HomeMy WebLinkAboutCOM2002-00148 - COM Plot / Site Plans - 4/15/2002CONDUIT AND CONDUCTORS TO EXISTING DISCONNECT SWITCH
FOR WELL PUMP AND MISC. 1 PHASE LOAD
EXISTING PUD #1 TRANSFORMER
480/277 V 3 PHASE, 4 WIRE SECONDARY /
RELOCATE AS SHOWN
EXISTING SERVICE CONDUCTERS
ABANDON IN PLACE
EXISTING METER BASE
REMOVE METER, COVER
77
WELL #3
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2" SCH. 4C1 PVC CONDUIT WITH 2-#12 AWG COPPER
FOR WELL PUMP MOTOR STARTER COIL
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EXISTING PUD
PRIMARY POWER
EXISTING HOOD
CANAL TELEPHONE
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SCALE: 1"=20 FEET
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40
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480/277 V 400 A SERVICE
CON:UT AND CONDUCTOR1\ FOR '7 C
RELOCATE EXISTING
PUD #1 TRANSFORMER
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EXPIRES: 9 /3/03
NO
DATE
BY
APPR
REVISIONS
Civil • Municipal • Geotechnical Engineering and Planning
1700 Cooper Point Road SW, #B-2, Oympia, WA 98502-1110 * (360) 352-9456 0 FAX (360) 352-9990
A
Droved By
D.E.
DESIGNED BY
S.S.,
C.A. D.D. BY
04//5/02
DATE
04/i 5/02
DATE
CHECKED BY
04/15/02
DATE
WELL 3 PUMP HOUSE
AND BOOSTIER STATION
ELECTRICAL SITE PLAN
PUD #1
ALDERBROOK WATER SYSTEM
RESERVOIR/SOURCE IMPROVEMENTS
DATE PLOTTED
01164-1
SH T 2 OF 10
O
STANDING SEAM METAL ROOFING
15# BUILDING PAPER
5/8" PLYWOOD
18'
BOOSTER STATION ELEVATION
NO DATE
BY APPR
N.T.S
T1-11 SIDING
2"x4" STUDS
16" O.C.
PROVIDE 6" HIGH
STEMWALL AROUND
FULL EXTRIOR
INCLUDING W/FILL
COVER
#4 REBAR (2 HOOPS)
T 1 11 SIDING
12
16'
LOUVERED GABLE
VENT (BOTH ENDS)
EXTERIOR LIGHT
MOTION ACTIVATED
BOOSTER STATION ELEVATION
N. T. S.
R-11 FIBERGLASS INSULATION
TWO EACH
FLUORESCENT LIGHT FIXTURE
CENTERED IN BUILDING
1/2" CDX PLYWOOD (3/4" BACKING
FOR ELECTRIC PANELS)
R-11 FIBERGLASS INSTALLATION
1/2"x10" ANCHOR BOLTS 0 6'-0" O.C.
MAX. AND WITHIN 12" OF ALL CORNERS
4" CONCRETE SLAB (SLOPE TO DRAIN)
LIGHT BROOM FINISH
#4 REBAR 0 16" 0. C. EA WAY
SLOPE TO DRAIN
1/8" / FOOT
COMPACTED CRUSHED ROCK
FOUNDATION AND WALL DETAIL
REVISIONS
N. T. S.
200 AMP
METER BASE
NEMA 3R FUSED DISCONNECT FOR
WELL PUMP HOUSE (PADLOCKABLE)
2 EACH
3' STEEL DOOR
1700 Coo
Civil • Municipal • Geotechnical Engineering and Planning
r Point Road SW, #8 2, Olympia, WA 98502-1110 ® (360) 352 9456
FAX (360) 352 9990
METER BASE
0
O
0
0
PRESSURE TRANSDUCER & PRESSURE GAGE
RESERVOIR LEVEL TRANSDUCER
8' ELECTRICAL RACEWAY
200 A, 600 V, 3 PH FUSED SERVICE ENTRANCE DISCONNECT FOR WELL PUMP
(SEE BOOSTER STATION ELEVATION)
BOOSTER STATION PLAN
SCALE: 1"=2'
CONTROL PANEL WALL ELEVATION
200A. 600V, 3 PH FUSED SERVICE ENTRANCE DISCONNECT
FOR BOOSTER PUMP STATION.
AQUA VAR CONTROLLER
MINI POWER CENTER, SINGLE PHASE. 7.5 KW, 480 V TO 120/240 V
WITH ONE 2 POLE SECONDARY BREAKER (HEAT) AND THREE 1 POLE
SECONDARY BREAKERS (LIGHTS, OUTLETS AND RTU).
ENCLOSED COMBINATION CONTROLLER FOR 60 HP BOOSTER PUMP.
1500 WATT 240V SURFACE MOUNTED FAN FORCED SPACE HEATER W/
INTEGRAL THERMOSTAT LOCKED AT 44* OR APPROVED EQUAL.
A_oproved By
D.E.
DESIGNED BY
S S., D.F.
C.A.D.D. BY
04/15/02
DATE
04/15/02
DATE
CHECKED BY
04/15/02
DATE
N. T. S.
0
O
0
NEMA 12 SURFACE MOUNT CIRCUIT BREAKER DISCONNECT
FOR VARIABLE SPEED PUMP CONTROLLER.
4"x 4" OUTLET BOX (2 PLACES), ONE WITH SWITCH AND CONDUIT
TC OVERHEAD LIGHTING.
6"x 6'x 8' METAL RACEWAY W/ 2 FOUR FOOT LONG REMOVABLE COVERS.
WELL #3 RUN LIGHT, 1/2" DIA. 240 VAC RED SNAP -IN NEON PILOT LIGHT
(JOHNSTONE SUPPLY PART NO. G21-083) IN 4"x 4" BOX.
WELL 3 BOOSTER STATION
BUILDING DETAILS AND
ELECTRICAL LAYOUT
JL
EXPIRES: 9/3/03
PUD #1
ALDERBROOK WATER SYSTEM
RESERVOIR/SOURCE IMPROVEMENTS
I
DATE PLOTTED
01164-5
SHT 4 OF 10
A
-lll-LLl-L 1-LLt-lll-LLl-Lll-LL
I-1 11-III-III-111=III-1 I I -I 1I-
-111=111=111=111=111=111=1 I I=11
III=1111� .
1
L -- J
C
7- 45' CHAMFERED PIPE END
WELD STAINLESS STEEL SCREEN
OVER PIPE OUTLET
3/4" GAL V. PIPE TO
LEVEL TRANSDUCER
FROM RESERVOIR
SEE ELECTRICAL PLANS
BOOSTER STATION PLAN
SCALE: 1 "=2'
NOTE PIPE SUPPORTS NOT
SHOWN FOR CLARITY.
SECTION A -A
SCALE: 1 "=2'
G�
-LI1-Lu-ul-Ill-Lu-LLL,-.i '
111=III-III-I I I-1 I I -I I
-1 11=1 11=1 I LI 11-1 ��
NOTE PIPE SUPPORTS NOT
SHOWN FOR CLARITY.
I
PLUMBING SCHEMATIC
N. T.S.
CONSTRUCTION ITEMS
OBERKLEY MODEL NO. B3EPBLS PUMP, 75 HP, 3600 RPM, W/9-5/16" DIA. IMPELLER,
350 GPM ® 355' TDH, 600 GPM 0 318' TOM.
02 GOULDS 5SVB1N5E0 5 STAGE IN -LINE PUMP, WITH 20 HP MOTOR RATED
AT 150 GPM AT 300' TON, SET TO HOLD CONSTANT PRESSURE AT 145 PSI.
03 VICTAULIC #51 4"x2 1/2" ECCENTRIC REDUCER, VICTAULIC SERIES 716 4" CHECK
VALVE, VICTAULIC #300 4" BUTTERFLY VALVE WITH LEVER LOCK HANDLE,
04 VICTAULIC #51 4"x2 1/2" ECCENTRIC REDUCER, VICTUALIC #300 4" BUTTERFLY
VALVE WITH LEVER LOCK HANDLE, VICTUALIC #10 4" 90' BEND.
05 8" TEE (FL), 8" BLIND FLANGE TAPPED 4" (NPT), 8" BLIND FLANGE TAPPED 2" (NPT),
2"x3/4" BUSHING, 3/4" HOSE BIB (NPT).
OVICTAULIC STYLE 07 ZERO -FLEX 4" RIGID COUPLING.
0 4" GAL V TEE (NPT), 4"x3/4" BUSHING(S) (NPT), 3/4" NIPPLE (NPT), 3/4" 90' BEND (NPT),
3/4" HOSE BIB (NPT).
0 4" GALV. TEE (NPT), 4 xl" BUSHING(S) (NPT), 1" GATE VALVE (NPT), 1" UNION (NPT)
2-1" 90' BENDS (NPT).
09 WELL- X-TROLL MODEL WX-401C (ASME) 250 PSIG WORKING PRESSURE 18 GAL.
BLADDER TANK.
0 8" TEE (FL), 8" BLIND FLANGE TAPPED 4" (NPT).
11 1/2" SADDLE TAP, 1/2" BALL VALVE, AIR RELEASE VALVE.
12 4" GALV. TEE (NPT), 4"xl 1/4" BUSHING (NPT), VICTAULIC #300 4" BUTTERFLY VALVE
WITH LEVER LOCK HANDLE, VICTAULIC SERIES 716 4" CHECK VALVE.
0 8" TEE (FL), 8" BLIND FLANGE TAPPED 4" (NPT).
0 VICTAULIC #50 4"x3" REDUCER.
0 VICTAULIC #300 4" BUTTERFLY VALVE WITH LEVER LOCK HANDLE, 8" TEE (FL),
8" BLIND FLANGE TAPPED 4" (NPT).
0 8" TEE (FL), 8" BLIND FLANGE (FUTURE PUMP CONNECTION).
0 $ x4" REDUCER (FL), 4" 90' BEND (FL), 4" GATE VALVE (FL).
0 8"x8"x4" TEE (FL), 8" 90' BEND (FLxMJ) 8" MEGA LUG, 8" D.1. SPOOL (FLxPE)
LENGTH AS REQUIRED.
4" 90' BEND (FL), 4" TEE (FL), 4" AUXILIARY FILL VALVE, CLA-VAL COMBINATION
BACK PRESSURE & SOLENOID SHUT-OFF VALVE, MODEL 58-01, SET TO HOLD 140 PSI
GLOBE STYLE (FL), 2-4" M&H A'.NWA C504 BUTTERFLY VALVES STYLE 450 (FL) W/
HAND LEVER OPERATOR OR APPROVED EQUAL.
AMES CO. IN -BUILDING 8" STAINLESS STEEL RISER OR APPROVED EQUAL (SEE
IN -BUILDING RISER BOOSTER STATION BUILDING DETAIL).
0 4 xl 1/4" BUSHING, KUNKLE SERIES 912 ASME CODE PRESSURE RELIEF VALVE, 1 1/4" IN x 2" OUT
OR APPROVED EQUAL, 1 1/4" GATE VALVE (NPT), SET PRESSURE RELIEF ® 175 PSI, VENT 2" RELIEF
TO EXTERIOR OF BUILDING.
0 8" 90' BEND (FLxMJ) 8" MEGA LUG.
0 4" BUTTERFLY VALVE (FL), 4" 90' BEND (FL).
0 PIPE MANIFOLD SUPPORTS (SEE DETAILS).
@ STAND -ON PIPE SUPPORT (SEE DETAIL).
26 1/2" SADDLE TAP, 1/2" GALV. PIPING TO PRESSURE TRANSDUCER, FITTINGS AND ADAPTERS
AS REQUIRED, SEE ELECTRICAL PLANS.
0 2" SADDLE (NPT), OVER PRESSURE RELIEF VALVE 2" CAL- VAL 50-01A 20-200 PSI SET AT 155 PSI
2- 2" UNIONS (NPT) 2-2" GATE VALVES (NPT). 2" GALV. PIPING TO RESERVOIR FILL LINE, FITTINGS AND
ADAPTERS AS REQUIRED.
NEC
ROIRR �GON
RE55 3 f0
2„
1 BEET
(5EE
EXPIRES: 9/3/03
NU UA IE t3Y ANNR
REVISIONS
Civil • Municipal • Geotechnical Engineering and Planning
ffi(e t1SAA rrassiatt
1700 Cooper Poirot Road SW, #B-2, Otmnpia, WA 98502-1110 0 (360) 352-9456 ® FAX (360) 352-9990
A_oproved By
D.E.
DESIGNED BY
S.S., D.F.
C.A.D.D. BY
04/15/02
DATE
04/75/02
DATE
CHECKED BY
04/15/02
DATE
WELL 3
BOOSTER STATION
PLUMBING DETAILS
PUD #1
ALDERBROOK WATER SYSTEM
RESERVOIR/SOURCE IMPROVEMENTS
DATE PLOTTED
01164-2
S
T 5 OF 10