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HomeMy WebLinkAboutW-358205".' PVC SO-::�A A V APPROX. STA. 0+47.9,18.2'R, PROVIDE: (1) - CONNECTION TO EXISTING 24" DI PIPE, SEE DWG NO. D13 FOR DETAILS N 42 0643.4" E _ 2' D'DR, 12"DIRJPIPE m APPROX. STA. 0+49.4,27.8'R, PRC � (1) -12" DI 221,2° BEND (RJxRJ) WITH I BLOCKING J ° (1) -12" DI PIPE, 3 LF (1) -12" DI 11lAo BEND ( RJXRJ) WITH "a . CONC BLOCKING ©APPRO' 35 LF of 12' DI RJ PIPE / APPROX. STA; 0+79.6,52.1- R, PROVIDE: `\ (1) -12' DI 45" BEND (RJxRJ) WITH CONC BLOCKING R A, BYPASS PIPELINE PLAN H: 1" = 20' APPROX. STA. 3 +53.2, so 28.2' R, PROVIDE: (1) -4" DI 45" BEND / (RJxRJ) WITH CONC BLOCKING / APPROX 32 LF of 4" DI RJ PIPE Al / APPROX. STA. 3+29.5,46.8'R, PROVIDE: (1) - 4" DI 45° BEND (RJxRJ) WITH CONC BLOCKING rrr ® APPROX 51 LF of 4" DI RJ PIPE APPROX. STA. 2+78.7,40.7'R, PROVIDE: J 1 (1) - CONNECTION TO EXISTING 12" DI 1 C PIPE, SEE DWG NO. D13 FOR DETAILS I " DV W mailbox&rh2,a m 1.800.720.8052 am 0. BELL I NGHAM 3so.ws.o63s 454 West Horton Road CCTF BUILDIN _J LL 22722 29th Drive SE. Suite 210 P — T.O.P. 4' DEEP 1&wrm: KMP TELM — T.D.P. '_ cc CL W v W r; o If f Ri a `f Z a W RICHLAND 6i :r Z BY REVIEW DATE tnuaR �CTPW89— D— PLAN.OWG ZQZLr a � V V � z C6 Z F 3N< a J a W OC 55 ��.. ".d > a� ° w w 3 w w ALONG PROPOSED WATER w 0 ° MAIN ALIGNMENT o of fl N a a a ' 50 L j- POWER NOT ENCOUNTERED D ' 3 � W 45 -- a� T.O.P. T DEEPO T.O.P. 9.5' DEEPD T.O.P. 9' DEEP T.O.P. B O DEEP 10 .00 40 - 3.41 0.00% -1. . 0 e 0.71% 35 z_ W� z W r 'p z_ Wz— z_ Ww mA m o mN mO JL JN o No o: N orct--;—) o; G 2N S MSV w 0 25 CONNFCTION TO FXIS ING SEE DETAIL( p D73 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE. ' HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE. o WATERMAIN PROFILE H: 1 " =20', V. 1 " =5' 'VV 60 55 50 45 40 35 30 25 2 0' WHERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE UNKNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY TO AVOID CONFLICT. THIS MAY REQUIRE ADDITIONAL EXCAVATION AND /OR FITTINGS AND SHALL BE INCIDENTAL TO THE PROJECT. PROVIDE 12' MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. I oo� h ti h P U O / rz, q A w 1� NOTE: PROFILE HAS BEEN UPDATED TO INCLUDE INFORMATION REGARDING DEPTH TO EXISTING AND PROPOSED UTILITIES BASED ON CONTRACTOR'S FIELD MEASUREMENTS, HOWEVER VERTICAL ALIGNMENT WAS NOT REVISED. NOTES /DETAILS 1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE RESTRAINED JOINT WITH CONCRETE BLOCKING. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 RESTORE EX. CURB AND PLANTER PER CITY OF RENTON STANDARD DWG NO. 103; AND EX. CONCRETE SIDEWALK RAMP TO MATCH EX. PER CITY STANDARDS. RESTORATION OF CONCRETE RAMP SHALL BE INCIDENTAL TO THE CURB REPLACEMENT BID ITEM. 0 CONTRACTOR TO PROTECT EXISTING TREE. EX. VALVE, CONVERT TO NORMALLY CLOSED. INSTALL VALVE MARKER PER DETAIL: DT2 E SIN. 0 HIGH VOLTAGE PRIMARY POWER. CONTRACTOR TO USE EXTRA CAUTION WHEN WORKING AROUND POWER LINE. © EX. 4" DI GATE VALVE AND SERVICE, TO BE ABANDONED. CONTRACTOR TO PLUG AND BLOCK EX, VALVE AND REMOVE VALVE BOX. 0 LOCATE EX. 1)/2" COPPER WATER SERVICE AND VALVE AT CONNECTION TO 24' WATERMAIN. RECONNECT TO PROP. 12" WATERMAIN AND ABANDON (PLUG) CONNECTION AT EX. 24" W. ® PAVEMENT RESTORATION, PROVIDE 2" THICK, FULL WIDTH, GRIND AND OVERLAY OF ACCESS ROAD AND PARKING AREA WITHIN THE LIMITS SHOWN. PROVIDE SMOOTH TRANSITION AT THE BEGINNING, END, AND ALONG THE EDGE OF EXISTING GUTTER. ADJUST ALL UTILITY AND SURVEY MONUMENT ACCESS COVERS TO NEW GRADE; ADJUST STORM CATCH BASINS GRATES TO 0.1' BELOW NEW GRADE. RESTORE ALL PAVEMENT MARKINGS AND SPEED BUMPS PER CITY STANDARDS AND TO MATCH EXISTING. PAVEMENT RESTORATION. PROVIDE PERMANENT TRENCH PATCH PER DETAIL (p . MATCH EXISTING PAVEMENT THICKNESS. DT2 1 p DEFLECT PIPE AND PROVIDE ADDITIONAL FITTINGS AS NECESSARY TO AVOID CONFLICT WITH EX. UTILITIES. CREATE NO LOCAL HIGH OR LOW POINTS, UNLESS OTHERWISE DETAILED ON THIS PLAN. 11 DO NOT DISTURB EX. THRUST BLOCKING. PROVIDE 5-FT CLEARANCE BETWEEN EX. THRUST BLOCK AND PROPOSED PIPE AND VICE VERSA. 2 VERTICAL BENDS WITH MECHANICAL THRUST RESTRAINT WERE INSTALLED IN THIS AREA TO DEFLECT THE WATERMAIN UNDER THE STORM. NO ASBUILT RECORDS EXIST AND THE EXTENTS OF THE VERTICAL DEFLECTION ARE NOT KNOWN. CONTRACTOR TO POTHOLE AND LOCATE LAST BEND AND SHALL ADJUST THE PROPOSED WATER MAIN ALIGNMENT AND CONNECTION POINT AS NECESSARY TO MAINTAIN V HORIZONTAL CLEARANCE BETWEEN EX. BEND AND PROPOSED FITTINGS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. DEPTH AND LOCATION OF EX. UTILITIES ARE APPROXIMATE. CONTRACTOR TO LOCATE AND POTHOLE EX. UTILITIES. PROVIDE SURVEYED DRAWING OF EX. UTILITIES SHOWING PROPOSED WATERMAIN ALIGNMENT. SIGNBk 11/13/12 SIGNER 11/13112 •. \� ),A, A ENGINE E R S W 358205 PLANNERS SCIENTISTS RH2 ENGINEERING INC 12" DR T.O.P. 4' DEEP 12" MIN. TYR W mailbox&rh2,a m 1.800.720.8052 am 0. BELL I NGHAM 3so.ws.o63s 454 West Horton Road CCTF BUILDIN _J LL 22722 29th Drive SE. Suite 210 P — T.O.P. 4' DEEP 1&wrm: KMP TELM — T.D.P. '_ cc CL C* v W r; o If f Ri a `f Z a W RICHLAND 6i :r Z BY REVIEW DATE tnuaR �CTPW89— D— PLAN.OWG ZQZLr a � V a � z C6 Z F 3N< J a W OC ��.. ".d > a� a 0 W 0 ENGINE E R S W 358205 PLANNERS SCIENTISTS RH2 ENGINEERING INC 12" DR T.O.P. 4' DEEP 12" MIN. TYR f SILVERDALE 3so.876.7960 ST — T.O.P. 3' DEEP NW unyra Rd, sane 107 TA 6 TACOMA S oss 621 Pacific Avenue Suite ite 104 104 24" W T..2 ' -4" DEEP SCALE: SHOWN _eeeoa CONNECTION As �... NOT TO SCALE REVISED TO CONFORM U TO CONSTRUCTION RECORDS A �� RH2 ENGINEERING INC. DATE Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION http: / /www.rh2.com mailbox&rh2,a m 1.800.720.8052 am 0. BELL I NGHAM 3so.ws.o63s 454 West Horton Road CCTF BUILDIN BOTHELL °==ssi saoo 22722 29th Drive SE. Suite 210 P — T.O.P. 4' DEEP 1&wrm: KMP TELM — T.D.P. '_ DAM Sep 26, 2013 EAST WENATCHEE scermua. DEEP 300 Simon Street, Suite 5 v LLC KMP RICHLAND 6i "Rid 110 -093 ^^` nsossa6si f SILVERDALE 3so.876.7960 ST — T.O.P. 3' DEEP NW unyra Rd, sane 107 TA 6 TACOMA S oss 621 Pacific Avenue Suite ite 104 104 24" W T..2 ' -4" DEEP SCALE: SHOWN _eeeoa CONNECTION As �... NOT TO SCALE REVISED TO CONFORM U TO CONSTRUCTION RECORDS A �� RH2 ENGINEERING INC. DATE Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION CD' w- 3S-g- " ;;— aoT: 1 am 0. lRw -KRS Dll 1&wrm: KMP DAM Sep 26, 2013 �UTT� "o. craw REN v LLC KMP 9/18/13 "Rid 110 -093 14 BY REVIEW DATE tnuaR �CTPW89— D— PLAN.OWG CD' w- 3S-g- " ;;—