
4/2 /24
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(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
SUMMARY OF
QUANTITIES
3 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
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 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. COR/ER SHALL CONFIRM LOCATIONS.
6) AGGREGATE SURFACE COURSE: THIS ITEM INCLUDES ALL ABC STONE USED IN PROJECT, INCLUDING SURFACING, PIPE BEDDING, SHOULDERS, TURNOUTS, TURNAROUNDS, & CURVE WIDENING.
7) CULVERT INSTALLATION: CLEARING AND SLOPE ROUNDING REQUIRED FOR CULVERT INSTALLATION IS INCIDENTAL TO CULVERT INSTALLATION. CONSTRUCTION OF OUTLET DITCHES IS INCIDENTAL TO CULVERT INSTALLATION AND NO SEPARATE PAYMENT
WILL BE MADE. DEWATERING REQUIRED FOR CULVERT INSTALLATION SHALL BE INCIDENTAL TO PAY ITEM 15713 AND NO SEPARATE PAYMENT WILL BE MADE. IN SIDEHILL SECTIONS, THE CONTRACTOR SHALL CONSTRUCT THE CULVERT CATCH BASIN AS SHOWN
IN THE CATCH BASIN DETAILS AND RECONDITION 50' OF EXISTING DITCH LINE ON BOTH SIDES OF THE INSTALLATION. THIS WORK IS INCIDENTAL TO THIS ITEM. INSTALLATION OF THE CLAY PLUG SHOWN IN THE CULVERT DETAIL IS INCIDENTAL TO THIS PAY ITEM.
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, CULVERT STAKING, CENTERLINE STAKING
1 LS
15601 TEMPORARY TRAFFIC CONTROL 1 LS
15713 SOIL EROSION AND POLLUTION CONTROL 1 LS
20301
REMOVE EXISTING 48 IN CMP CULVERT, DISPOSAL METHOD A
1 LS
20701A
GEOGRID, PET COATED, TYPE V, COMPACTION METHOD 2
725 SY
20701B
EARTHWORK GEOSYNTHETICS, NONWOVEN CLASS 1 TYPE A SEPERATION GEOTEXTILE
105 SY
25102
PLACED RIPRAP, NCDOT CLASS 2
100 TONS
30208
AGGREGATE SURFACE COURSE, NCDOT ABC, COMPACTION METHOD 2
300 TONS
30315
ROADWAY RECONDITIONING, COMPACTION METHOD 2
0.2 MILE
60201
INSTALL 60 IN CULVERT, TYPE ALUMINIZED CMP, GAGE 12, COMPACTION METHOD 2
48 LF
62502
SEEDING, MULCHING & FERTILIZING
1 LS
63308 BI-DIRECTIONAL DELINEATOR 4 EA
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
4/2 /24
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(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
GENERAL NOTES
4 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
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.
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.
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
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
4/2 /24
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(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
WORK LIST
5 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
RECONSTRUCTION WORKLIST
NFSR 367
BEGIN
STA.
END
STA.
PAY
ITEM
WORK DESCRIPTION
QTY
UNIT
0+00
BEGIN ROAD WORK
1+30 30316
BEGIN ROADWAY RECONDITIONING, COMPACTION METHOD 2
0.03 MILE
CONSTRUCT THE ROADWAY ACCORDING TO TYPICAL SECTION 1.
1+30 30208
BEGIN AGGREGATE SURFACE COURSE, NCDOT ABC, COMPACTION
METHOD 2
50 TONS
PLACE 4 INCHES OF COMPACTED AGGREGATE ACROSS 20 FT WIDE
ROADWAY
0+20 63308 INSTALL BI-DIRECTIONAL DELINEATOR 1 EA
0+49 63308 INSTALL BI-DIRECTIONAL DELINEATOR 1 EA
0+50
20701A BEGIN GEOGRID INSTALLATION 725 SY
1+00 25102
BEGIN RIPRAP PLACEMENT, NCDOT CLASS 2, DOWNSTREAM
65 TONS
1+00 20701B
BEGIN SEPARATION GEOTEXTILE, NONWOVEN CLASS 1 TYPE A
65 SY
0+65
0+90 25102
BEGIN RIPRAP PLACEMENT, NCDOT CLASS 2, UPSTREAM
35 TONS
0+90 20701B
BEGIN SEPARATION GEOTEXTILE, NONWOVEN CLASS 1 TYPE A
40 SY
0+72
20301
REMOVE EXISTING 48 IN CMP CULVERT, DISPOSAL METHOD A
1 LS
60201
INSTALL 60 IN CULVERT, TYPE ALUMINIZED CMP, GAGE 12,
COMPACTION METHOD 2
48 LF
30208
AGGREGATE BEDDING, NCDOT ABC, COMPACTION METHOD 2
50 TONS
0+90
END RIPRAP PLACEMENT, NCDOT CLASS 2, UPSTREAM
END SEPERATION GEOTEXTILE, NONWOVEN CLASS 1 TYPE A
1+00
END GEOGRID INSTALLATION
END RIPRAP PLACEMENT, NCDOT CLASS 2, DOWNSTREAM
END SEPERATION GEOTEXTILE, NONWOVEN CLASS 1 TYPE A
1+01 63308 INSTALL BI-DIRECTIONAL DELINEATOR 1 EA
1+26 63308 INSTALL BI-DIRECTIONAL DELINEATOR 1 EA
1+30
END ROADWAY RECONDITIONING, COMPACTION METHOD 2
END AGGREGATE SURFACE COURSE, NCDOT ABC, COMPACTION
METHOD 2
END ROAD WORK
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-04DRAWN
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
4/2 /24
:3
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NC
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\02
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OR
KS
PA
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\R
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P
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\N
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_0 6.1
1\N C2
2-
1-
FS
_H
UR
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CA
NE
IA
N\
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W
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\D W
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YM
CU
LV
ER
T.
DW
G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
TRAFFIC CONTROL
DETAIL
6 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
CONSTRUCTION SIGN SCHEDULE
SIGN STATION LOCATION TEXT
BI-DIRECTIONAL DELINEATOR 0+00 LEFT SHOULDER N/A
BI-DIRECTIONAL DELINEATOR 0+29 LEFT SHOULDER N/A
BI-DIRECTIONAL DELINEATOR 0+81 LEFT SHOULDER N/A
BI-DIRECTIONAL DELINEATOR 1+10 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
CRUSHED AGGREGATE
SURFACING
3%
18'
8'
REINFORCEMENT
(20701A)
SELECT BACKFILL COMPACTED
IN 6" (MAX) THICK LIFTS,
COMPACTION METHOD 3
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
(20701A)
50' 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
FOR A SMOOTHER CURVE,
SPLIT THE MAT BASES AND
BEND THE FACES. DO NOT
SPLIT MAT FACES OR CUT
LONGITUDINAL WIRES
SPREAD THE BACK
OF REINFORCEMENT (20701A)
CULVERT SIZE AND
LENGTH PER PLANS
FINISHED
GROUND
LAY CULVERT ON AT LEAST
2% GRADE
M
IN
6-IN THICK PIPE BEDDING.
CULVERT BACKFILL SHALL HAVE
DENSITY GREATER THAN
SURROUNDING GROUND
NCDOT CLASS 1 RIPRAP WITH
NONWOVEN CLASS 1 TYPE A
SEPARATION GEOTEXTILE UNDERNEATH
THE RIPRAP
3-FT LONG, 8-IN THICK
SEMI-IMPERVIOUS CLAY COLLAR
ON UPHILL END OF CULVERT
NCDOT CLASS 2 RIPRAP
12" MIN. COVER
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
4/2 /24
:0
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OR
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PA
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\R
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P
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1\N C2
2-
1-
FS
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CA
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SA
ND
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NN
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YM
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LV
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T.
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G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
DEEP PATCH AND
CULVERT DETAILS
7 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
CULVERT DETAIL
NOT TO SCALE
DEEP PATCH CURVE DETAIL
NOT TO SCALE
DEEP PATCH PROFILE VIEW DETAIL
NOT TO SCALE
DEEP PATCH TOP VIEW DETAIL
NOT TO SCALE
DEEP PATCH CROSS SECTION DETAIL
NOT TO SCALE
W
NOTE:
A BAND WITH 2 ANGLE
CONNECTIONS IS OPTIONAL
UP TO 42" DIA., REQUIRED
FOR DIA. GREATER THAN 42".
W
NOTE:
CONTINUOUS CORRUGATION
AROUND THE BAND SHALL
MESH WITH SECOND
ANNULAR CORRUGATION
FROM END OF PIPE END.
ANNULAR BAND
HELICAL BAND
SEMI-CORRUGATED BAND
NOTES:
FABRICATE ANNULAR, HELICAL AND SEMI-CORRUGATED TYPE COUPLING BANDS FROM THE
SAME METAL AS THE CONNECTING PIPE. PROVIDE COUPLING BANDS NOT MORE THAN 2
NOMINAL SHEET THICKNESS THINNER THAN THE THICKNESS OF THE PIPE TO BE CONNECTED,
AND NO THINNER THAN 0.052 INCH (18 GAGE) FOR STEEL OR 0.048 INCH (18 GAGE) FOR
ALUMINUM. FASTEN COUPLING BANDS WITH THE FOLLOWING SIZE OF BOLT:
· 3/8-INCH FOR PIPE DIAMETER - 18" (21"X15" PIPE ARCH) OR LESS
· 1/2-INCH FOR PIPE DIAMETER - 21" (24"X18" PIPE ARCH) OR MORE
FOR HELICALLY CORRUGATED PIPE WITH RE-ROLLED ENDS, THE NOMINAL CORRUGATION SIZE
REFERS TO THE DIMENSION OF THE END CORRUGATION IN THE PIPE.
USE ANNULAR CORRUGATED BANDS WITH PIPES HAVING ANNULAR CORRUGATIONS OR WITH
HELICAL PIPE HAVING RE-ROLLED ENDS TO FORM ANNULAR CORRUGATIONS.
USE HELICAL CORRUGATED BAND WITH PIPES HAVING HELICALLY CORRUGATED ENDS. HELICAL
CULVERT INSTALLATIONS SHALL HAVE THE ROLLED SEAM AT THE INLET PLACED IN THE LOWER
ONE-HALF OF THE PIPE DIAMETER.
SMOOTH SLEEVE-TYPE COUPLERS AND FLAT BANDS MAY BE USED FOR PIPE DIAMETERS OF 12
INCHES OR LESS. USE A MATCHING METAL HAVING A NOMINAL THICKNESS OF NOT LESS THAT
0.040 INCH (20 GAGE) FOR STEEL, OR 0.036 INCH (20 GAGE) FOR ALUMINUM, OR A PLASTIC WITH
AN EQUIVALENT STRENGTH TO METAL.
NOTE:
A BAND WITH 2 ANGLE
CONNECTIONS IS OPTIONAL
UP TO 42" DIA., REQUIRED
FOR DIA. GREATER THAN 42".
NOTE: DESIGNER CONSIDER USING GASKETS
ON CULVERTS GREAT THAN 36" IN DIAMETER
PLACE HELICAL ROLLED SEAM
IN LOWER ONE-HALF OF
CULVERT DIAMETER AT INLET
RIVET, SPOT-WELD, OR
FILLET WELD THE HEEL
AND TOE OF ANGLE AT
CREST OF CORRUGATION
RIVET, SPOT-WELD, OR
FILLET WELD THE HEEL
AND TOE OF ANGLE AT
CREST OF CORRUGATION
SIDE VIEWEND VIEW
END VIEW
SIDE VIEW
END VIEW
SIDE VIEW
BOLT, BAR
AND STRAP
CONNECTOR
BAND
PIPE
BAND
BOLTS
PIPE
DRAWINGS NOT TO SCALE
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
4/2 /24
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NC
HI
LD
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\02
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OR
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PA
CE
\R
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DS
P
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CT
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\N
AN
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LA
_0 6.1
1\N C2
2-
1-
FS
_H
UR
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CA
NE
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N\
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LE
Y
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LO
W
M
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NT
AI
N\
DE
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GN
\C
AD
\D W
G\
DW
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_D
ET
AI
LS
_L
YM
CU
LV
ER
T.
DW
G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
CMP BAND DETAIL
8 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
COUPLING BANDS FOR METAL PIPE CULVERT
CORRUGATIO
N SIZE
PIPE
DIAMETER
PIPE-ARCH
SPAN X RISE
MINIMUM BAND WIDTH - W
ANNULAR
CORRUGATE
D BANDS
HELICALLY
CORRUGATE
D BANDS
SEMI-CORRUGATE
D BANDS
INCHES
x 1/4
UNDER DRAIN - 12 12 12
x 1/2
12 - 36 17x13 - 42x29 12 12 12
42 - 72 49x33 - 83x57 12 12 12
78 - 84 - 12 12 12
3 x 1 36 - 72 42x29 - 81x59 12 14 12
78 - 144 87x63 - 142x91 12 14 12
5 x 1 48 - 72 57x38 - 81x59 20 22 12
78 - 144 87x63 - 142x91 20 22 12
EQUIVALENT CULVERT THICKNESS
GAUGE
NUMBER
THICKNESS - INCHES
STEEL ALUMINUM
16 0.064 0.060
14 0.079 0.075
12 0.109 0.105
10 0.138 0.135
6 0.168 0.165
G-07DRAWN
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
4/2 /24
:3
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HI
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OR
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PA
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\R
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P
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\N
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LA
_0 6.1
1\N C2
2-
1-
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_H
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CA
NE
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N\
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_L
YM
CU
LV
ER
T.
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G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
CMP ARMOR DETAIL
9 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
NOTES:
1. BACK FILL ALL CULVERTS WITH SUITABLE MATERIAL APPROVED BY THE CONTRACTING OFFICER. PLACE IN 6-INCH LAYERS, USING COMPACTION METHOD
2, 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-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
4/2 /24
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NC
HI
LD
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PA
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1\N C2
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CA
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G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
CMP CULVERT DETAIL
10 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
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
4/2 /24
:3
1 J
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HA
NC
HI
LD
S
C:
\U
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\JO
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\B
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\02
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T
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OR
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PA
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\R
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DS
P
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\N
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_0 6.1
1\N C2
2-
1-
FS
_H
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CA
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DE
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\D W
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_D
ET
AI
LS
_L
YM
CU
LV
ER
T.
DW
G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
EROSION CONTROL
DETAIL
11 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
G-10DRAWN
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
4/2 /24
:3
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NC
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LD
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\02
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OR
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PA
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\R
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DS
P
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CT
S\
\N
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HA
LA
_0 6.1
1\N C2
2-
1-
FS
_H
UR
RI
CA
NE
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N\
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W
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AI
N\
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\C
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\D W
G\
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_D
ET
AI
LS
_L
YM
CU
LV
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T.
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G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
CURVE WIDENING
DETAILS AND TYPICAL
SECTION
12 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
C
L
FILL SLOPE CURVE WIDENING
NOT TO SCALE
CENTERLINE
<FILL-IN>'
UNLESS OTHERWISE SPECIFIED
C
L
CUT SLOPE CURVE WIDENING
NOT TO SCALE
TYPICAL SECTION
ROAD WIDTH
TYPICAL SECTION
ROADWAY WIDTH
CURVE
WIDEN
CURVE
WIDEN
T
O
T
A
L
R
O
A
D
W
Y
D
T
H
C
E
N
T
R
A
L
A
N
G
L
E
Δ
R
A
D
I
U
S
EDGE OF ROADWAY
PT/PC
PT/PC
T
A
P
E
R
T
Y
P
TOTAL ROADWAY WIDTH
TOTAL ROADWAY WIDTH
CURVE WIDEN
AS SPECIFIED
NOTES:
1. ADD HORIZONTAL CURVE WIDENING TO THE INSIDE OF CURVES.
WIDENING APPLIES TO THE ROADWAY THROUGH THE ENTIRE CURVE
FROM PC TO PT.
T
Y
P
I
C
S
E
C
T
I
O
D
T
H
7'
3%
2 FT
F
T
C
L
14'
SUBGRADE
4 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
CP
1000.00
CP
996.18
CP
1017.59
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
4/2 /24
:1
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\02
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OR
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PA
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\R
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DS
P
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\N
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LA
_0 6.1
1\N C2
2-
1-
FS
_H
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RI
CA
NE
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N\
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EL
LO
W
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AI
N\
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\D W
G\
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XI
ST
IN
G_
LY
MC
UL
VE
RT
.D
W G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
EXISTING PLAN VIEW
13 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
EXISTING 48 IN
CMP CULVERT
EXISTING 1 FT SURVEY
CONTOURS
ROADWAY FAILURE
EXISTING TREE
EXISTING ROADWAY
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 10003.7 4930.4 996.2 CP2 NAIL
CP3 10025.3 5027.7 1017.6 CP3 NAIL
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+00 1+25
-1.39%
-1.41%
S T
B
E G
P
R O
P O
S E
D
A
L I G
N M
E N
T
G R
A D
E
B
R E
K
T
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
S T
A
E L
E V
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
CULVERT VIEW
0 10 20 30 400-10-20-30-40
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
4/2 /24
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(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
PROPOSED PLAN &
PROFILE
14 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
REMOVE EXISTING
48 IN CMP
DO NOT DISTURB
EXISTING 36 IN
POPLAR TREE
DO NOT DISTURB
EXISTING 28 IN
OAK TREE
PROPOSED 60 IN CMP
INSTALL 8" CLAY COLLAR
AT INLET AS PER THE
CULVERT DETAIL
BEGIN GEOGRID
INSTALLATION (20701A)
END GEOGRID
INSTALLATION
PLACE 65 TONS OF NCDOT CLASS
2 RIPRAP WITH SEPARATION
GEOTEXTILE (20701B)
UNDERNEATH RIPRAP
PLACE 35 TONS NCDOT CLASS
2 RIPRAP WITH SEPARATION
GEOTEXTILE (20701B)
UNDERNEATH THE RIPRAP
PROPOSED 1 FT
CONTOURS
EXISTING 1 FT
CONTOURS
EXISTING PROFILE
PROPOSED PROFILE
EXISTING GROUND
PROPOSED GROUND
PROPOSED 60 IN
CMP CULVERT
INSTALL BI-DIRECTIONAL
DELINEATORS 20 FT AND 1
FT AWAY FROM GEOGRID
Feet
0 20 40
GEOGRID INSTALLATION
GEOGRID MAY BE CUT
WHERE NECESSARY TO
INSTALL 60 IN PIPE
HORIZONTAL SCALE: 1":20'
VERTICAL SCALE: 1":20'
VERTICAL EXAGGERATION: 1
HORIZONTAL SCALE: 1":20'
VERTICAL SCALE: 1":5'
VERTICAL EXAGGERATION: 4
CULVERT NOTES:
1. INLET INVERT ELEV. 991.4 FT
2. OUTLET INVERT ELEV. 983.9 FT
3. CULVERT LENGTH 46 FT
4. CULVERT SLOPE 16%
Feet
0 20 40
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
0+30.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
0+40.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
0+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
0+60.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
0+70.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
0+80.00
0 10 20 30 400-10-20-30-40
G-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
4/2 /24
:1
6 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
AN
TA
HA
LA
_0 6.1
1\N C2
2-
1-
FS
_H
UR
RI
CA
NE
IA
N\
LI
TT
LE
Y
EL
LO
W
M
OU
NT
AI
N\
DE
SI
GN
\C
AD
\D W
G\
DW
GS
_P
RO
PO
SE
D_
LY
MC
UL
VE
RT
.D
W G;
(R08)
SOUTHERN REGION
NFSR 367 LITTLE
YELLOW
MOUNTAIN
CULVERT REPAIR
NANTAHALA NATIONAL
FOREST
NANTAHALA RANGER DISTRICT
PROPOSED CROSS
SECTIONS
15 15
J. RUIZ
J. CHILDS
J. CHILDS
4/2/24
EXISTING PROFILE
PROPOSED GROUND
PROPOSED GROUND
TIE INTO EXISTING BEDROCK
| Little Yellow Mountain Culvert Cover Sheet.pdf |
| Little Yellow Mountain Culvert Final Plan Set 11x17 4-2-24.pdf |
| Sheets and Views |
| 2 VICINITY MAP |
| OLE1 |
| 3 SUMMARY OF QUANTITIES |
| OLE1 |
| 4 GENERAL NOTES |
| OLE1 |
| 5 WORK LIST |
| OLE1 |
| 6 TRAFFIC CONTROL DETAIL |
| OLE1 |
| 7 DEEP PATCH AND CULVERT DETAILS |
| OLE1 |
| 8 CMP BAND DETAIL |
| OLE1 |
| 9 CMP ARMOR DETAIL |
| OLE1 |
| 10 CMP CULVERT DETAIL |
| OLE1 |
| 11 EROSION CONTROL DETAIL |
| OLE1 |
| 12 CURVE WIDENING DETAILS AND TYPICAL SECTION |
| OLE1 |
| 13 EXISTING PLAN VIEW |
| OLE1 |
| 14 PROPOSED PLAN & PROFILE |
| OLE1 |
| 15 PROPOSED CROSS SECTIONS |
| OLE1 |
File details come from the government source that posted it. Updated .