Wild Goose 3-31-10.pdf

PDF 2 MB Posted

Attached to
APGAR AND WILD GOOSE CAMPGROUNDS Federal contract opportunity
Solicitation number
AG-82B1-S-10-0420
Issued by
Department of Agriculture Forest Service Washington Office Economic Recovery Operations Center Intermountain

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Wild Goose 3-31-10 Drawings

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Other files for this federal contract opportunity

Other files attached to APGAR AND WILD GOOSE CAMPGROUNDS, newest first.
File Type Posted
AG-82B1-S-10-0420 SF 18.pdf PDF
AG-82B1-S-10-0420 Body.pdf PDF
GENERAL DECISION ID20100012 06-04-2010 ID12.pdf PDF
APGAR AND Wild Goose CG specs 4-2-10.pdf PDF
Apgar 3-31-10.pdf PDF
Experience Questionnaire.pdf PDF

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Text version

HIGHWAY 12

ENTRANCE

STEEP BANK

GRAVEL

MIDDLE FORK

NORTH

T

PT

T

T

T

T

P

P

P T

P

PAD, TRANSFORMER,

BURIED POWERLINE

WELL

WATER METER IN PLASTIC METER BOX

BURIED POWERLINE

ENCLOSURE

3-10 WITH GROUND

DRAIN VALVE DV-1

DRAIN VALVE DV-2

DRAIN VALVE DV-3

COMBINATION METER BASE

HIGHWAY 12

PARKING LOT

ENTRANCE

RETAINING WALL

STEEP BANK

GRAVEL

MIDDLE FORK

ROCK STEPS

NORTH

T

P

2" PIPE SLEEVE

T

T

T

T

T

P

P

P T

P

HYDRANT

HYDRANT

1" WATERLINE

SERVICE ENTRANCE

AND ENCLOSURE

VAULT TOILET

CLEARWATER RIVER

PAD, TRANSFORMER, AND ENCLOSURE

BURIED POWERLINE

COMBINATION METER BASE - SERVICE ENTRANCE

MOUNT 48" HIGH ON TREATED POST

HIGHWAY 12

PARKING LOT

ENTRANCE

RETAINING WALL

STEEP BANK

GRAVEL

MIDDLE FORK

ROCK STEPS

NORTH

VAULT TOILET

T

2" PIPE SLEEVE

T

T

T

T

P

P

P

TP

SECTION B

SECTION C

SECTION A

CLEARWATER RIVER

REMOVE EXISTING CONCRETE SLAB

INSTALL NEW CAMPGROUND HYDRANT

NEW DRAIN VALVE WITH

NEW PLASTIC METER BOX

NEW

1" PVC W

ATERLINE

COMBINATION METER BASE -

SERVICE ENTRANCE

1%

SLOPE TO DRAIN

WATERLINETO DRAIN

NEW 1" PVC WATERLINE

2% SLOPE TO DRAIN

SECTION B

SECTION C

AT LOWEST POINT

BARRIER ROCK (TYP.)

EXISTING TO REMAIN

SEE SHEET 6

ROCK (TYP.)

NEW 1" PVC

DAYLIGHT DRAIN

APPROX. 10 FEET FROM CULVERT

WELL

1" WATERLINE

BURIED POWERLINE

ENCLOSURE TO BE REINSTALLED

3-10 WITH GROUND

SECTION A

NEW POWER CABLE

FROM METER BASE

TO WELL CONTROLS

NEW CONCRETE SLAB REQUIRED

SEE SHEET 7 FOR DETAILS.

NEW

NEW

R 10'

1%

SLOPE TO DRAIN

REMOVE EXISTING CONCRETE SLAB

INSTALL NEW CAMPGROUND HYDRANT

SEE SHEET 6

BARRIER

NOTES:

1. REMOVE THE EXISTING UNDERGROUND WATER LINES.

2. INSTALL NEW PVC PIPE IN THE EXISTING TRENCH WHERE

THE OLD WATER LINE WAS REMOVED.

3. CONTRACTING OFFICER SHALL STAKE NEW HYDRANT LOCATION.

4. PROVIDE POSITIVE DRAINAGE TO THE DAYLIGHT DRAIN.

1% SLOPE

INCH, 0.047" WIRE DIAMETER

PLASTIC METER BOX

GALVANIZED WOVEN WIRE

CLOTH. 4X4 MESHES PER

TO OBTAIN MIN. COVER

PLASTIC METER

INSTALL AS MANY AS NECESSARY

REQUIRED OVER PIPE

PLASTIC METER BOX

WITH SNAP LOCK COVER

1" SCH 80 PVC

WATERLINE

ADAPT TO

EXCAVATE AND FILL WITH 10 CU. FT.

ROCK FOR DRAINAGE FILL

1 TO 1-1/2 INCH MINUS WASHED DRAIN

SCREENED OUTLET

CLOTH

FILTER

4'MIN.

2' MIN.

NO SCALE

BALL VALVE

BOX EXTENSIONS

RIPRAP AT

OR STAINLESS STEEL SCREEN

24 MESH BRASS, BRONZE,

STAINLESS STEEL CLAMP

NO SCALE

UNION

1" - 1 1/2"

PIPE INVERT

ROCK TO 6" BELOW

COMPACTED DRAIN

SLOPE

CUT HOLE IN METER

INSTALL AS MANY AS NECESSARY

PLASTIC METER BOX EXTENTIONS

TO OBTAIN MINIMUM COVER REQUIRED.

WITH BOLT DOWN LOCK COVER

PLASTIC METER BOX

BALL VALVE

1" SCH.80 PVC PIPE

PROPER HEIGHT OF PIPE

CLOTH. 4X4 MESHES PER

GALVANIZED WOVEN WIRE

INCH, 0.047" WIRE DIAMETER

2'MIN.

4'MIN.

BOX AS REQUIRED FOR

ADAPT TO 1" PVC PIPE 1" SCH.80 PVC PIPE

COUPLE

TO DRAIN

DAYLIGHT

DRAIN 6" - 12"

6"'MIN.

WELL CASING

PITLESS

WATERTIGHT WELL CAPPUMP POWER CABLE

IN RIGID CONDUIT

(EXISTING)

EXISTING VENTILATED

36" X 36" X 4"

NEW CONCRETE SLAB

4'

PVC PIPE

1" SCH. 80

ADAPTER

ENCLOSURE

PVC PIPE

1" SCH. 40

SLOPE TO WELL

COMPACTED

CRUSHED ROCK

CRUSHED ROCK

3/4 x 1 ELBOW

COMPACTED SURFACE

CRUSHED ROCK1-2% SLOPE

4" CRUSHED ROCK

EXISTING GRADE

4" CONCRETE SLAB

SLOPE

18" O.C.E.W.

#4 REBAR

PLASTIC HYDRANT POST

CONCRETE FOOTING

(USE 2-16"X 8"X 8"

CONCRETE BLOCKS).

TIE BLOCKS TO THE

POST WITH STEEL

WIRE TO SECURE

WHILE BACKFILLING

AND COMPACTION.

6'

6'

3'

4'-6"

4'

6'

No Scale

No Scale

3' CURB STOP VALVE

3"

NO SCALE

SELECT EXCAVATED

BEDDING MATERIALWATER PIPE

ELECTRICAL CABLE

GROUND SURFACE

MATERIAL

w/ TRACER

WIRE

NO SCALE

SELECT EXCAVATED

BEDDING MATERIALWATER PIPE

GROUND SURFACE

MATERIAL

w/ TRACER

WIRE

AND FIXTURE

EXISTING HYDRANT POST

AND FIXTURE

ROCK BOULDER (TYP.)

MARKING TAPE (TYP.)

(TO BE REINSTALLED)

(EXISTING TO BE

REINSTALLED)

PROVIDE CABLE

NO SCALE

CAPTIVE AIR TANK

FILTER

BALL VALVE (TYP)

SMOOTH NOSED SAMPLE TAP

CAPPED END

PRESSURE GAUGE

PRESSURE SWITCH

PRESSURE RELIEF VALVE

BREAKER PANEL

BOX

PUMP

WPP K-SEC 300 MODEL 60-2

DOOR

ENTRANCE HOLES

AS REQUIRED

DOOR

NEW 1" SCH 40 PVC PIPE

TO ELECTRICAL METER

FROM WELL

1-1/2" CONDUIT TO WELL

NEW 1" SCH 40 PVC PIPE

PUMP CONTROL

MONITOR

POWERGLASS ENCLOSURE

INSTALL 5/8" ANCHOR

EXTEND A MINIMUM

OF 1-1/2" ABOVE FFE.

4" CONCRETE SLAB (NEW)

REINDSTALL REINDSTALL REINDSTALL

REINDSTALL

NO SCALE

WX-202

NEW WELL-X-TROL

SCREENED END

PUMP TO WASTE

REINSTALL EXISTING ENCLOSURE

DRAIN (HOSE BIBB)

WATER METER

M

Wild Goose 3-31-10-COVER
Wild Goose 3-31-10-EXISTING
Wild Goose 3-31-10-PROPOSED
Wild Goose 3-31-10-PROPOSED-2
Wild Goose 3-31-10-DRAINS
Wild Goose 3-31-10-HYDRANT
Wild Goose 3-31-10-plumbing

File details come from the government source that posted it. Updated .