HomeMy WebLinkAboutS-362815ACCESS HATCH LID
4" x 4" X 1/4" STAINLESS
STEEL ANGLE IRON. SECURE TO
WET WELL INTERIOR ACCESS
HATCH FRAME WITH STAINLESS
STEEL HARDWARE.
\
PROVIDE A K
CONNECTION HTTOMOUNTING RACKET
FOR ADJUSTING FLOAT HEIGHT
HIGH LEVEL FLOAT 4' -6"
ABOVE WET WELL FLOOR
WET WELL ROOF
NOTE:
PUMP START FLOAT S -6" FLOAT ELEVATIONS FIELD
ABOVE WET WELL FLOOR ADJUSTED PER ENGINEER AT
STARTUP
PUMP STOP FLOAT V -6"
ABOVE WET WELL FLOOR
FLOAT MOUNTING DETAIL
NOT TO SCALE
PROPOSED 2" SQUARE GALVANIZED
STEEL UNISTRUT POSTS, Y4" THICK
WITH TOP CAP.
MAIN DISCONNECT
SWITCH
PROPOSED 2" SQUARE GALVANIZED
STEEL UNISTRUT POSTS, 1/4" THICK.
ATTACH HORIZONTAL UNISTRUT
MEMBERS AS REQUIRED FOR
SUPPORTING ELECTRICAL EQUIPMENT.
NOT ALL MEMBERS SHOWN.
WIDTH TO FIT ALL EQUIPMENT
PROPOSED BRUSHED
STAINLESS STEEL PLATE
MOUNTED TO VALVE
FLANGE.
PROPOSED LIMIT
SWITCH.
NOTE:
SIZE UNISTRUT WIDTH TO FUTURE
EQUIPMENT AS SHOWN ON DWG.
NO E04
INTRUSION
DISABLE 0
SWITCH
O SHELTERQ
LIGHT
SWITCH
8' -0"
CHECK VALVE LIMIT SWITCH DETAIL
NOT TO SCALE
MOTOR CONTROL CENTER,
"MCC" EXTERIOR DOORS
Al
5" SQUARE x 20'H, SQUARE STRAIGHT
STEEL OUTDOOR LIGHTING POLE.
INSTALL PLUMB. OUTDOOR LIGHTING
POLE SHALL BE HUBBELL MODEL NO.
SSS- 20- 50- 7- TA -BZ, OR EQUAL.
ANCHOR BOLTS. INSTALL PER
SO CORD CONNECTOR (TYPICAL). SURFACE MOUNTED J -BOX. POLE MANUFACTURER'S
HANDHOLE INSTRUCTIONS
GROUND LUG PROPOSED LIGHT POLE BASE
PLATE. GROUT BASE PLATE WITH
SO TYPE CORD. #6 AND COPPER GROUND NON- SHRINK GROUT AND SILICONE
CONDUCTOR CAULK AT EDGE.
12" DIAMETER CONCRETE CYLINDER
1._0. FOR ANCHORING STEEL POLE. 45'
FINISHED GRADE CHAMFER AROUND EDGE.
GRS CONDUIT STRAPPED TO
WALL WITH MINIMUM OF (2)
STAINLESS STEEL PIPE CLAMPS \
SPACED EQUALLY APART. m 24" MIN
A S -6"
LIQUID LEVEL SWITCH. SET TO p REFER TO DWG
SWITCH WITH 1/2" OF WATER K NO. E02 FOR
ON FLOOR. EQUIPMENT
SCHEDULE
0
4 p
VAULT FLOOD SWITCH DETAIL
UNISTRUT AS REQUIRED FOR
ELECTRICAL ENCLOSURE
ATTACHMENT
L GENERATOR POWER
RECPTACLE 0 OUTDOOR
DUPLEX 0
4' -0° 10 BOTTOM OF RECEPTACLE ELECTRICAL
LOWEST PANEL (MINIMUM) MANUAL TRANSFER EQUIPMENT PAD
SWITCH, "MIS"
/UTILITY BOTTOM OM METER PROPOSED DRIVEWAY #5 T O.C. TOP AND
E.W.
2.0%
A
ELECTRICAL a i'I a e I I� A.
EQUIPMENT PAD a°
3' -0"
a I 1 "
Q c d . MIN. 6" OF CRUSHED
Q.. Q _ SURFACING BASE
PROPOSED CONCRETE COURSE
FOOTING, TYP. 1 -O"
ELECTRICAL PEDESTAL
ELECTRICAL PEDESTAL SIDE ELEVATION
FRONT ELEVATION
J¢' = 1' -0"
FINISHED
GRADE
WELD BRACKET AS TO NOT
INTERFERE WITH PUMP REMOVAL
AND HATCH CLOSING
PUMP GUIDE RAIL -<, i II
CONDUIT AS SHOWN
ON SITE PLAN
(6) #4 VERT
EVENLY SPACED
1' -0" #4 HOOPS
GROUND ROD 12" O.C.
OUTDOOR SITE LIGHT FOOTING AND
MOUNTING DETAIL
NOT TO SCALE
2 "x1/4" STAINLESS STEEL
'.� SUPPORT
WET WELL HATCH
SIGNED: 05123112
SIGNED: 05123112
N
D
SPACE FOR
FUTURE FLOAT
D p
\
PROVIDE A K
CONNECTION HTTOMOUNTING RACKET
FOR ADJUSTING FLOAT HEIGHT
HIGH LEVEL FLOAT 4' -6"
ABOVE WET WELL FLOOR
WET WELL ROOF
NOTE:
PUMP START FLOAT S -6" FLOAT ELEVATIONS FIELD
ABOVE WET WELL FLOOR ADJUSTED PER ENGINEER AT
STARTUP
PUMP STOP FLOAT V -6"
ABOVE WET WELL FLOOR
FLOAT MOUNTING DETAIL
NOT TO SCALE
PROPOSED 2" SQUARE GALVANIZED
STEEL UNISTRUT POSTS, Y4" THICK
WITH TOP CAP.
MAIN DISCONNECT
SWITCH
PROPOSED 2" SQUARE GALVANIZED
STEEL UNISTRUT POSTS, 1/4" THICK.
ATTACH HORIZONTAL UNISTRUT
MEMBERS AS REQUIRED FOR
SUPPORTING ELECTRICAL EQUIPMENT.
NOT ALL MEMBERS SHOWN.
WIDTH TO FIT ALL EQUIPMENT
PROPOSED BRUSHED
STAINLESS STEEL PLATE
MOUNTED TO VALVE
FLANGE.
PROPOSED LIMIT
SWITCH.
NOTE:
SIZE UNISTRUT WIDTH TO FUTURE
EQUIPMENT AS SHOWN ON DWG.
NO E04
INTRUSION
DISABLE 0
SWITCH
O SHELTERQ
LIGHT
SWITCH
8' -0"
CHECK VALVE LIMIT SWITCH DETAIL
NOT TO SCALE
MOTOR CONTROL CENTER,
"MCC" EXTERIOR DOORS
Al
5" SQUARE x 20'H, SQUARE STRAIGHT
STEEL OUTDOOR LIGHTING POLE.
INSTALL PLUMB. OUTDOOR LIGHTING
POLE SHALL BE HUBBELL MODEL NO.
SSS- 20- 50- 7- TA -BZ, OR EQUAL.
ANCHOR BOLTS. INSTALL PER
SO CORD CONNECTOR (TYPICAL). SURFACE MOUNTED J -BOX. POLE MANUFACTURER'S
HANDHOLE INSTRUCTIONS
GROUND LUG PROPOSED LIGHT POLE BASE
PLATE. GROUT BASE PLATE WITH
SO TYPE CORD. #6 AND COPPER GROUND NON- SHRINK GROUT AND SILICONE
CONDUCTOR CAULK AT EDGE.
12" DIAMETER CONCRETE CYLINDER
1._0. FOR ANCHORING STEEL POLE. 45'
FINISHED GRADE CHAMFER AROUND EDGE.
GRS CONDUIT STRAPPED TO
WALL WITH MINIMUM OF (2)
STAINLESS STEEL PIPE CLAMPS \
SPACED EQUALLY APART. m 24" MIN
A S -6"
LIQUID LEVEL SWITCH. SET TO p REFER TO DWG
SWITCH WITH 1/2" OF WATER K NO. E02 FOR
ON FLOOR. EQUIPMENT
SCHEDULE
0
4 p
VAULT FLOOD SWITCH DETAIL
UNISTRUT AS REQUIRED FOR
ELECTRICAL ENCLOSURE
ATTACHMENT
L GENERATOR POWER
RECPTACLE 0 OUTDOOR
DUPLEX 0
4' -0° 10 BOTTOM OF RECEPTACLE ELECTRICAL
LOWEST PANEL (MINIMUM) MANUAL TRANSFER EQUIPMENT PAD
SWITCH, "MIS"
/UTILITY BOTTOM OM METER PROPOSED DRIVEWAY #5 T O.C. TOP AND
E.W.
2.0%
A
ELECTRICAL a i'I a e I I� A.
EQUIPMENT PAD a°
3' -0"
a I 1 "
Q c d . MIN. 6" OF CRUSHED
Q.. Q _ SURFACING BASE
PROPOSED CONCRETE COURSE
FOOTING, TYP. 1 -O"
ELECTRICAL PEDESTAL
ELECTRICAL PEDESTAL SIDE ELEVATION
FRONT ELEVATION
J¢' = 1' -0"
FINISHED
GRADE
WELD BRACKET AS TO NOT
INTERFERE WITH PUMP REMOVAL
AND HATCH CLOSING
PUMP GUIDE RAIL -<, i II
CONDUIT AS SHOWN
ON SITE PLAN
(6) #4 VERT
EVENLY SPACED
1' -0" #4 HOOPS
GROUND ROD 12" O.C.
OUTDOOR SITE LIGHT FOOTING AND
MOUNTING DETAIL
NOT TO SCALE
2 "x1/4" STAINLESS STEEL
'.� SUPPORT
WET WELL HATCH
SIGNED: 05123112
SIGNED: 05123112
u
6"x2" PIPE CLAMP (TYPICAL). .
CONTRACTOR SHALL PROVIDE A 1/2 "0 STAINLESS STEEL BOLT
MINIMUM OF 3 PIPE CLAMPS AND NUT (TYPICAL).
SPACED EQUALLY ALONG THE
LENGTH OF 2" PIPE FOR SUPPORT. ENGINEER s
PLANNERS SCIENTISTS
RH2 ENGINEERING, INC.
httD: //www.rh2,com
V mo!box9,h2.com 1.800720.8052
BELLNGHAM asos�s.oea
454 West Horton Road
2 "x2" PIPE CLAMP (TYPICAL)
N
BOTHELL
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22722 29th Dr ve $E, Su'te 210
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300 Simon street, Suite 5
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RICHLAND wssaust of
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6"x2" PIPE CLAMP (TYPICAL). .
CONTRACTOR SHALL PROVIDE A 1/2 "0 STAINLESS STEEL BOLT
MINIMUM OF 3 PIPE CLAMPS AND NUT (TYPICAL).
SPACED EQUALLY ALONG THE
LENGTH OF 2" PIPE FOR SUPPORT. ENGINEER s
PLANNERS SCIENTISTS
RH2 ENGINEERING, INC.
httD: //www.rh2,com
V mo!box9,h2.com 1.800720.8052
BELLNGHAM asos�s.oea
454 West Horton Road
2 "x2" PIPE CLAMP (TYPICAL)
2" SCH 80 PVC PIPE. PIPE SHALL
EXTEND FROM 4" FROM BASE OF
INTERIOR WET WELL TO MOUNTING SCALE: SHOWN � __
POINT BETWEEN PUMP RAIL GUIDES. wwwmpll
0 1„ 2,.
DRAWING IS NOT TO SCALE
LEVEL TRANSMITTER SLEEVE DETAIL RECORD DRAWING KOT IFIBAR IS NOT 2" LOWi NO.
NOT TO SCALE REVISED TO CONFORM a CCA E07
S=3628 15 TO CON TRUCTIO RECORDS
�+� MLM
04/25/12 DAM Jul 15, 2013 �EeT NO-
RH2 RING INC. DATE mENT: PEN 15
W REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 "No 112 -033 j 17
/ �y
NCO. RErVVISION BY REVIEW DATE RIND MBHS- D- EO6.DWG
BOTHELL
_10
22722 29th Dr ve $E, Su'te 210
, Sude
EASr
_
WENATCHEE ws saczsoo
300 Simon street, Suite 5
RICHLAND wssaust of
114 Columbia Point Drive, Suite C
SILVERDALE aeo.e�u>sso
2D21 NW Mh,, Rd, Suite 107
PROPOSED 6'
TACOMA zsOmzaoss
FORCE MAIN TYR
621 Pacific Avenue Suite 104
2" SCH 80 PVC PIPE. PIPE SHALL
EXTEND FROM 4" FROM BASE OF
INTERIOR WET WELL TO MOUNTING SCALE: SHOWN � __
POINT BETWEEN PUMP RAIL GUIDES. wwwmpll
0 1„ 2,.
DRAWING IS NOT TO SCALE
LEVEL TRANSMITTER SLEEVE DETAIL RECORD DRAWING KOT IFIBAR IS NOT 2" LOWi NO.
NOT TO SCALE REVISED TO CONFORM a CCA E07
S=3628 15 TO CON TRUCTIO RECORDS
�+� MLM
04/25/12 DAM Jul 15, 2013 �EeT NO-
RH2 RING INC. DATE mENT: PEN 15
W REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 "No 112 -033 j 17
/ �y
NCO. RErVVISION BY REVIEW DATE RIND MBHS- D- EO6.DWG