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} 4�ECTIO � DEPARTMENT t -t /z' AND 2' WATER SERVICE DETAIL
4' ADAPTER FLx SCREWED OE EACH SIDE BREAKABLE CAST SIGN NOE CAPS.
®� CONCRETE V� 3 - Sx Y CIE EACH SIDE Eg1K TO CIRIIFL F L N UNIMPROVED RGHT-OF -WAY
rx rx r -.1 HEAD IEE. FT.
,NlE WItM MOE GIPS. FIG. ,511
DIMENSIONS B-rx 1,'-rx r -r EQUAL TO r PIPE ft: n. CAIIDpB:VKVE Box SNIWUI.D NOT REST ON PIPE 1, 1 NsrAU METER Bac AT TYPE Ll..l tI1I1TY VNLT Q F.OIIK tr TIDE tr. ASgr��-0' LOD CHECK VALVE, FL EQUAL TO LATER OOIPACTION N AREA OF VALVE BOX COULD PROPERTY LINE.
Of N 111E SY -PASS AS410.Y SMALL E 17 IT FOR L' Mm lLY M7 7A C0. A- 2EOD-E Moe LNL GUSE THE MFAKAM OF THE SERVICE.
INCLUDED AS PART OF THE DEIECION U t/r FOR r ASSEMBLY
-G" DMS VALVE AT wITDM ..
L� DCUN CHECK VALVE ASIDIY. t _ r ALL EPWIL Yd LONG T (TIP•) = x -w.: '". _ °:,t : "1
10' MN.
-10- 10'. r CR r Ft�l P • - + rr & p �gg�lLY 'f:s%'!'s _ 14' MAX.
PPE VFML CCIL1R lr - 1- r IV MML �D• END UC
Q O � FROY PF. i T ,r ALtE]lLW'x r REDUCING
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0 1— tr ALL ARGUING - I BY PASS Nor NEEDED MIN
r- DEADMAN BLOCK ry _ FOR IRRIGATION! METERS
LL i mHCREIE mama . ,r r r FE x NJ ADAPTOR
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L m ALL DETECTOR DOME CNEFA VALVE TOFF VALVES
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L<J V) AND T ST COC IL ANDTT BONED s,NTOFF VALVE'S ELAM AtE'1lLY {il TEE• R
(n H AND REST COGS AND APPW0IE3) OI06S•- COIECDW 5 E 70 CRUSHED
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y z K DOUBLE DECK VALVE t r 1x.r r (MIPT x lWT)
W Z tD; r OR r RANGED COUPLING AD 0ucum Co. OR Ecum) t r WR d r
_ (A EQUAL TD ROYAL a r Aw x r r� aYrr r rrr r, pTPTi L r rP x r,s.Ipr r ft ..&d r 4fT1
1r. r, at r DUCTILE NON OA26 AS NIPPLE PIPE, CAST IRON OR
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Z Z r �xw �rrr, • ar nAr O1S. tti wr s --w a r Ts .r. �`Ax War r� WATERMNN. FOR SERNCE FROM EXISTING
TLi.I a 1.. .x.. r.l. M.x.. r ti rr I.I+xr r a.+r. tw �+.
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N Q V) Q 1 L 4' AND LAMER ENDS AND IEEE TO E CAST S ..r r. a ra ®.Y,1x• e' OPr x m k � L z .� 1- yr- �rs�Pi� ( n
J U tr FOR tr ASSEMBLY ImNI molt LHD a rr Ira w r.r rr : r.1 -t/si ix�
17 i/r FOR r ASSEMBLY -r a r OED ...w.r1.1 F.+ csN-r ar .PR• i , .! s fin. i•fr. Ar C`-s ar �t a TEwuOR E70S7DIG YAMS
O LL1 7S. t/r FOR r AiOaY. 5 TEIPauRY SUPPORT SIYLL E FRONDED UsmN 7. r r % . 1.MA 1. N. L 1•- r r wrYeAF
YALVES AT THE TIME OF INSTALLATION TO ODFI R L r PrT.•Ir1 M rr h�/ LM-n r fie. T r
2 z THE PPE N VAULT OPIDPm AM COMPLETE
() ld l � Y � DDCY ASSEMBLY a r o.r.r1. r F.d tPM 77-1211 : 17-VW « r R..r xrP�
Y -r INSTALLATION ATION REMOVE INE TEMPORARY ARY SUPPORT PPORT L + E srt rr r
Pr. r.r- r wxA..aA'°rLrr.• r/.�r +P -r.cr ar.r- .rLrws
AM INSTALL CONCRETE SUPPORT PAD OR 6' BSANDPIPE •/L B -1 /a NOZZiK ePr r r. +�t+w ENS+ P.f.+�+sF
Z ADAAfANE PPE SUPPORT. 1 -1/8 ✓k 8' WATER SERVICE DETAIL
l NSIALL OALVAMIM LADDER FOR ACMSIL CROSS CONNli.TIDN/HaCY)EI,O>A RL OW A. s.Ar r Lrr,PSr r rr. r .r S.Mr IV —b�l- IL RV, Orr WP-NS r 4 xwr r rM&+ r .Ir a W by r,.r.. LOCATED IN PLANTDIG STRIP
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BY -PAS DLYA MAT E TOD BAIWAC1OELY PROTECTION Pte
BETWEEN CURB Y SIDEWALK
L
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S DAYLIGHT OR STORM - lA�l 70 CITY OF WENTON WAIDR UTILITY EMONORWO Cr or Ii1rQ ,p CRY OP UEWOM
DRAM SYSTEM MIN DEPT. PRIOR TO AC IVADON OF NEW U!C 4 '
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~ FINE HYDRANT SHALL BE COREY-TYPE EQUAL 10 IOWA F -3710
V g O COMPRESSION TEPEES NIA 70r ME M : N I ,r TO 20' EHND BACK of CURB ` �L
INLET MUELLER LOOS OR Ir BEHIND BACKS OF SIDEWALK
S-1 4' YAN YKVE OPEIiN¢ ll� 2-T HOOSEEgCCABOTtB�LEECTIONS iNAT IS ADJACENT TO CUM 7ypE r __ ��r �y rr^ LEA NA x ESTOR
THREADS ACTMIEDAVITA T4 sr SfEE77. Gii. EQUAL p10 OLnPIC FOU! Rr COL STANDARD B' TOP°9ECIION wiN a a�r . �: � � ".. •
•C , -1/4 PENTAJOI aPERarD NUS. FBE MYDRANT To BE REGULAR sECnDN to FIN: V vE NBFr Ex,ENBIDFI CAP a2 -1/2
�I c PANTED WITH 700 COATS OF PAINT. PV93MAVW AB it ,NEE D,16 BR PALE BoBB . t r r..rrA a< -'� r Nr,r. w- �, - - 7•+e r L
0 PAWN NCR 43-sss sAET:rr YELLOW oR APPROVED SEMINAL MAX�4�j a r - N.rx.RyarTr.RTTrASy- iT!>!.*�.b_ -
AaR1Y WIN 1 RAISED PAVEYEINT YORKER TYPE M AS
L1i°yi"t�.. iiA.wr
5: PUMPER CONNECTION TO FACE ROADWAY Y. 1 _4y..
FIRE HYDRANT EXTENSION TO BE I= F R; XIM SiINSOiTE 7010-WAY YJi.
S L a IWaArr-Wrw - r,Arrsr7lriAN "•
_ 4r YW CON2ElE BLOCKING MER
ISt rrr rrs Q -Orr xrr r wr f0
BURY E CONC ETE BLDOOD r mar .1rPEi r r �E
-r— CAST NON BEE WITH r FLANGE SIDE WTIiL - Nrrrr AFL r r-r y: .rwt TEE 4' BEi:u
'Y1}L aai t+i x EANN
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S DUCTILE NON PIPE. CLASS 32 CEMENT LENSED, IENGIH TO FIT TWO 3/4' ■w.Nr r,r.r
p � � STI31. lE RODS SEE SID OFFAL Fit >E RODC
1 Y ,r x r x 4' MNaLM IDOL THE — ,;y
UNDER NAT '1/3 cu m WASHED DRAW Roar (a' ID s/E�MAN RADI S FIRE HYDRANT ASSEMBLY L INAM&ISM MY—
LEVEL L t I IB .arIw L.TIM&(A r -
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x TAU z
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a rrs. ln,r r tsr rr W- 4 0r A
tr-a R4P. NDtE: FOR CONVEX YER7ICAL BADS BLOCKING
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o CONCRETE BLOCXDIG SIZING PROCEDURE
EEtt a .m r r .- rNrr. r r rr+ N.A
S o < HYDRANT LOCATION W CUT CV2 FILL ADOPTS L i1WS r Orr r ADOPTED
3( \ Li Orr o amB - L,IL7'L$ �PgR;r �7 -r � aw a %II$' - —m# aw v twlatR VIANDAND PLANS
RIAXIMIND PLUM h Q~Q OCY T UP DAZE IV" W DN$ 72/33
l O S S COV DT 12/11S 8
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ll�1 ��9 CHECKED FOR COMPLIANCE
12=10 98138 -01 TO CITY STANDARDS
Date
BUSH, ROED & HITCHINGS, INC. Date
CIVIL ENGINEERS 4S. LAND SURVEYORS Date
2000 MINOR AN:. EAST (200) 323 -4144
40 60 RQ � FAX# O0U®u- BR3H3 IN- C7�1 MN® ®H B AIL: .CaM
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AS BUILT CERTIFICATION:
7() 1 HEREBY CERTIFY THAT THE HORIZONTAL LOCATION
PROPOSED BUILDING OF THE SURFACE WATER LINE STRUCTURES SHOWN
�15� 7-7 4 HEREON ARE THE RESULT OF A SURVEY PERFORMED ,ti BY ME OR UNDER MY �Dl�RECTIO
F.F.=364.00
UTILITY E
POWEI i
BRYAN L. "MPBEi P
DROP L. No. 34135
SAJ
NOTE: PRESSURE
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WATER SERVICE. REFER TO CITY DATE
cy t' r VALVE REQUIRED FOR DOMESTIC
., . (. OF RENTON SM. DETAIL i
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THE ABOVE CERTIFICATE IS BASED UPON WORK
u S PREPARED IN ACCORDANCE WITH GENERALLY ''' ' Td _ '( / / / ACCEPTED PROFESSIONAL SURVEY PRACTICE.
WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED
-CLEANOUT C</ OR IMPLIED.
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CURB. & SIDEWALK TE ON PRIVATE
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STA 0+44.82, OFFSET 11.76 L NE 1 2 T CTfk CHNIL EL 34111 S'
A�> LIGHTS (TY?)
WET TAP EXIST. 1W C.I. MAIN
1-10'X6' TAPPING TEE (i CHECKED FOR COMPLIANCE
SET IBM NWLY BASE BOLT FRAFFIC TO 'CITY STANDARDS
1-6- GATE VALVE (Fi IG L 0 . 1 367.66 ✓ —01
1-10" NIPPLE S .49'25, 11.7 L 98138
I Date
1-CONC. BLOCK WET TAP EXIST. 10' C.I. MAIN 1-1-1/2' DOMESTIC EAT SAWCUT LINE
1-FIRE HYDRANT ASS*Y. 1-10'X8'TAPPING TEE (MJxFL WATER SERVICE ME REPLACE ASPHALT. TRAFFIC BUSH, ROED HITCHINGS, INC. Date
PER RENTON SM. 1-10' NIPPLE PER RENTON SM. CURB, & SIDEWALK CIVIL:ENGWEERS k LAND SURVEYORS Date
DETAIL BR24 4LF-10* 1-8- GATE VALVE (FLxMJ) PLAN BR42 PER CITY OF RENTON 2009 MINOR AME EAST (205) 323-4144
Wro jl SEE SHT. C7 OF 10. D.I.P. SHEET 7 10. STANDAR S TYP ). SCANNED JUL 2 7 2001 FAX
BRH E_MAJU
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