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FOUNDATION LI VCL
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BACKFNL_ MATERIAL - -- _.i
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POR.IDY 'WHITE INS STT16L ON S13E
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6" S1llE SEVER AND BUILDING SEWER AMJil N6 VIBE WRAPPED .DU,4D E ST• p ANL
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BEDDING MATERIAL
FOR RIGID PIPE �
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FOUNDATION LEVEL f
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BCD ➢LNGFOR RiG1D PIPE •
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BED ➢LNG !'_ASS JESIGN
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CI AK' TAR THRDUG4 CAST
IRON SADDLE SECURED TO SEVER RAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEVERS TO EXISTING NA1ry.
6- ALLOWABLE MA%PLAIN
PIPE CLAY. ANp REINFORCED CONCRETE. BI :.`:0 CI
r FOR CAST IRON PIPE PIPE SEVER MAINS A TO HE CORE DRILLED
OR DUCTILE IRON PIPE.
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BUDDING MA'LRIAL /
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PPE BEDDING FOR SANITAPY SE',4EY:5
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VER
SEVER
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CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEVER ELEVATION (SEWER MAIN TO PROPERTY LINE)
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ELEVATION
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UNLESS O1 HERVISE S THAN IN PLAN, SITE SEVER SHALL HAVE A MINIMUM 5' COVER qT PROPEP.iY si
LINE DP. 3 -5' LOWER N THE LOWEST .CUBE ELEVATION, WHICHEVER tsr PATE: �i /:5/s+
]S LOWER.
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� xYOR4� SxN.t eE COREY -TYPE EW/C iD rOMw T -SrrO
GEPNE55Ti.Y TYPE SWX AS 0.eN YkDAW01A Y 4 x 9RR re' 10 RO' f1ElNa'J e4Ex aF CURS
'fMaI.ROr WW SUPER EN1NtE6V Tll0 TIRI 6- VFW.WIEwL JLIKr 2' BUVrO RAC', R, .
1' Y Af OPETiNC. TW I -t/y 08C COMNEC'➢Oxs >"wT I s AO—I TO
gAT4£ lIW Y 54xwap TMRF,.OS s' PWPFA �IMECROH [tlY 6
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5' s1aRR w1MCNEfl YMiH t/N' SrAMMES STEEL CASTE. Ey,y. TO CL FgINORr CO. siwxOARD s- Im xCnp4 TH
XlR�R:TAWR OPEGtMO XAIT Ftff NDMwNL TO �QEAR ew4 SECRYI tFEx:,N TO YwltE nVt
IINF COAlS PNM. PIiYR1MTYE BEW REO YE OIG eRi6
IS -i56 SKESY YElxoq tR AI4RO5ED EGrAI Y4N 4' j f /PALE 8050}
MPUPN f11EiLCigM i0 FACE FOAOWIT AWNBLr
G' of 5 /O" L-
[rus HOJ Rock
I OR FLAT TER
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< -G QUARRY STALLS
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APPROVED FILTER fABRI C
MA BE REQUIRED UIOER
CERTAIN SOIL CONDITION S
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FIRE HYDRANT ASSEMBLY
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CHINK VOIDS, G' OR GREATER
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I — 66' PERFORATED
- / 1HEORENGINEEROR
MINIMUM
.-IN PIPE, RUX TO
AS DIRECTED BY
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Gil PHLE HYDRAYI ASSEMBLY DETAIL
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HYDRANT OC ➢014 N Cul PR F ADOPTED
-A—
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OXOISNRCEO SOIL
THE LORD DIMENSION OF THE ROCKS SHALL EXTEND INTO TILE
sIMULITT.
THE ROCK SNALL eE PLACED SO AS 10 LOCK INTO TWO ROCKS
OR CONTACTED FILL
EARTH TO PROVIDE rAXIMRMH
IN TILE TIER.
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1 INN ROCKS 1511 LOS. MIX. 300 IBS. MAX. SIZE !0" IN ITS LEAST DIMENSION
2 INX ROCKS 500 185. 100 IBS. SIZE 13• TO 13"
3 iW1 ROCKS BOO LBS. LIDO LOS. SIZE IB' TO 21"
4 MAN ROCKS IWO LIES. 21M LOS- SIZE 24- TO 32°
5 INN RDCKS 21CO LIES. 3000 LRS. SIZE 30- to m"
Rockery, Details
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ADOPT.➢
o
•ANT ROCKERY GREATER TINY 0 FEET I.v HEIGHT MIST BE DESIGNED
Li CEKSED ENGINEER WITH GEOTECHRICAL EXPERTISE. THE
CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PWii
ROCKERIES 7 FEET AND LOWER SINLI BE CONSTRUCTED OF
BDTTg4 TO TOP.
AND INSPECTED bt' A
ENGINEER LUST CERTIFY TO THE
A40 SPECIFICATIONS-
4 MAN TO 2 MAN ROCKS TROY
Irx 22' CONCRETE METER I 1
COVER EQUAL TO FOG 7RE METER IN lA,1NPRQYED PoC`iT OF WAY z I
!---IN METER BOX AT -
',
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SEAL CO. B-10 tETER'BOX. I I
�Nll T -3/40 MIA HOLE C I PROPERTY LINE-
((W
11ETAi A -A) a L B I
ROCKERIES 7 FEET AID NIGHER S.LL BE CONSIMPTIEO OF
wnoH TD TOP.
5 MAE TO 2 FAN ROLES ERON
ADOPTED
N
CITY OF REMO_
- -
a' MIN a I SIDEWALK a I
FINISH CRLSTE O" MAX - _ __
DWG NAME
LET DATE:1 -N--85
DR -02 SP PAGE:
0017
L4" COMPACTED DEPTH A.SPHAET
\ CONCRETE CL. B
GRAVEL BASE MAY BE REQUIRED
DEPENDING ON SOIL CONDITION \ ti' COMPACTED DEPTH
CRUSHED ROCK BASE
L
COMPACTED TOP 12" OF
SUBGRADE TO 959 MAX
DRY DENSITY
(PER ASTM 1557-78
PAVEMENT SECTION
AT DRIVEWAY AND PARKING
NTS
Wrde - s7 - a,T,l#9
__ •:.�... • `I 21" MIN Iart.TDKtwv
`�- COVER WATER METER TD BE 12- MN
SUPPLED BY THE CITY fE'"
35" MN COVER - 1 3G Mm COVER
1— TYPE 'K -SOFT
COPPER TUBING
2 -1/2-
- ORD COPPERSETTER
VH 72- 15W- 44 -33G (FOR 5/8' x 3/4• METER)
VH 72 -15W- 44-446 (FOR 1" METER]
NEW DUCTILE RON LOOP OOwN TO CENTERL14E BOTH INLET AND OUTLET tW1H PACK JOINT WASH GRIPPER.
WATERMAIN OF WATER MAN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
SLACK IN COPPER SEN ON OUTLET. 3/4' OR 1
LINE TO METER_ ALL PACK -JOINT FITTINGS SHALL BE VATH GRIPPER GALVANIZED PLUG
CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE PS TO IE
THREAD (CC). PACK JOINT 13/4" F1k7OO) INSTAL 1 m IN THE FUTURE INSTALL
,;,F) FORD 014-33 OR 44
FIDE x COMPRESSION COUPLING
A —A
NOTE: DRILL 1 -3 /d VIC Ha _E FOR
TaLK•a4REAO DEVICE
THE CENTER DE SHE ROLE I!
FOR SERMC£ FROEd FROM BE AT LEAST I-
STEEL CEM FROM S THE NEATR RIBS AND FR MW. FROM NEAREST
ASBESTOS CEMENT OR UNLESS THE me SPACHG �lr - -- ; AND FROY7 EDGE of PIT LED
EXISTWC CAST IRON PVC WATER MAWS ALLOYS THE NUT TO II
OR DUCTILE RONN INSTALL DOUBLE STRAP TIGHTEN AGAINST TI1E OPEN -
YIATFRMAIN SERVICE CLAMP SIDE OF MORE IRAN 3/4- & 1- .WATER SERVICE
TYPICAL RIB
EQUAL TO MUELLER CO. ONE PoB. Y AD PrLL-InY
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1111 "wol
ROLL 1 U0 FR 2-A
REMMMENDED FOR APPROVAL
BY: �S%w "U%/ Dam 't43102,
BY: Date:
BY Date:
BY: Date:
r 7
-Ozk.
envira01IMasl
Community Design center
40215th Avenue East
Seattle, Washinglnn 98112
206.329.8300
206.329.5494 fax
m@eworks.org
Friends of Mouth
Foster Homes
2500 Lake Washington Blvd. North
Renton, Washington
1K113
ENGINEERS, INC"
600 UNIVERSITY STREET • SUITE 1122
SEATTLE - WASHINGTON • 981014104
(206) 881 -9900 a FAX (206) 381.9909
AKB JOB No. 202046
Ja K. By9
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v 9
mss ANAL
2.OL
E---- 12 -6 -02
2 May 2002
Revisions
21 JUNE 2002
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