HomeMy WebLinkAboutR-411026CORPORATION STOP M
T f FORD FB500 OR
ESMT. RTr LINL NE OR HYDRANT RUN_ MUELLER H-9969
SEE PIPE
1 LENGTH ESTABLISHED ON JU A$ APPROVED 8Y DSTRLCT r
I;IPT /e_= NOTES * A. USE 5' DI PIPE. I'LAROM (SHTJRT RUNS ONLY), /f �~ � SLEEVE DETAIL
1
ONE 6" 01 PIP DATJWITH 2 W L3f " STEPREa TIE � DN TH WATER SERVICE & • 5 r{ 1 �1 TZ CONC. BLOCKfNC
O T` 36 RODS. NUTS AND BOLTS AFTER INSTALLATION, ROVAC 202-S— POLYETHYLEEVE PLASTIC F + O
MEGALUGS CAN BE PROMOEO IN LIEU OF TIE RODS . STAINLESS STEEL P1PF WITH FOLIO NO. 72 I
IirDJaAidT: - STRAP SADDLL STIFFENER INSERTED 1N - � � O
1. ^BALL BE CLEANSED & PRIME COATED "TK HEAVY DUTY (IPT) OR EQUALI END OF PIPE
L1J j1 r\ 6RUSH TYPE PRIMER OR APPROVEO EQUAL AL; HYDRANTS �� J f/ �
r SHALL BE PAINTED YELLOW.
YEOW. TW'O TOP COATS SHALL BE 12 - w OIL RESrSTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL- II -
13
VENT BOAC SHALL BE r
2. 5TENC1L CfJ FACE 4F j•IYpRANT BARREL T11E I]ISTANCE � STANDARD WATER ■ ■
HORIZONTAL BEND VALVE ANCHOR PLUGC�E❑ TEE FROM HYDRANT to Gv, IN FEET MTH 2" HLACk LETTERS, p STANMETER BOX PER
- — 3.. $URfA,CE TO BE GRADED UNWORML.Y AI {OUND }iYURANT I
f TS' RADIUS). SLOPE AWAY W/ 9W.Sri FINISH SEE BY-PASS DETAIL DETAIL
ON7VAJJLT
s' rH,QK G:,NC, F+ti�J { 4I BRASS PIPE,
a_ INSTALL STIMSONITE MODEL 89-A BLUE REFLECTIVE PLAN
E I RE -HYDRANT IN CUT PAVEMENT MARKER, OR EQUAL_ ON SYDRANT SME OF THE: COMPRESSION PACK JOINT, - - SIDE WITH THE LEAST
} - - - CENTER L114E OF THE ADJACENT STREET IN QIfiECT LINE
f 1
_ 2 4"--12" # CGiJ1 I IGTS.
ti �� t• �� f WITH TF#E HYDRANT. M ELLLE{�6H 5454, CL�200 OR RNISH GRADE
NOTES:
` r IRON PIPE 'SIZE
O1. ROCKERY TYPE RETAINING, WALL TO SE PROMI}E❑ WHERE
NECESSARY 04 CuT O:1 FILL AREAS "A
2. NO GUARD POSTS.
r CLASS 52
i 1 i
f �, * Ll
5�E No-%s DUC71LE [ONWATERMAIN1
f' /• r 1, \ ti ` WATERTI GHT 00 SEALED Y411 90- PVC
O TEE OFFSET PLUGGED CROSS — -
{ THICK COFkC LAN
'.. SEND
PAo Ya" ELECTRICAL
I 1-1" BARS 1a" O � PVC CONDUIT 1 F'.ACE DF A10AL CORPO RATON STOP- COMPRESSION
CURB
,f �= TTP.: �` TO �. PACK JOINT -
VERTiCAL
MIN.: 3 - p- T 6"T 24" CAST IRON
-f 1/4' RAKE
VALVE BOX W/ LID
_ sR MARKED
oe�c>Ft„ as WA�� 51EVIGF E $ 12 1 q
FIRE HYDRANT I N FJ-LL Cr,�Jc - - - SMEWALI{ APPROVED BY n1sTJZJ T
....fir •` a f, FIRE HYDRANT LOCATION
_s- MIN.
IN CUT OR FILL VARIABLE 6" GATE VALVE CONC. I2 9 12" MJI
W VERTICAL BEND ALTERNATE PLUGGED R FILTER Fg13RICSEE PIPE
(ALL Aaar,r,o} I - I tp'f STIFFENER INSERT s�DcxlNc SLEEVE DETAIL
CL 52 5" oa. Phi
VERTICAL BEND
z
ELEVATION mob.amCNCREETE ROMAC 2a2�5 7
w 1HRUST 13LOCK 44ATER#�AIN STAINLESS STEEL
II1/2 YARD I MIN STRAP SADDLE
1 1 a i WASHED 1;'XK A" CONCRETE SEARING BLOC{ v N [70LJ�LE L*EECIt N
STEEL ShiIM PLATE I IPT OR EQUAL TT r
PIPE SLEEVE
7O E3E INSTALLED
jj VALVE W/PORTS LEAD do OAKUM O
NOTES. ELEVATION BY DISTRICT VALVE * UP
9. GATE 1F OR EPOMY
T PIPE O I— b� TtdCIS COh3C_ - _ O
1 1 1, ALL CONCRETE FOR BLOCK€M4G SHALL 9E A =Aa
BLANK PLbG FIVE (5) SACK MIX, FIRE HYDRANT ASSEMBLY 1, SERVICE LJ€vE FITTINGS: CAST C80C WATER WORKS BRASS. L
z FIR HYDRANT PLAN V I EIJ1 G0.TE VAL TEST bpRT {TYPTEST VALVES z - YEE `PAI:K
�� CF}A�NT PRY
2. ALL BLOCKING SHALL BE POURED AGAINST 2. MUNICIPAL SERVICE PIPE; IRDN PIPE SIZE ID, ASTIV D-2239, SIDR 7. PE 3408 3/4' 90' BEND r
C PLUGGED END FOR FERM, U1Nak5TURBEI7 EARTH, (HI-MOL PLASTiC) WITH If GAUGE 71RACER WIRE.. BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DE!'AIL. ■ ■
c FUTURE EXPANSION 3. CORPORATION STOP VALVE INSTALLED PARALLEL TO WATERMAIN. * SEE SHEET 2 FOR ADDITICNAL NOTES & MATERIALS SHEET 1 OF
R FIRE HYDRANT ASSEMBLY C - DOUBLE Z)
CHECK DETECTOR J
O VERTICAL CURB WATER SERVICE CONNECTION
(� S �' CONCRETE BLOCKING - 1-1/2 INCH AND LARGER � BACIrCFLOV�f PREVENTION ASSY.
(j REV} �4a�• n:rTC,.�_1 hPPRQVAL 4ATF APPR yE,} �
DETAIL M/45/2017, I IS-V. OB 05 2013 q ;� ear REVISION PATE SCALE DJSTRICT APPR6VAL DATE a.PPROvED
5' � rLf N.ukw REVISION DATE SCALE D15�fCT APPIs�OVA'_ DATE APPkiUVED ,�4 MAY 17, 2011. N'M K. V. JUNE 02, 2011
F. nFTAILS SDQSCRK WATER VY-5 DWG. ACT, -,r} JA MAY 17, 3D1I 1VT5 K.V. JiJIIE 0$, 2011 Sk`I �� FILE NILIaE
- - $ #L RLE NAME M:\SOOS CREEK W&S` DESIGN STA.NOARDS\WTR E)TLS\W-25A DWG. NOT. A
REVISION DATE SHALL J�15TRICT APPROVAL DATE APPROVED hb: SOD$ CREEK iN&S DESE+:,N STAIJI]ARps wTJx {3TL5 - D D NO, VY- lJ
icy MAY 17, all INS K. V. JUNE Q2, 201 t
� FILE NAM
hr: \SOUS CREEK W&S\1DESIGN STANDARDS\WTR 0-rLS\W-1 DWG- NO,
-1
co
NTS (�
Double C heck Detector Baclilow Prevention AssembAJ 4 c0
NTS NTS NTS ✓ O
J Thrust Bloc ' S■ ' Table Fire Hydrant Assseab Vertical Curb 2 Water Service C onnection 1-1/2 Inch and larger 3
� � Y lY o
00
METER 190x u0 •
METER 13OX LID
ANGLE DALE ANGLMETER BOX (TYP)
VALVE VALVE
BALL
L �
' r F
q
CENTER
LIFT POCKET SEE NOTE 1 1z'
� SEE PIPE RECESSED 4
SLEEVE DETAIL SURGRAIDE
STANDARD}
CONC. B1.OGKIIdGI 6" {f �! 4 6 \ l t3 SCREW N.C.TV � SOCKET
j —
j-� FLANGES
+ , I � CAST IRON RING & LOCKING
MIN. 959"e COMPACTO€M
PIT RUN 3" MINUS COVER, "OI.wIfillir FOUNDARY Ik 24" MIN.
--- _ �- CRUSHED JOCK COMPANY" NO, M-1025 w/ �;Q y� li% 2_ RAISED
l 5/8"-1 112" H-20 RATING MARKED PADS
"SEWF R"
LOCKING IZ"
17 _ HI- ADL WING NUT
� _- � PLASTIC
,2 11 —VEIN BOX SHALL 2L NATIVE MATERIAL IF III CL. TIC
1p r 14 STANDARD WATER APPROYED BY DIST7JGT PIT RUN 3" MINUS
ram... �
BRASS PIPE + AND RIGHT-or-wAY 90% COMPACTION CRUSHED ROCK COiVCRETE PAD, 24"x24%8" FLOW —
o A 15 DIETER W- PER AGENCY CONSTRUCTION OR INSTALL IN PAVEMEN F
DETAIL W-17, INSTAL REPRESENTATIVE 5fJ5"-I 1/2" � R'� SLOPE AWAY w/ 9+�USFI F1lJ15H $�
I LOCKING CAP OR PLUG
THE
LEAVAULT SIDE WITH 4 _ BALL VALVE {2' BEYOND METER BOX (TYP)
1 PLAN �"-1z�-� Tf-IE LEAST COJVFLfCTS. }
FINISH GRADE
I 1'- SEE NOTE 2 METER BOX)
fig" MIN. 90 COMPACTION PLAN "x8" LOCKING CLEJANOUT ELEVATION END VIEW
` F . P.Lp - -
• , ° '_ � SAND -SOIL ENGINEER APPROVAL
COMPACTION TEST REQUIRED
PEA GRAVEL CAST IRON DING do LOCKINIC
WATERT5/8" MINUS CRUSHED CDVER, "OLYMPIC FOUNDARY GONCRETL
SEALED go,
go, PVC COMPANY" NO. M-1025 (OR INSTALL PIN PA-rEME T)
NOTE 1: GENERAL NOTES:
�i"
1-112" METER = 13"
REND 5 I 2" MLTEI� - 15�<.� � 'JSB7B-12B-31-6C
FORD CLISTOM SETTER 1-1J2". �
► FORD CUSTOM SETTER 2 : #VBB77-128-11-77-1525
k �'." ELECTRICAL 6} MIN.
PVC CONDUIT
NOTE Z.
,. 64 E 17 COMPRESSION RACK JOINT -METERS TO HE SUPPLIED AND SET BY THE DISTRICT,
8 � f �
2`-4" ROCK OR FOR 1-1/2" DIA. USE FOND ABOVE REFERENCED PART NUMBERS REFER TO ITEMS
SOIL5 ENGINEERING 90% COMPACTION f OTHER MATERIAL � MANUFACTURED BY FORD METER BOX CO, INC. THESE OR
DETAIL NEEDED � � LISTED A80VE �" [BOTTOM
OF MAX. FRAME MUSTABOVBE DR8LouAL{PACK END I.P.S.) EQUIVALENT FITTINGS TO 9E USED.
— — T TOP 4F CO. RISER FOR 2' DIA. USE FORD METER SETTER TO BE APPROVED BY 7HE OISTRICT PRIOR
TYPE NIICCLWCOMPRESSION
GONG 1 12' MIN 1Ei D7 {PACK END I.P.S.} TO J3ACKFkLL.
SEE PIPE DRR EQUAL
SLEEVE A
BLOCKING D1`7AJL NOTES: 6' RISER 10' PVC PIFE NOTE 3: METER BOXES TO BE SUPPLIED BY DEVELOPER OR
F q
r. ► a � CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY
METER B{i}(E5 SHALL E31: INSTALLED M1f)-STATES PLASTIC, INC. METER eox COMPANY-
1_ BEDDINNG-[ N R€GHT OF WAY, DRIVEWAY TRFENCH WDTiHS 6" 45' BEND AS FOLLOWS:
SADDLE SUE PIPE PARKING LOTS, PAVED AREAS, AND NON- NOMINAL MINIEvI11M #ylllylMUM 2-WGPE METER 130x 84TTOh�S
(GRI LE L 026 SUPPORT -7 PAVED AREAS-
PiPE MAXIMUM 6" WYE NO, 13CF175012H STACKED
(GRIr+kNELL �26� DIAMETER EARTH I�L3C1C UPON EACH LSTHER
pR EOUIV } ELEVATION 2- BEDDING FOR RIGID PIPE-NATJVE MATERIAL
UNLESS JUDGED UNSUITABLE BY THE 2 18 24 36 - � BUG, UNLESS
3 TJ� 24
PIPE SLLCVE DISTRICT AND RIGHT-OF-WAY AGENCY 36
BT11LIiEI111SE NaTEC 1-HI]PE METER SOX L16 NO.
BCF1734.
LEAD do OAKUV OR CONSTRUCTION REPRESENTATIVE. 4 TJ3 24 36 �
EPDXY SEALANT
6 21 24 36
3. TRENCH BACKFILL, BEDDING AND. MATERIAL a 24 24 36 ❑ 1-1 / & "METER SETTERS
- PIPE TO CONFORM TO RIGHT-DF-WAY AGENCY 12 28 2J3 4a ELEVATION
•-d CEMENT DRY PALM 'SPECIFICATIONS AND DISTRICT STANDARDS.
(IN INCHES} ALTERNATE NO. 1 )
' �
PIPE SLEEVE DETAIL CR RE►siorm GATE SCALE 015TTRI�T APPROVAL GATE k.PPROVFD
FILE NAME
CLEAN OUT , MAY 17. 2011 NTS �.v. JUNE 02. 2011
SEE SHEET 2 FOR ADDITIONAL NOTES & MATERIALS SHEET 1 OFL,U
❑ cry _ (SIDE SEINER STUB) M.\Soon CREEK W&S`1DESIGN STANDARDS�wTR OTLS\W-21 DWG- W-21
'
$ TYPICAL TRENCH DETAIL �
,TEAM AA !;r"L:. �iSIRICT A7�n NTS
�qS CRc 3I}a 411 AND 61T } NAME FEB. 21. 17 NTS O':r.. R V un:_ aaf:FE9 21. 2017 II 11 Uzi
R: `LOAD\DF 1 AI,\AUTOC AD\ soI35Gl'tI[ rS-t wo;\� 3O �G. No. S-30 1- 1/2 & 2 Meter Setters �/
METERS orb REV1.510N OATS SCALE 41STRkCT APPROVAL OATS AP990VEp
IF;♦?'I1 NTS�� MAY i7, 2TS K,v. DUNE 42. 2011
4 REV15" DATE SCALE DISTRICT APPROVAL DA-M APPROVED S jL FILE NAME V
MAY 17. 2011 1 NTS K,V. JUNE 02. 70i t MA \SODS CREEK W&S` \DESIGN STANDARDS\WTR OTLS\W-33 DWG. NO. -33 R 4110 2 6 �
FILE NAME ❑WG. NO.-213A
M:\S00S CREEK W&S\DESIGN STANDARJDS\WI'TR 1}TL5\W-26A
IN COMPLIANCE WITH CITY OF RENTON STANDARDS z
D
NTS NTS ■ NTS DEVELOPMENT ENGINEERING
311 �i�' Water Meter "tallation 5 Typical Trench Detail 6 Sani Sewer Cleanout 7
MSipp o 07/08/2020 �
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U
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FF SURVEYED: SCALE: DATE: �_
0 0V, AS-11 EJG SCALE VERTICAL: NAVD 1988 FAMILY FIRST 6/3/2020 LL
HORIZONTAL: NAD 1983/1991 CITY OF
COMMUNITY CENTER FIELDBOOK:
DESIGNED:
Q CPS
RENTON �
- � d DRAWN: GCL CIVIL CONSTRUCTION PERMIT PAGE:
<y ONE IN DATUM DRAWING NO:
�i GT TEg a CHECKED: AT FULL SCALE C410
AJF Planning/Building/Public Works Dept. APPROVED BOOS CREEK
oA/10 No. REVISION BY DATE APPR aJF WATER AND SEWER DETAILS 26 4o Q
APPROVED: SHEEP: OF:
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)