Attachment 003 - Rev 1 Uwharrie Hunt Camp_Construction Plans.pdf

PDF 848 KB Posted Jul 2, 2024

Attached to: US Forest Svc Uwharrie NF NC -HuntCamp Renovations
Solicitation number: 12445124B0014
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Jul 2, 2024

This document is a set of construction plans for renovating the Uwharrie Hunt Camp Campground in the Uwharrie National Forest in North Carolina. The plans include details for demolishing existing tent pads, stairs, and bridges, as well as constructing new timber-framed tent pads, an ADA-compliant concrete ramp, and two timber pedestrian bridges. The work also involves minor earthwork, grading, and utility work such as installing a new water hydrant and connecting to the county water supply. The project is being solicited by the U.S. Forest Service as a firm-fixed price contract through an Invitation for Bid (IFB) process with a total small business set-aside. The site visit is scheduled for July 25, 2024, with bids due by August 16, 2024. The period of performance is from notice to proceed through December 31, 2024.

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Attachment 002 - Rev 1 Specifications.pdf	PDF	Jul 2, 2024

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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

UWHARRIE HUNT CAMP

BEGIN AT UWHARRIE RANGER STATION(789 BISCOE RD., TROY, NC 27371). HEAD WEST ON NC24/27 TOWARDS MAIN STREET. KEEP STRAIGHT ONTO W MAIN STREET FOR 0.2 MILES. TURN RIGHT ONTO ELDORADO STREET. KEEP STRAIGHT ONTO NC-109 FOR 8.6 MILES. TURN LEFT ONTO RESERVATION

ROAD. ARRIVE AT UWHARRIE HUNT CAMP CAMPGROUNDS(101-281 RESERVATION RD, TROY, NC,

27371). 35.435499, -80.019747

UWHARRIE RANGER STATION

789 BISCOE RD,

TROY, NC 27371

CAMPGROUND RENOVATION

REVIEWED BY:

APPROVED BY:

FACILITIES PROGRAM MANAGER

FOREST SUPERVISOR

PUBLIC SERVICES STAFF OFFICER

4/2 3/2

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G; NORTH CAROLINA

MONTGOMERY COUNTY

REGION 08

UWHARRIE NATIONAL FOREST

UWHARRIE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE

1 COVER

2 G-01 NOTES

3 C-01 EXISTING & DEMO PLAN

4 C-02 NEW CONSTRUCTION

5 C-03 PEDESTRIAN BRIDGE DETAILS

6 C-04 SIDEWALK GRADING AND DETAILS

7 C-05 STAIR DETAILS

8 C-06 WATER HYDRANT DETAILS

9 C-07 UTILITY PLAN

UWHARRIE HUNT CAMP CAMPGROUND

101-281 RESERVATION RD,

TROY, NC 27371

RECOMMENDED BY:

DISTRICT RANGER

CALEB DAVIS

Digitally signed by CALEB

DAVIS

Date: 2024.04.23 11:38:36 -04'00'

Susan L. Miller Digitally signed by Susan L.

Miller Date: 2024.04.24 09:06:42 -04'00'

JAMES JONES

Digitally signed by JAMES

JONES

Date: 2024.04.24 09:26:26 -04'00'

JAMES

MELONAS

Digitally signed by JAMES

MELONAS

Date: 2024.04.26 09:01:04 -04'00'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

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(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

NOTES

C.DAVIS

C.KUGLER

C.DAVIS

THE BENCHMARKS ESTABLISHED IN THIS PLAN SET HAVE

BEEN SET BY FOREST SERVICE EMPLOYEES AS A

REFERENCE ONLY. ALL SURVEY DATA ACCURACY IS TO BE

VERIFIED BY CONTRACTOR PRIOR TO ANY CONSTRUCTION.

CP1 CP2

NORTHING: 124.75' NORTHING: 0'

EASTING: 0' EASTING: 0'

ELEVATION: 96.0' ELEVATION:100.0'

OTHER POINTS BEYOND THOSE SHOWN HEREIN ARE

AVAILABLE UPON REQUEST. THE FOREST SERVICE TAKES NO

RESPONSIBILITY FOR THE ACCURACY OF SURVEY DATA

FROM OUTSIDE SOURCES.

SURVEY NOTES

1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE COR.

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

APPROVED BY THE CONTRACTOR OFFICER.

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

BY THE CONTRACTOR OFFICER.

4. UTILITIES SHALL BE LOCATED PRIOR TO THE COMMENCEMENT OF EXCAVATION.

5. EXISTING EXTERIOR WATER VALVES AND FIXTURES SHALL BE REMOVED AND SHALL BECOME THE

PROPERTY OF THE CONTRACTOR.

6. ALL EXCAVATION IS UNCLASSIFIED REGARDLESS OF NATURE OF THE MATERIAL ENCOUNTERED.

7. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL FENCING, SIGNAGE AND OTHER MATERIALS

NECESSARY FOR THE PROTECTION OF THE PUBLIC AND PERSONNEL FROM CONDITIONS AT THE

PROJECT SITE.

8. ALL AREAS DISTURBED BY CONTRACTOR OPERATIONS SHALL BE REPAIRED, INCLUDING PAVEMENTS, LANDSCAPING AND OTHER FEATURES.

9. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLES, AND TEES.

10. SEED ALL DISTURBED LANDSCAPED AREAS IN ACCORDANCE WITH EROSION CONTROL NOTES AND SPECIFICATIONS. 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.

11. WHERE EROSION OR SEDIMENT MOVEMENT IS AN ISSUE AS A RESULT OF CONSTRUCTION ACTIVITY, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CONTROL EROSION AND PREVENT SEDIMENT

MOVEMENT USING SILT FENCE, WATTLES AND STRAW BALES. ANY DEFICIENCIES IN EROSION

CONTROL MEASURES SHALL BE CORRECTED WITHIN TWO DAYS.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO NATIONAL FOREST ROADS DUE TO

TRANSPORTATION OF CONTRACTORS EQUIPMENT AND OR MATERIALS.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR DIVERSION OF WATER DURING CONSTRUCTION AS

REQUIRED; CONTRACTOR SHALL FOLLOW BMP'S TO ENSURE QUALITY

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

GENERAL NOTES:

1. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO BEGINNING EARTH DISTURBING ACTIVITIES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN. ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY CONTRACTING OFFICER.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL

RESUME WITHIN 10 DAYS.

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE

DEVICES SHALL BE REPAIRED OR REPLACED.

4. SEDIMENT SHALL BE REMOVED FROM BEHIND TEMPORARY SILT FENCING WHEN THE DEPTH OF

SEDIMENT REACHES 6 INCHES.

5. ALL DISTURBED AREAS WHERE EARTH IS EXPOSED SHALL BE CLEANED, GRADED SMOOTH, SHAPED TO

DRAIN, AND SEEDED.

6. SEEDING IS DEFINED TO INCLUDE ALL OF THE FOLLOWING COMPONENTS AND ACTIVITIES:

INSTALLATION OF BIODEGRADABLE GEOTEXTILE, OR JUTE MESH (COIR 700 OR APPROVED EQUAL), FERTILIZING, SEEDING, AND MULCHING.

7. SEE SUPPLEMENTAL SPECIFICATIONS 02370 - "EROSION AND SEDIMENT CONTROL" AND 02920 -

"PERMANENT AND TEMPORARY SEEDING" FOR EROSION CONTROL MEASURE DETAILS AND SEED &

FERTILIZER MIXTURE. REPAIR SEEDING IF INITIAL SEEDING DOES NOT ESTABLISH SATISFACTORY

COVER TO CONTROL EROSION, REPAIR WASHES, PREPARE SOIL, SEED AND MULCH AS BEFORE.

8. ALL TEMPORARY SEDIMENT CONTROL MEASURES AND PRACTICES SHALL BE REMOVED WITHIN TWO (2)

MONTHS AFTER THE FOREST SERVICE HAS ACCEPTED THE PROJECT.

9. NO TREE REMOVAL SHALL BE CONDUCTED WITHOUT PRIOR APPROVAL OF COR.

EROSION CONTROL NOTES:

1. STRINGER DIMENSIONS ARE NOMINAL (ROUGH SAWN).

2. FASTEN DECK PLANKS TO STRINGERS WITH TWO ROWS 5/16-INCH DIAMETER X 7-INCH RING SHANK NAILS

PER PLANK AT EACH STRINGER ALTERNATE SIDES

3. FASTEN RUNNING PLANKS TO DECK WITH 40d (5-INCH RING SHANK) NAILS AT 24-INCH SPACING

ALTERNATE SIDES WITH TWO AT EACH END

4. SPLICE CURBS AT BLOCKING. CURBS SHALL BE CONTINUOUS FOR TWO BLOCK SPACES

5. BRACING REQUIRED AT THE ENDS OF EACH MEMBER THE BRACING SHALL BE THREE-QUARTERS TO FULL DEPTH AND PLACED WITHIN A DISTANCE OF THE DEPTH OF THE BEAM FROM THE CENTERLINE OF

BEARING

6. WOOD BLOCKING SHALL BE BOLTED TO STRINGERS WITH STEEL ANGLES OR SUSPENDED IN STEEL

HANGERS THAT ARE NAILED TO BLOCKS AND STRINGER SIDES

7. PROVIDE A MINIMUM 1/2-INCH SPACE BETWEEN BLOCKING AND BACKWALL FOR AIR CIRCULATION.

TIMBER PEDESTRIAN BRIDGE NOTES:

8. TIMBER & LUMBER: SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE

GRADING RULES AGENCY FOR THE SPECIES, TYPE, AND GRADE SPECIFIED BELOW.

8.1. DECK PLANKS, CURBS, SILLS, & BACKING PLANKS RUNNING PLANKS:

8.1.1. SOUTHERN PINE NO.2 GRADE GRADING RULES AGENCY - SPIB

8.2. CURBS:

8.2.1. SOUTHERN PINE, S4S, NO.1 GRADE GRADING RULES AGENCY - SPIB

9. TREATMENT: PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) SPECIFICATIONS USING THE TREATMENT MATERIALS LISTED BELOW.

TREATMENT WILL COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN

AQUATIC ENVIRONMENTS".

9.1. STRINGERS, DECKING, CURB :

9.1.1. AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE GROUND-EXPOSED (UC3B)

9.1.2. PENTACHLOROPHENOL IN LIGHT OIL (TYPE C SOLVENT) -OR-

9.1.3. COPPER NAPHTHENATE (CuN) IN LIGHT OIL (TYPE C SOLVENT)

9.2. SILLS, BACKING PLANKS:

9.2.1. AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 4B GROUND CONTACT-HEAVY DUTY (UC4B)

9.2.2. PENTACHLOROPHENOL IN HEAVY OIL (TYPE A SOLVENT)

9.2.3. COPPER NAPHTHENATE (CuN) IN HEAVY OIL (TYPE A SOLVENT)

10. FIELD TREATMENT: COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING OF WOOD. ALL ABRASIONS AND FIELD CUTS -APPROVED BY THE C.O.R.- SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF THE FIELD TREATMENT SOLUTION. WHERE APPROVED FIELD DRILLING OF BOLT OR NAIL HOLES IS REQUIRED, THE HOLES SHALL BE FILLED WITH PRESERVATIVE PRIOR TO INSERTING THE

FASTENERS.

11. HARDWARE AND STRUCTURAL STEEL: ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. GALVANIZED HARDWARE SHALL MEET THE REQUIREMENTS OF AASHTO M270, GRADE 36, WITH NUTS AND BOLTS

CONFORMING TO ASTM A307, GRADE A. WEATHERING STEEL AND HARDWARE SHALL MEET THE

REQUIREMENTS OF AASHTO M270, GRADE 50W, WITH BOLTS AND NUTS CONFORMING TO ASTM A325, TYPE 3.

USE MALLEABLE IRON WASHERS AGAINST WOOD UNLESS OTHERWISE NOTED. WHEN STRUCTURAL STEEL IS TO BE WELDED, THE WELDING PROCEDURE SHALL BE IN ACCORDANCE WITH AWS D1.1 AND SHALL BE SUITABLE

FOR THE GRADE OF STEEL AND INTENDED USE OR SERVICE.

12. LAG SCREW INSTALLATION: PRE-BORE LAG SCREW HOLES USING TWO DIAMETERS, ONE FOR THE SHANK AND ONE FOR THE THREADS THE LEAD HOLE FOR THE SHANK IS TO BE 1/16-INCH LARGER THAN THE SHANK DIAMETER AND IS TO BE BORED TO THE DEPTH OF PENETRATION OF THE SHANK THE LEAD HOLE FOR THE THREADED PORTION IS TO BE 70% OF THE BOLT DIAMETER AS SHOWN ON THE PLANS AND IS TO BE BORED

AT LEAST TO THE LENGTH OF THE THREADS DO NOT DRIVE LAG SCREWS WITH A HAMMER

TIMBER PEDESTRIAN BRIDGE NOTES (cont):

" W3/4

" W 3/4

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

EXISTING & DEMO PLAN

C.DAVIS

C.KUGLER

C.DAVIS

GENERAL NOTES:

EXISTING TIMBER

LEGEND

EXISTING FENCE

EXISTING

WELLHOUSE

EXISTING VAULT TOILET

TOP OF BANK

EXISTING HEADWALL

EXISTING BOLLARDS

GRAVEL PARKING

EXISTING BATHROOM TO REMAIN

DEMO

# SITE NUMBER

TREE

EXISTING FEE TUBE AND

INFORMATION KIOSK

EXISTING TENT PAD BOUNDARY (NO TIMBERS)

KEY NOTES:

DEMO 14 LF TIMBER FOR CONSTRUCTION OF ACCESS RAMP1

DEMOLISH EXISTING HYDRANT

DEMOLISH FULL PAD, GRADE PAD FOOTPRINT TO

NATURAL CONTOURS, SEED AND MULCH.

RECONFIGURE PER SHEET C-02

DEMO WOODEN STAIRS. SEE SHEET C-04 FOR

REPLACEMENT

6 DEMOLISH EXISTING PREFORMED CONCRETE FOOTPATH BRIDGES

DEMOLISH EXISTING FOUNTAIN

WATER METER

1. DEMOLISH ALL EXISTING TENT PADS AND

GRAVEL, TO BE RECONSTRUCTED IN PLACE

OR RELOCATED PER SHEET c-02.

CP2

N:0' E:0'

ELEV: 100'

CP1

N:124.75' E:0'

ELEV: 96.0'

P=96.0

P=93.0

P=92.5

P=89.0

P=87.0

P=93.0

" W3/4

" W 3/4

32.00' 16.00'

16.00'

44.00' 41.50'

24.00' 17.50'

17.00

47.50' 29.50' 17.50'

32.50'

17.00'

14.00' 18.00'

.0 0'

18.00' 26.00'

17.00' 24.00'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

NEW CONSTRUCTION

C.DAVIS

C.KUGLER

C.DAVIS

NEW PAD/TIMBER

EXISTING

WELLHOUSE

EXISTING VAULT TOILET

EXISTING BOLLARDS

GRAVEL PARKING

EXISTING BATHROOM

CONNECT TO COUNTY WATER METER PER SHEET C-06

CUT GRADE

SWALE

LEGEND

EXISTING FENCE

# SITE NUMBER

GENERAL NOTES: KEY NOTES:

INSTALL TIMBER STAIRS PER SHEET C-04

1. CONSTRUCT TIMBERS AND REPLACE GRAVEL AT EACH SITE

PER CONSTRUCTION SCHEDULE, DIMENSIONS, AND DETAILS

PER SHEET C-03

2. PADS TO BE RAISED OR LOWERED TO FF ELEVATION

SHOWN BELOW, P= XX.X

CONSTRUCT 55LF CONCRETE RAMP PER SHEET C-03

CONSTRUCT HYDRANT PER SHEET C-08

CHECK VALVE

AND BACK FLOW PREVENTER

SEE SHEET 9

SILT FENCE

2:1 MAX

CAMPSITE PAD SECTION (TYP.)

5-1/2"

VARIES PER SITE

2" DEPTH COMPACTED

#78 CRUSHED STONE

ON TENT & PICNIC PADS (TYP.)

SURFACE SHALL BE LEVEL

4" DEPTH COMPACTED

NC DOT APPROVED ABC

6X8 P.T. TIMBERS

(GROUND CONTACT)

8" DIA. X 24" LONG RE-BAR

AT 48" O.C. (TYP.)

2:1 MAX

2:1 MAX2:1 MAX

5 REMOVE AND REPLACE DOUBLE STACKED 6"X8"

TIMBER RETAINING WALL IN SAME LOCATION

6 INSTALL 129LF OF 2" SCH 40 PVC PER SHEET C-06.

7 APPROXIMATE PAD LOCATION SHOWN FOR SITE

#1. FIELD FIT FINAL LOCATION AND ORIENTATION

OF PAD PER COR DIRECTION TO MINIMIZE

GRADING AND TREE REMOVAL.

8 10-FT PEDESTRIAN BRIDGE PER SHEET 5.

FINAL PLACEMENT PER COR.

CP2

N:0' E:0'

ELEV: 100'

CP1

N:124.75' E:0'

ELEV: 96.0'

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

PEDESTRIAN BRIDGE

DETAILS

C.DAVIS

7" RING SHANK NAILS1.5"

8' B

5' CEAR WIDTH

OUT-TO-OUT DECK PLANKS

3"x8" MIN DECK PLANKS

(3"x12" SHOWN)

MAINTAIN 3/8" GAP BTW PLANKS

3"x6" BACKING PLANK STIFFNER.

ATTACH W/ (2) - 1/2" DIA. BOLTS W/ (2)

MALLEABLE IRON WASHERS PER

PLANK, SPACED DIAGONALLY

2"x12" BACKING PLANK

12"x12" ROUGH SAWN TIMBER SILL

BRACING, PER NOTES.

3" x 10" ROUGH SAWN

STRINGERS (3 TOTAL)

9' STRINGER LENGTH

8' STRINGER SPAN (℄ TO ℄ BEARING)

5/8" DIA x 1'-4" TIMBER BOLT & NUT W/ (2)

MALLEABLE IRON WASHERS. FIELD

DRILL 11/16" DIA HOLES IN CURB, DECK

PLANKS, AND CONTINUOUS PLAT E TO

MATCH CURB BLOCK. TREAT HOLES PER

NOTES.

6"x6" CURB

3" x 6" x 2' DURB BLOCKS

(CURB NOT SHOW FOR CLARITY)

8" M

FASTEN DECK PLANK TO TOP OF

BACKING PLANK USING 7" RING

SHANK NAILS ON 12" CENTERS

3/4"Ø BOLT & NUT

W/ (2) WASHERS

STRINGER

FASTEN BACKING PLANK TO

STRINGER USING (3)-7" RING

SHANK NAILS (TYP)

1" M

(2) -3/4"Ø ANCHOR BOLT AT

EACH BEARING SHOW

PEDESTRIAN BRIDGE PLAN VIEW DETAIL

PEDESTRIAN BRIDGE ELEVATION VIEW DETAIL

DECK SECTION WITH STRINGERS

CURB CONNECTION DETAIL

TIMBER SILL CONNECTION DETAIL

CURB

5/8" Ø TIMBER BOLTS (TYP)

CURB BLOCK

24"

(3) TOTAL EA SIDE DECK PLANKS

2"x6" CONTINUOUS PLATE

PEDESTRIAN BRIDGES SHALL BE CONSTRUCTED IN

STRICT ACCORDANCE WITH THE NOTES ON SHEET G-01

99.2 (98.3)

99.2 (98.6)

8.0% 96.0

(99.3)

(99.6)

95.8

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

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(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

SIDEWALK GRADING

AND DETAILS

C.DAVIS

C.KUGLER

C.DAVIS

NTS

SIDEWALK PROFILE

5'-6"

12'-10"

POSTS 8' O.C. FROM PAD

12" SHOULDER

3:1 TYP

SIDEWALK SECTION A

3:1 TYP

2:1 MAX

CAMPSITE PAD SECTION B

4" REINFORCED CONCRETE

4" COMPACTED NCDOT ABC6X6 - W1.4 X1.4 WWF

PLACED MID DEPTH

COMPACTED BACKFILL

4" CHAMFER

2" DIAMETER GALVANIZED HANDRAIL

NTS

5-1/2"

VARIES PER SITE

2" DEPTH COMPACTED

ROCK DUST SURFACING

ON TENT & PICNIC PADS (TYP.)

SURFACE SHALL BE LEVEL

4" DEPTH COMPACTED

NC DOT APPROVED ABC

6X8 P.T. TIMBERS

(GROUND CONTACT)

8" DIA. X 24" LONG RE-BAR

AT 48" O.C. (TYP.)

CORNER SPLICE DETAIL

NOTES:

1. DRILL 1/2" D. PILOT HOLE (TYP. ALL

CONNECTIONS)

2. STRAIGHT SPLICES SHALL BE OVERLAP 6"

6X6 #1 P.T. TIMBER

(GROUND CONTACT TREATED)

#5 X 24" RE-BAR

3" HALF LAP

AT CORNERS

GENERAL NOTES:

1. CONSTRUCT APPROX. 55F CONCRETE RAMP FOR ABA

ACCESS TO SITE 4

2. ADD APPROPRIATE PRESSURE RELIEF CUTS PER

DESIGN SPECIFICATION PACKAGE

NTS

3' #5 REBAR,

36" SPACING

40'- 6"

4" EDGE BARRIER

PROTECTION

2" DIA. GA\LVANIZED

STEEL HANDRAIL, PAINTED

BROWN, 2 COATS

COMPACTED BACKFILL

ATTACH HANDRAIL TO CONCRETE

RAMP WITH ULINE SAFETY

RAILING MOUNTING SOCKET,

MODEL#H-4980 OR EQUIVALENT

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

4 1 1:

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(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

STAIR DETAILS

C.DAVIS

C.KUGLER

C.DAVIS

C D

2X6 "TREX"

HANDRAIL OR

APPROVED EQUAL

1/2" DIA. DRIFT PINS OR #4 REBAR

TO PENETRATE SOIL MIN. 8" THROUGH

P.T. COUNTERFORTS

4X4 P.T. POSTS W/

4" CHAMFER (TYP.)

DRILL 12" HOLE FOR DRIFT PIN OR #4 REBAR

6"X8" P.T. (GROUND CONTACT)

6"X8"X2'-0" P.T. COUNTERFORT(TYP.)

4"X12" P.T. (TYP.)(GROUND CONTACT)

SIDE STRINGER

1'-0" 1'-0"

6"X8" TREAD

4"X12" SIDE STRINGER

2" DIA. X 8" LONG

HDG LAG BOLT

PLACE SITE GRADING CUT

MATERIAL AND COMPACT

6"X8" P.T. COUNTERFORT

3' -0

8" DIA. X 6" LONG

MACH. BOLT (TYP.)

3"X3"X1

4" THK. STEEL ANGLE

PRIME&PAINT

(2) 3 8" DIA. X 3" LONG

HDG CARR. BOLTS

(TYP.)

RAIL POST DETAIL (TYP.)

NTS

RAIL POST CONNECTION (TYP.)

NTS

EXISTING WALL

GRAVEL PARKING LOT

3:1 MAX

4"X4" P.T. POSTS W/

3/4" CHAMFER(TYP.)

4"X12" P.T. (TYP.)

(GROUND CONTACT)

SIDE STRINGER

EXISTING 6"X6" TIMBER WALL

WOODEN STAIR PLAN VIEW

NTS

SECTION C : 6'-0", 6 STEPS

SECTION D : 5'-0", 5 STEPS

SECTION C : 8'- 0"

SECTION D : 7'- 0"

3:1MAX

6"X8" P.T. COUNTERFORT.

EXTEND TO BASE OF TIMBER WALL

3:1

MAX

3:1MAX

3:1

MAX

1'-0"

TREAD WIDTH

STAIRCASE SECTION C & D(TYP.)

NTS

GENERAL NOTES: KEY NOTES:

11. CONSTRUCT WOODEN STAIRCASES PER SECTIONAL

DETAILS C&D ON THIS SHEET

NUMBER OF STEPS MAY VARY ACCORDING TO TOPOGRAPHY. BUILD

ACCORDING TO DETAILS C AND D, ADDING STEPS AS NECESSARY

TO REACH EXISTING GRADE.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

4 1 1:

S C:

\IN

\23

\20

(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

WATER HYDRANT

DETAILS

C.DAVIS

C.KUGLER

C.DAVIS

6X8 P.T.TIMBER

RET. WALLS(TYP.)

ALUMINUM GRATING W/ALUM. FRAME EMBEDDED IN

THE CONC., 24"x36", 1" DEEP x 3/16" bars, 11 ADT 4

AS MANUF. BY OHIO GRATINGS(1-800-321-9800)

VALVE BOX COVER

(TYP.)

6'-6"

4" DIA. SCH. 40 PVC DRAIN PIPE

TO DAYLIGHT INTO EXISTING

TRENCH

GRAVEL SUMP

3/4" SIZE WASHED STONE

6"X8" P.T. TIMBER(TYP.)

(GROUND CONTACT)

4" THK. CONC. SLAB W/

6X6-10/10 WWF PLACED

AT MID-DEPTH - STEEL

TROWEL FINISHED

STAINLESS STEEL BAND

3" DIA. SCH. 40 GSP

POST FILLED W/ CONC.

FREEZELESS YARD HYDRANT

3' BURY DEPTH W/ AUTO SHUTOFF

MODEL U34 BY WOODFORD

WRAP 3 TIMES W/ROOFING FELT

WHERE ENCASED IN CONC.

3/4" PVC WATERLINE

FILTER FABRIC

MIRAFI 140NL

6 MIL. POLY FILM

ALLAROUND CONC.

HYDRANTS SECT. A

NTS

HYDRANTS PLAN VIEW

NTS

VALVE BOX(TYP.)

30" DEPTH

VALVE BOX IS REQUIRED

FOR ALL BURIED VALVES

4" DEPTH

3/4" WASHED STONE

#5 RE-BAR HOOP

SLOPE AWAY FROM COVER

6" THICK

CONC. COLLAR

24"-36" ADJ. CAST IRON

SLIDE TYPE VALVE BOX

VALVE BOX DETAIL (TYP.)

NTS6" THICK CONC. PAD

4" DIA. SCH. 40 PVC DRAIN PIPE

TO DAYLIGHT INTO EXISTING

TRENCH

GENERAL NOTES:

1. INSTALL NEW WOODFORD MODEL S4H ADA

HYDRANT PER DETAILS AT BOTTOM OF THIS

SHEET

EXISTING WATERLINE

LEGEND

# SITE NUMBER

PROPOSED WATERLINE

ABANDONED IN PLACE WATERLINEINSTALL 3/4" TO 3/4" TEE FITTING TO CONNECT HYDRANT

PERPENDICULAR TO MAIN WATERLINE

KEY NOTES:

CONNECT NEW WATERLINE FROM COUNTY WATER METER TO

EXISTING 3/4" WATERLINE PER SHEET C-06

3/4" TO 3/4" TEE FITTING

ON MAIN 3/4" WATERLINE

SUMP

INSTALL 3/4" TO 3/4" 90° FTG FITTING TO CONNECT HYDRANT

PERPENDICULAR TO MAIN WATERLINE

DOUBLE STACK 6"X8" PT TIMBER BORDER.

SPLICED AT CORNERS PER DETAIL ON SHEET C-06.

SECURE WITH 48" #4 REBAR @ 2' SPACING

NOTE: VALVE BOXES SHALL BE

SUPPORTED BY BRICKS SUCH THAT

THE YOKE DOES NOT SIT DIRECTLY ON

THE WATERLINE.

C C

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

4 1 1:

S C:

\IN

\23

\20

(R08) National Forests in North Carolina

UWH HUNT CAMP

RENOVATION

UWHARRIE NATIONAL

FOREST

UWHARRIE RANGER DISTRICT

UTILITY PLAN

C.DAVIS

C.KUGLER

C.DAVIS

6" WATERLINE

ALL UTILITY LINES

SHALL BE BACKFILLED

WITH IMPORTED SAND

I.D. TAPE

18"

4-6" MOUND TO ALLOW

FOR SETTLEMENT

CHECK VALVE SECT. D

NTS

EXISTING WATERLINE

LEGEND

# SITE NUMBER

EXISTING WELLHOUSE

PROPOSED WATERLINE

EXISTING 2" WATER METER

2" DIA. COPPER PIPE

FROM COUNTY INSTALLED

WATER METER

-PLAN VIEW-

WATERLINE TRENCH SECT. DETAIL E

NTS

#5 RE-BAR CONT.

(TOP & BOTTOM)

BRASS UNIONS

APPROVED COMPRESSION COUPLING

2" DIA. SCH 40 PVC WATERMAIN.

CONNECT TO EXISTING DISTR. SYSTEM

3/4" CHAMFER(TYP.)

EXISTING GROUND

WATTSBOX INSULATED FIBERGLASS

ENCLOSURE MODEL WB-25 BY WATTS

LESS HEAT. ATTACH TO CONC. PAD

PER MANUF.

SERIES 007 2" SIZE DOUBLE CHECK

VALVE ASSY W/ STRAINER - MODEL# LF007M1QT-S BY WATTS

OUTLINE OF ENCLOSURE

6" THICK CONC. PAD

3000 PSI READY-MIX CONCR.

PROTECT FROM FREEZING

FOR 7 DAYS

EXISTING VAULT TOILET

ABANDONED IN PLACE WATERLINE

NEW CHECK

VALVE AND

BACKFLOW

PREVENTER

KEY NOTES:

STA 0+21

15" 12"

MAKE CONNECTION TO EXISTING WATER METER WITH

APPROVED COUPLING. CONSTRUCT DOUBLE CHECK AND

PRESSURE REDUCING VALVES PER DETAIL ON THIS SHEET

STA 0+05

133°

2 PLACE 2" TO 3/4" REDUCER AND CONNECT TO EXISTING 3/4" PVC

WATERLINE AT APPROX. STA 1+28. CUT AND CAP EXISTING

WATERLINE TO WELL HOUSE AT 3' FROM PROPOSED

CONNECTION

STA 1+28

2" COPPER PIPE RISER

CAP EXISTING WATERLINE TO

BE ABADNONED IN PLACE

2" SCH 40 PVC

3 INSTALL 3/4" CURB VALVE DIRECTLY DOWNSTREAM OF

REDUCER PER SPECIFICATIONS AND DETAIL SHEET C-08

File details come from the government source that posted it. Updated Jul 2, 2024.