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
About this file
Wild Goose 3-31-10 Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| AG-82B1-S-10-0420 SF 18.pdf | ||
| AG-82B1-S-10-0420 Body.pdf | ||
| GENERAL DECISION ID20100012 06-04-2010 ID12.pdf | ||
| APGAR AND Wild Goose CG specs 4-2-10.pdf | ||
| Apgar 3-31-10.pdf | ||
| Experience Questionnaire.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 |
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