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SIGNER 01/18113
INTRUSION SWITCH. MOUNT PER
SURFACE MOUNTED
MANUFACTURER'S
MILL
J -BOX.
RECOMMENDATIONS.
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SO CORD CONNECTOR (TYPICAL).
613
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SO TYPE CORD.
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SIGNER 01118113
GRS CONDUIT STRAPPED TO
WALL WITH MINIMUM OF (2)
STAINLESS STEEL PIPE
'
♦
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CLAMPS SPACED EQUALLY
rL
BRUSHED STAINLESS
APART.
STEEL PLATE
wl.
REFER TO
MOUNTED TO VALVE
LIQUID LEVEL SWITCH. SET p DWG NO. E02
*7m
1 V 1
FLANGE
TO SWITCH WITH 112" OF K FOR
WATER ON FLOOR. EQUIPMENT
SCHEDULE
LIMIT SWITCHc-
p
p D
BUILDING INTRUSION SWITCH DETAIL
g
CHECK VALVE
LIMIT SWITCH DETAIL
VAULT FLOOD SWITCH DETAIL
NOT TO SCALE
W
N
NOT TO SCALE
V
N
J
HATCH
1" WEATHER HEAD 01
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SPACE FOR
4" X 1/4" STAINLESS STEEL
DUAL FIXTURES AIMED TOWARD
W
WELD BRACKET TO
FUTURE FLOAT
PLATE. WELDED TO WET
VAULT HATCHES. SEE DWG. NO E02
L
W Z
G
STAINLESS STEEL ANGLE
WELL ACCESS LID FRAME.
0 I I FOR LIGHT FIXTURE SCHEDULE
Q
(TYPICAL)
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Ai 1" RGS A3
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5" SQUARE x 20'H, SQUARE
J
CUSTOM UPPER GUIDE RAIL
STRAIGHT STEEL OUTDOOR
W
J
LIGHTING POLE. INSTALL PLUMB.
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W
(TYPICAL)
OUTDOOR LIGHTING POLE SHALL BE
Q
WET WELL HATCH
19' -0" `j HUBBELL MODEL N0.
Q
SSS- 20- 50- 7- TA -BZ, OR EQUAL.
Z
PUMP GUIDE RAIL
PROVIDE A HOOK AT EACH FLOAT
J
2 "x1/4" STAINLESS STEEL
CONNECTION TO MOUNTING
ANCHOR BOLTS. INSTALL
SUPPORT
BRACKET FOR ADJUSTING FLOAT
PER POLE
HEIGHT
MANUFACTURER'S
6'x2' PIPE CLAMP (TYPICAL).
INSTRUCTIONS
CONTRACTOR SHALL PROVIDE
HANDHOLE
A MINIMUM OF 2 PIPE CLAMPS
112 "0 STAINLESS STEEL
LIGHT POLE BASE PLATE.
SPACED EQUALLY ALONG THE
BOLT AND NUT (TYPICAL).
GROUT BASE PLATE WITH
LENGTH OF 2' PIPE FOR
NON-SHRINK GROUT AND
E N G I N E E R S
SUPPORT. $
SILICONE CAULK AT EDGE.
SC I R L N N E R ENTISTS S
12" DIAMETER CONCRETE
CYLINDER FOR ANCHORING
FINISHED GRADE
RH2 ENGINEERING, INC.
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STEEL POLE. 45 °CHAMFER
mo maxi h2 coin 1.800.720.8052
AROUND EDGE.
BELLINGHAM 36aue,rG0 G
25Q' PIPE CLAMP (TYPICAL)
454 West Horton Road
24' MIN
BOTHELL azs.ssr soon
22722 29th Drive SE. Sut, 210
31,6. CONDUITAS
EAST
WATCHEE smuw6zvoo
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SHOWN ON SITE
300 Slmao street, Suite s
HIGH LEVEL FLOAT
PLAN
RICHLAND sO3sasslar
n4 Cowmbfo Point Drive, Suite C
LO
ABOVE WET WELL FLOOR
BILVEROALE 360.8"/6.9860
(EVENLY
Nw A Rd, saae
2' SCH 80 PVC PIPE. PIPE SHALL
6" FORCE MAIN,
TYP
NOTE:
SPACED
TA
TACOMA 2531,23018
72
ezI Paclec n e " "e s6ae Ina
EXTEND FROM 4' FROM BASE OF
FLOAT ELEVATIONS FIELD
1 _G° #4 HOOPS @
INTERIOR WET WELL TO MOUNTING
ADJUSTED PER ENGINEER
0 1" PVC TO RTU As i" GRS PVC COATED 12" O.C.
SCALE: SHOWN
POINT BETWEEN PUMP RAIL
AT STARTUP
GUIDES.
PUMP START FLOAT 4' -4'
OUTDOOR SITE LIGHT FOOTING AND
O 2"
ABOVE WET WELL FLOOR
DRAWING IS NOT TO SCALE
LEVEL TRANSMITTER
SLEEVE DETAIL
PUMP STOP FLOAT T-4'
MOUNTING DETAIL
IF DAR IS NOT 2" LONG
ABOVE WET WELL FLOOR
ROT: 1
Own NO.
NOT TO SCALE
FLOAT
MOUNTING DETAIL REVISED TO CONFORM
NOT TO SCALE
E°'
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:MLM
TO CONST yFQN RECORDS
S=3626 18
NOT TO SCALE
DATe Nov 11, 2014
�iEET N0
8
axxr: REN
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RH2 INEERING INC. YATE
--:112-023
20
REVISED PER CONSTRUCTION RECORDS
GAD
MLM
08/06/14
NO.
REVISION
I BY
IREVIEW1
DATE
I vx UND— D— E— DETAILS2.DWG
W►3' S -'fib }G 1 $