Attch_6_Dolly_Copp_Plans_WaterElectric_Construction_03-15-16.pdf

EASTERN REGION

VICINITY MAP

US Department of Agriculture Forest Service

DOLLY COPP CAMPGROUND

White Mountain National Forest Androscoggin Ranger District

SHEET SHEET TITLE

Forest Supervisor

District Ranger

FOREST DEVELOPMENT PROJECT

PROJECT

LOCATION

Region Nine

Director of Engineering

C-001 Cover Sheet 1 OF 27 C-002 Water Overall Plan - North 2 OF 27 C-003 Water Overall Plan - South 3 OF 27 C-101 Water Plan - Entrance Facilities 4 OF 27 C-102 Water Plan - Big Meadow 5 OF 27 C-103 Water Plan - Spruce Woods 6 OF 27 C-104 Water Plan - Brook Loop 7 OF 27 C-105 Water Plan - High Woods 8 OF 27 C-106 Water Plan - Hayes Field 9 OF 27 C-107 Water Plan - End Loop 10 OF 27 C-401 Construction Details - Water 11 OF 27 C-402 Construction Details - Water 12 OF 27

Forest Recreation Program Manager

NOT TO SCALE

Dolly Copp Campground Site Location

Martin's Location, New Hampshire

Date

Date

Date

Date

100% Construction Documents March 15, 2016

E-001 Electrical Overall Plan - North 13 OF 27 E-002 Electrical Overall Plan - South 14 OF 27 E-010 Electrical - Legend and Scope 15 OF 27 E-101 Electrical Plan - Entrance Facilities 16 OF 27 E-102 Electrical Plan - Big Meadow 17 OF 27 E-103 Electrical Plan - Spruce Woods 18 OF 27 E-104 Electrical Plan - Brook Loop 19 OF 27 E-105 Electrical Plan - High Woods 20 OF 27 E-106 Electrical Plan - Hayes Field 21 OF 27 E-107 Electrical Plan - End Loop 22 OF 27 E-501 Details 23 OF 27 E-502 Details 24 OF 27 E-503 Details 25 OF 27 E-504 Details 26 OF 27 E-505 Details 27 OF 27

Director of Recreation Date

SHEET NO.

Forest Engineer Date

USFS APPROVALS

Recommended By:

Approved By:

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Campton, NH 03223

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Campton, NH 03223

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Campton, NH 03223

A.U.G.W.

S

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Engineering Department

71 White Mountain Dr.

Campton, NH 03223 ft m

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Engineering Department

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Campton, NH 03223

1"=40' ft m

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Campton, NH 03223

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Campton, NH 03223

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P J o b s

U

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D o l l y

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March 15, 2016

JJP

2011-049

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Engineering Department

71 White Mountain Dr.

Campton, NH 03223

A.U.G.W.

S

O.H.E.

P J o b s

U

S F

S

D o l l y

C o p p

C a m p g r o u n d

D w g F i n a l

D e s i g n

W a t e e c t r i c

S h e e t

F i l e s C

U t i l i t y

P l a n s d w g

C

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( 1 : )

8 20 40

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JJP

2011-049

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Engineering Department

71 White Mountain Dr.

Campton, NH 03223

A.U.G.W.

S

O.H.E.

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Campton, NH 03223

AS NOTED

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Engineering Department

71 White Mountain Dr.

Campton, NH 03223

AS NOTED

P J o b s

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S

D o l l y

C o p p

C a m p g r o u n d

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2011-049

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Engineering Department

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Campton, NH 03223

March 15, 2016

E-001

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March 15, 2016

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2011-049

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March 15, 2016

E-010

NTS

LEGEND

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Campton, NH 03223

March 15, 2016

E-101

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2011-049

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Engineering Department

71 White Mountain Dr.

Campton, NH 03223

March 15, 2016 ft m

1 inch = feet

( 1 : )

8 20 40

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E-102

1"=40'

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Campton, NH 03223

March 15, 2016

E-103

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2011-049

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Campton, NH 03223

March 15, 2016

1"=40'

E-104

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2011-049

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Campton, NH 03223

March 15, 2016

E-105

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2011-049

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Engineering Department

71 White Mountain Dr.

Campton, NH 03223

March 15, 2016

E-106

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2011-049

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71 White Mountain Dr.

Campton, NH 03223

March 15, 2016

E-107

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2011-049

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Campton, NH 03223

E-501

NTS

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ELECTRICAL

PEDESTAL

LOCATION

ADJACENT SITE

GRAVEL

BASE

LEVEL GRADE

SURFACE

GRADE

38.5"

40"

12"

4"

2"

PEDESTAL PANELBOARD, SEE

ENLARGED DETAILS ABOVE

TERMINAL BAR

WIRE OPENING

CONCRETE BASE

GRADE

12"

FROM PREVIOUS UTILITY

PEDESTAL OR TRANSFORMER

TO NEXT UTILITY PEDESTAL

(WHERE APPLICABLE)

TERMINAL BAR

WIRE OPENING

50A 30A 20A

GFI

S

P

A

C

E

POST

REFER TO SITE PLAN DRAWING FOR PEDESTAL QUANTITY, LOCATIONS , AND CONDUIT/WIRING

REQUIREMENTS.

PROVIDE SUPPLEMENTAL

"ØX10' LONG COPPERWELD GROUND ROD ADJACENT TO EACH

PEDESTAL. EXOTHERMIC CONNECTION AT ROD TO #2AWG Cu WIRE CONNECTED TO SYSTEM

GROUNDING CONDUCTOR.

RV UTILITY PEDESTAL DETAIL

1.

NOTES:

NOT TO SCALE

NO SCALE

MODEL U075GP6

TYPICAL CAMPSITE

TREATED 1X6 BOARDS

NEMA 3R PANELBOARD

(TYP)

NOT TO SCALE

2X6 TREATED RAFTERS,

1/2" EXTERIOR GRADE

PLYWOOD ROOF

SHEATING,

ASPHALT SHINGLES,

ALUMINUM DRIP EDGE

METER AND/OR

WIRING TROUGH

ON BACK SIDE

12"X 12" NEMA 3R WIRING TROUGH

FOR SPLICES AND CONDUIT

CONNECTIONS

SPLICE DISTRIBUTION WIRES SIZED

FOR VOLTAGE DROP DOWN TO

CONDUCTOR SIZES THAT

DISTRIBUTION BREAKERS CAN

ACCOMMODATE AND PER NEC FOR

AMPACITY. USE COMPRESSION

(SLEEVE) TYPE CONNECTIONS FOR

SPLICES.

TREATED WOOD 6X6 POSTS

RATED FOR CONTINUOUS

CONTACT WITH EARTH AND/OR

CONCRETE IN EARTH

CONCRETE BASE

EXPANSION FITTINGS FOR

ALL CONDUITS (TYP)

SET WOOD POSTS MINUMUM 48"IN

CONCRETE IN EARTH MINUMUM

CONCRETE IS TO BE 18" DIAMETER

SERVICE CONDUITS TO

METER DO NOT PASS

THROUGH WIREWAY.

WP

GFI

2.

54"

PROVIDE POST EXTENSIONS

ON ALL PEDESTALS TO OBTAIN

36" MIN. BURY DEPTH

12" 6"6"

MIN 30"

6"

8"

46"

FINISH GRADE

12"

12"

12"

6"

6" MIN

* - SECONDARY POWER; 36" PRIMARY POWER.

A - SAND BACK FILL SHALL CONSIST OF FINE GRANULAR MATERIAL 100% SHALL PASS THROUGH A 1/4" SIEVE

B - EXCEPTION: NATURALLY OCCURRING SMOOTH ROUND PEBBLES NO GREATER THAN 3/8" IN DIAMETER ARE

PERMITTED AS LONG AS THE TOTAL VOLUME PER CUBIC FOOT OF SAND DOES NOT EXCEED 1%

C - THE SAND SHALL BE COMPLETELY FREE OF FROZEN LUMPS, ROCKS, STONES, DEBRIS, OR RUBBISH

STANDOFF

TEL. CONDUIT HERE

11" MAX

6" MIN

FINISH GRADE

GRADE GRADE

TO PEDESTAL: ALL 3"C

FROM PEDESTAL TO DEMARCATION

POINT: ALL 2"C

12" MIN

5'

7'

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NTS

E-502

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March 15, 2016

NTS

E-503

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Campton, NH 03223

March 15, 2016

NTS

E-504

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CONCRETE

ENCASED

PRIMARY

POWER

POWER

SECONDARY

TELEPHONE

POWER

PRIMARY

4"/4" 12"/12" 12"/12"

SECONDARY

POWER

TELEPHONE

12"/12"

12"/12"

3"/3"

4"

12"/12"

(4")

(4")

12"/12"

CONDUIT ORIENTATION : 90° CROSSING/PARALLED RUNS

18"/18"

18"/18"

18"/18"

WATER

SERVICE*

WATER

SERVICE*

18"/18"

18"/18" 18"/18" 18"/18"

* MINIMUM 18" SEPARATION IN ANY DIRECTION AND ALSO NOT WITHIN

THE AREA OF REPOSE IF THE WATER/SEWER IS EXCAVATED IN THE FUTURE.

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NTS

E-505

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N.T.S.

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