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HomeMy WebLinkAboutWTR2703551_4• • L LL7 I? CV cc I — Is f— U W D 0 Iz n F- z W W U 'Q J n UJ CC z rr W t-- �r CJ L] Q, 0 W z 0 (!) z W m CITY OF RENTON BENSON ROAD 16" WATER MAIN IMPROVEMENTS PROJEtaT MARCH, 2011 VICINITY MA_P SCALE.- 1 - y A41L£ q ABDOUL GAFOUR CITY OF RENTON WATER UTILITIES SUPERVISOR 425-430-7210 ANDREW WEYGANOT CITY OF RENTON PROJECT MANAGER 425-4JO-7208 RAYMOND SLED RENTON WATER MAINTENANCE SHOP SUPERVISOR 425-430-7400 DAVID WHITMARSH RENTON T'RANSP. MAINTENANCE SHO, SUPERVISOR 425-4JO-742J KATHY JOHNSON PUGET SOUND ENERGY' 425-462-3381 BILL WALKER COMCAST CABLE 153-288-75JB TIFFANY KUHN - OWEST COMMUNICATIOA'S 25J-J72-5445 SHEETINDEX DRAWING NO. SHEET NO. TITLE GO 1 COVER SHEET C1 2 PLAN AND PROFILE STA 4+20 TO 8+20 C2 3 PLAN AND F ROFILE STA 8+20 TO 12+20 C3 4 PLAN AND PROFILE STA 12+20 TO 16+20 C4 5 PLAN AND PROFILE STA 16+20 TO 20+00 D1 6 CONNECTIDN DETAILS D2 7 CONNECTON DETAILS Pi 8 PAVING PI -AN EC1 9 TESC PLAN SHEET C-2 i I I .SHFFT C-3 GENERAL NOTES y- LEGENQ PROPOSED FIRE HYDRANT 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE W17H THE LATEST STANDARDS + PROPOSED REDUCER AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND . PROPOSED VERTICAL CROSS THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS t H APPROVED AND MODIFIED BY 774E CITY OF RENTON IN THE RENTON STANDARD / PROPOSED GATE VALVE PROPOSED BLOW -OFF ASSEMBLY PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN L PROPOSED CAP MODIFIED FOR THIS CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PROPOSED COUPLING SLEEVE PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. g EXISTING GATE VALVE 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL EXISTING FIRE HYDRANT BE THE CONTRACTOR'S RESPONS181LITY TO VERIFY THE TRUE AND CORRECT ® EXISTING WATER METER LOCATION SO AS TO AVOID DAMAGE OR.DISTURBANCE. FOR UTILITY LOCATES IV UIS77NG IRRIGATION VALVE. CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXISTING REDUCER EXCAVATION. EXISTING WATER LINE J. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE SS1.IH EXISTING SANITARY SEWER MANHOLE PRE —CONSTRUCTION MEE77NG. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO EXISTING SANITARY SEWER LINE IMPLEMENTATION. 10. EXISTING TYPE 2 CB - 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN ❑ EXISTING TYPE I CS 7HROUGH THEM BEFORE BEING FLOSHED, DISINFECTED, AND PRESSURE TESTED. EXISTING STORM DRAINAGE LINE THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT —IN CONNECTION TO AN XGV EXISTING GAS VALVE EXISTING WATER MAIN AND 5 DAYS, BEFORE MAKING A CONNEC77ON TO A NEWLY EXISTING .GAS LINE CUT —IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT - TO BE DISINFECTED IN PLACE SHALL BE SWABBED WI774 1x CHLORINE SOLUTION EXISTING SURVEY MONUMENT- . PRIOR TO INS1ALLA710N. 5. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY ----- CENTERLINE DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. - ------ EXISTING LOT UNE 6. DEFLECT THE WATERA"N ABOVE' OR BELOW EXISTING UTILITIES AS REOUIREO TO -- EXISTING R.O.W. LINE MAINTAIN 3FT MINIMUM COVER, 12 IN MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. io'D EXISTING DECIDUOUS TREE Z ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS S1014q EXISTING SIGN UNLESS OTHERWISE NOTED. .----Q--- EX/STING CONTOUR 8. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST ---5-30--- EXISTING INDEX CONTOUR AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. EXISTING TELEPHONE MANHOLE 9. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A EXISTING TELEPHONE CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. ' �\ EXISTING LUMINAIRE 10. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, TSBm EXISTING TRAFFIC SIGNAL BOX CROSSWALKS ETC.) DAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE _ REPLACED IN KIND. TS EXISTING 7RAFRC SICNAL 11. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING HOT MIX ASPHALT (HMA). STEEL PLATES MAY BE EXISTING TRAFFIC LOOP USED OVERNIGHT TO COVER THE LAST SECTION OF. TRENCH. STEEL PLATES MUST,BE PINNED DOWN AND ASPHALT RAMPSIWEDGES MUST BE PLACED AROUND THE PLATES STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OEJB EXISTING ELECTRIC JUNCTION BOX OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. ©PV EXISTING POWER VAULT El TV EXISTING TELEPHONE RISER - EXISTING CABLE EVS77NG OVERHEAD POWER OMB EXISTING MAIL BOX - DETAIL NUMBER ®— \DETAIL PLAN SHEET/ SHEET - NUMBER NUMBER r SHEE7� C-4 SHEET C-> 0 -.�_ v" 1 EX. 14 iV EX, 10"W a 1, RENTON CITY HALL S. BENSON RD. J_ MAIN AVE. S. PROP. 16"W EX. 10 "W EX. 14'W PROP. 16'W ONE CALLEXISTING UTILITIES E SHOWN REFERENCE ONLY. ACONTRACTOR OR SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. KEY MAP SCALE. 1"— 80' u SURVEY NOTES 1. SURVEY COMPLETED BY GRAY R OSBORNE INC., DULY 2010. 2 HORIZONTAL DATUM: NAD: 83191 BASED UPON CITY OF RENTON SURVEY CONTROL 205, 415. AND 418.. 3. VER77CAL DATUM: NAM86 BASED UPON CITY OF RENTON BENCHMARK 12124 DESCRIBED AS A FOUND NGS BRASS DISC MARKED '0462 197J , SET VERTICALLY IN SW COR. OF BRICK WALL OF THE U.S. POST OFFICE BUILDING. (EL£VA77ON = 4511). r Qgipou� S COPY V. NEYp f w,� CHECKED FOR COMPLIANCE WITH CITY STANDARDS RECOMMENDED FOR APPROVAL a - By: Dote: By: Date:., CITY OF 4e63 By: Date: By: Date: RENTON FSS a'si[s�°�{; By: Date: By: Date: arn� 3 � TOIL I By: Date: By: Dote: Public Works Dept. L L() CJ r- (V I .s U L —wj A" O i n f— z CW G w U Q J n L li IZ _z rr- w I— Q U Q 0 m z O • z Lu m E \ PARCEL NO. 723150-1470 \\ WONG GAT 1111, 523 MAIN AVE. S \ STA 9+ comwcj NO. 1R9023 r^ I OENTON 5 GRDYW 5 5. RADY WAY U ® \ G \ P N 9 L.x Er C C. ' BEND OCK I - CONC. THRUST BLOCK p1•�' m z O D �``'I P 0 m'm 0 J Un Z r �0 W UYD m U 0 N�L W WAY _ 1 _—RI 00 (_/� "i ITO BUI .T I lQ f W ONED) U) Lu^ \ I U ) 12-PIC 11,PVC OJ.nn 12"PVC _ uJ Jmmm156. •-• : : : :: : BUUILT (TO BE ABANDONL'4 /_ C) ROP. 6' W---" BENSON RD. S 10 12-PVC STA. 9+14.+ 20.8'Rr =u1 1 - 16"16' TEE (>Z++L) J - t6' GV (fLrMJ) 1 - Te'.re' INfREASER (�7-}�✓J I - 16' VERT. CROSS (M-umll) \ 5 .1 - 16' SPOOI. 1 - 18' SPOOL 1 - 18' TRAN37nON COUP �G OEAOMAN BLOCX - CgYG 1. T BLOCK ■ Tk CAPS ' Q75nNC a WA t! T — I--- — — — —j- PARCEL NO. 723150-1490 - ARTHUR W. & VALEME P. MINNIE 513 MAIN AVE. S. I- - �.Y. . ;N - . �r9�iNw OnOF. �' �Im m. t' A)ro� 9 P• EX. 11 Cl cGk LTO BE ABANDONI c JV[ 4 EXTR. CURB MEDiq,y n CUR. & GUTT _ _ — — _ — _ — _ m�—N-w— 0 20 40 PARCEL NO- 723150-1500 p, lO WATER NOTES: BENNETT & DRIUSSI BARE] Y U 1 509 MAIN AVE. S. t>o / 4' COVER MINIMUM(Tl'P/CAL) V REMOVE EXIS77NG Cl WATER a a ^ MAIN AS NECESSARY TO LAY H H nm Q PROPOSED WATER MAIN. 1 1� REMOVE AND SALVAGE £XTS7ING 1 �l v � I FlR£ HttIRANT. m/ z A CLOSE VALVE AND REMOVE EX. O VALVE BOX. (TYPICAL FOR 94 �1 PAP' C%) ABANDONED VALVES)' BEN" z _ 'Ij'FN, L�yu�1 Q'T�4 WATER ERNC£ � REPLACEMENT lJJ U DETAIL3N20.1. (TYPICAL FOR RO (D ALL SERVICES) CONNECT NEW I-•• METER SETTER AND NEW N W COPPER TAIL PIECE TO A) r N W CUSTOMER PRIVATE SERNCE `O E. POTHOLE IN THIS LOCA71ON 46 Q U) AHEAD OF WATER MAIN INSTALLATFON TO ESTABLISH LLI _� . •� w E. LINE AND GRAD 1 l (n 7Q REMOVE AND REPLACE TRAMC SENSOR LOOPS AND W CONNEC77ONS z !� G —Ys — 5 1 - 16 45• BEND (MJiA1✓ c v u pp _ m _ m 1 - CONC. THRUST BLOCK Km C9y<�21A m p.Ujm NLN;U1 -'Ai GU�x iY CN Nnni Qy� �b ,oa mN ii'� so$ r,Nn Nu1�x Tllm (u NPNMO wiU H1u'm ZnP yrJ .., f �h" �; CONTRACTOR SHALL USE CAURON WHEN EXCAVATING IN THIS AREA ......... ......... ....._ ... ......... ....::::: R..::... Z3 ::::i : 4 P ::::::: ::: : h :::. t: .: : �::..:... ..................,....... ....,.... ....:.... ..::.:... ......... :....... ......... ......... AIiV:}�U ......... . :: ...... ... ........................ .... ry k : .:�Q .. :. ..:. ,. ...N.. mu....:':: ..:� : c :::�k . ........ ::::..... . . . 4 :a ...... .. ..... ..... .... ..... .... ... ...... ......... ......... .. ... .. . . ..... .... ........ .. 50 ,:.:.:' :.... ........ .....................:.:.::.:.::. .. .:.w . .... i�... ...x m . b...... _........:.:.:...:.....::.:.:.:.:.:.:.:..:.: .. 50 �. . -m..�;.: : 1 .:: .. '�::� :::: +C "' .n W M h rn. it gyp. w W � a ..� :..' � '+I . r ........ ........ ..:.: '.... .... ..... . - . . 45 .... .......... .......................... 6 ... IQM45 ti a' q.. W h "- .01 ... . .+ y� .. < o o1.... .. _ ...... : ...... . ......... ......... . . ...... .............. ......... ... ........ ..... ... .. Ll .:::1.'11= ::.. mA 4l `.9 10 W.: U1 �1 ......... ......... CIO . i : �. C�1 , "f :. . 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JO 8+40 8+60 8+80 9+00 9+20. 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00•* 11+20 11+40 11+60 11+80 12+00 ONE CALLEXISTING REFERENCE nONL. LITIES ACONTRACTOR RE SHOWN OR ELD LOCATE ALL EXISTING 1-800-424-5555 ununES AA MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. --GRAY & OSBORNE H: 1"=20' P Ilk, ousx AW _... ..... , AC, AW REVISION BY DATE APPR AC. LN CITY OF t RENTON Plonning/Building/Public Works Dept. 1. VAI vkk o 3 N I� `w Y 2 r I f BENSON ROAD 16" WATER MAIN 03/07/11 REPLACEMENT PROJECT ° PLAN AND PROFILE STA 8+20 TO 12+20 C-2 11 L, criv (0) r- \ro VS C 1 lip s E PARCEL NO. 723150-1305 PARCEL NO. 723150-1310 ELLEN PRICE ELLEN PRICE r; I M N / imumms-N- 0 - -� 0 20 40 1 "=20' WATER NOTES: fA 4: COVER MINIMUM. (TYP.), UNLESS 07HERWSE SPEOf7ED. QREMOVE EXISTING p WATER MAIN AS NECESSARY TO LAY PROPOSED WATER MAIN. REMOVE AND SALVAGE EXIS77NG _ nRE HYDRANT CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) A•yi WATER S£RWC£ REPLACEMENT PER STANDARD DETAIL J201. (TYPICAL FOR ALL S£RWCES) CONNECT NEW ME7ER SE77ER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERWCE LINE A POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLA77ON TO ESTABLISH _ LINE AND GRADE. ZL REMOVE AND REPLACE TRAMC SENSOR LOOPS AND CONNECTIONS. AINSTALL MEGA —LUG JOINT RESTRAINT. S tQ1 CI 4' to c� to CAP 2 sM M. �aJt✓ to CL/ (&'A' J0;,ll' 4y a�piv� 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 -0+40 -0+20 0+00 0+20 nw A —A MAIN AVE. S. — STA. 18+05.00 --OR WA1r— i GRAY k OSBORNE H. -=20' w71»1 BENSON ROAD 16" WATER-M)(N 03/07/11 JG AW v ,•=s CITY OF RENTON REPLACEMENT PROJECT IRS �C S °""� AW ��� PLAN AND PROFILE AL AC, AW 1 "` ^"` DAruu Planning/Building/Public Works Dept. STA 16+20 TO 20+00 NO. REVISION BY DATE APPR :AG 5 ,Pg 13151511171 27 w U LU a � O- z W L.l U Q J a_ W _z Q W H Q 0 Q O rr z O U) Z w m BENSON RD. S. j INSTALL TEMPORARY 8' CAP (AM) AND 2" BLOW —OFF ASSY. W/ THRUST BLOCKING, 50 EX. GATE VALVE CLOSED. FOR FINAL CONNECTION,' . INSTALL EXISTING 16'CV 11 DN NEW 16' DI PIPE. EX. 16" SLEEVE £X. SHACKLE RODS EX. 16" V£R7.. CROSS I . I I I . I i . I I. 1 .1 - - I A I.- BENSON RD. S. 0 NECTIOMM REMOVE VERTICAL CROSS AND CONNECT TO i — 16' DI SPOOL _ I — 16' SLEEVE --i i� EX. 16'W 8 PROP. 16'W �. �, EX 16 W to' / ONCRETE DEADMAN V RELOCATE' EX. 16"Gv— BLOCK TO B£ - REA40W YL77ICAL CR059`�-INSTAL _ I = 16" DI SPOOL . — — — — — — - 1 - 16" SLEEVE - TESTING DETAIL FINAL CONNECTION DETAIL (Z CONNECTION DETAIL h 4 r Ct Ot S. BENSON ROAD AT RENTON CITY HALL SCALE: 1 "=10, NOR I! I l � STA. iJ+f?.9, 37.1• LT �q •G _ �❑ INSTALL: 1 - 1 - 10' 45' BEND (MJxMJ) 3 � 1 - 10' SLEEVE Q I O POTHOLE EXISTING W CONSTRUCTION R TO C P vj CLOSED ❑i CUT X CAP EX. 10" DI-1 FY f I'W . . . EX. 10"W - EEC. 10"W POTHOLE EXISTING CONDUITS t PRIOR TO. CONSTRUCTION. STA. 13+22.9, 27.1 ' LT INSTALL: 1 — 10" 45' BEND (MJxMJ) MA/NAVE. S. O MAIN AVE. S. O 13+00.- 13+00 ----�—r-- — �- — - - — — �- - TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL C3 D7 MAIN AVE S. AT S. 5TY STREET SCALE.- 1"=10' NORTI! 0 TEMPORARY WATER \ SERVICE. VALVE CLOSED W/J• "PORARY CAP. REM EXISTING WATER SERVICE INSTALL TEMPORARY ATER SERVICE. \� INSTALL BLOCKING. THRUST BLOCKING \ REMOVE VERTICAL &Q CONNECTION. INSTALL: DETAIL FIN 2 CONNECTION DETAIL C2 Dl S. GRADY WY. AT MAIN AVE. S. SCALE. • 1"--10' NURiH £X. 12'W a EX. 14"W v VALVE CLOSED PROP, 16'W zzx • . EX. 10•W POTHOLE EXISTING CONDUITS; BUILDING . WATER SERVICE, AND EXISTING Cl WATER MAIN PRIOR TO CONSTRUCTION. CONNECT70N DETAIL P07HOLE EXISTING CONDU17S AND BUILDING WATER SERVICE PRIOR TO CONSTRUCTION. NEW M£7ER. d o O -- - " EX. 14 "W �3 a O PROP. 16"W EX. 10 W MAINAVE. S. 16+00 MAIN AVE. S. 16+00 TESTING DETAIL FINAL CONNECTION DETAIL �4� CONNECTION DETAIL, C4 D1 MAIN AVE. S. — STA. 16+16 SCALE.' 1 `10' NORTH EXISTING UTILITIES ARE SHOWN FOR vWA ONE CALL REFERENCE ONLY.. CONTRACTOR GRAY k OSBORNE "n�"1•�/1•• CITY OF BENSON ROAD 16" WATER MAIN • 03/0�/11 SHALL FIELD LOCATE ALL EXISTING AW RENTON REPLACEMENT PROJECT _ -800-424-5555 UTILITIES A MINIMUM of 48 HOURS �63 °""°Aw CONNECTION DETAILS PRIOR TO CONSTRUCTION. sSIC AAL�°i` _ AG. AW DATUM planning/Building/Public Works Dept. D_ 1 3I14hpl1 NO. REVISION BY DATE APPR -- - - — - AG. LH - "c`. 6 - 9 to C? cN INSERT POLTPIG AND INSTALL 16" CAP 2" TEMP. BLOW —OFF ASSY. cr AND TEMP. THRUST BLOCK. MAIN AVE. S. 18+5 W U W O a fr C L C e e s CONNECTION DETAIL Adft c4 V2 MAIN AVE. S. A T S. 4TH STREET SCALE: 1 "=10' NORTH ONE CALL EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR v �r �? °° WAS `<SHALL 1-800-424-5555 LOCATE UTILITIES I ADMINIMUM OFL48xISTING HOURS PRIOR TO CONSTRUCTION. N a4eee /ON L 3/L4 20 11 NO. CONNECT TO EX. 24' Dl. INSTALL' 1 - 16" SPOOL 1 - 16"x24" INCREASER ()W✓xWd) ; 2 - 24' SPOOL' 1 - 24' SLEEVE 18+5 MA/NAVE. S. REVISION GRAY h OSBORNE ...7^. _n CITY OF 1h Aw RENTON w. n Aw f DATUM AG. Aw Planning/Building/Public Works Dept. BY DATE APPR AG, LH BENSON ROAD 16" WATER MAIN 03/07/1 t REPLACEMENT PROJECT CONNECTION DETAILS D-2 a� 7 a, 9 W-3551 r` cV CC F— REMOVE ANC REPLACE TRAFFIC — SENSOR LOOPS AND CONN£CRONS . w�f N 0 30 60 7>•�: I � REMOVE AND REPLACE 7RAFF7C I I SENSOR LOOPS AND CONNEC77ONS. FAIN A VE. S. I IREMOVE AND R£PLAC£I£X7RUOED I I 30 60 CURB AS NECESSARY. I 1,.=30' ® PROPOSED ROADWAY RES70RA770N • AND PAVEMENT OVERLAY AREA. �\ 20+00 2( .... .... M.... a... ....A%NAV lE ----_ �Q c��>,� - r J — — — — — .1 � �,� �►�,� — —� � � REMOVE AND REPLACE 7RAMC SENSOR LOOPS AND CONNEC770NS. S �t C��_•yn/ / MCA h-h d��` !� �/. ��' 3 = .M� ,a 1.1 wi art•..rsss Ic l„+� Y i�. •1� 1s Y+ �,I� ��I i 11 �I f,0i1 l ✓E CALL EXISTING UTILITIES ARE SHOWN OR REFERENCE ONLY. CONTRACTOR IEA LOCATE ALL EXISTING °f "AS "m N i f GRAY h OSBORNE "° _� CITY OF BENSON ROAD 16" WATER MAIN REPLACEMENT PROJECT 03/07/11 eW )-424-5555 UTILITIESSHALL MINIMUM OF 48 OURLD S PRIOR TO -CONSTRUCTION. ..,,, Ss,`A E ,AW I DATUM l� RENTON PAVING PLAN _ AG, AW J Planning/Building/Public Works Dept.P—i NO. REVISION BY DATE APPRAG. LH W-3551 FT wiiiiw--N-`m- 0 60 30 1 "=60' II l ONE CALL EXISTING REFERENCE nONLY. LITIES ACONTRACTOR RE SHOWNOR 1-800-424-5555 UTILITIES A MINIMUM OFSHALL FIELD LOCATE ALL48XISTING HOURS PRIOR TO CONSTRUCTION. LEGEND IP FlL7ER FABRIC INLET PR0TEC77ON 1-1 GRAY t OSBORNE 1. CITY OF BENSON ROAD 16" WATER MAIN os/o�/it AW _"�� RENTON REPLACEMENT PROJECT E TESC PLAN AW DATUM EC-1 —AG. AW Plonning/Building/Public Works Dept. NO. REVISION M DATE APPR —AG, w ".9 9 W-3551 • • • i r s 1 • r