J9E - Uwharrie Hunt Camp SOW.pdf

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

United States Department of Agriculture

Forest Service

UWHARRIE HUNT CAMP PARKING LOT

FROM THE UWHARRIE RANGER DISTRICT OFFICE (789 NC-24, Troy, NC 27371):

Head southwest toward NC-24 E/NC-27 E and turn right then continue for 1.9 miles.

Slight right onto W Main St an then turn right onto Eldorado St and continue for 1.4 mi.

Continue onto NC-109 N for 7.8 mi.

Turn left onto Reservation Rd and continue for 0.5 miles.

Arrive at the Uwharrie Hunt Camp on the right.

REPAIR

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NORTH CAROLINA

MONTGOMERY COUNTY

R08- SOUTHERN REGION

UWHARRIE NATIONAL FOREST

UWHARRIE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE

DWG

SHEET

NO.

1 COVERSHEET G-01

2 VICINITY MAP G-02

3 GENERAL NOTES G-03

4 SUMMARY OF QUANTITIES G-04

5 EXISTING PLAN VIEW G-05

6 PROPOSED PLAN VIEW G-06

7 TRAFFIC CONTROL PLAN TYPICAL G-07

8 DITCH TYPICAL G-08

9 RECONDITIONING TYPICAL G-09

CULVERT TYPICAL

G-10

CULVERT TYPICAL

G-11

12 ASPHALT TYPICAL G-12

SHEET OF01 09

DESIGNED BY:

CIVIL ENGINEER DATE

REVIEWED BY:

SUPERVISORY ENGINEER DATE

RECOMMENDED BY:

ENGINEERING STAFF OFFICER DATE

APPROVED BY:

DISTRICT RANGER DATE

FOREST LOCATION

DRAWN

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

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

VICINITY MAP

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-02 002 012

NOTES:

1. FSR 576 SHOULD NOT BE CLOSED FOR MORE THAN 30 MINUTES AT A TIME BEFORE ALLOWING TRAFFIC TO PASS.

2. ROAD CLOSURE SIGNS WITH DATES AND LOCATION OF CLOSURE TO BE PLACED AT THE BEGINNING OF FSR 576 FOURTEEN DAYS PRIOR TO

ROAD CLOSURE

3. ROAD CLOSURE SIGN MUST BE ADJACENT TO SUITABLE TURNAROUND LOCATION, TO BE DETERMINED IN THE FIELD

4. NO ROAD CLOSURE WILL BE PERMITTED OVER THE WEEKENDS; REFER TO CONTRACT REQUIREMENTS

5. STAGING AREAS AND WASTE SITES ALONG FSR 576 WILL BE IDENTIFIED IN THE FIELD WITH THE COR

UWHARRIE HUNT CAMP

PARKING LOT

REPAIR SITE

35.42840, -80.01944

0 0.5 1.0

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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

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

FACE TOWARD

BEGINNING STATION

OF PROJECT

FACE TOWARD

CENTERLINE

FACE TOWARD

CENTERLINE

RP

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.

DRAWN

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

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

SUMMARY

OF

QUANTITIES

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-03 003 010

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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

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

SUMMARY

OF

QUANTITIES

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-04 004 012

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STAKING WOLF FORD REALIGNMENT SECTION

POINT

NUMBER

DESCRIPTION NORTHING EASTING ELEVATION

194 CP1 124.7540' 0.0040' -4.06

138 CP2 0.0450' 0.0090' 0.00'

269 CP3 186.3220' 110.6280' -17.33'

268 CP4 -136.5850' 194.4160' -4.56'

DRAWN

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

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

EXISTING PLAN VIEW

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-05 005 012

NOTES:

1. COORDINATES AND ELEVATIONS ARE RELATIVE TO THE ORIGINAL SETUP LOCATION (ARBITRARY POINT).

2. DISTANCE UNITS ARE IN FEET (US).

3. CONTOURS REPRESENT EXISTING GROUND AT 2 FT INTERVALS.

Feet

0 25 50

CP1

CP2

CP4

CP3

EDGE OF

EXISTING

TRAVELED

WAY

UWHARRIE

HUNT CAMP

PARKING LOT

EDGE OF

EXISTING

TRAVELED

WAY

CORNER

MARKER

STOP

SIGN

NFSR

576 SIGN

EDGE OF

ERODING

ASPHALT

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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

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

PROPOSED PLAN VIEW

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-06 006 012

C. MOCCASIN CREEK RD

DITCH

A. UHWARRIE HUNT

CAMP PARKING

LOT

RESERVATION RD

MOCCASIN CREEK RD

EXISTING SPLIT RAIL FENCE

NCDOT TRAFFIC COUNTER

B. EXISTING 18" CULVERT

WORK DESCRIPTION:

A. PARKING LOT GRADING

1.1. EVALUATE THE CURRENT CONDITION OF THE PARKING LOT SURFACE, WITH SPECIFIC ATTENTION TO AREAS PRONE TO EROSION.

1.2. PLACE 2" OF ABC SURFACE MATERIAL (220 TON) ON THE PARKING LOT AND GRADE THE PARKING LOT TO ENSURE PROPER DRAINAGE (APPROX 2% IN THE WEST DIRECTION TOWARDS RESERVATION RD. **ARROWS SHOWING DIRECTION OF SLOPE**) TO THE NEW 24" CULVERT AT

THE INTERSECTION WITH MOCCASIN CREEK RD.

B. CULVERT REPLACEMENT

1.1. IDENTIFY THE LOCATION OF THE EXISTING 18" CULVERT

1.2. REMOVE AND DISPOSE OF THE EXISTING 18" CULVERT

1.3. INSTALL A NEW 70FT 24" ALUMINUM ALLOY CORRUGATED 12 GA PIPE AT A GRADE CONDUCIVE OF THE DITCH LINE THAT RUNS ALONG MOCCASIN CREEK RD.

1.4. PLACE RIP-RAP AT THE CULVERT INLET AND OUTLET TO PREVENT EROSION AND PROTECT THE PIPE.

C. DITCH RECONDITIONING

1.1. SURVEY AND ANALYZE THE DITCH ALONG MOCCASIN CREEK RD TO ENSURE PROPER DRAINAGE TO THE CROSSING CULVERT TO THE EAST OF THE NEW 24" CULVERT.

1.2. RECONDITION THE DITCH TO ENHANCE DRAINAGE AND REINFORCE IT WITH SUITABLE MATERIALS TO PREVENT DEGRADATION.

D. *OPTIONAL ASPHALT PAVING*

1.1. CONDUCT A THOROUGH ASSESSMENT OF THE ROAD AND PARKING LOT AREAS DESIGNATED FOR PAVING.

1.2. REMOVE AND DISPOSE OF ANY DETERIORATED ASPHALT AND SURFACE MATERIAL.

1.3. APPLY AN 8" LAYER OF ABC (50 TONS) TO ENSURE STABILITY AND PROPER LOAD BEARING CAPACITY.

1.4. APPLY A 180 SQY 2" LAYER OF HOT MIX ASPHALT (SF9.5A) TO PROVIDE A SMOOTH AND DURABLE SURFACE WITH PROPER DRAINAGE.

D. OPTIONAL ASPHALT AREA

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TRAFFIC CONTROL PLAN FOR TRAFFIC ALLOWED THROUGH WORK AREA

1. NFSR 576 should not be closed for more than 30 minutes at a time before allowing traffic to pass. NFSR 576 should only be closed between 8AM and 4PM Monday to Thursday.

2. Work area shall be in a condition such that it may be safely traversed at night, including channelizing devices if needed.

3. Traffic control devices shall be maintained for duration of work in both directions open to traffic.

4. All signs shall conform to the MUTCD sections 2a-11, through 2a-16, 6b-1 and 6b-2 of the 2012 edition.

F.S. RD. XXXX

F S

R

D

X

X X

X

FOREST ROAD XXXX

CLOSURE

TRAFFIC CONTROL PLAN FOR ROAD CLOSURE

1. Road use authorization per contractor, see FP-14 Section 156- Public Traffic and Section 635 Temporary Traffic Control for further specification.

2. Total road closure per supplemental specifications Section 156 Public Traffic in the contract. Operations at all other times will accommodate traffic.

3. Traffic control devices shall be maintained for duration of closure.

4. All signs shall conform to the MUTCD Sections 2a-11, through 2a-16, 6b-1 and 6b-2 of the 2012 Edition.

5. **Signs are shown for one direction of travel only. The same number and types of signs shall be provided for the opposite direction of travel.

MUTCD W-20-1-36

MUTCD W-20-3-36

MUTCD R11-3A-60

MUTCD R11-2-48

TYPE 2 BARRICADE

4 FT. MIN. WIDTH

F.S. RD. XXXX

MUTCD W-20-1-36

ROAD CLOSED

AHEAD FROM

DATE X-XX

TO

DATE XX-XX

DRAWN

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

1/1 7/2

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SOUTHERN REGION

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

TRAFFIC CONTROL PLAN

TYPICAL

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-07 007 012

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ROAD

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500 FT

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CLOSED

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WORK AREA

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CLOSED

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ROAD

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WORK AREA

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WORK

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ROAD

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AHEAD

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WORK

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ROAD

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AHEAD

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NOTES:

1. Restore ditches identified and staked in the field to the minimum dimensions shown or match existing ditch lines.

2. Loose rock, soil, wood and other materials shall be removed and deposited according to specifications.

3. Excess materials temporarily stored on the ditch-slope or shoulder shall be removed daily.

4. Lead-off ditches shall be shaped and sloped to drain away from the traveled-way.

5. Load and haul waste material to the designated disposal areas as flagged. Consolidate by lumping waste material into 1 large pile and compact pile with track wheeled equipment prior to seed and mulching.

6. No material from ditch is to be left on roadway.

ROADWAY

V

H

1H:1.5V OR MATCH

EXISTING

BACKSLOPE

ROADWAY

ROADWAY

TYPICAL DITCH DEBRIS/OBSTRUCTIONS

TYPICAL COMPLETED

ROADSIDE DITCH

REMOVE EXISTING

DEBRIS ACCUMULATION

REMOVE EXISTING

CUT SLOPE RAVEL OR OTHER

DEBRIS ACCUMULATION

DITCHING

1' MIN

ROADWAY

DITCHLINE

LEAD-OFF DITCH

TYPICAL LEAD-OFF DITCH

Restore existing during road reconditioning. New lead-off ditch will be flagged.

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

DRAWN

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

1/1 7/2

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SOUTHERN REGION

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

DITCH TYPICAL

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-08 008 012

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TYPICAL ROADWAY SECTION

NOTES

1V:1.5H

Ditch

Surfacing

1. Construction standards shown. Existing conditions in the field may vary depending on the actual shoulder and ditch constructed and maintained.

2. Existing traveled way road widths are a minimum of 12' and maximum of 14' wide. Not including curve widening and turnouts

3. All culvert inlets, catch basins, and outlets shall be cleaned to allow maximum water flow.

4. All culvert outlet ditches and roadway lead-off ditches shall be cleaned and shaped to allow maximum water flow.

5. Roadway shoulder berms shall not be allowed unless otherwise stated

NOT TO SCALE

RECONDITIONING

Reconditioning Limits

Road Width Varies

Traveled

Way

Shoulders &

Turnouts

Vary

1' MIN

DRAWN

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

1/1 7/2

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SOUTHERN REGION

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

RECONDITIONING

TYPICAL

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-09 009 012

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Slope

Shoulder Slope

BEVELED INLET DETAIL

NOTE: All culverts shall be beveled at the inlet.

1/3 Dia.

Bevel Cut To Match

Ditch Dam

Cut cut slope.

Shoulder

Subgrade

Headwall

20' Min.

As Staked

C u l v e r t

Turner Elbow

(When Specified)

Energy Dissipator

Top of

TYPE 2

1-1/2 Pipe diameter

TYPE 2 & 3 CULVERT INSTALLATION

INLET CATCH BASIN DETAIL-PLAN VIEW

TYPE 3

1' MIN

L

C

CULVERT, INLET, CATCH BASIN AND RIPRAP DETAILS

1' MIN

Original ground or stream bed.

TYPE 1

L

C

L

C

Skew 60

60ø

Skew 60

(When Specified)

Anchors

Normal

Ditch

Do not raise outlet above original ground or stream bed. Install outlet apron when specified.

Note:

Elbows and Anchors will be Incidental to the downdrain, unless specified as a Pay Item.

Outlet to drain on natural ground. Install outlet apron when specified.

SKEW DIAGRAM

D

3 x D

6"

1'

Bedding uncompacted

Pipe zone backfill*

Native backfill

Road surfacing

* Maximum particle size is 3", except 1-1/2" for plastic pipe

1-1/2 Pipe

Diameter

CULVERT INSTALLATION

NOTE: Pipe beds shall be constructed with a positive camber (1% of pipe length, 2% max.) before placing the pipe.

NOT TO SCALE

60ø

1' MIN

DRAWN

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

1/1 7/2

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SOUTHERN REGION

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

CULVERT TYPICAL 1/2

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-10 010 012

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OUTLET APRON PLAN VIEW

Riprap

OUTLET APRON ELEV. VIEW

SECTION A-A

uniformly on both sides of ditch

Material shall be deposited

* For culvert over 24" in diameter otherwise 0'.

HAND-PLACED RIPRAP HEADWALL

PLACED RIPRAP DITCH DAM

Catch Basin Elevation

D+1'

Side Elevation

1.5 D

Subgrade

D+0.5'

Ditch Dam

1' Min.

1'

C ulvert G rade +1%

D itch G rade =

OUTLET DITCH

shall be seeded.

Ditch and berm

A

A

Front Elevation

X-Section of Ditch Dam

Native

Material

1'

1'

3D

D

Subgrade

D

D+1'

Subgrade

1' *

(when specified)

2'

Riprap

2 D

Ground

Line

D

1 D

1/2 D

3 D

OUTLET/LEAD-OFF DITCH

D

NOTE: Outlet apron shall be installed prior to setting the culvert.

Apron surface shall be left with protruding riprap for velocity break.

CULVERT AND RIPRAP DETAILS

NOT TO SCALE

ITEMS NO. 60275 (A/B/C) AND 25101A

ANCHOR DETAILS

4' MIN

NO. 9 WIRE

POST

FILL SLOPE

NOTE: Anchor sets shall consist of (2) 6' metal fence posts and (3) strands of wire.

The strands of wire shall be twisted together and encompass the pipe and both anchors.

36" diameter and larger shall be half buried.

DRAWN

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

1/1 7/2

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SOUTHERN REGION

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

CULVERT TYPICAL 2/2

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-11 011 012

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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

1/1 7/2

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SOUTHERN REGION

UWHARRIE

HUNT CAMP

PARKING LOT

REPAIR

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

ASPHALT TYPICAL

1/12/2024

J. MIXSON

J. MIXSON

J. NAZARIO

G-12 012 012

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2" HOT BITUMINOUS PLANT MIX SURFACE COURSE.

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2" HOT BITUMINOUS PLANT MIX BINDER COURSE

AutoCAD SHX Text 8" CRUSHED LIMESTONE BASE COURSE. AVERAGE COMPACTED DENSITY SHALL EXCEED OR BE EQUAL TO 99% OF THE STANDARD PROCTOR, WITH NO SINGLE TEST BELOW 95%.

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3:1 DESIRABLE 2:1 MAXIMUM (TYP)

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PROPOSED PAVEMENT

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3:1 DESIRABLE 2:1 MAXIMUM (TYP)

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TYPICAL ASPLHALT ROAD SECTION N.T.S

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PROPOSED CENTER LINE OF ROAD

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DIRT SHOULDER

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DIRT SHOULDER

AutoCAD SHX Text -COURSES DESIGNATED TO BE MORE THAN 8" THICK SHALL BE CONSTRUCTED IN TWO OR MORE LAYERS OF APPROXIMATELY EQUAL THICKNESS. THE MAXIMUM COMPACTED THICKNESS OF ANY ONE LAYER SHALL NOT EXCEED 8 INCHES. -ALL AREAS REQUIRING EMBANKMENT/FILL GREATER THAN 6" SHALL BE COMPACTED TO AN AVERAGE MINIMUM OF 95% OF THE STANDARD PROCTOR FOR THE MATERIAL BEING USED

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