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VALVE BOX SHOULD NOT (ZEST ON t0
DE "AV
PIP AWR CONPm-moll IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE Or THE SERVICE
JIM_7 ........,,
q -0 z
`wt 18
CITY Cn1v..sC
I"Pluc PIPI"a
•� s
a Z3
r ty I:NIMPRO'viiU r
SLIGHT -OF- -WAY P45TALL. METER C
84X AT PROPERTY LINE WITH W
m 12" LCI9C COPPER TAILPILEX
c e-
3
1A =N 1
12" MAX l
x
- - LEAVE EXPOSED
---
BY PASS NOT ALIA)WED
FOR !RMCIATION METERS
L1 ( 4 t `-- CRUSHED ROCK BASE
Q 1 I a I TO SUPPORT VAULT
A -' ` C•R'- Lt.1 -5/5' 1!A. FIUL?:
FOR TOUCHREAD DEVICE COUP -JO1N7 r
:- Goupurac x Mlf'T' CASs IliON OR %LCTIL£ IRON wATERMAIrt
^_ 2-"1/2" WIN PROM NEAREST
AND FRGNT EDGE 0- PIT LID
NOTE
THE CEC41ER OF THE i14LE MUST BE AT 1,1-.AST 1' M-01.4 N_
- TYPICAL R18 UNDERNEATH RIDS Ur_SS THE 7113 SPACING ALLOWS
THE NUT TO T1GHIE-N AGAINST THE 'OPEN SIOF OF
lJORE THAN ONE RiD
RF1'V+T''FN : rgg- H sn wr,.vK topped � ". or, E_...G._.
i kappa tile. an :low water ma:r. 2" Eapptd Eee an new voter sin
? 4 +aeg X 2' brss nipple with threaded ends 2 4" long X 2" brosa nlgpke with threaded ends (MiPT)
3 2" re ^,il,_nt seat gate vvkvc with lhrccdcd ,Sias, aqudre aperuting nut. 3 2- resillent seat gate valve with threaded ends. seuare cparating rut. and
and uolve, nut extension it required (dwg 3R4G /Pogo 8090) vove nut extenStan if required (awv eFi4e /page 6050)
4 Two piece cast Iron valve bor Standord 8" top secPian with regttar 4 Two piri cost iron valve box Standard 11" lop section web: rygninr bolni
uaso sccticn ien�th is nt -Ivy" type raver ,�, brap. baarnrg (MIPT x ration :englh I. frt. "lug" type Cover
FiPT) 5 2" X 1 -1 /2- hex +Jfa7s bushing (MiR- x FIP'r) 2 each 1-1/2" brass or
5 2 each 2" brass or brerze nip;.les G" length. Of. dvd Inds 2 each arenze rdppiaa G' length. threaded on- 2 each i -1 Ji' -9p' bt455 W
2' -90" brass or bronze elbaws (FIPI x FI ?r)• hronre abgws (FIPT x F1PTJ
6 1' (M:PT) x ccm9rc3zio, fitting. Fatd C84 ----O or equal 5 1 -1 /2" 1MlI'TJ x compression littiaq. Ford C84• -66 or equal
7 2' sdl Capps; tub "ng type K or hrars nlPPEes (MIPT x MIPT). lenglb to 7 1-1/2" ..ft rnprer lubk,g ty,>r K or brass n:pp!gs (iAPT x MI ?1'). I-9 ;h
Rt" In tit
B 2 threaded grass 9'S' d' B. 1 -I /2' threaded bras,. 50' e't V Fnrd 1 -44 -77 or equal.
a 1 - -1 2 Customsetter with by -cuss Ford: VB11 SG ^t213- 11-�6G
). McO
). 2" oridldnsett: wilt. by -Piss Ford: .,at , B-1427-2', will' (x 1T•3Jin" %
orotd Eresc: 3O67t5wOrr 775 Cr v1cCl:er $- 1427 -2', with flanged (x 1J•- 3/16 "). MaDoaaEd firers: 3G9612LYJFF665 er Mueller 3- 74271 1/2 ".
angle bull valve Vnd paeluck wing9 or, !rAak• o!:d angle chcak valve cutlet. ,;ue ticngsd a qrz boa valve and pvdiock wings on Wei, and angle checs,
troll vol%c an bypos:; with padlock w:rrju Cnsiamsrtke:r :hull hove verk$.ol vo've x;tlet, ball valve ar! bypass with padlock wings Custamsetter shgh
inlet and nuftet hcvc vcrti.-ci kdct and uAlct.
ttk) A19A rooter ,preodar to he supaiierJ and k,stoped in meter setter by 10 R :g "d meiar s-preedcr to b^_ mupplrgd and 'ns :ofied -n meter - aitfr'by
eartrackor contractor
17 Wet., meter h'hwl b" sgpalled end ip t,111ad by IkY at Re�tcn •JPcn 11. Wptgr meter she€! be supplied pnd installed by City of Rnn Inn uprvn
payr^anl 01 .11 rdolcd water nickel fcc oral SakiSfectory pres5grc and payment of all related water meter fee crsd sat;afaclery oressuro and
p1,011 y tests purity far'!. WK30" PkiStl- meter baz eq'e ll to Mid - States, Ps(isRc.. Inc
12. t7 x30' Pjastic molar bag equal to Mid - Stales Plcnucs. Inc RCr 6CF Serier.
Series MSBCF 1760 -'16 wis•t 2" thick Diable iron daman, plate cover 12 tdSDCF 1730• -.S8 wi.h -.2" thick RaGtiie sae, demand pinto cover iB "x31°
18'x31` vqb. ^I to Mid- Stut"a a :ounce I- MSC?: - 1730 -R wR-. T� -5/8" equal tp Mid- Slates plastics. Inc ttS. ^.RC.. -f 73t?...fk with 1...5JR° rlra:nd
drilled hula for togctueuc p4 lid, and meter read 1ld, hole far teuchread pit lid
13 2" eaupgrig (eprnpressiac x FIFT) with T•" plug (MIPT), Fwd C -14 -6f 15,: = -3/2" coupling (comprec�,on x S'i ?i) with 1 -t /2' slug :fAtPT }. Fwd
or equal. The property owner €, rc;;lan >ihtg ter any nr:aes.orp C•- 14-•66 or equal The propca•ly owner is resperslblu For any necessary
ndaptplion or nxlension of voter .ery :.o o0gSLotial or axlensign or w,;(er wry :ce
NOTE:
ALL METER BOXES INSTAI"LED IN CONCRETE OR PAVED
DR!VLWAYS 514ALL fir. CAST -IRCN F.OUAI, TO 6U NP!C
FOLNDARY
EXf nY551D.Y JtNNTS MUST 8E INSTALLED 12 MIPAMUM OAF BOTH
SIDES OF METER BOX
1 -f. /2g 2a 2" DOMESTIC AND IRRIGATION
WATER SIT RViCE DETAIL
LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEW.ALK
Y cJ AiTnl'TED
CITY OF RENTION
+j� +
,,�^•�: STANDARD PLANS
IS" DATM 04/04
DWG. NAME: 1310-1-1 SP PAGE: 6107,1
OP7110NAC
DRIVEWAY
(NY t31HLHS)
CEMENT CONCRETE
CURB & GUTTER
(SE. NOOK 3)
CEMENT CONCRETE
PEDESTMAAN CURr3 (TYP) RAMP MATH 12HAV
SLOPE {TYP }
CEMENT DEPRESSED
CONCRLIE CURF & GUTTER
SIDEWALK dy `SEE NOTE 3)
9p' `
TYPE t r.. €SCMC :RG 1ri -LW
SIJEE
DRIVEWAY
(By 0T1iEiRS) --
"- �CEh,4 CO'dC
CUft13 & GUTTER
--- � � (SEE NOTE 3)
DRIVEWAY ENTRANCE
/ Sir) .I t",PE (TYP }
f � ti
CEMENF CONCRETE DEPRESSED
SIDEWALK � °- CURB & GUTTER
I (SEE- N0TF 3)
iYPC 2 - la?Av1WTf;IC Al
SEE SHEET r:_
NOTES:
I. ',Milan the drivew•uy width exceeds 15 reel. construct o RA
depth expansion joint {Gee Standard Pion F - 3} with .r £ Joint
filler along the driveway centerline
2 Construct expansion joints parallel with the centerl'ne as
required of 15 maximurn spacing when driveway widths exceed
30' See Std. Pion F -3 for sidewalk derails
3 Curb and gutter s'1own, see the Contract Plans `Or the
cork df ,1 . specif :t?d Sce Sid Plan F -1 for curb details
A. Avoid p'ocirlg dcoirioge structures, jurtclion hexes or other
abstruc' &ps in iron, of dri•n way entrances
5 01en driveway approaches are constructed in a commercial zone.
the concrete driveway entrance Shall be thickened from G inches
to 10 inches This includes eoncret0 approach Tp-,s 1 -4,
skinwniks rnnNirurier, hi- hints. lif drivawny r.:rlrrm rmr' rho rurh nroi
:Juiter assai'.ioterd wi h each drtVeway approach
CI?hlli!,NT CONCRETE DRIVEWAY ENTRANCE
i3EDMNC CLASS QESIGrd
TYPES 1, 2,3,&4
GLASS A
Sheet. I OF 6
Y
ADOPTED
CITY CIF RENTON
* is
STANDARD PUNS
.SOU'
EsT RAT& 04 /04
D'd'T3 NAME: FOCIA SP PACE: F 004
SACKF'ILL }MATERIAL
(SEE NOTE 5) --
CGNCRETE CLASS C
(SEE NOTE 8) -
FOUNDATION LFWJ,
BACKFILL MATERIAL
('SEE NOTE 5) •
BEDDING MATERiAL
FOR RIGID PIPE,
(SEE NOTE S) - -
r0Ufdt)ATi0N L;EVCL
BED -DING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) "---
FOUNDATION '_EVEL
w (Su_ wu iii: d) --J f- LIMITS OF PIPE 7 0NE
. Jam_ f
(CLASS A tOI�SIGN)
.W (SEE NOTE ?) -ice LIMITS OF PIPE ZONE
(CLASS 0, C. D. DESIGN)
BEDDING FOR RIGID PIPE
H- th, (S NOTE A} ^i LIMITS 0. PIPE ZOVE
{CLASS F DESIGN}
BEDDING FOR FLEXIBLE I- PC
NOTE
1 PROWDE UNIFORM SUPPORT UNDER OARREL
2 HA:4D TAIJP UNDER HAUNCHE5
3, COMPACT DEDO!NG MATERIAL TO 95% MAX DENSITY EXCEPT O!RECTLY
01,C11 PIPE HAND TAMP 01+11
4, slat: - «XCAVARVN AND Pr.PARAVON OF °RLNGH IN DIE 51, -- ARY
SEWERS SECitom o't Tw srAkAR0 5PECIFECTATIUNS =0R tReHCH V61DYK
"W" AND TRIZNCHINC C'T10i•.15, THE PIPS. Z01C WILL GC THC ACTUAL
TRENCH %V41. EXCEPT FOR CLASS A BEDDING tr.E GMMUM CONCRETE
MOTH SHALL BE 1-1/2 /2 ICI A 18"
5. TRENCH BACKFILL SHALL CONFORM TO "HAGKFitUNU SEWER TRE.'.CHES'
IN TrtE SAN'TARY 3cVtERS SECTION OF THE STANDARD SPEgFiCATIONS.
EXCEPT THAT Rncvs OR tUthwS.LARGLR THAN t" PER Fom OF PIPE
41AM -:1TR SHALL Nor sk USF:I1 IN 114F HAP..I(FII t MATFRIAI,
5. SEE ' PF ^,DING MATERIAL FOR RIGID PIPE' F14 THE AGGREGATES SECTkpN
OF THE STANDARD 5PEC ICATIIOkS FOP. THE MATV.11AL 5F•ECIFIGATIKTN
7. SEE '9E' -DOINC VATEAIAL FOR 94EXI%,k PIPE" IN THE ACCRLCATES
SECTION CF STANDARD SPECIFICATION --OR 1510 MATERIAL SPCCIFiCA10"S
$ PIPE MUbT GE ANCHORED N7 SIICII A MANNER AS TO U.SURC FLOV;
LINE IS MAZRIAINED
CONSULTING ENGINEERS LLC
33915 1 st Way South #2001 G I 1091 I
Federal Way, WA 98003
SMELL WAY ( .415 -6113
Bp7HE1L 4 418-6144
www.esmcivil.com ,na S0e °�` -2808
Civil Engineering I Land Surveying I Land Planning NO.
Public Works Project Management Landeicope Architecture
PIFat!: fit' :I)IJiNU
i3EDMNC CLASS QESIGrd
FNMEYSION
GLASS A
CLASS B I
CLASS C
CLASS 0
CLASS F
fi MIN
CJ71lG. rdChKE: B077 SP PAGE: 8077
:1i • 6
1ST AAT15t QhfC4'
DWG NAME;
A
1/4 lie.
6 I'AIN
6 UIN
ZERO
s• MIN
12 MAX
g
1/4 00
1/2 O.�
1/+3 0E'
ZERO
0..0
C
3/4 OD
112 OD.
1/a O.D
I Lt.D
PIFat!: fit' :I)IJiNU
POn uANYI -AltY EUW136
A' f
ADOPTED
v
Cr1Y OF RSti'i'ON
e
,."
STANDARD PLANS
1ST DATE! 41/05
CJ71lG. rdChKE: B077 SP PAGE: 8077
BID IT£fA (INCLUDES SIDEWALK PAWS)
U -O a VARIES 14 HIN. (SEE CONTRACT} 6-•0'
_.._._--- .. - - - - -- _..__.._...__...__ ...�.. �_._.__....
CONCRETE
_ PEDESTRIAN CURS 17YP.)
3 /$' EXPANSION MINT SPECIFIED IN C0^ITRAv^Tt
(Tw) {SEE STD PLAN
(SEE STD. PLAN = -s ) .
CEMENT GO`dCREIE .4'ICEWALK
F
r� RAW' WITH 12H:tV\ SEE NOTE I -'•" rte•• CEMENT CONCRF_TE
5I.OPF.. (TYP] 1 B CURB t,: fk1TTF.R -11
FLAN YEW \ (SFr NOTS 3)
PLAN VIEW
i,E,L+EC?7_Cr?NCfTE1 EwRB !yt51x'C.�t�'TSr- +!- a�E?Yi?�1
'TOT TO SCALE
VARIES -v +4 M:N.
RAMP (See CONTRACT) RAMP 1
CEMENT CONCRETE PEOESTRIAN i
ICU118 VY,
-
�•� CEMENT CONCP.ER: - - - - -- 3f6" XPANMON JOIN (T YP )
iIDEWR!.K 1nr= sits °LAN r-,)
SwC744N ���
i..
b'...yr°
VA.R4cS
w
3/8" L"XPANSIOfi JOINT
(TYP ) (SEE STD PLAN F -3) },
OR� 1'�WAY SEGTtON r $ )
{BY OTHIERS) i
REVISION
OEPRE5SED
r 1T0 k and : •
.O .. T"T.R
NOTE
_C 3J
{ C t'
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1. 2, 3, & 4
Shect 3 OF D
ADOPTED
CITY O";' RENTON
`
STANDAIM PLANS
:1i • 6
1ST AAT15t QhfC4'
DWG NAME;
F004-2 SP PAGE: F004 Z
EXISTIFIG ASPHALT
- - -- PAVEMENT
i
ARTERIAL STTRFET MIN3&241
3" CLASS "B" A C. L�
4" A T B
6' CRUSHED ROCK
RESIDENTIAL STREET MiNiMll- t
4" CLASS 13" A C ;
R" CRt.ISHED ROCK
. nSr N'_W CURB
NOTas:
PA IST "WATCH EXISTING THICKNESS IF GREA':ER
OR 1 0' BEYOND EDGE OF DAMIAGED PAVE #SENT
CU R13 Rc GU'J° rER REPLACEMENT DETAIL
�1 Z
+:
OAl1r)V 0 3OF 1 RENTON
STANDARD TON
aTAvDAID 'LANs
C
L4T DATE: 94/04
GING. NAUC: F00a SP PAGE: F008
to 120 VOLT LLLC :!'''CAL OUTLET FOR �
HEAT TAF4' *. INSTALL HEAT -TAPF. f
>-
FC)fi * RCEZii PROTECTION CENTER 131 +rI(FLOW
_I �' PREvEtTEE< ;N
�. E,P;CI�GSURE
o l ?F.fIL!GED PRESSURE
CC I CC \ JACVFLUUJ ASsFmBLY 1 -r
CC \,` (RPEA) MIN
0
" ` INSULATED Eij{LOSui'
j N elJ
HOT BOX" OR f'--Q UAL
3 /8' X h" miCHOR BOLTS
PER IJANUFA! itiRl :F? • _- .. (' ' ...J
3 MIN.
! ua
I
UtflrON FiN
;;Ci JGi3k.TF SLAB - ( ! 5 �I
1 iv � C,i2
TJl
FINISHLA) t - ' I 2" i t
nRAIN i
I Tq I t
;EE t st :)TF n
v' MINIMUM
SLEEVE
'I 1
FREE DftA NG
I,R AYF1
CC w,ECT TO fq.-'W
''h'AIFk MF -`F.M t1 -
114MEDIATEI_ Y
ADJACENT T:)
PH A
FLOW
INS'iALLED W/ tAPP•F) ,`� f TG O'WNILPS ELECTRICAL. PANEL is Rt N.i V� V''!
MATERIAL PER UPC - -� � 3?i :C :T BURIAL OR IN RIGIFI -- IA =1'EN 'i1tTE
Sr ?E AS, RED) COr-JEHAT TAEFt ELECTRIvAI_
? R 'EN
SIDE VIEW M R
M0TE5:
'I r::_L REDUCED PI :E :57UI :i_ [:3r�C:i ;FLGtAr nS5EEt4 +Li 5 0,('F3A :ie i7 U$T B= L -ISTED (')N 1.ATE:JT LIST OF
PREVENTION ASSEh?LiE APPI. Ci - _D UF IJ JT . _ I 4 J. d
WASHINGTON
t I"-E
8f STATE ti
r
'_ 11.IF `EATEO L1.VE i ; ?p + R 'S!
LIEJT
tA5W1NGTCIt1 DEPA:TEtfl td IH�ALfi tPB :! C2 ?7
ATED TEST COCKS IHSTA.LL PLt.IGS AT NI_ TEST ('0CKS
r TFit; 0t'JtvE1 ,,fP.11PLIL:a.NT i.IJS11 00TAIN A SF.PARA, I I.,Jwa;l.•lc, FIE. R.t.IT I=OiR THE I SPECTIG!'J '41f2 iilF
IEJS'ifkLLAT'.0N OF THE RPBA THE OWNER Sl''.AI_L F'l1RNlSEI. 1(dSTALL .AID NiNN' AiN T:-EE 1 < ?(T A A' ;D I i�l'r�!Elti
APP*jRTLI,JAtJC:LS ;i!0JA7,, 01.1 THls PLAN
3. THE RPRA MUST '_fE iFtif f? BY A STAT9 C£ftT:FiLVJ f3.-^Cl<Ft.0A1 ASSEMBLY TESTER AFTER ITS, P-I :71IA1_
INSTALLATION, A "TER FEPAiPS AND ANNUALLY TIIEREAFTLR All OWNER S EXPEN SE 1HE tASSEr5B; Y :!LIST '3L
MAINTAI NED By 'fHE 1!10 EN
4 DRAIN SHALL BE S °ZED IN C :nt ?Ile,eICE WITH A'PWA SIANDr^NM'S
a-Ila t
STD. PuN - )m f
PuBLiC lt'0n5 REDUCED PRESSURE BACKPLOW
DEPARTMENT ASSEMBLY 111114 HOT BOX I JULY :40013
LJ
DRAWN:
am ONE INCH
CHECKED: AT FULL SCALE
ESM IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
19 � ®8sS 1pNAl��w`�
RECOMMENDED
FOR APPROVAL
BYX-40 DATE: ! /
BY: DATE:
BY: DATE:
DATE:
PUGE.T SOUND 9�1t -qs
BLOOD V E. NT E M PAGE: OK:
PAGE:
DRAWING N0:
UTILITY SITE AND DETAILS C1.06