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CHF .K V I A. FMB 1
FIRE HYDRANT ASSEMBLY
LEVEI- ALL —D �MN rRApUSONE MATT CK NOTE: °� FILL
ISrWID XISTAUnpA pCVA MUST BE 16TED SAlISYACTP LY BY A DEPNIIYOET W
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prc W RFNTm WATER UINrc BIfaFDBNG PRKB m ACTIVADm W rIEA 181E
HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL,
DOUBLE CHECK VALVE ASSEMBLY
ADOPTED � OPTED
CPY M IORAI � ttNBM
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DWG. NAME: B10f SP PACE: 8101
DWG. NAME: 8102 SP PAGE:8102
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d/w
D'WG. NAME: 8107.2 SP PAGE: 8707.2
i TERRAFORAIIA
DESIGN GROUP, INC.
CIVIL ENGINEERING k LANDSCAPE ARCHITECTURE
5212 37th Avenue SW Seattle WA 98126
phone 206.923.0590 tax 206.923.3507 Wool of6ce®terroformoeesigngroup.com
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2 VALVES CUT -IN INSTALLATION
♦® L5r B.LTCxrxmN
DA
REVISION pR DWG. NAME: BT 13 SP PAGE: BI 13
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LE DEVELOPMENT
for
ALEX LE
CIVIL DETAILS
1 /2o /os
/ONAL E 10/11/05
BPNES B,n,roB
TDG JOB#
1 05034
WA
REVISION
ROLL 2 -0fi
,S.T4' fl.S91C METIER BOx Ea1K TO YID- STATES PUSIIC
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DATU M
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1 /2o /os
10/11/0 s
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2/6/06
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BY THE
0D:w -3341OZ
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AN )iEk a - •534"1
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PROVOVIDER'YS me T N cWPER
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F 6cRV,CE me TO HOUSE IS
ro BE INSTALLED IN THE )UNTIE
wSrNt FORD aY-JJ M N EfDT
WYPREsBRN COUPUNO
TCV .>r •Y!• uipR- FWD
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v _ BALL VALVE m NLET AND
IN
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' Y1000 -YD) OR AY YIDMIND 1TD10 BDIH BIET TAO aETIBT wRN PApf ANT WTN dIPER.
(t' flW0 -4-0) OR Av YYDd1AlU 4)610 AKA PApµ(- �JOIEAlT1W0�5 AFL N�W1H
aBrx ANT.
NOTE:
ALL HEIR B01E5 IWA LED wneN CMCIETE m PAVED DRw£FAYS SNNL BE
CAST -am EWN. TO 0.NfHC fiMMDNa', flPN19p1 ANTS NUBH Be NITAUID ON
BOM sAEa K LETER BNL .
A— A mu I -5/e qA HOE FOR AMR
(—ATC METER WEN) —READ DEVICE
3-1/L' YW. fRpl I(AREST
r= = AND iR011T mIE W NT W ,
RYAC.IL I NOTE:
RB -E ME CflIIEA W ME NOTE WST E AT LEAST I' FROM
meMNEAM BBB UNE35 111E 1a9 SPACING A— ME
HUT TO TIMTEN —BT ME WEN SAE OP .ORE MAN
ONE BP.
3/4' k 1' RATER SERVICE
® ADOPTED
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DWG. NAPE: BIDS SP PAX
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(wARIT Y,. LOCAIm N FASIIENT m PIBVAIC PRDVUrc M
1 9NY_ MOTs[ YaE TRIM .,:I m BIIADBIO)
2- MAIRTi VANE DE : Y.O wM VKVE 60% AND RIVER
Y OASS'32 WCNF Bm NRE
AALL M YG1g2Y It aAEIB E Fl WTIBBPBISS T 4 BOI F. Ew 4^ sA
m LEVEL
IN
PER NEPw AIA WM STNAM6
PfbT- IIgCA1W vK(E KILO wM TAVPER SBRm FJEVATBN Vtlr W DDCVA
S- Y�2P IEIBd.(R II R) WM H,INffq WCWIE IRON PIfL SPOL'L '
s- Ir t➢NC Bean (YL % PEl
T FIJ RaVEO DOC O MM1d1 ApA1bTAB1E STEEL APE SUMmi,
E- AW)AMD DOOV'A m YNI.UBE N Npba, P091MN RAY. _CYION5 BOLTED m FLOOR.
�(pE1t1 IAIESTOEPT W HFAAM APPROKD UST W B1pP1NW PIEVENnm DEN ES)
WOTIOY W OOCVASNNL BE A MNBAY W 2t INCN.AB01E iLOm.LL:EE AND
MAIN J fEE! IIAwWAL N9TNL ] CmpEIE PINS
OR AOAISTAaLE PIPE ,
COlDYN3
R, NE9IEN
NAFIt DOCVA
9- OS k Y VKws BE T SEA1F0 WM tAWm SWICHE}
�AOD WINS N ACCOROANTE WN L f I
EP 1E�W1�W =�/4; SR AIDnLE dSPIApIIENT 11ETW EOISM'EO Mlll A J�JIOTE
B1D'SD150B PIAIE Ya9J WD m ME W15AE W nE NMDNC WALL
11- SWN6 -TwNi fwANTY. GIETAT VALVE. flAll0. wM BALL DRIP N VAULT a W15pE BUINMC
IZ- 11 4' . E' BUT. ELBOW, MIWMm
13- U. USED FlRE OFPT: CawECTWIl UL tISTFD BBEA ANWY CAP' LOCi1E MWM
6o iFET NAxMIM W A PIBUC RTE NYmMT.
INSIDE BUILDING INS'TAf.LATiON FOR
RBTED a T 'wp tEW38TPMAmW1Yr F1NMNWuT s , Pr N BE Nm N SDLro BO aYAVrCA nW Nn VMA ro I aB J aY -W n PA OP NSS E W DI E L1Y1N1A TE m
YPVW�AT W BAR 6 S STuERYRWNRD Y Y
3 INCH AND LARGER
AR LTBA DOUBLE CHECK ASSEMBLY
ASSE1mLY
WRNO
LL BRAS4 8116 AT ALL lRT OOb15.
arc or BBRON
9T PYNS
Aar DATC d/o.
.-• DWG. NAME 0117 SP PACE:BI17
SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
I
0°
CONCRETE Y
CLASS 3000
—� 1._0..
15' 12 "W
�C]WM_L0]DN A -AA -A FIBER JOINT WATER TIGHT
PACKING PLUG
e 45- (1/8) BEND
Tz,
fl6- PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
1 I 4
�T�� 2�
secnDN R -B
CAST IRON RING AND COVER
PLUG TO BE SEALED
IN SAME MANNERAS
MAIN SEWER JOINTS.
1. OEAllpli RNC NB COVER SHALL BE —1 MOAN am WOIBS NC 8 INCH CLEANOUT
JI7B, pEN1 mi
a— BE A WATER TIM` AMOUNT -
2 N IA✓rF1101fD MFRS: POUR A 1' -11 j7 Y-Y SOOARE
CMCPEIL PASSE ]GOO. PAIL ANOIIND THE A ANO I'AVFR.
1 N A6o1fAtT AOMwAYS PBAD ARNND OE.W m RNO NB ADOPTED
089: F COWR. AB PfOURFD BY STAMARD OETNL mAYIlD WIJ0.
eTAXOt1A AYB
ION TMTT9 d/d
PMrd npla
AdBr °°~' flC P DWG. NAME 8076 SP PAGE: 8076
PROPERTY UNE
6
FUTURE
BURDINC S'AEII PIPE I FUTURE I BmlNNC RtAt
2"x 4" SND SERVICE MASKER PANT
TEE WM.B" SUB mTLET 1PPER PORTION W(ITE AMS MISSION. (
g ( e4LAd(w TRNR�S AND 'I WRAPP
g Mp1EDiNC sluD "mom m
It" Rune
' TOP DEVME SND.
M�
UNI.EBB OTHERMBE APPROVED BY ME OTY. YAXE TAP Rg0110( C13T
NON SADDLE SEOMED TO RWA MAN WIN STANLMS' BANGS
MIDI CONNECTING NEW VIDE SEWERS m MSMO MAN.
PLAN AND RBNFORCEO CONCRETE, DI PPE AND 0 PIPE SEWER
MAWS ARE TO BE CONE DRILLED.
VICE) CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
RCrMEO M.
60" ALLOWABLE MAIL
FOR CAST IRON PIPE
OR DUCTILE NON PIPE.
1:3:5 MIK hh
0(a�0 C
COM
C� 27E W--il 9�OPE
HORIZONTAL
6" SIDE OUTLET TEE /
6° MIN. SEWER MAIN LSENER MAIN
CONCRETE MOCKING AN J F TYPIC61 SIDF SEWER FI EVATNVN
� TEF ATF MAIN OVER 25
i1 -AttnN
UNLESS OTHERWISE SHOWN ON PLAN. S1DE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION. YMICHE:VO IS LOWER.
3- 334702.
STANDARD SIDE SEWER INSTALLATION
(SEBIER MAIN TO PROPERTY LEE)
®
ADOPTiD) f
aer W mmK
aTA10L® PMNI
IaI DATA N/w
GEODIMENSIONS
3w„ ED PAD
s<NE'
1” = 20'
vm,rx w Ism
ep]Dw 9OJ „9B,
DATU M
All _ CITY OF
ru R E N TO N
Planning /Building /Public Works Dept.
LE DEVELOPMENT
for
ALEX LE
CIVIL DETAILS
1 /2o /os
10/11/0 s
PAD
P CE
9/13/06
PAD
" PAD
� �
7/18/06
PAD
DAwNO Na
C1.7
2/6/06
PAD
HEtl1E "PAD
TmiO
SDNEAEEDDB -CLY
DATE
APPR
PROVED.
pBE" 7 'P.
FR Gn
0D:w -3341OZ
5-374702
AN )iEk a - •534"1