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Home My WebLink AboutzS-3302SetEXISTING I ABANDONS 8" C.P. S EXISTING WATER MA EXISTING I SS MAIN EXISTING I CITY DRAM IE =32.62 SAWCUT TI EXISTING I NECESSW FOR PROP CROSSING IE 8" SD TOP 6" Wi CONNECT 1- 12`x6" 1 -6" GATE 1-4" 99 1 " THRUST GATE VALV 4" COMPO SERVICE I SEE DETM CONNECT 1 1- 12 "x4" 1- GATE CROSSING IE 8" SD TOP 4" WI CROSSING IE 8" SD . TOP 1" 0 APPROXW PATCH AN[ LIMITS APPROXIMN PATCH AND LIMITS EXISTING 6' CITY DRAWII IE =32.05 FIRE DEPAR CONNECTK* WATER ENLARGEMENT PLAN SCALE: 1 " 10' CHECKED FOR COMPLIANCE TO CITY STANDARDS �ftam a 6w"/, Date �� o Date Date 10' 0' 10' 20' SCALE: 1 " = 10' NORTH N;XPIRES JANUARY 10, 2007 NO. REVISION STALL NEW CLEANOUT FORCEMAIN CONNECTION E DETAIL 6/C2.3 = 33.34 t ELD VERIFY) DEGREE BEND tfHRUST BLOCK M PVC CL 200 FORCE MAIN SANITARY SEWER IMP STATION (UNDER SEPARATE PERMIT) FIRE LINE DETECTOR CHECK VALVE ASSEMBLY TO BE INSTALLED WATER VALVE ROOM. SEE ARCHITECTURAL FOR ROOM CATION. FIRE SPRINKLER DESIGNER SHALL SUBMIT TAILED DESIGN DRAWINGS OF SPRINKLER SYSTEM FOR VIEW & APPROVAL BY RENTON FIRE DEPT. WITH PLAN 0 PROFILE VIEWS OF ALL PIPELINES FROM THE CITY'S JB TO DDCVA INCLUDING PIPE PENETRATION THROUGH FOR SLAB, ALL BENDS & BLOCKING THRUST RESTRAINT. )UCH -READ" METER SENSOR PLATE SHALL BE MOUNTED THE OUTSIDE WALL OF BUILDING. SEE DETAIL 1/C4.1. DOMESTIC LINE ew�I�rlrR uou dt,E ECK VALVE ASSEMBLY TO BE INSTALLED IN WATER LVE ROOM. SEE ARCHITECTURAL FOR ROOM LOCATION. )EJECT TO REVIEW & APPROVAL BY CITY). SEE DETAIL C4.1. E DESIGN /BUILD MECHANICAL PLANS R CONTINUATION INSIDE OF BUILDING JBJECT TO REVIEW do APPROVAL BY CITY) 4" 90' BEND (MJxMJ) THRUST BLOCK NCUT THROUGH THE STING ABANDONED TER MAIN AS CESSARY PER CITY MREMENTS FOR DPOSED WATER NNECTION IRRIGATION METER (BY 0 AND 1" WATER MCE IRRIGATION DG.VA :KFLOW ASSEMBLY SANITARY SEWER CLEANOUT IE =32.8 f (FIELD VERIFY) PER CITY RECORDS NOTE: SEE CITY RECORDS FOR ADDITIONAL EXISTING SIDE SEWER STUBS TO THE NORTH IF NEEDED. 5 LF 6" PVC SDR -35 ® S= 0.0200 FT /FT IE =32.9 t (VERIFY) NOTE: BOTTOM ELEVATION OF POST TENSION SLAB IN PARKING GARAGE =38.67 SEE DESIGN /BUILD MECHANICAL PLANS FOR CONTINUATION INSIDE OF BUILDING EXISTING FIRE HYDRANT EXISTING 12" WATER LINE SEE "WATER ENLARGEMENT PLAN" THIS SHEET FDC : t Oft" Emu" �i I _- 7M }' W , m I • I I� I► {. II unua s Ali i . I 60' R SANITARY SEWER AND WATER PLAN SCALE: 1 " = 20' WAS: AS SHO" AT flAl 9CALF FNXOWPC" MIKE A000FARMY IIOI MRAL IMO 190/1N1 oe: DATUM ROLL 20.2 FR485 W W �� CITY OF REN TON Planning /Building /Public Works Dept. CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 424 -5555 UTILITIES UNDERGROUND LOCATION CENTER THE BURIED UTILITIES ON THIS PROJECT ARE SHOWN IN THEIR APPROXIMATE LOCATION WHERE KNOWN. OTHER EXISTING BURIED UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL PROTECT, OR IMMEDIATELY REPAIR, ANY DAMAGED UTILITY "DISCOVERED" ON THIS PROJECT WITHOUT ADDITIONAL COSTS. VERTICAL DATUM NAVD 88 CITY OF RETENTION BENCHMARK #1939 TOP OF LEAD & TACK SET IN CONIC. MON. INT. OF WILLIAMS AVE. AND RIVERSIDE DR. ELEVATION = 37.345' (11.383 METERS) re • c S89'07'3, S- 33020/ rioRn -i 20' 0' 20' 40' SCALE: 1 " = 20' CHATEAU de VILLE, L.L.C. 4847 CALIFORNIA AVE S.W. SEATTLE, WA 98116 SANITARY SEWER & WATER PLAN SCAMn�O MAY 1 12006 �'� � w'' 3.To2o� QCs 33c�c►i�I PW: Mom Na C3.1 SHUT: cF: y r� o a >v O►- r 6r o EXISTING 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 J 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! ( .- `. �"� /�NIV, �. Ir��► � 0 1 X06 � ? ' c,��! 330201 C'�" 33C> 1 i C�J