HomeMy WebLinkAboutS-330202EXISTING 8" I <"
ABANDONED WATER MAIN
INSTALL NEW CLEANOUT CALL 2 WORKING DAYS BEFORE YOU DIG
—
♦
8' C.P. SD AT FORCEMAIN CONNECTION 1 -800-424-5555
SEE DETAIL 6/C2:3 UTILITIES UNDERGROUND LOCATION CENTER
EXISTING 12„ DI
Nl
IE= 33.341
WATER MAIN
(FIELD VERIFY): THE BURIED UTILITIES ON THIS PROJECT ARE SHOWN IN
Ig
EXISTING 8
THEIR APPROXIMATE LOCATION WHERE KNOWN. OTH�.
SS MAIN 45 DEGREE BEND
EXISTING BURIED UTILITIES MAY NOT BE SHOWN ON
EXISTING 6" SIDE SEWER PER ' W /THRUST BLOCK THESE PLANS. THE CONTRACTOR SHALL CONTACT ALA.
I
UTILITY COMPANIES AND HAVE THEIR LOCATION MARK(:D
CITY DRAWING "WWP -62- 2110"
„ f 3 "0 PVC CL 200 FORCE MAIN
ON THE GROUND PRIOR TO CONSTRUCTION. THE
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T
1E =32.62 L: ....
0 SANITARY SEWER
CONTRACTOR WILL PROTECT, OR IMMEDIATELY REPAIRI
ANY DAMAGED UTILITY "DISCOVERED" ON THIS PROJE4_:f
WITHOUT ADDITIONAL COSTS.
. �. PUMP STATION UNDER SEPARATE PERMIT
SAWCUT THROUGH THE ( )
EXISTING ABANDONDED WATER MAIN AS ..
.x
VERTICAL DATUM
NECESSARY PER CITY REQUIREMENTS _...: n 3:
� ; I _ . 6 FIRE .LINE
FOR PROP h F.F. PARKING GARAGE -129.5 " NAVD 88
PROPOSED WATER CONNECTION
6 DETECTOR CHECK VALVE ASSEMBLY T
' 0 BE INSTALLED
• � EE ARCHITECTURAL U L DRAWINGS f CITY OF RETENTON BENCHMARK 1939
CROSSING ,
IN WATER VALVE ROOM. SEE ARCHITECTURAL FOR ROOM
TOP OF LEAD & TACK S
`' � I `' ET IN CONC. MOH:
„ t r LOCATION. L A 10 . FIRE SPRINKLER DESIGNER SHALL SUBMIT
IE 8 SD 34.91 VERIFY - � y � ry r F; , ,
( ) TNT. OF WILLIAMS AVE. AND RIVERSIDE DR.
DETAILED DESIGN. DRAWINGS OF SPRINKLER SYSTEM FOR I ; I ,
TOP 6" WATER 33.41 VERIFY , l r ` �r`y `"y � ,.'�' ; 7r�.: ��' ... - , : ELEVATION 37.345 (11.383 METERS)
(VERIFY) jt REVIEW &APPROVAL BY RENTON FIRE DEPT. WITH PLAN
AND PROFILE VIEWS OF ALL PIPELINES FROM THE CITY'S
` STUB TO DDCVA .INCLUDING PIPE PENETRATION THROUGH —
CONNECT TO EXISTING 12 WATER d FLOOR SLAB ALL BENDS & B
LOCKING THRUST RESTRAINT.
1-12"x6" TAPPING TEE MJxFL "TOUCH—READ"
1 -6" GATE VALVE FLxMJ f
..METER SENSOR PLATE SHALL BE MOUNTED ( �.
( ) ON THE OUTSIDE WALL OF BUILDING. SEE DETAIL 1/C4.1.
/ Y ILA
J 4 DOMESTIC LINE
4 -- D
,. -- - OuIBLG
BEND. (MJxMJ) .; , ..
++
" s ' ., CHECK VALVE ASSEMBLY. TO BE INSTALLED IN WATER -
1 THRUST BLOCK
r
VALVE ROOM. SEE ARCHITECTURAL FOR ROOM LOCATION.
r
EXISTING
y SUBJECT TO REVIEW & APPROVAL BY CITY . SEE DETAIL
GATE VA J:
V
L E (TYP) ``� � ;:� ` ; �/ ( ) FIRE HYDRANT
_ 1 /C4.1.
L
4 COMPOUND M ,' EXISTING r< N
METER * SEE DESIGN BUILD MECHANICAL PLAN !
. .,:
SERVICE IN CONCRETE VAULT G ._< 12 WATER LINE !!
, ., , � : FOR CONTINUATION INSIDE OF BUILDING
SEE DETAIL 2/C4.1
( (SUBJECT TO REVIEW & APPROVAL BY CITY) I P.
CONNECT TO
EX I STING 12 WATER 1 -4 90 BEND (MJxMJ)
1- THRUST BLOCK 1-12"x4" TAPPING TEE (MJxFL)
4 GATE VALVE (FLxMJ) � ..� � '''' I� " � _� /" /j,✓
,; � • r SAWCUT THROUGH THE
EXISTING ABANDONED ( (;
CROSSING
WATER MAIN AS y :. • .. , _
r �
' NECESSARY PER CITY
IE 8 SD 35.0± (VERIFY) /
TOP 4 WATER 34.0± (VERIFY)
F, REQUIREMENTS FOR
PROPOSED WATER
CROSSING ` CONNECTION I rx
r 'I
IE 8" SD 35.0f _
_ I `
_ 1 " IRRIGATION METER BY
TOP 1" WATER 34.0f (VERIFY). ( ,--- — =- q =.�::_ �- � � ( I �
CITY) AND 1 WATER
APPROXIMATE PAVEMENT ! SERVICE
- -4 ®- ..
PATCH AND RESTORATION
LIMITS 1 IRRIGATION DGVq
r RACKFI OW ASCFMRI Y I ,
CHECKED FOR COMPLIANCE
SURVEYED: SCALE: DATE:
TO CITY STANDARDS-
VERTICAL NAVD 1088 AS SHOWN HORIZONTAL NAO 1983 /1991 CITY OF CHATEAU de VILLE L.L.C. 10- 13 -0v;
I DESIGNED: O♦
1 uu �A Date 41W01 a 30794 w4 DRAWN: MUD rtl R (�� \I T 4847 CALIFORNIA AVE S.W. FlELDSGOK:_
Date - �'`�� SIOI ST E.��� - AIM ONE INCH DATUM 1 \ I V 1 O I V - '
NAL CHECKED: SEATTLE WA 98116 PAGE:
Date G4 /ai/ KH A F'LL s� Plannin Buildin Public Works Dept. DRAWING NO:
EXPIRES JANUARY 10, zoo? N0. REVISION BY DATE APPR IF NOT ONE INCH 9� g/ P SANITARY SEWER &WATER PLAN C3. T
APPROVED: SCALE ACCORDINGLY
SHEET: OR
7 11!
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