C04_Attachment 5- NMR Culverts_Plans.pdf

PDF 18 MB Posted Jul 27, 2026

Attached to: North Mills River Campground
Solicitation number: 12445226Q0042
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Jul 27, 2026

This document is a comprehensive set of design and construction drawings for the Pisgah National Forest Disaster Recovery North Mills River Campground Reconstruction Project in Mills River, North Carolina, managed by the United States Department of Agriculture Forest Service, Southern Region, Pisgah Ranger District.

The project encompasses extensive site improvements including the reconstruction of two camping loops with approximately 27 total campsites, a day-use picnic area with parking and amenities, a roadside loop with additional campsites, and an RV dump station. Key infrastructure components include new pavement, concrete sidewalks and walkways, drainage systems with multiple culverts, water and wastewater utilities, electrical service with multiple meter pedestals, sewer lines with pump stations and treatment facilities, and comprehensive signage throughout the property. Recreational amenities include picnic tables, grills, trash receptacles, fire rings, foot bridges with safety railings, fishing landing with accessible features, and an accessible drinking fountain and bottle filling station. The bathhouse reconstruction involves 8-unit facilities with shower rooms, restrooms, lavatories, and utility areas, while additional structures include storage buildings, a treatment plant, and wellhouse repairs. The design includes detailed specifications for site grading, stormwater management with silt ponds, erosion control measures using temporary silt fencing and coir erosion control blankets, retaining walls, timber curbing, and accessible parking spaces. Construction details address concrete foundations, framing systems, roofing materials, door and window schedules, interior finishes with tile work and epoxy coatings, HVAC systems, plumbing fixtures and accessories, and electrical layouts with panel schedules and circuit schematics. The project also encompasses demolition of existing structures and removal of obsolete utilities, replacement of rotted timber members in existing buildings, and various repair details for miscellaneous structures including the existing foot bridge and watermain system.

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Other files

File	Type	Posted
C05_ Solicitation 12455226Q042 Amendment 001.pdf	PDF	Aug 26, 2026
C05_Attachment 1- Revised NMR CG Recon_Specifications.pdf	PDF	Aug 26, 2026
C05_Attachment 6- Revised NMR CG Recon Plans.pdf	PDF	Aug 26, 2026
C05_Revised Terms and Conditions - Solicitation 12455226Q042.pdf	PDF	Aug 26, 2026
C04_Attachment 5- NMR Culverts Plans.pdf	PDF	Aug 21, 2026
C04_Attachment 6- NMR CG Recon Plans.pdf	PDF	Aug 21, 2026
12445226Q0042.pdf	PDF	Jul 27, 2026
12445226Q0042.pdf	PDF	Jul 27, 2026
12445226Q0042.pdf	PDF	Jul 27, 2026
C04_Attachment 8- Wage Determination Highway.pdf	PDF	Jul 27, 2026
C04_Attachment 7- Wage Determination Building.pdf	PDF	Jul 27, 2026
C04_Attachment 6 - NMR CG Recon_CnxnPlans.pdf	PDF	Jul 27, 2026
C04_Attachment 1 - NMR CG Recon_Specifications.pdf	PDF	Jul 27, 2026
C04_Attachment 3- NMR CG Recon_SOI.pdf	PDF	Jul 27, 2026
C04_Attachment 9- Past Performance Questionnaire.pdf	PDF	Jul 27, 2026
C04_Attachment 5- NMR Culverts_Plans.pdf	PDF	Jul 27, 2026
C04_Attachment 4- NMR Culverts_FSSS.pdf	PDF	Jul 27, 2026
C04_Attachment 2- NMR Culverts_SOI.pdf	PDF	Jul 27, 2026

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PROJECT LOCATION MAP

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET # SHEET TITLE

COVER SHEET

N. MILLS RIVER CG

5289 N. MILLS RIVER RD.

MILLS RIVER, NC

28759

EXISTING SITE AND DEMOLITION PLAN

PARKING LOT AND P. AREA EXISTING SITE AND DEMOLITION PLAN

NEW CAMPSITES LAYOUT

MANAGER'S SITE #1 COORDINATES AND DIMENSIONS

NEW CAMPSITES LAYOUT AND COORDINATES

NEW CAMPSITE #25 LAYOUT AND PROFILE

CAMPSITES LIVING SPACE AND AMENITIES CONCEPTUAL

CAMPSITES AMENITIES DETAILS

3-PANEL INFORMATION KIOSK LAYOUT

3-PANEL INFORMATION KIOSK FOUNDATION SLAB LAYOUT

3-PANEL INFORMATION KIOSK CONSTRUCTION DETAILS

NEW RV DUMP STATION CONSTRUCTION DETAILS

NEW WASTEWATER PUMP STATION DETAILS

NEW MDP CONSTRUCTION DETAILS

EXISTING SITE AND DEMOLITION PLAN

(R-08) SOUTHERN REGION

NATIONAL FORESTS IN NORTH CAROLINA

PISGAH RANGER DISTRICT

NEW RV DUMP STATION LAYOUT AND COORDINATES

PICNIC AREA TRAIL RELOCATION AND AMENITIES LAYOUT

DAY USE PARKING LOT LAYOUT

DAY USE PARKING LOT COORDINATES AND GRADING PLAN

DAY USE PARKING LOT 2-PANEL KIOSK DETAILS

NEW CAMPSITES GRADING AND DIMENSIONS

FLOOR PLAN AND ELEVATIONS

GRADING PLAN

FOUNDATION DETAILS

BUILDING SECTIONS

MISCELLANEOUS BUILDING SECTIONS

ROOF FRAMING LAYOUT

PLUMBING SCHEMATICS

CONSTANT PRESSURE BOOSTER PUMP DETAIL

PLUMBING FIXTURES AND ACCESSORIES SCHEDULES

SHOWERS AND RESTROOMS SECTIONS

ELECTRICAL LAYOUT AND SCHEDULES

HEATING & VENTILATION DETAILS

DOOR AND FINISH SCHEDULES

MDP #1 AND #2 CONSTRUCTION DETAILS

RV POWER PEDESTALS SCHEMATICS

EXISTING BUILDINGS REPAIRS

MISCELLANEOUS REPAIRS DETAILS

SINGLE ROAD GATE DETAILS

PICNIC AREA FOOT BRIDGE REPAIRS

RIVER ACCESS STAIRWAY CONSTRUCTION DETAIL

NEW CAMPSITE #25 RETAINING WALL RAILING DETAILS

DRAINAGE PIPE CULVERTS SCHEDULE

PICNIC AREA AMENITIES DETAILS

TRASH RECEPTACLES AND FOOD LOCKERS DETAILS

FISHING LANDING LAYOUT

FISHING LANDING SECTIONS

FISHING LANDING RAILINGS LAYOUT AND SECTIONS

EXISTING BUILDINGS REPAIRS

PICNIC AREA TRAIL RELOCATION AND AMENITIES LAYOUT

INDEX OF SHEETS

SHEET # SHEET TITLE

DOUBLE ROAD GATE DETAILS

CAMPSITES #2, #3, #4, #5, #6, #8, #9 COORDINATES AND DIMENSIONS

CAMPSITES #10, #11 COORDINATES AND DIMENSIONS

CAMPSITES #7, #12, #13 COORDINATES AND DIMENSIONS

METAL ROOFING TRIM DETAILS

60 ROAD BRIDGE RAILING REPAIRS

SIGNAGE LAYOUT AND SCHEDULE

REVIEWED BY:

FACILITIES PROGRAM MANAGER

RECOMMENDED BY:

PUBLIC SERVICES STAFF OFFICER

RECOMMENDED BY:

PISGAH DISTRICT RANGER

APPROVED BY:

FOREST SUPERVISOR

STORM SEWER AND SILT POND PROFILE64

EROSION AND SEDIMENTATION CONTROL

13A TRUSS BRIDGE ACCESS WALKWAY DETAILS

19A CAMPSITE #15 LAYOUT AND DETAILS

19B CAMPSITE #16 LAYOUT AND DETAILS

37B

3-PANEL INFORMATION KIOSK FOUNDATION SECTIONS33A

37A

BLOCK VENTS DETAILS43A

SIGN BASE DETAIL

Parking Area

Pipe Drain

12" C.M.P.

Sign

Top of Bank

Old Rock Retaining Wall

Rhododendron, Hemlock, Poplar

Foot Bridge

Gravel Trail

Rhododendron

Daytime Parking Area

B rid ge F.S. #1206

F .S

. #5

Gravel Trail

Asphalt Curb

OBLITERATE

EXISTING TRAIL

REMOVE DUMPSTER

PAD

REMOVE ALL EXISTING PICNIC TABLES

AND PED. GRILLS - SEE NOTES

REMOVE

PICNIC TABLES

GENERAL NOTES:

REMOVE DF

REPLACE HAND RAILINGS

SEE DETAIL

SHEET 9

REMOVE AND REPLACE EXISTING

SPLIT-RAIL FENCE TYP. ENTIRE

CAMPGROUND - SEE DETAIL SHEET 17

REMOVE EXIST. FLUSH TOILET

BUILDING AND RELATED

REMOVE EXIST. FISHING PIER

REMOVE EXIST. GATE

REMOVE EXISTING

DUMPSTER PAD

CONTRACTOR TO

STAKE SILT POND

PERIMETER - ADJUST

SHAPE AND LOCATION

TO MINIMIZE TREE

CLEARING

REMOVE ALL TREES BETWEEN RIVER'S EDGE AND PARKING LOT

ROUND POST FENCE (TYP.)

SEE DETAIL SHEET 18

CONSTRUCT CONCRETE

TRAIL WALKWAY

PARTIAL LAYOUT DIMENSIONS

SECTION A - SIDEWALK DETAIL

NEW TOP OF

BANK

4" WIDE

BLUE STRIPES

4" WIDE

WHITE STRIPES

6" WIDE

CONCRETE CURB AT 1% GRADE

SECTION B - CURBING DETAIL

COIR EROSION CONTROL

BLANKETS (TYP.)

12" DIA. COCONUT

COIR LOGS (TYP.)

H.CAP SIGNS DETAIL

NEW TOP

OF BANK

6" WIDE

CONCRETE CURB

TOP OF CURB 2215.38

PVMNT FIN. ELEV. 2214.88

TOP OF CURB 2217.23

FIN. PVMNT 2216.73

Northing Ground

ElevationPoint # Easting

2216.40 2214.60 2214.97 2217.00 2216.60 2216.60

Finished Elevation

2217.60 2217.23 2215.38

2216.80

Description /Remarks

13 2217.35 12 2216.35

BEGIN CONCRETE CURB

TOP CONC CURB CORNER

8 5598.80 4794.36 2217.72 TRAV I.P. & CAP

DRIVEWAY RADIUS POINT

FIN. ELEV. SIDEWALK CRNR

S.WALK/P.LOT CORNER

S.WALK CRNR/BEGIN RAMP

RET. WALL CORNER

FISHING LANDING CORNER

4802.31 4824.35 4973.20 4959.95 4989.78 4995.85 4951.97 4934.58 4770.74 4801.57 4797.23 4717.43 4842.29 4833.22

5535.30 5538.55 5429.33 5423.50 5411.23 5400.67 5406.45 5390.57 5510.79 5481.96 5476.04 5461.22 5442.98 5430.62

END TOP CONCRETE CURB

0+00 PVMNT

ELEV. 2217.36

3+38 PVMNT

ELEV. 2218.10

FIN. PVMNT/SIDEWALK

ELEV. 2217.00

3+38 EXIST. PVMNT

ELEV. 2218.10

FIN. PVMNT/SIDEWALK

ELEV. 2214.97

SILTATION POND

TOP OF CURB 2217.21

FIN. PVMNT 2216.71

0+00 EXIST. PVMNT

ELEV. 2217.36

SIDEWALK/P.LOT CORNER

FIN. ELEV. 2217.00

TOP OF CURB 2215.38

PVMNT FIN. ELEV. 2214.88

ENTRANCE / EXIT GRADING PLAN

0+00 0+26 0+74.6 0+86.6 2+00 2+40 2+67.63 3+07.78 3+38

4810.89 4794.43 4799.90 4809.56

5588.74 5568.68 5525.49 5518.39

4900.99 4933.24 4955.52 4993.68

5451.31 5427.64 5411.29 5406.26

5021.855417.21

2213.52 2214.48 2216.54 2218.10

2217.36 2217.00

2216.21 2214.22

EXIST. PVMNT EDGE

PVMNT CENTERLINE

CATCHBASIN CENTERLINE

EXIST. PVMNT EDGE

PVMNT CENTERLINE

15 4874.075400.64 16 4889.825399.83 17 4898.105411.13

18 MANHOLE CENTERLINE4967.135390.88

19 SILTATION POND C.LINE4987.465368.82

20 CMP INLET4984.355422.02

DRIVEWAY RADIUS POINT

SIDEWALK CORNER

FISHING LANDING CORNER

RET. WALL CORNER

TOP CONC CURB CORNER

2215.18

15 16

SECTION A

GATE ELEVATION

GATE PLAN VIEW

DETAIL A

GENERAL NOTES:

GATE ELEVATION

GATE PLAN VIEW

DETAIL 1

SECTION A

DETAIL 2

FRONT ELEVATION

CEILING JOIST PLAN

A B

DIRECTORY SPECIFICATIONS

ROOF RAFTERS PLAN

DAY USE KIOSK LAYOUT

PARTIAL PROFILE

AMENITIES QUANTITIES

Northing Ground

ElevationStation Easting 0+00 0+12 0+31 0+43 0+75 1+20 2+00 2+40 2+75 3+45 3+71

Finished Elevation 2223.53 2223.63 2222.91 2222.69 2221.81

Description / Remarks

BEGIN PAVED TRAIL4791.75

4798.10 4782.11 4782.46 4779.28 4774.95 4770.74 4767.79 4775.70 4782.43 4785.38

5604.40 5589.31 5588.75 5578.76 5559.45 5549.05 5510.79 5506.76 5500.95 5489.77 5493.85

2223.53 2221.13 2221.11 2221.69 2221.31 2220.73 2219.23 2219.30 2218.54 2219.08 2219.30

4+00 4782.435489.77 2218.54

Gate

Foot Bridge

F.S. #1206

F .S

. #5

Northing Ground

ElevationStation Easting 3+45 3+71

Finished Elevation

Description /Remarks

4782.43 4785.38

5489.77 5493.85

4+00 4+75

4782.43 4785.38

5489.77 5493.85

6+50 6+85

4782.43 4785.38

5489.77 5493.85

2215.65 2216.99

7+30 7+70

4782.43 4785.38

5489.77 5493.85

2216.79 2215.20

8+02 8+19

4782.435489.77 2215.74

8+34 END TRAIL

5+50 4785.385493.85 2217.17 5+90 4785.385493.85 2216.53

2219.08 2219.30 2218.54 2218.72

CP-17

2215.3

WALKWAY CROSS SECTION

STAIRWAY REINFORCEMENT DETAIL

WALKWAY EXP. JOINTS DETAIL

DOUBLE TABLE PAD LAYOUT

SECTION A

PEDESTAL GRILL DETAIL

TRAIL WALKWAY SECTIONPICNIC TABLES DETAIL

SINGLE TABLE PAD LAYOUT

ACC. DOUBLE TABLE PAD LAYOUT

ACC. SINGLE TABLE PAD LAYOUT

ACC. TRASH RECEPT. and PET WASTE COL. STA.

ACCESSIBLE TRASH RECEPTACLE SECTION

PLAN VIEW

FOOT BRIDGE REPAIR SECTION

BOLLARD DETAIL

Sewer Tap

Breaker Box

Faucet

Fountain

G ravel Trail

Daytime Parking Area

C.M.P.

= Water Valve

= Rock Wall

= Power Pole

= Corrugated Metal Pipe

= Reinforced Concrete Pipe

= Drainage or Ditch Line

= Control Point

= Sanitary Sewer Manhole

LEGEND

= Corrugated Plastic Pipe

= Grill

REMOVE TENT PADS

CONCRETE

CURBING (TYP.)

REMOVE ALL AMENITIES INCL.

PICNIC TABLES, FIRE RINGS

AND LANTERN POSTS (TYP.)

REMOVE ALL

AMENITIES THIS SITE

(R08)

SOUTHERN REGION

NORTH MILLS RIVER

CAMPGROUND

RECONSTRUCTION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

MARCH 2026

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE

DRAWING SHEET NO.

United States Department of Agriculture Forest Service

DRAWN

DESIGNER

DRAWING SCALE

1" = 30'

MAIN LOOP

EXISTING SITE

AND

DEMOLITION PLAN

REMOVE EXIST.

TREE

EXIST.

BATH-HOUSE

SEE SHEET 57

FOR REPAIRS

REMOVE EXIST.

SPLIT-RAIL FENCE (TYP.)

REPLACE EXIST.

YARD HYDRANT

REPLACE EXISTING

18" DIA. RCP

REPLACE EXIST.

CULVERT

NO WORK THIS AREA

REMOVE EXISTING PAVED DITCHES

AND REPLACE W/ CONCRETE V-DITCHES

SEE DETAIL

REMOVE ASPHALT PAVEMENT BY MILLING. SCARIFY THE

EXISTING BASE AND MIX WITH THE MILLED MATERIAL.

PLACE A 4" MIN. LOOSE DEPTH LAYER OF ABC STONE OVER

MIXED MATERIAL AND COMPACT TO 90% OF THE MATERIAL'S

MOST RECENT AASHTO T-180 TEST RESULTS. FIELD TEST THE

STONE BASE COMPACTION BY THE CONVENTIONAL METHOD OR

THE NUCLEAR GAUGE METHOD. (REF. SECTION 520 OF NCDOT SPECS)

Top of Bank

B A

Sewer Tap

Breaker Box

Faucet

Fountain

G ravel Trail

Daytime Parking Area

CONTROL POINT COORDINATES

Northing ElevationPoint # Easting Description

5592.5524 4020.9913 2225.04 trav nail

5541.7126 3541.7162 2233.69 trav I. P.& Cap

5352.3197 3812.2922 2238.82 trav nail

5209.1872 3852.3212 2246.44 trav Magnail

5228.8009 4067.0365 2249.59 trav nail

5465.6558 4060.4353 2235.64 trav I. P.& Cap

REPAIR STONE

STAIRWAY

AMENITIES QUANTITIES:

CAMPSITES POINT COORDINATES

Northing

Elevation Easting

RP 14A 5458.00 3979.88

5436.67 4053.44

5422.76 3979.30

3990.495461.16

Point #

RP 14B

D C

4127.47 4083.49

RP 16A 5244.45

5213.55 5254.16 5234.53

RP 16B

D C 4113.46

4127.25

RP 17A

RP 17B

D C

RP 18A

RP 18B

D C

4037.10 4028.53

RP 19A 5340.82

5328.03 5266.14

5324.61

RP 19B

D 4011.47C 4041.28

3976.26 3938.76

5290.29 5223.81 5302.27 5279.79D

C 3941.27 3981.40

Ground Elevation Finished

CAMPSITES POINT COORDINATES

Northing

Elevation EastingPoint #

RP 21A 5297.64 3851.45

5368.09 3814.03

5298.49 3844.21

5306.03 3858.34

RP 21B

D C

E 5325.75 3861.43

5589.42

5381.49 3775.34

5451.21 3681.71

5379.43 3736.24

5408.31 3757.75D

5521.16 3536.97

5510.97 3590.65

5529.96 3544.18

5510.31 3540.44D

Ground Elevation Finished

CAMPSITE 25

5498.67 3752.31

5563.87 3812.56

5514.89 3756.41

5493.17 3779.91D

5515.82 3909.55

5580.58 3947.44

5523.45 3907.57

5507.30 3935.22D

RP 24A

RP 24B

RP 26A

RP 26B

RP 20A

RP 20B

4167.81 4114.41

5173.22 5162.47 5191.70 5160.33

4153.23 4159.54

4176.92 4144.55

5094.41 5090.98 5086.19 5054.37

4175.23 4178.60

A 3845.07

5598.32 3858.37

5615.37 3856.38C

D E F

5620.23 3898.10

5603.18 3900.08

5597.57 3915.07

2234.44 2236.83 2236.37 2235.34

2250.85 2250.89 2250.24 2251.48

2260.34 2256.26 2257.93 2258.55

2263.73 2261.99 2264.01 2265.16

2240.53 2245.77 2241.31 2242.76

2243.41 2247.32

2237.61

2243.91 2244.58

2237.25

2238.02 2237.68

2237.31 2236.09

2235.14

2234.73 2238.55 2236.68

2233.84 2234.28 2233.66 2234.03

2231.98 2228.03 2232.00 2232.14

2226.21 2225.04 2224.30 2222.63 2224.18 2225.43

2230.59 2225.40 2230.26 2230.34

SEE SHEET 19

RP 27A 5458.41 3838.36

5442.26 3751.93

5474.10 3790.57

5480.10 3822.00

RP 27B

D C

2233.67

2232.65 2232.75

EXISTING

POWER POLE W/ TRANSF.

RE-SET

DUMPSTER

NEW 10 FT. WIDE X 12 FT. DEEP

CONCRETE DUMPSTER PAD

NO WORK THIS AREA

BEGIN NEW

PAVEMENT

DUAL FLEX POST

USFS LOGO

CAMPING

INDIVIDUAL 3X4

LETTERS & NUMBERS

IN FIRE RINGS ONLY

RESERVED SIGN

ANCHOR

GRADE

54-IN. DUAL-FLEX FIBERGLASS

SITE MARKER W/ ONE POINTED

END, BROWN ONLY, ITEM NO. DF54-01

BY ROCKART SIGNS AND MARKERS

TEL. 480-854-3400

EXISTING

3/4" PVC

NEW ACC.

HYDRANT

TRASH

RECEPT.

R=50

R=46'

R=50'

EXISTING BRIDGE

BEGIN NEW PAVEMENT

2" THK. COMPACTED NCDOT

S9.5B BITUMINOUS PAVEMENT

PAVE SPUR DRIVE

10 FT. MIN. WIDTH

PAVE MAIN LOOP

11 FT. MIN. WIDTH

R=100'

R=145'

R=12

R =12'

R=6'

PAVE MAIN LOOP

11 FT. MIN. WIDTH

13'

PARKING SPACE

13 FT. MIN. WIDTH (TYP.)

CAMPING SITE PARKING 13 FT. MIN. WIDTH

16' WIDTH WHERE FEASIBLE

R=50'

R=42'

R=24'

R=16'

NEW

24" CMP

R=57'

R =12'

R =5

12'

NEW CONCRETE DITCH

SEE DETAIL SHEET 19

NEW

24" DIA. X 24' CMP

13'

WHEEL STOP

R =5

R=50'

24'

R=45'

R=50'

R=61'

R=3 2'

R =6

SEE SHEET 19A FOR

RECONSTRUCTION DETAILS

SEE SHEET 19

SEE SHEET 19B FOR

RECONSTRUCTION DETAILS

HOST

B 23 A

B A

FILL W/ NCDOT

ABC STONE BASE (TYP.)

CURBING TO BE

LEVEL (TYP.)

LEVEL PARKING

SPACE (TYP.)

26 27

R=16'

LOOP ROAD AND V-DITCH CROSS SECTION TYPICAL

SEE RECONSTRUCTION

DETAILS SHEET 19A

SEE RECONSTRUCTION

DETAILS SHEET 19B

CONTROL POINTS COORDINATES

Northing ElevationPoint # Easting Description

18 5228.80 4067.03 2249.59 trav nail

CAMPSITES POINT COORDINATES

Northing GroundPoint # Easting Description

5291.56 4098.67

5318.98 4115.16

5324.97 4130.01

Elevation Finished Elevation

A B

Campsite Number

4125.56

5331.80

5306.53 4135.69

5314.78 4121.98

D E

BEGIN RET. WALL

RET. WALL CORNER

RECONSTRUCTION LAYOUT

2247.17

STAIRWAY SECTION

B C

PAVEMENT CORNER

LIVING SPACE CRNR

2247.50 2247.50

2244.50

END RET. WALL

LIVING SPACE CRNR

CONTROL POINTS COORDINATES

Northing ElevationPoint # Easting Description

18 5228.80 4067.03 2249.59 trav nail

CAMPSITES POINT COORDINATES

Northing GroundPoint # Easting Description

5241.79 4083.20

5251.00 4096.28

5244.46 4100.88

Elevation Finished Elevation

A B

Campsite Number

4113.975253.65D

16 RET. WALL CORNER

RECONSTRUCTION LAYOUT

2252.50

RET. WALL CORNER

RET. WALL CORNER2252.50

SECTION A -TIMBER WALL

RETAINING WALL COORDINATES

Northing GroundPoint # Easting

A 5589.42 3845.07

5598.32 3858.37

5615.37 3856.38

Elevation Retaining Wall

Finished Elevation

B C D E F

5620.23 3898.10

5603.18 3900.08

5597.57 3915.07

2226.21 2225.04 2224.30 2222.63 2224.18 2225.43

2227.92

WIREWAY DETAIL

SAFETY RAILING X-SECTION

SAFETY RAILING LAYOUT

TIMBER CURBING SPLICING DETAIL

PICNIC TABLES DETAIL

BOXED STEPS ISOMETRIC

POLE FENCE DETAIL

STAIRWAY PROFILE

NEW MDP #3 FRONT VIEW

GABLE END DETAIL

ROOF TRUSSES SECTION

ROOF TRUSSES PLAN

SECTION A

MDP SCHEDULE

GENERAL NOTES:

NEW MDP #3 BACK VIEW

Repair Foot Bridge

Sign

HOST

Gabion Retaining Wall

Fountain

FountainTop of Bank

Gate

Rail Fence

Rhododendron

Wetlands Area

B rid ge

Gravel Trail

C.M.P.

= Water Valve

= Rock Wall

= Power Pole

= Corrugated Metal Pipe

= Reinforced Concrete Pipe

= Drainage or Ditch Line

= Control Point

= Sanitary Sewer Manhole

LEGEND

= Corrugated Plastic Pipe

= Grill

ROADSIDE LOOP

SITE

REMOVE EXISTING

2-UNIT VAULT TOILET

REMOVE

R.ROOM BLDG.

WELLHOUSE

OBLITERATE

CAMPSITE #10

REMOVE

INFO. KIOSK

REMOVE BAR

SCREEN BOX

REMOVE DUMP STA.

TOWERS AND BASIN

REPLACE

ALL HYDRANTS

REMOVE P.POLE AND

SERVICE - COORD.

W/ DUKE ENERGY

REMOVE AND REPLACE

SPLIT-RAIL FENCE (TYP.)

REMOVE

SEWER MH

REMOVE

EXIST. PUMP STA.

REPLACE

HYDRANT

ALL CAMPSITES TO BE RECONSTRUCTED

REMOVE AMMENITIES, TIMBER CURBING,

RET. WALLS, STEPS AND SIGNAGE (TYP.)

REMOVE AND

REPLACE TOP 2

ROTTED TIMBER

WALL MEMBERS

REPLACE

(4) CULVERTS

EXIST. GRAVITY SEWER

TO BE REMOVED

REPLACE

ROOFING

REPLACE

EXIST. CULVERT

REMOVE D.I.P. SEWER AND

PIERS

REMOVE

EXISTING

GATES

REMOVE ASPHALT PAVEMENT BY MILLING. SCARIFY THE

EXISTING BASE AND MIX WITH THE MILLED MATERIAL.

PLACE A 4" MIN. LOOSE DEPTH LAYER OF ABC STONE OVER

MIXED MATERIAL AND COMPACT TO 90% OF THE MATERIAL'S

MOST RECENT AASHTO T-180 TEST RESULTS. FIELD TEST

BASE COMPACTION BY THE CONVENTIONAL METHOD OR THE

NUCLEAR GAUGE METHOD. (REF. SECTION 520 OF NCDOT SPECS)

R'S

Gabion Retaining Wall

Top of Bank

ROADSIDE LOOP

Rhododendron

Wetlands Area

B rid ge

SIT

WELLHOUSE

PLACE 2" DEPTH X 11 FT. WIDTH

COMPACTED NCDOT S9.5B BITUMINOUS

PAVEMENT SURFACING (TYP.)

NEW

HYDRANT

NEW ROUND-RAIL

FENCE (TYP.)

EXCAVATE V-SHAPED

DRAINAGE DITCH

NEW RV

DUMP STA.REMOVE AND

REPLACE

ROTTED

TIMBERS

NEW

HYD.

CONNECT TO EXIST.

FORCED MAIN

2" FORCED MAIN

(OPEN TRENCH)

JACK & BORE

6" DIA. BLACK

STEEL CASING

NEW

B.HOUSE

REPLACE

ROOFING

EXISTING PACKAGED

PUMP STATION TO REMAIN

6 FT. WIDE

CONCRETE WALKWAY

PEDESTRIAN

X-ING

ACCESSIBLE

PARKING SPACE

NEW

MDP #1

NEW MDP #2

SEWER

MH #2

SEWER

MH #1

6" SEWER

DIR. BORING

9 FT. WIDE PAVED

PUMP STA. ACCESS

NEW GATE

NEW CONC.

DUMPSTER PAD

3-PANEL

KIOSK SLAB

PLACE 2" DEPTH

COMPACTED NCDOT S9.5B

BITUMINOUS PAVEMENT SURFACING

(TYP. ALL CAMPSITES PARKING SPACES)

R=24'

PAVED VISITOR'S

PARKING

CONTROL POINTS COORDINATES

Northing ElevationPoint # Easting Description

12 5919.9786 4058.2929 2229.74 trav nail

CAMPSITES POINT COORDINATES

Northing GroundPoint # Easting Description

5901.22 4025.73

5899.44 4013.24

5900.96 3988.74

Elevation Finished Elevation

A B

Campsite Number

3944.11

5873.26

5852.18 3955.58

5871.34 3990.82

D E

5882.00 4009.40H

G 5881.05 3997.66

BEGIN CURBING

CURBING EXT. CORNER

END CURBING

RECONSTRUCTION LAYOUT

STAIRWAY SECTION

STAIRWAY PLAN

TIMBER WALL SECTION

2233.50

CONTROL POINTS COORDINATES

Northing ElevationPoint # Easting Description

9 5780.0891 4613.8677 2220.41 trav I. P.& Cap 10 6076.5621 4468.9957 2232.19 trav nail 11 6100.1229 4244.4505 2236.77 trav Magnail 12 5919.9786 4058.2929 2229.74 trav nail

CAMPSITES POINT COORDINATES

Northing GroundPoint # Easting Description

5876.72 4077.00

5878.79 4108.94

5902.74 4107.39

Elevation Finished Elevation

A B

Campsite Number

5921.32 4040.41

5932.73 4029.19

5961.89 4058.87

A B3

5925.55 4132.89

5927.61 4164.83

5951.56 4163.28

A B4

6000.13 4090.69

6036.95 4105.78

6032.49 4116.65

A B5

6016.59 4114.85

5962.75 4184.00

5964.81 4215.93

5988.76 4214.38

A B6

6058.62 4351.24

6045.99 4361.06

6040.72 4380.35

A B8

6100.99 4454.88

6108.03 4450.75

A B9

6124.82 4450.65C

6125.04 4484.43D

6095.13 4484.63E

CONTROL POINTS COORDINATES

Northing ElevationPoint # Easting Description

53 5983.0831 4588.8902 2227.30 trav nail

CAMPSITES POINT COORDINATES

Northing GroundPoint # Easting Description

6051.96 4533.88

6073.89 4534.27

6078.75 4530.74

Elevation Finished Elevation

A B

Campsite Number

6099.82 4538.29

6094.97 4551.81

6082.67 4562.23

D E

6073.59 4551.60

6049.46 4551.18

H I

G 6073.46 4558.93

5994.67 4600.50

6016.25 4602.80

6035.50 4585.75

6031.96 4618.89

D E

C 6018.26 4583.91

5991.86 4614.62F

2228.50

2232.00

2230.94 2229.78

2234.50 2233.00

2233.00

CONTROL POINTS COORDINATES

Northing ElevationPoint # Easting Description

CAMPSITES POINT COORDINATES

Northing GroundPoint # Easting Description

6076.47 4193.40

6099.77 4188.30

6105.01 4212.31

Elevation Finished Elevation

A B

Campsite Number

6096.04 4297.71

6086.16 4232.27

6086.79 4208.20

D E

5943.19 4626.93

5951.85 4643.40

5953.15 4658.60

5936.92 4666.24

A B

5927.79 4664.20 F 5931.66 4647.99

5925.27 44636.34

D E

5905.29 4601.86

5878.47 4584.40

5851.97 4595.77

5878.78 4613.24

A B

11 6100.1229 4244.4505 2236.77 trav nail

52 5886.5394 4651.3020 2223.24 trav nail

2238.50 2238.50

2236.50

2236.00 2236.00

2226.00

2225.00

2224.50

2225.14

2224.50

6 7

3-PANEL INFO. KIOSK

SLAB

VISITOR'S

PARKING

FOUNDATION SLAB LAYOUT

SECTION C SECTION ASECTION B

KIOSK AND PARKING PROFILE

FRONT ELEVATION

CEILING JOIST PLAN

A B

DIRECTORY SPECIFICATIONS

ROOF RAFTERS PLAN

SECTION B

ELECTRICAL SERVICE DETAIL

NEW MDP #2 FRONT VIEW

GABLE END DETAIL

ROOF TRUSSES SECTION

ROOF TRUSSES PLAN

SECTION A

GENERAL NOTES:

NEW MDP #1 FRONT VIEW

C M

VALVE BOX DETAIL

YARD HYDRANT DETAIL

BACKFLOW PREVENTER VALVE DETAIL

(R08)

SOUTHERN REGION

United States Department of Agriculture Forest Service

NORTH MILLS RIVER

CAMPGROUND

RECONSTRUCTION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

MARCH 2026

PROJECT NAME

DATE

DRAWING SHEET NO.

DRAWN

DESIGNER

3/4" = 1'-0"

UTILITIES TRENCHING

TYPICALS

STAMPS, LOGOS, AND SEALS

United States Department of Agriculture Forest Service

DRIVEWAY CENTERLINE COORDINATES & ELEVATIONS

Northing Exist. ElevationPoint # Easting Description

BEGIN DRIVEWAY CENTERLINE

DRIVEWAY CENTERLINE

END DRIVEWAY CENTERLINE

Fin. Elevation

NORTH MILLS RIVER

CAMPGROUND

RECONSTRUCTION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

MARCH 2026

PROJECT NAME

DRAWING TITLE

DATE

DRAWING SHEET NO.

DRAWN

DESIGNER

DRAWING SCALE

1" = 10'

RV DUMP STATION

LAYOUT

2+12.15

0+39.58 5879.19 4275.68

86.73 5899.85 4237.69

1+70.49 5881.87 4155.88

5852.67 4130.10

2+50.46 5814.52 4126.58

0+00 5850.85 4301.88

NEW RV DUMP STATION LAYOUT

1685 SMH #1

R=4 2'

R=24'

R=42'

A B C D E F G H I J K L

5824.48 4173.77

5825.75 4160.65

5873.08 4157.81

5891.06 4239.62

5857.48 4266.52

5843.40 4259.96

5855.67 4330.49

5882.35 4284.10

5908.64 4235.76

5890.66 4453.94

5861.98 4122.81

5833.12 4113.95

RV DUMP STATION LAYOUT

NON-POTABLE TOWER SIGNAGE POTABLE TOWER SIGNAGE

RV DUMP STATION PLAN VIEW

SEWERLINE PROFILE - PUMP STA. TO SEWER MANHOLE #2

SEWERLINE PROFILE - PUMP STA. TO STA. 1+78

SEWERLINE PROFILE - SEWER MH #2 TO RV DUMP STA. BUILDING SEWER DETAIL

SEWERLINE CLEANOUT TYP. DETAILSEWER M.H. #1 ORIENTATION SEWER M.H. #2 ORIENTATION

STANDARD MANHOLE TYPICAL

DETAIL B

DETAIL A

DROP MANHOLE TYPICAL

- PLAN VIEW -

- SECTION -

WETWELL SECTION

PUMPS HOIST DETAIL

WARNING SIGN DETAIL

FLOOR PLAN

LEFT SIDE ELEVATION FRONT ELEVATION

RIGHT SIDE ELEVATION

BLOCK VENTS SECTION

STEEL LINTEL BOX DETAIL

BUILDING CROSS SECTION

STAIRWAY PLAN VIEW

STAIRWAY RAILING SECTION

FOUNDATION LAYOUT

SECTION C

EXT. WALL INSULATION / ROCK VENEER SECTION

BEAM TRIM DETAIL

PORCH CEILING & SOFFIT DETAIL

PICTURE WINDOWS R.O.

PICTURE WINDOWS DETAIL

CUSTOM COLUMNS TOP PLATE DETAIL

ROOF FRAMING PLAN

END TRUSS DETAIL

TRUSSES DETAIL

VENTED RIDGE DETAIL

FLOATING RAKE DETAILEAVE DETAIL

NON-VENTED RIDGE DETAIL

PIPE PENETRATION DETAIL

NORTH MILLS RIVER

CAMPGROUND

RECONSTRUCTION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

MARCH 2026

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE

DRAWING SHEET NO.

DRAWN

DESIGNER

DRAWING SCALE

1" = 60'

SIGNAGE LAYOUT

AND SCHEDULE

ROADSIDE LOOP

3 12

B A

SIGNS INSTALLATION DETAIL

SIGNAGE SCHEDULE

8 9

SIGNAGE SCHEDULE

NOTES:

SEE SHEET 18 FOR CAMPING SITES

NUMBERING DETAILS

United States Department of Agriculture Forest Service

NORTH MILLS RIVER

CAMPGROUND

RECONSTRUCTION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

MARCH 2026

PROJECT NAME

DATE

DRAWING SHEET NO.

DRAWN

DESIGNER

3/4" = 1'-0"

DRAINAGE CULVERTS

SCHEDULE

STD. TEMPORARY SILT FENCE INSTALLATION DETAIL

EROSION CONTROL NOTES:

(R08)

SOUTHERN REGION

United States Department of Agriculture Forest Service

NORTH MILLS RIVER

CAMPGROUND

RECONSTRUCTION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

MARCH 2026

PROJECT NAME

DATE

DRAWING SHEET NO.

DRAWN

DESIGNER

3/4" = 1'-0"

EROSION

AND

SEDIMENTATION

CONTROL

STRAW BALES SILT CHECKS DETAIL NOTES:

DAY USE PARKING LOT SLOPE PROTECTION DETAIL

	2026-07-11T14:52:29-0400
CALEB DAVIS

	2026-07-13T08:33:49-0400
JAMES JONES

	2026-07-13T08:19:13-0400
DAVID CASEY

	2026-07-13T13:17:45-0400
JAMES MELONAS

File details come from the government source that posted it. Updated Jul 27, 2026.