HomeMy WebLinkAboutzW-3988Setw
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HORIZONTAL BEND VALVE ANCHOR
J"" `•fti
ti
TEE
VERTICAL BEND
5HIM PLATE
uun4mr% r-�-UG
PLUGGED END FOR
FUTURE EXPANSION
D �
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1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
OFFSET
-1" BARS
ALTERNATE
VERTICAL BEND
NOTES-
i Y
.f
PLUGGED TEE
Y
PLUGGED CROSS
'Q
PLUGGED CROSS
1. ALL CONCRETE FOR BLOCKING SHALL BE A
F1 VE (5) SACK M I XC
2. ALL BLOCKING SHALL BE PDURE0 AGAINST
FIRM, UNDISTURBED EARTH.
CONCRETE BLOCKING
DETAIL
VS10N DATE SCALE LH5TRIGT APMOVAL
MAY 17. 2011 I•, I 10
� NAME
M: \SODS CREEK W&5\DESIGN STANDARDS\WTR DTLS\W- 1
THRUST BLOCK
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
N TS
JUNE 02, 2011
13VYG. i+ll0, W-'1
2" CUBE
KNESS
)UIRED)
2 1/4" CUBE (INSIDE MEASUREMrNTS)
1 /8" MINIMUM THICKNESS
NOTES:
LENGTH A5 REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE_
EXTENSIONS ARE RLOUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4)
FFFT BELOW FINISHED GRADL. EXTENSIONS ARE TO BE A MINIMUM OF TWO {2)
FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE.
ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS :NOTED, AND PAINTED
WITH TWO (2) COATS OF METAL PAINT.
VALUE OPERATING
NUT EXTENSION
p0mSION DATE SCALE ❑ISTRiCT APPROVAL DAZE A!'PROYED
MAY 17, 2011 NT5 K.V- JUNE 02, 2011
FILE 4 W—a NAOWG. NO.
M_\5pp5 CREEK w&S\CESFGN STAN(}ARDS\YVTR pTLS\IN-1�d YY 1
VALVE OPERATING NUT EXTENSION
N TS
CORPORATION STOP
VUELLER B-2CIU13 (IPT)
OR FORD F650D
WATER SERVICE
t OMAC 501—$ POLYETHYLENE PLASTIC
STAINLESS 57EEL PIPE WITH FORD 110. 72
STRAP SADDLE STIFFENER INSERTED IN
(IPT) OR EQUAL I ....� r'>✓-•�r� END OF PIPE
CLASS 52
DUCTILE IRON
I WATER MAIN
PLAN
CORPORATION 5TDP
D
COMPRESSION PACT( JQIf+IT,
FORD C16-44 (IPT) PACT:
JOINT COUPLING CLASS 200
OR MUELLER H-15454
DCOMPRESSION
PACK ,10INT
"Wp,TEE,� 5FR'410E
R INSERT
�I,�kryLC�� 3at�L
WATER MAIN STRAP SADDLE
(IPT) OR E[DUAL
ELEVATION
NOTES!
1, SERVICE LINE FITTINGS.- ALL FIT71NGS SHALL BE CAST FROM WATER WORKS BRASS
CONFORMING 70 C800.
2- MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SID R 7, PE 3408
(HI—MOL PLASTIC) WITH 16 GAUGE TRACED WIRE.
WATER SERVICE CONNECTION
ONE INCH
REV151pN DATE SCALE DkSfRiCT APPR4VAJ, DATE A15PROV0
MAY 17, 2011 NTS iS-V. JUNE 02, 2011
FILE NAME
M! \500S CREEK W&S\DESIGN STANIbAI�DS\WIR DTLS`rW-15 DWG.NO.
1" WATER SERVICE CONNECTION
N TS
1" WIN. - 2" .MAN. FROM INSIDE
FRONT WALL CrF M=R BOX
(TYPICAL '011 ALL SERVICES)
COMPRESS40N PACK JOFNT
ADAPTER, MUST BE CAPABLE 4F
RECEIVING 3/4" OR 7" ANGLE
STOP WITH NO ADOITIONAL
FITTINGS
1' HE-Q01< PLASTIC PIPE, CL 200
i— 6" TO TOP OF
ANGLE STDP
3/4" & T" SERVICES
1 ( TYPICAL)
FOR STANDANO 5/$"x3/4" METER,
USE 3/4" ANGLE STOP W/LGCK
WING, FORD NC. KV63--342'N OR
MUELLER H-14259 SERE&
FOR 1" METER. USE T" ANGLE STOP
wAOCK WING, FORD NO.
KY53-442W OR MUELLER H-14259
SERIES.
SINGLE SERVICE
NO1LS; .
1. DO NOT I�ACKF9LL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPEETE10 BY THE
DISTRICT.
2 WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS,
HANDHOLE5, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MI# ;VUM OF
3 FEET. FROM OTHER WATER METERS, SERVICES. FIRE HYDRANTS AND SLOrWOFr
A SSEMB U E 5.
3. METER 80X SHALL 8E SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER
STANDARD DETAILS W-17 AND W-16.
TYPICAL SERVICE
DETAIL
REV6101f DATE SCALE AP ROVA:
4-23-14 NT5 K. V
FU NtAVE
R-- \GAD` L)ETAL%\AUTDCAD\SOGSCRX\WATEf4\W-18
TYPICAL SERVICE
N TS
SLPTEV0ER 23, 20,4
DWG. NO W-16
W-398801
FOR INFORMATION ONLY
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f• frr;� -
MID -STATES PLASTIC HDPE METER BOX NO. BCF132412B
D �
c
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
CARBON HDPE LID #13244252 MARKED "WATER"
HDPE DIETER BOX & LID
FOR 1 " METER
I; L J _ • , 241', `
E 4huE
Ir \CAL'\:]tIAlL\AuTOtAb\SDOSI,K%WAIE w-18
DWG. NO. W-18
1" METER BOX & LID
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
N TS
5" To
ANGLI
3/4" & 3
(TyF
INLCTI OUTLET
EQUAL DIST. INLET OU-LrT
EQUAL, DIST
NOTLS'
1. THE: ANGLESTOP5 MUST BE EQUAL DISTANCE FROM THE LONGIZIDINAL SIDES OF 7HE
METER 90Xc THE TOP OF THE ANGLESTOFS MUST 9F 6" BELOW THE $I0 7TOINd OF THE
METER BOX LID. THE ANGLESTOPS MUST BE BETWEEN 1" AND 2" FROM THE LATITUDINAL
END OF THE METER BON AND MUST BE VERP.CAL (9W) TO GROUND LEVEL,
2. THE ANGLESTOP CONNECTION ON THE CUSTOMER'S SIDE OF THE METER MUST REM kjN IN
A %IERTiC.AL POS17ION AFTER THE CONNECTION TO THE CUSTOMER'S LIME HAS BEEN
COMPLETED.
3. THE METER BOX MUSI R.WAIN ERE€ OF FOREIGN MATERIAL SUCH AS CONCRETE & ITS
BY—PRODUCTS,
4. METER BOX SOPPLIED BY DEVELOPER/CONTRACTOR. METER BOX SHALL BE FER
STANDARD DETAILS W-17 AND
METER
INSTALLATION
41510" DATE SCALE:DErF{IQT APPRG74
9-23--14 _ f,tTS
E NAME -'
R: \ CAD \DETAIL\AUTI)1CA \540SCRK\WATER\w-19
METER INSTALLATION.
N TS
K.V. SEPTEMSER 23, 2014
DWG. NO, I W-19
--` SEE PIPE
SLEEVE DETAIL
CONC. BLOCKING
11} —VENT BOX SHALLL BE
STANDARD WATER
METE€? DOX PFR
+ BRASS PIPE, DETAIL W-17.
PLAN SEE BY—PASS DETAIL INSTALL ON VAULT
1 SIDE W7H THE LEAST
CONFLICTS.
FINISH GRADE
wATLRTIG'�-�
c° SEALED -V4" 90' PVC
BEND
-Y," ELECTRICAL
PVC CONDUIT
6"
/ T
comc.— 12 9 12" MIN SEE PIPE
8LOCKING
f , SLEEVE DETAIL
8 ELEVATION
7
74 9E IN57ALLED PIPE SLEEVE
I DOUBLE C �HECk
BY ❑157RICT VALVE W/PORi$ LEAD & OAkUM
GATE 17 DR EP4Y
VALVE SEALANT
PIPE
GATf VALVE —CEMENT VQ'f
TLT
TEST PLAT (TYP)-/ rEST VALVES- PACK
3/4" 90' BEND
BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DETAIL
* SEE SHEET 2 FOR ADDITIONAL MOTES & MATERIALS
DOUBLE CHECK DETECTOR
BACK LOW PREVENTION ASSY.
g REVISION ❑ATE IISCALF DIS7RICT APPROVAL DATE AF
SHEET 1 OF 2
MAY 17, 2011 NT5 K.V. JUNE 02. 201i
FILE NAME
M: \SOOS CREED{ w&S\DESIGN STAN0ARD5\WTR bTLS\W-25A [)WG. ND- 2 A
PIPS SIZE
VAULT SIZES
CATALOG
VAULT #
COVER #
BASE
3" & 4"
575— LA
575— BL
57TL— 30C
575— BL
6" & E"
4484—LA
4484—ML
4484TL-3CC
4484—EL
10
51106--LA
5106--ML
5106TL-30C
5106—BL
GENERAL NOTES:
1, PAINT AL_ INTERIOR METAL INCLUDING PEPL, VALVES, A14D FIT-nNGS WITH TWO COATS OF EPDXY A5
APPROVED BY THE DISTRICT. USE TNEMLC SERIES 135 GHEVIBIJILD, MODIFIED POLYAMIDOAMINE EPDXY.
APPLY PER MANUFACTURERS INSTRUCTIONS.
2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILITY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT
DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL.
3. ALL ACCESS COVERS MUST BE MARKED "WATER" & BE LOCKING & TRAFFIC BEARING AS REQ'D BY DIST.
1MTH THREE (3) TAPPED 5/B" HOLES (SEE STANDARD DETAIL W-250). SQUARE HATCH MAY BE USED.
SUBJECT TO APPROVAL BY DISTRICT.
4. CLASS 52 D.I. PIPE J5 REQUIRED.
MATERIAL LIST
a HATCH CAST IRON OR ALUMINUM MANHOLE GRATE AND COVER (SEE #3 ABOVE).
LADDER RUNGS CAST IN PLACE 3/4" GALV. BAR AT 12" !O.C. OR FABRICATED ALUMINUM LADDER
SECURED AT TOP AND BOTTOM.
3 CONCRETE VAULT— SUBMIT DETAILS FOR APPROVAL (SEE TABLE ABOVE).
DLTECTOR DOUBLE DETECTOR CHICK VALVE ASSEMBLY MUST BE APPROVED FOR INSTALLATION
IN WASH9NGTON STATE, TYPE SHALL BE APPROVER BY THE DISTRICT.
5 VALVE TWO EACH, AWWA, FLANGED C5 & Y GATE: VALVES WITH HA DWHEELS. MUST BE
LOCATED INSIDE OF VAULT.
6 COUPLING ADAPTOR- TWO EACH, CAST IRON, FLANGE BY MECHANICAL JOINT WITH RESTRAINT.
FLOOR DRAIN 4" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGr DITCH.
ALTERNATE: WATERPROOF VAULT w/ XYPEX & SUMP PUMP. ALTERNATE MUST BE
APPROVED BY THE DISTRICT AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN IS
EXTENDED OVER 300 FEET.
WATER METER 5/8" x 3/4" TO BE INSTALLEI] BY THE DISTRICT.
PIPE STAND 1" SCHEDULE 40 GALVANIZED PIPE STAND & 13ASE BOLTED TO FLANGE.
1 D TEE 3/4" BRASS WITH 3/4" PLUG_
11 GATE VALVE— — 3f4" BRONZE BYPASS GATE VALVES (ASTM 362).
12 WATER MAIN CLASS 52 D.I. PIPE WITH RESTRAINED JOINTS.
i3 WALL FLANGE— TWO EACH
* SEE SHEET 1 FOR ADDITIONAL DETAILS SHEET 2 OF 2
DOUBLE CHECK DETECTOR
BACKI'LOW PREVENTION ASSY.
�?EVISLCN DATE SCALE 9IsT�cT APp� j4 DATE APPROVE6
as/DSJtti13 rtrs K.V os
rILE NAME
F: \T]FTAILS\S0-DSCR# WATER W-259 f~ WG. NO. W-25B
DOUBLE CHECK DETECTOR BACKVLOW PREVENTION ASSEMBLY DETAIL AND NOTES
N TS
W-398802
FOR INFORMATION ONLY
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REMOVE EX_ WM AS REO'D
DI CL. 52 SPOOL
LENGTH AS LENGTH AS x LF REO'D
NEEDED NEEDED MJ SLEEVE
PROPOSED UTILITY W/MEGA—LUGS
I A (SEE MOTE BELOW)
EX_ DI OR A/C Wkf — — — — — — — — — — — 1"?C. bE QR A/G WM
r
VERT. THRUST BLOCK f�717
W/ REBAR STRAPS DI CL. 52 SPOOL x LF REVD
(TYP. OF 2) I (TYP. OF 2)
45` BEND (MjxMj)
PROPOSED DI CL. 52 4VM �� W/MEGA—LUGS
(TYP. OF 4)
ALL BELLS HETWEEN FITTINGS 12" MIN. VERT. CLEARANCE
SHALL HAVE FIELD—LOK GASKETS. BETWEEN UTILITY & TOP OF WM
UNLESS 07HERWISE SHOWN ON
PROFILE, IF CROSSING GRAVITY SEWER
MIN_ 18" VERT. CLEARANCE REQUIRED
(SEE NOTE 2 BELOW)
NOTES;
I. MEGA —LUGS SHALL NOT BE USED ON EXISTING WATER MAIN PIPE IF FXISTING PIPE IS
CLASS 50 D.I. OR A.C. PIPE. MJ SLEEVE TO BE INSTALLED ON CLASS 50 D.I. Plp_
TRANSITION! COUPLING TO BE INSTALLED ON A.C. PIPE. BLOCKING SHALL BE DETERMINED
IN NIELD B? DISTRICT FIELD REPRESENTATIVE.
2. SANITARY SEWER SHOULD BE LOCATED BLOW WATER MAINS IF POSSIBLE_ GRAVITY
SEWERS MAY BE LOCATED A80VE WATER MAINS AS LONG AS THERE tS 18" MIN,
SEPARATION AND THE WATER MAIN IS CASED FOR AT LEAST 10' EACH SIDE OF THE
CROSSING.
�. PRESSURE SEWER MAINS SHALL ONLY BE LOCATED BELOW WATER MAINS WITH 18"
MINI, SEPARATION WATER MAIN SHALL ALSO BE CASED FOR 10' EACH SIDE OF
CROSSING.
EPA
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
TYPICAL UTILITY/ WATER MAIN
CROSSING
VISION DATA SY,• E DISTRICT APPROVAL HATE APPROVED
MAY 17. 2011 N'S K_v_ JUNE 02, 2011
E NAME
M: 500E CREEK W&S\1)ESICN 51ANDARR5\WTR DTLS\W-32 DWG. NO. W-32
UTILITY/WATER MAIN CROSSING
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
N TS
�IIII111 �_ -_ _ 1111111� ,1111111 �- .
�uuIII ouuu �umll
1
SUBGRADE
i
8' MIN. ORGANIC TOPSOJL�
PER KCC 16.82.100
TDP SOIL
s5� iuOMPACTfliI PIT RUN 3n MINU5 PIT RUN 3" MINUS
3` MIN. 3' MIN. 95% CO1PACTON
RU5+iEO ROCK CRUSHED ROCK
5/8"-1 1/2- 7/8"-1 1/2"
NATIVE MATERIAL IF NATIVE MATERIAL IF
APPROVED BY DISTRICT PIT RON 3" MINUS APPROVED BY PIT RUN 3" WNUS
AND RIGHT —OF --WAY 90% COMPACTION CRUSHED ROCK DISTRICT AR6 90% CCWPAC71ON CRUSHED RflCI{
AGENCY CONSTRUCTION) 5/V"-1 1/2" PERMITTING AGENCY
REPRESENTATIVE
I
12" MIN. 903 COMPACTION 12" MIN. 90% COMPACTJON
i - -
SAIvD SOIL ENGINEER APPROVAL SAh1i1 SOkL ENGINEER APPR4VAi-
COMPACTION TEST REQUIRED & COMPACTION TEST REQUIRED
PEA GRAVEL PEA GRAVEL
5/15' MINUS CRUSHED 5/8" MINUS CRUSHED
6" fMIN.A IMIN.
i f
f }
f 2"-4" ROCK DR 4 j 2"-4" ROCK OR
SOILS ENGINEERING94% CO►41PAC-nON f OTHER MATERIAL SOILS ENGINEERING---909 COMPACTiON OTHER MATERIAL
DETAIL NEEDED f LISTED ABOVE DETAIL NEEDED LISTED ABOVE
NOTES:
1. BEDDING —IN RIGHT OF WAY, ORIVEWAY
PARKING LOTS. PAVED AREAS, AND NON —
PAVED AREAS.
2. BEDDING FOR RIGID PIPE —NATIVE MATERIAL
UNLESS �kUDGED U.NSUiTABLE BY THE
DISTRICT AND RIGHT—OF—WAY AGENCY
CONSTRUCTION REPRESENTATIVE.
1 TRENCH BACKFILL, BEDDING AND MATERIAL
TO CONFORM TO RIGHT —OF --WAY AGENCY
SPECIFICATIONS AND DISTRICT STANDARDS.
TRENCH WIDTHS
NOMINAL
PIKE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAYIMUM
2
18
24
36
3
18
24
1 36
4
18
24
36
6
21
24
36
8
24
24
36
12
28
28
40
(IN INCHES)
TYPICAL TRENCH DETAIL
REVS10N DATE SCALE DISTRICI APPROVAL DAlt APPROV1 D
_ MAY 17, 2011 NITS K.V. JUNE 02, 20,
FiLE NAME
M:\SDOS CRFF-K W&S\DESIGN STANDARDS` WR DTLS\W-33 DWG. NO -33
TYPICAL TRENCH
N TS
NOTES;
1. BEDDING --IN RIGHT OF WAY, DRIVEWAY
PARKING LOTS, PAVED AREAS, AND NON —
PAVED AREAS.
2 RIFIDDINIG FOR RIGID PIPE —NATIVE MATERIAL
LIDLESS JUDGED UNSUITABLE BY THE
DISTRICT AND PERMITTING AGENCY.
3. TRENCH BACKF'ILL, BEDDING AND MATERIAL
TO CONFORM TO PERMITTING AGENCY
SPECIFICATIONS AND' DISTRICT STANDARDS.
TRENCH WIDTHS
NOMINAL
PIPE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAXIMUM
7
18
24
36
3
16
24
36
4
16
24
36
fr
21
24
36
a
24
24
36
12
za
28
40
(IN INCHES)
TYPICAL TRENCH DETAIL
(OUTSIDE ROADWAY)
REYISJON DATE 5GALE I DISTINCT APPROVAL PAIE APPROVED
MAY 17, 2011 NTS K_V_ JUNE 02, 2011
FIX NAME
Md \SOOS CREEK W&S\DESIGN STANDAR5S\WTR DTLS`kW-34 DWG. NO. I VV-34
TYPICAL TRENCH (OUTSIDE ROADWAY)
N TS
W-398803
FOR INFORMATION ONLY
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