olympic view water & sewer district€¦ · town of woodway back fill ma teri al shall consist...
TRANSCRIPT
A
1"SADDLE & CORP.
2" SADDLE AND 2" CORP STOP AT MAIN
j COPPER SERVICE
. ··�·-
·.•···:,,
HORIZONTAL OR VERTICAL INLET
l=l_ ----- METER TO BE SUPPLIED
c::.,______;:i------ AND INSTALLED BY DISTRICT.
I 1\'
I I@
SETTER
A. 8. C.
D. E. F.
METER AND SETTER TO BE CENTERED VERTICALLY & HORIZONTALLY IN BOX.
CONNECT TO PRIVATE SERVICE.
DESCRIPTION
SERVICE SADDLE CORPORATION STOP, 1" OR 2" COPPER TUBING, 1" OR 2"
COPPER METER SETTER METER BOX COMP. x COUPLING (HORIZONTAL
OR VERTICAL INLET)
NOTE: REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED.
METER TO BE SUPPLIED AND INSTALLED BY DISTRICT
.. •·
• ·.
�- .-·
,,:
CENTER METER IN BOX, VERTICALLY AND HORIZONTALLY.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE
STANDARD DETAIL
'v/ATER METER AND SERVICE 1' 8c 2'
CONNECTION DETAIL
DWG NO.
10/16/18 SCALE
NTS W-1
VALVE BOX W/SLIDE EXTENSION. ALIGN TABS ON LID WITH THE DIRECTION THE
FIRE HYDRANT W/ MAIN IS INSTALLED. 4" STORZ AOAPTER �
rr�
PER MANUFACTURERS RECOMMENDATIONS
10 MIL, PLASTIC BETWEEN HYDRANT, BLOCKING AND OVER WASHED ROCK
D.I. PIPE, SIZED PERRUN FROM MAIN SEEDESIGN GUIDELINES
6" RESILIENT WEDGE GATE VALVE __ _,
BLUE.DOUBLE-SIDED MARKER PLACE OFF CENTER OF ROAD TOWARDS HYO.
[
RESTRAINED FITTINGS OR CONCRETE THRUST BLOCKING
L....}\,..---,P\1.--.c-
4" x 4" x 8" BRICK
NOTE: REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
FIRE HYDRANT ASSEMBLY DETAIL
DATE
10/16/18 SCALE
NTS
DWG NO.
W-2
NOTES:
FILLING, FLUSHING, DISINFECTION AND FINAL CONNECTIONS SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "NEW WATER MAIN CHLORINATION, FLUSHING, PRESSURE/LEAK TESTING, SAMPLING AND TIE-IN PROCEDURES."
NEW SECTIONS OF WATER MAIN THAT ARE INSTALLED WHEN EXPANDING A DISTRIBUTION SYSTEM MUST BE SEPARATED FROM THE EXISTING SYSTEM. UNTIL SATISFACTORY FLUSHING, DISINFECTION AND BACTERIOLOGICAL SAMPLING HAS BEEN COMPLETED, THE NEW WATER MAIN MUST BE CONSIDERED CONTAMINATED.
AN APPROVED METER AND BACKFLOW PREVENTION ASSEMBLY MUST BE USED ON THE SUPPL YING WATER LINE WHEN FILLING THE NEW WATER MAIN DURING DISINFECTION AND FLUSHING. THE METER AND BACKFLOW PREVENTION ASSEMBLY AND SUPPLY PIPING MUST BE REMOVED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN.
AFTER SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED FROM THE NEW WATER MAIN, SECTIONS OF CONNECTING PIPE MUST BE INSTALLED BETWEEN IT AND THE EXISTING SYSTEM. BEFORE INSTALLATION, THE INTERIORS OF ALL PIPE AND FITTINGS USED TO MAKE THE CONNECTION MUST BE SWABBED OR SPRAYED WITH A 1% AVAILABLE CHLORINE SOLUTION.
NOTE: REFER TO THE DISTRICT'S "NEW WATER MAIN CHLORINATION, FLUSHING, PRESSURE/LEAK TESTING, SAMPLING, AND TIE-IN PROCEDURES" FOR DETAILED PROCEDURES AND REQUIREMENTS.
TEMPORARY TEST BLOCKING OR RESTRAINED CAP
APPROVED RPBA BACKFLOW PREVENTION ASSEMBLY
ct-::1----Q 1 /
2" SUPPLY HOSE LENGTH AS REQUIRED
C TEMPORARY CAP
NEW___/ HYDRANT TEE� WATER MAIN
FLUSHING /
DISCHARGE ---ALTEllN"I/ES \
TEMPORARY CAP ______/4MPORARY _j TEST BLOCKING OR RESTRAINED CAP
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
'vi ATER MAIN FILLING DETAIL
DATE 10/16/18
SCALE
NTS
DWG NO.
W-3
HORIZONTAL BLOCKING
Pipe BEARING AREA OF BLOCK SQ.FT.
Size TEES & 90' 45' 22-1/2' DIA.
IN. BENDS BENDS BENDS BENDS
4" 3 1 1 1 6" 4 4 2 1 8" 7 6 4 2
10" 11 10 6 3 12" 16 14 9 5
NOTES
APPROVED RESTRAINED FITTINGS MAY BE USED IN PLACE OF THRUST
BLOCKING. LENGTH OF RESTRAINT TO BE APPROVED BY DIST.
ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL
BEARING AREA AT FITTINGS NOT GIVEN IN BEARING TABLE
SHALL BE AS DIRECTED BY THE ENGINEER.
WHEN POURING AGAINST PLUGS AND BLIND FLANGES COVER FLANGES & BOLTS
WITH 10 MIL PLASTIC TO KEEP CONCRETE OFF BOLTS.
LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR.
REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE
10/16/18
STANDARD DETAIL
THRUST BLOCKING
SCALE
NTS
DWG NO.
W-4
VALVE BOX
4" X 4" X 8" BRICK -----1
PLAN
ALIGN TABS ON LID WITH THE DIRECTION THE MAIN IS INSTALLED
GROUND SURFACE
,----- TAPPING SLEEVE
AND VALVE
PROFILE
NOTE: REFER TO OVWSD APPROVED MATERIALS
LIST FOR MATERIALS TO BE USED.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE
10/16/18
STANDARD DETAIL
�ET-TAP CONNECTION
SCALE
NTS
DWG NO.
W-5
SUBSEQUENT BACKFILL
INITIAL BACKFILL
SEE TRENCH SURFACE RESTORATION DETAIL
WIDTH EQUALS PIPE 0.0. +16" FOR MAIN LINE CONSTRUCTION
OR 24" OR LESS FOR
SERVICE LINE INSTALLATION
for:
NOTE: ASPHALT RESTORATION SHALL BE IN ACCORDANCE W/ AGENCY OF JURISDICTION
SNOHOMISH COUNTY CITY OF EDMONDS TOWN OF WOODWAY
BACK FILL MA TERI AL SHALL CONSIST OF:
1. 5/8" MINUS CRUSHED GRAVEL COMPACTED TO95% MAXIMUM DRY DENSITY ASTM D698 METHOD "D"UNDER ASPHALT FOR STREET CROSSING.
2. TYPE "C" MATERIAL WITH CLASS II PLACEMENT ANDCOMPACTION FOR UNDER ASPHALT RUNNING PARALLELWITH STREET.
3. TYPE "C" MATERIAL WITH CLASS I PLACEMENT ANDCOMPACTION FOR STREET SHOULDERS.
4. TYPE "D" MA TERI AL WITH CLASS Ill PLACEMENT ANDCOMPACTION FOR ALL OTHER AREAS.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE 10/16/18
STANDARD DETAIL
TRENCH DETAIL
SCALE NTS
DWG NO.
W-6
THE BOTTOM OF THE "V" SHALL BE POINTED AT THE VALVE
FIRE HYDRANT PER DISTRICT STANDARD
I
I
..,,., I
I VALVE I
MARKER POST L J
NOTES
GUARD
POST
GUARD POST
1. INSTALLATION OF A VALVE MARKER POST AND/OR GUARDPOST MUST BE DETERMINED BY DISTRICT.
2. GUARD POST SHALL BE 9" DIAMETER x 6' LONG PRECASTCONCRETE POSTS AS PER TECHNICAL SPECIFICATIONS. PAINTWITH MATERIALS PER APPROVED MATERIALS LIST. GUARDPOSTS TO BE USED IN EASEMENTS ONLY.
3. VALVE MARKER POST TO BE PAINTED WITH MATERIALS PERAPPROVED MATERIALS LIST. PAINT DISTANCE FROM THEMARKER TO THE VALVE ON THE POST WITH BLACK ENAMELPAINT, USING 2" HIGH NUMERALS.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
VALVE MARKER / GUARD POSTS
DATE SCALE DWG NO.
10/16/18 NTS 'vl-7
ELEVATION
MA TERI AL LIST
MARK ITEM DESCRIPTION A. RESTRAINED 0.1. CAP W/2" IPS TAPB. 2" CORP. STOPC. 2" COPPER PIPE, LENGTH TO SUITD. METER BOXE. 2" BLOWOFF VALVE
NOTE: REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
2H
BL□�-□FF ASSEMBLY
DATE
10/16/18 SCALE
NTS
DWG NO.
W-8
FINAL GRADE
VALVE BOX
2' BRASS
STREET ELL
VALVE MARKER POST DR GUARD
POST AS DETERMINED BY DISTRICT
METER B□X�
. ..
...
2' x 90• ELL
BRASS
•
-�
..
.4·
• ·-11
PAINT PIPE ABOVE GND
YELL□',/
2' OPEN PATTERN RETURN
ND
V 2' BEEHIVE STRAINER
2' BRASS PIPE
(FIELD LOCATE) NEXT
TD EXIST PROPERTY
LINE
2' GATE VAL VE (R/',/)
SERVICE SADDLE
DUCTILE IRON PIPE
BRASS PIPE UP TD
INLET OF AIR VAC
2' AIR/VACCUM RELEASE
VALVE
2' BRASS NIPPLE
DRAIN ROCK
NOTE: REFER TO OVWSD APPROVED MATERIALS L IST
FOR MATERIALS TO BE USED.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE
10/16/18
STANDARD DETAIL
ARV ASSEMBLY DETAIL
SCALE
NTS
DWG NO.
W-9
STORZ CONNECTORS
REFER TO CHART
,-----------------1 PRE-ASSEMBLED, DOH STATE APPROVED
DOUBLE CHECK VALVE DETECTOR ASSEMBLY
I
__ _J
. ·•
::./. .
.
"f'. /.• . .... ...
DOUBLE LEAF LID (MODEL-L.W. HATCH- TYPE D) LADDER PER O1/WSD STANDARD ALIGNED WITH HATCH.
1. ALL TEST COCKS MUST BE PROVIDED WITH BRASS CAPS.2. ACCESSES: (H-20 TRAFFIC RATED)3. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.4. DCDA MUST BE TESTED BY A QUALIFIED TESTER. TEST RESULTS MUST BE SENT TO DISTRICT
AFTER INSTALLATION & ANNUALLY THEREAFTER.5. A DISTRICT APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT.
VAULT SIZES - PIPING & DETECTOR ASSEMBLY SIZE
MINIMUM INSIDE VAULT METER SIZE DIMENSIONS
AND TYPE (EXCLUDES SIAMESE CONNECTION)
LENGTH WIDTH
3" 8'-o" 6'-o"
4" 8'-o" 6'-o"
6" 12'-o" 6'-0"
8" 12'-o" 6'-o"
6"
{1YP)
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
DOUBLE CHECK DETECTOR ASSEMBLY
DATE
12/05/18
TOP VIEW SHEET 1 OF 2 SCALE
NTS
DWG NO.
W-10A
REMOTE REGISTER. LOCATION TO BE
FINISHED GRADE DOUBLE LEAF H-20 TRAFFIC BEARING LID WITH DRAIN SLOTS
"r-...... --,.-t-----------'------+--+---------''------' .• '?.\::;�.;_
•. .. · ..
C: / SIAMESE CONNECTION (AS REQ'D BY FIRE DEPT. DRAIN PIPE
(DRAIN TO DRY WELL OR CB)
VALVE TO BE INSTALLED AT PROPERlY LINE
i .•
�1 :-:
3/4" METER TO BE SUPPLIED & INSTALLED BY DISTRICT AFTER PAYMENT OF PREVAILING FEES
--6" -5/8" MINUS CSTC COMPACTED TO 95% DENSITY
,,,,.,,,,.. ADJUSTABLE PIPE SUPPORT
1 0" FLR. DRAIN
WASHED DRAIN ROCK
1. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
DOUBLE CHECK DETECTOR ASSEMBLY
DATE
12/05/18
SIDE VIEW SHEET 2 OF 2
SCALE
NTS
DWG NO.
W-108
TEST COCKS (4 REQUIRED)
TOP VIEW
� METER BOX
��� I�----------r------,
•
<O
RESILIENT SEATED SHUTOFF VALVES 2 RE 'D
SIDE VIEW GRAVEL (12· MIN)
1. APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH GROUND. 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. TEST COCKS TO EITHER FACE OUTWARDS OR UPWARDS FROM ASSEMBLY. 4. ALL TEST COCKS MUST BE PROVIDED WITH PVC PLUGS OR EQUAL.5. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER.6. THE DCVA CAN BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES
ARE MET.7. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING.8. MUST BE PROTECTED FROM FREEZING CONDITIONS. 9. BRAND, MODEL AND SERIAL NUMBER OF ASSEMBLY MUST BE CLEARLY VISIBLE.
10. THE BACKFLOW PREVENTION ASSEMBLY MUST BE APPROVED BY WSDOH/USC.
MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIEDBACKFLOW ASSEMBLY TESTER. THE TEST REPORT MUST BE SENT TO THE DISTRICT.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
DOUBLE CHECK VALVE ASSEMBLY UP TO 2'
DATE
10/16/18 SCALE
NTS
DWG NO.
W-11
TOP VIEW
TEST COCKS W/ PVC PLUGS (4 REQ'D) RESILIENT SEATED
SHUTOFF VALVES (2 REQ'D)
MIN 12" CLEARANCES AROUND BACKFLOW PREVENTER - ALL SIDES, TOP AND BOTTOM
12" MIN 5' MAX
ADEQUATE GRAVITY DRAINAGE SYSTEM REQUIRED W/ APPROVED AIR GAP
GROUND FLOOR
SIDE VIEW NOTES:
1. APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY TO LAY HORIZONTAL ONLY.
2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE.
3. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER.
4. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING.
5. MUST BE ACCESSIBLE.
6. MUST BE PROTECTED FROM FREEZING CONDITIONS.
7. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL.
8. MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY WASHINGTONSTATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TOTHE DISTRICT.
(ABOVE GROUND INSTALLATION ONLY)
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE
STANDARD DETAIL
REDUCED PRESSURE BACKFLO�
ASSEMBLY 2' AND SMALLER (RPBA)
SCALE DWG NO.
10/16/18 NTS W-12
w z 1-t ...J
3: >o 1-a:: 8:i
3" MIN. 3/8"x4" ANCHOR BOLTS (PER MANUFACTURER)
6" MIN .....__ ___ ..,
a.. 0 a::a..
FREE DRAINING GRAVEL
TYPE K COPPER-----... OR APPROVED EQUAL (SIZE AS REQ) (TYP)
CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA
FLOW ..-------r ----- ,.___--L-,/
cot0
TO OWNER'S ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS
SIDE VIEW NOTES:
ENCLOSURE "HOT BOX" OR EQUAL
REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA)
120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE, INSTALL HEAT TAPE FOR FREEZE PROTECTION.
-j I-- 3" MIN
NION CENTER BACKFLOWPREVENTER IN ENCLOSURE
TYPE K COPPER OR APPROVED EQUAL (SIZE AS REQ) (TYP)
120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE
co PROTECTION.
z 1-t
�
N
6X6 W2.9xW2.9 WWF (WELDED WIRE FABRIC)
FRONT VIEW (METER SIDE)
1. PROVIDE DISTRICT APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER.
2. OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA OR RPDA AND ALL PIPINGAND APPURTENANCES SHOWN ON THIS PLAN.
3. MUST BE TESTED AFTER INSTALLATION AND YEARLY BY A WASHINGTON STATE CERTIFIEDBACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE DISTRICT.
4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES.
5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROLFIGURE 6-8.
6. ENCLOSURES SHALL BE LOCATED ON PRIVATE PROPERTY.
7. SLEEVE SHALL BE ONE NOMINAL SIZE DIAMETER LARGER THAN PIPE BEING SLEEVED.
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE
STANDARD DETAIL
REDUCED PRESSURE BACKFLO�
ASSEMBLY 2' AND SMALLER (RPBA)
SCALE DWG NO.
10/16/18 NTS W-12A
REMOTE REGISTER LOCA 110N TO BE OETERMINEO BY DISTRICT
2-45• BENDS
SECTION N.T.S.
N.T.S.
ME1ER VAl.lT REllJIIEIEl1S ME1ER IIAKJNE BY-PASS ME1ER VAIA.T S2E
$' 4" REDUCED TO $' D.L 2· 8''41 4• 4° DJ. 2" fdf 8" 8" D.L 2" fx12' 8" 8" D.L 2" fx12'
NOlE: AU. VAULlS SHAU. BE Sa.JD WAil (NO l<NOO<OUlS)
REMOVAl!LE GRATING AT END CJ' SUMP FOR PUMP --�
.,
.:J
ME1ER TIPE
DISTRICT DISCRE11al DISTRICT DISCRE11al DISTRICT DISCRE11al DISTRICT DISCRE11al
4" DRAIN LINE TO DA YUGHT. PRO\IIDE Al T. SUMP PUMP IF DA YUGHT DRAIN NOT FEASIBLE
NOlE 2
IIAlERIAL UST FOR 'S' Nil LARGER ASSEIIUS
l1EI DESCRl'llON
(11 DI Sl£E'IE 111H RESlRAIIT a! R£SlRAIE) CW'lJIG
(21 AOJJSTAl!LE Pl'E SUPPORTS
@ "'(' TIPE SlRAID, FL BY FL (F NOT NWllED 111H MElER)
1(4 1Et Fl.AN(£ BY fl.ANGE
@ BIR) R.AHGt TAPPED FOR BY-PASS 11£
� R.W. GAlE VALVE. Fl.AN(£ BY Fl.AN(£ W/IWllWIIIL
I� WATER IIE1ER, PROYllED BY DISTRICT
I< 8 } SELF GENERA'IIIC A£IIOTE A£ADOUT
© CW'lJIG ADAPTER. fullJ
® DUCTU: llal PFE, PUIN END BY Fl.AN(£
® DUCTU: llal PFE, Fl.AN(£ BY Fl.AN(£
® 48"x72" ALUIINII HAllJI, RAlED FOR H-20 I.OADNG
1<13} 8" EX1tllSOI RIIG
.!! PRECAST VAIA.T (SEE ea.ow FOR CALL OUlS)
1<15} BRASS Nl'l'IE, 1IRADED, LENGTH AS REQUIRED
I\!!, 'I' BRASS BALL VALVE.
1(17 BRASS 91T El.BOW
1(18 BRASS UIDI
® BRASS PFE, LENGTH AS REQUIRED
@ FR£E STAIONG ALUIINII LADDER 111H LADDER IF � AlTACIID TO SllE CJ' HA'!al Nil FI.OOR
@ 4" FI.OOR DRAII W/GRA'IIIC <JI NIT
@ 'I' lm'ASS IIE1ER, PROYllED BY DISTRICT
@ 'I' SADDLE & ca!P. PONT IF
1. IElERS Nil A£IIOTE READERS SHALL BE Sll'PlE) BY OVWSD AFTER PAllENT CJ' AU. PREVAUIG FEES, Nil IISTAU.ED BY 11£ � II ACCIRIANCE 111H IIAIIJFACIIRR's RECOIIIIEll)A 110NS.
2. FOR PREIISE ISClAlKII, IISTAU. AN APPROV£.ll BAaCFl.OW PREV£.Nll<JI DE't1CE II ACCIRIANCE 111H DEPT. CJ' 1£AL1H REGUIAllONS.
3. AU. Pl'E Nil FIT1NGS TO BE DUCTU: llal UIUSS SPEaFED.
4. AU. lEST COCKS SHALL BE PUJGGED. 5. ALL VAIA.T PEl£1RA1l<JIS SHALL BE CIHD, Nil HAVE.
MEaWICAL-SEAL INSTAil.ED AROI.Ml Pl'E Nil GROUTED II. 8. EXTERIOR VAIA.T TO BE COAlED 111H 2 COAlS CJ' 81.AQ(
IIIUIASIIC SQJJ110N. VAIA.T TO BE DRY PIIIOR TO Al'l'IJCA 110N.
7. VAIA.lS TO BE S0Lll WAil 111H NO l<NOO<OUlS 8. F SUMP PUii' IS REQUHD, � SHALL SUPPLY
P0IER TO 11£ VAIA.T II cx»FallANCE 111H ALL L0CAL Nil STAlE COOES.
9. ALL C<JISlRUC110N SHALL C0IFlHI TO lHE OVWSD STAlilARD SPECflCAllONS.
10. Lil DRAIIS SHALL BE IKXR'CJ!AlED lllO 11£ HA'IOt FRAME.
11. IIAlERIAI.S USED SHALL BE PER OWISD APPROV£.ll IIAlERIAI.S UST.
1. SUMP PUii' MAY BE SlllSIIIU1ED FOR FI.OOR DRAII F DRAII 11£ CANNOT BE DA'l'IJQflEI). DETERIIIIAlKJI TO BE MADE BY DISTRICT.
2. PRO\llE RECESSED DOO! HANDLE BOX II NXnS HA'!al FOR PADLOCK Wfll(l.T-llO'MI COV£.R O\'ER LOCK.
SUMP PUMP DETAIL
NO SCALE
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS
DATE
STANDARD DETAIL
METER AND METER VAULT ASSEMBLY
3* THROUGH 8*
SCALE DWG NO.
10/16/18 NTS W-13