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CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
=R1ACc DE:AP
CAURCN: V.l'_t'E ROX SHOULD NOT 17CST ❑N
PIPE EATER C-,161Pr.^TION AN AREA eF VALVE 8GX
COULD CAUSE -HE EREANAGE OF 171117 SERVICE h, ,
s�
r
air
nnlv+"c
PIPING
PIP110
J
s
IN VNIMPRO'VEL1
�-
�r
hiGHT-OF•-WAY V451'ALL METER.
�
ii
LOX Al PROPERTY LI;IE WITH
�
aY
12" LCNC CUPP£f+ TAILP;LCE
F ---
J"
lT' LIAy 3
id
--LEAVE ExPOSEO n
^U-
12"
RY PASS NOT Ak-OWED
FnR PRY;AMN MET:RS
U j 'V_ ' ` CRUSiiED ROCK BASE
A TO �UPPART VAUL'f
.1—' f• RF+:C- ojiG[wJ01Nr °�
—i •-- FOR tOUC!!FEAU fiEtiCE COUPLING x L411'T CAST IRON OR CLCTILE IRON WATERMAfN
2--'/2" MN -RC.M NEAREST
AND FRONT EOCf OF PI: LID
{ --_ —#-
'
NOTE,
t `-NpiC'^'L B
TF-E CENICR Of TI.1 TOLE MUST BF AT I.f'AST I' FROIA
UNDERNEATA RIBS U'4'ESS TIE Rie SPACING AUCWS
'
THE NU" TO T'GHIZN AGAINST -W OFEN VIF OF
j
HORIT TIIAN ONP R111
i
1 jAAr1w,•RIAj" l!�i_�.�ii..�.. N4.�{?._t,OI�ATF,Q_I?i•P?,fl-_:fdG• �??15
3!P.EL4L._Ll5=.F9�-7�2_"�:4LVLCE: LSE=EN LgCn'IcD I?J r'LAN II?<G STR =1'
_.S�.R�ni�..
S:n 1 BF-TWFK;f f:g7R k F7t .IK
3f TN��N Ci1EQ-_�S�1p�W?Lk,
' 2°teppaC tea an now woter malr.
'° 2" lapped ten on new water main
2 4_ long X 2" Was nipple with Ihr Boded en=s IMF 1)
2 4' Iona X 2" brass rlapic wllh threaded ends (Mi PT)
3 2' +e^,dfeni scot gate milve will. IklccdcdciO, square oper.0,9 ,.1-
3 2` resillent sea; cote va!ve with threaded ends. saucers eperathq rut, and
c.nd u;Jve nut extenson it re.gLAred (dwg 9R4G/Paga 3090)
vol Ve nUl extension if rcqulred (ewg ER4t /page 6090)
j 4 -we p:Bee Cost rrW1 V:14e box StenCard 8'• lap seeticn with regdor
4 Two piece cast iron Valve box Slmndard 8" lop 6ectian will. rejulor bmi-
I nose se ctlen Iengnh to W, •Wg" type CO�Q, 2 '1 0^. b0.161g (i11PT x
.-Lion : nglh is lit, "lug" type cover
FiPT)
5 2" X 1-1/2 hex '.ruts boahing (MP- x FIPi) 2 cvch 1-•-1/2" brass o-
5 2 each 2" boss or hrerze nip,,,-les G' length. ;seeded ends 2 each
arnnze nippea G' lengtr, threaded cnco 2 tech 1-1 fG -W brc".6 or
2"-UO' areas or bronze elbows (F1PT x F1?r)•
bran:r& ¢bawl (FiPT x IIPT)
(
i 5 2" (M:PT) x C ipcc3vo-, fitting. Fora C64-1�6 or equal
5 1-I/2" (MIPt] x compression Rttinq, Ford C84•-615 or equal
7 2" so11 eoppa- tub"nq type K nr brut rt;ppewr. {MiPT x MIPT). lrnglh 10
7 1-1/2" :aft rnpccr lubir,5 Iyvc I: or nre„ n.pple_. (eAPT x MIP T). 1—g;h
Fit. -
In fit
I 8 2" threaded areas 90el.'
9. 1--I/2' threodad brosz 90' elt. for Ford 1.44-77 0 equal.
1 9 2" Cusiu:nsu;ler with tyy^-PCSs Fard: V3H 86••i20-11 ••77 (x 17-•3/ic"
9 1-1/2' CuslonnsaLtar wish by -cols Ford; VLH 56--12[3-33-66
1 ). McDor-a1d Er=: 3067tGW0Pi'775 or M,: JL-, B-1427-2', witif flung"
'x 13-3/lti"). W91JIMold Bross: 1a9G125Y,]FFfi65 Cr MI.'efler 9-1427-1 1/2'.
onglt bull ",It '"=d puCluck wing; cn !diet, a':d alrg!c c'CcA volrc Cutlet.
rlih ilvng.d ungh_ bva volr. end padlock wings on in: at, and anal. caeca
unll r,Z ne byoos5 with pmllock wrn j5 fdlsinmsc:trrr shot' hrrVa vertir.ol
vo've collet, boll valve fs! bppaaa with padlock wir-gs Cuslomsetter shall
rnJet ❑nR nuflet
have vcrticcl inl,l and outlet
10 Riq'd meter ;,n eorler to be ,;upolird and &rslofled in fneter setter by
10 R:grd reeler uprgcdCr to bn onlpplle l and-nstolled -n meter ^.elter by
Tor.:rector
ankructw
11 Wnt- meter 4-huN be scP Ilcd end eat- - Rr:.-'.cn .open
11 4-+-.- --. shri' be suppiled and lolled bV Ctty of 4en1nn .,prep
poyrTeal of rdatcd vr. t, - rr Bier fcc - -= prassurc and
pot` -._._ •Cii relolea water meter fee :r-d actisfaclory orassure end
1 pl,rlly tests
p a W-70 Placllc mcl- hex eq-val to Mid-Stotes psasl{cs. Inc
12, T7"x30' P'rasUc maler box equal to tAd-Stales Plertics. Inc nCr
5(F
Series MSBCF ' )JD - I 3 Mtn 26 dames: plate cover
12 H D_..- 173C-IB wlth 2" thick Duct . Jor. dame-nd plate .-aver 18"x"il"
' 1a x31 cqu71 to mid-st --1?3a_i± wit- i-5/9"
eG rot to M'd Slnrea f1Ia tI z. Inr f=Er-1711-R with 1--5/R- 1,0 1
? drilled hue fm tuucllrcuc p•t - - .:d.
hole for tcLchread plt lid
13 2" cwp'ing (ear.press r x FIPT; ck,15 ; fJ [PT}, Ford C-14-fif
11 :-3/2" ••auplinq (comprcon.on x RPI) with 1 t/2- plug ;MIPTj. Fwd
} or equal. The property owns . rr, isle for nay nrrGos:nrp
C--14-w equdl The props ly -or is respc"rule for any neceesory
n dnptolion Lr •xlensinn of water :.... .,
adpptatkll of {+xiemiw of wCttr 5crv:ce
1 -1/2" ?r. 2" DOMESTIC AND IRRIGATION
TE
WATER SFI VTCE DETAIL
ALL METE4 BOXES 1NS"AL_ED IN L'bRCRETE C+ I'.AVft)
LnCATED IN PLAN71NG STRIP
DR,WWA1"S SNAIL D[; CAST-IRCfi COUAI. TO CI.Y+JP!C.
13ETwTs"EN CURB & SIDEWALK
FOUNDARY
G ADOPTED
EXPA;l TOY JoliTS MUST 33-, WSTALELG 12 HINIMUM Dt; BOTH
51GE5 OF 'JIFTER FOX
DRIVEWAY
ICY 011HEHS)
CEM[NT CONCRETE
PEDESMAN CUM3 (TYP )
CEMENT
CONCRE IE
SI1EWALK
• ''\�
My OF ,zFNTON
STANDARD PUNS
UTP DATP: 04/04
OWG NA1r!E:
8107-1 SP PAGE; 8107,1
CEMENT tGUTTEETE
CURB &GUTTER
(SEE NorE s)
RAMP WITH 12H:1V
SLOPE (TY�)
DEPRESSED
�- CURE & GUTTFR
;SEE NO 3)
TY�C 1 130ML T-ic V!L.W
SEE SKEET
DRIVEWAY
(By OTHERS) ��--
`'
~ ti CEhi CO'NC
CURB EENOT- 3)ER
f DRIVEWAY TRANCE
�IrY- ,[CEF((TYFI i
CEMENT CCNCRE]E DEPRESSED
i J fSFE NDT>= it
TYIP[ 2 ISOMETRIC VIEW
SLL SLIELT
NOTES
1. VJnen the driveway width exceeds la feel. CanslrJrt o R I
depth expansion joint (see Standard Plan F-3) with 3/8" lolnt
filler along the driveway senterl�ne
2 Ccnslrticl expansion joints parallel w.th the centerline 05
required at 15 maximum spacing when driveway widths exceed
30' See Sid Flan F-3 for Sidewalk derails
3 CHrh and gutter shown, see the Cortrcct Plons `or the
,;urb deslgr specif7ed Ste Sid Ilan F--1 for curb detoils
A. Avoid P=nc.ing cl,oioioge struuLures, yurtetion boxes or oche-
oUstructier-3 iniron; of driveway entr❑fices
5 V.'hen drireway aporoacttcs are constructed in a commercial zone.
the corerete driveway entrance shall be thickened from G Inches
to '0 Inches This inctuaes concrete approach TYPOS 1-4L
sifirwrllks rnrlsirurierr, tlrhinr Ihr ririv?way ry: nrrn nor, rho rurh onri
gutter' clssn,-loud with each dr>"way approach
CI;A4r,NT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet I OF 6
Y
s
ADOPTED
CITY OF REKTON
STANDARD PLANS
15 r f%ITIti LM/O4
D'0IG NAME:
1`0&' SP PACE:7004
® CONSULTING ENGINEERS L L c
1 st Way South # 00 39 5
II
Federal Way. WA 98003 ®I
FEDOW WAY BMELL (((2 676-6113
l 415-61"
www.esmcivil.co�'1'1 a DIS&1f1G 30s 762-mm"
Civil Engineering Land Surveying Land Planning �J C).
Public Works I ProJee Management I Landscape Architecture
S'ACKF'ILL MATERIAL
(SIZE NOTE 5) --
CONCRETE CLASS C
+:SEE NOTE 8) ---�
FOUNDA-PION I..FV=.1
BACKPILL HATER;AL
{SEE NOTE 5'
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) --
rnutdnATit]r1 L,^�r�L
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) --
FOIL,NDAPON _EVEL
NaTES:
1 1'10V17E S:NIPORM SUPPORT UNDER BARREL
2 HA-41) TAMP UNDER HAUNCH»:
IN (SEL NIOTL: A) - {�- LIMITS
(CA ASS A DESIGN)
VJ (SEE NOTE 4) LIMITS
1-
..
--- i-
(CLASS F3. C. €)- DESIGN)
S-E-001NG FOR RIGID PIPE
'Af /171 Nt TC A} LIUI IS
(CLASS F DESIGN)
BEDDING FOR Ft.EX113l,i" P117L
3, CCMPACT DEDOAG MATERIAL TO 95ry MAY DENSITY F-XCEPT DIRECTLY
OVER PIPE ITAND TAMP ONLY
4. SEE-''XCAVA.TIpN ANU PR"PARATON OF 'KNUI i4 Di£ SANITARY
SOWERS SECTIDN 0- 1Hr STANDARD SPFCIFICTATIONS FOR T-,TENCH WIDTrl
"W' AND TRZNCH1r4C C-T1ON6, THE PIPE =AIC WLL GC THC ACTUAL
TRENCH ADTH• EXCEPT FOR CLASS A 9EDOING t.E 1,1I141MUM CONCH-iE
'A1041 SHALL BE 1-1/2 ID - 18"
5. TRENCH 9ACKPIL: SHALL CONFORM TO RACAP LING SEWER TRENCHES
IN THE SANITARY S£W£FiS SECTION OF THE STANDARD SPECIIC47&O S-
£xCEPT THAT 4DCKS OR IDMPS I.ARGER THAN 1" PER FOO- GF P!PF
D1AIJ-:1ER S--HALL NO RE USF•ft ?N 114E RADKFIII MATFRJAt
5. SFF -NF ;DING MAT-zifAl_ FOR RIGID PIPE' !N THE AGGREGATES GECT:DN
OF THE STANDARD SPECIFICATf04S FOP, THC MATCP.IAL 5P"IFILATVNj
7 SEE BE'-TGiP]C 'JATE::IAL F;OR 11LE%IyLF: P'PE IN TWE AGGREGATES
SECTION OF STANDARD SPCCInCA7JCN %OR TIIC MATERIAL SpCCrFICAIIONS
8 rIPE MUST GE ANCHORED IN SUCH A MANNER As TO CNSURI- FLOW
LINE IS MAINTAINED
REOCING CLASS CESICN
f]iMc7:5:f7f°I
GLASS A
CLASS ElCLASS
C
CLASS D
CLASS F
A
G 11N
J/t I,
12 MAX
6 wN
6 MINJ
ZERO
ZERO
G• MIN
O.0
9
1/4 O::
1/2 a.-)
1/3 0E.
C
3/4 01)
1/2 on
1 /0 O.D
O.D
---
PIPE bliq)JINU PUP :SANITARY `SEWER
f
'r
II�
ADOPTED
CITY OF R£tr.'ON
STANDARD PLANS
T C '
I -IT DATE! DI /05
GVlG. NAME,
9077 SP PAGE:807
%ill ITE`A (INCLUDES 5!DE'NALK RAMPS)
VARIES. 4: PAIN- (S-E CONTRAC7) G-0'
— CEMEN:T C(YJCRETE
€ _ PCDESTRIAN CURS OYP.)
3/$' Fx?ANSION 1C!NT ! II (WHEN SOEO-)ED IN C04TRAv'Fi
Jj
W(P) [SCE Sm PLAN r--3) 1 ' (sEE sue. PLAPLAN I' t- CEMENT CO'JCREIc SICEWA? IS
---RAMI WITH 12110V SEE NOTE I "', rr I-L!CNT CONCRETE
;i_f,PE (TYP) {, CId:R A• CUTLER -'
PLAN YEW (SFr NO-- 1)
FLAN VIEW
CE4+E1 i �41TCRE, _Mjyrk!>Y r+TFA_a�E
'JOT TO 501-E
G--O' I VARIES +. 4 KN.
RAMP isEE rnrJ�lAcr] RAMP
CEMENT CONCRETE PEOESIRIiJ4
CUi1B
Iy
7 mi t
..
T..
177
CEMENT CONCP.ER' � � 3/8' EY.I'ANS?ON JOIN? (IYI=)
7;I0!7WA1_K r! !SF- 370 r'LAN f--)
S:C7eON { rA"t
b--U
- -� VI.RIES
�! 3/8 EXPANS?ON JOINT
IIYP } (srr_ sm FLAN r-3]
IDR 1h WAY
._ (BY '.)'HERS)
REVISION
0 PRESSED
Cis I] k PUTTR
{SEG NOTf 31
23
SECTION
B�
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, s, & 4
Shect 8 OF G
`+
ADOPTED
CITY 01' R6NTON
4l' ' 6
STANDARD PLANS
LSF AATe' 'a4/o.
DING NAME;
F004-2 SP 'AGE: F004 2
SURVEYED:
DESIGNED:
� M
DRAWN
011111111
CHECKED
BY DATE APPR APPROVED:
// EXiST!NG ASPHALT
f- PA VF MF"7 T
1
ARTERIAL STREET M;N:falU`v1
Y' CLASS "E3" A C
4" A T 13 >
6" CRUSHED ROCK J
RESIDENTIAL STREET WHIMOV.
4" CLASS "B" A C
6" CRUSHED POCK r
10'*
MIAI -
NEW CURB
8i GUTTER
CURS & CUTTER REPLACEMENT DETAIL
MUSS MATCH EXISTING TFIICI rE=`- IF UPFAIFR
fir'
ctry OF RENTCN
OP, 1 0' BEYOND ED ;'E IJF LAPAGEC) PAVEMENT
�
sTAIVD&flD PLANS
DATE
r-WG. Nr , -
SP PAGh- FC08
1" 120 VC-1-1 ELC(:FRI(:AL DU -LET FOR
FIEP.T-.AF'F_ INSTAL_ HEAT 1Wl
FO' :RLLZ PPC'IEC'TIIJI.1
LL t.I r.
c It I�LIC:FD PRESSURE / rC.L3"...5•.PJ_'?VJ f.z-,Frri3LY\
fRPEI.A,
C[ c
• I
i INSULATED LNC;LOSt
HOT BOX'• pR f.QtJ
LEN`ER;; KfLf-%Vl
PREVENTER -N
Er,G'�aSU-PC
E I~— 3 fsINJ
I , 1
3/8 X 4" ANCHOR BOLTS
�� ����jj {y 1I Ij
PER fiA1JJFltC1(JIM,P `i Fl r47 4x
!._ _..._
I
:'r)�JCi3t.TF SLAB 1 Z ` U;�,101`1 ? s - FIN
I z N ;� r'I�
UINIS iE'D c l'
;PAnr111,,;
r-- I
SEE "JOIFI It
n
o" MINIMUM 1�a� � ';L''_EVE
FP.EE DRAlITNC
f;RAVrr.l - ----J
x
CONNECT TC)
h" 1 F R ML "FR
1L1MFDIATFI Y `
AfA.:AC.EN f I':] !
2P1iA
i 1
FLOW
INSiALLID W/ IAPP CJ , ;G p',A1N1C k5 ELECTRICAL. PA
NEr_ rzo gin _ �5:
h1A1FRlr''.I_ PER UPC - _�r "w; C.1 RI:RIAI_ 07R ;N RIGILi
'S17E .AS RE ] -nIJDIni
MO ES:
'I A•_L REDIJ ;FI' -FI U f,5 '"iVl I--.- r-r'H:^. ntI r,_ T t,' i i5 fE i)ol I-ATF•S i LIST OF
PREVENTIONA55Efvi £T . PP'; -LI f r IR It STA_I_,4 IG ! IN WASHINGTON STATE" PUBLIS'iFG 9 f STATE OF
WASHIN!Glgl•L DEPAR 1-iCf•JT III _''I I'd ;PHA HHALL Wt,LUDL 2 H _III-IFN I �EATEF] V'tI.VE5 %' D = FC_'_ T
S A ED TEST COCKS IfdST lL 1 1T ALi.. 1E57 hOf_I<S
2 THE DA'dt•"EI /API_)LICA.i4T VIJS' DG7LAJM A SEP:R. :F I'J_l1A'RNO P RV;ll I -OR `I1E I•vSPECT;Ohl rflR Iiil
I{JSIA. LA'f ON OF THE RPBA THE OWNER 'Al_L f II] NISH_ it',7ALI A•!D MAIN Aid PiE R?BA A';f] AA PIPINIU
APP'JRTUIJAfJCLS rlN C7V:7: LIM PLAN
3. THE RP[I, MUST;:s` i[tiTcD BY A S1ri'W C£RT:F-LCC; LIMIT{Fl..at4^ ASSEMBL'r TES=LF' AFFEP IT`_, VT TIAI_
,'°TIDN, A"TEP, REFAiP.S Itl•ll) ANNUALLY TIIEREAFTI^I:' T CiA'NFRS :tPEN;E TWE r15SEF.'E3L'f .":all=T 3L
INSTALL
MAIi•ITAI;NELD BY .I.Hi` lit:'!`1LEt
4 DRAIN SHALL BE EG lfJ �; r;tit?FAHUF WTH h.WWA �IA1JUr'r!:US
STD. PLAN — XXX
PUBLIC: WORKS REDUCED PRr=SSURE BACKELOW !
DEPARTMENT ASSEMBILY IN HOT IROX
JIJLx: 006
SCALE:
VERTICAL: NAVE, 1988
1:30 HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
- C T Y OF
RENTON
Planning/Building/Public Works Dept.
3q8403
G. C1p�
v
yr� 000
-0. 43111 '
�F OG�v"
�o�F pNAL4� 1►
RECOMMENDED
FOR APPROVAL
BDATE:
BY: DATE:
BY: DATE:
DATE:
PUGET SOUND FIELD11-08
BLOOD CENTER eooK
PAGE: PAM
DRAWING NO: II'"'�ii��
UTILITY SITE AND DETAILS C1.06
CHEET: OF:
IAI-ININININIAIA