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HomeMy WebLinkAboutWTR2702953.153 C, U 1z Q 0 0 0 0 U N 3 0 0 0 U W N .3 n 0 0 U 0 M 0 0 n N O w z W L Cr) N 0� J • 7 0 5 0 3 2 0 C E G H J K INVERT PRIOR TO CONSTRUCTION E=1311724.24 12" 22�* ELBOW MJ SCALE IN FEET (W/MEGALUG) 169 LF 12" DIA. DI. —I BLDG SECTION c SEE M 14 FOR POIC. TRENCH SECTION C21 COORDINATE WITH MECHANICAL DWG. STA. 37+51.40 FF EL=87.5 22 "BEND (HORZ) FINISHED (MJ W/MEGA LUG) GRADE 12" SLEEVE IE= 79.00 SEE M14 2 80 -------------------- 75 STA. 37+56.98 SEE SHEET M 14, M 15 EXISTING 12" PVC L_j STA. 36+ 70.43 70 STA. 36.00.00 1 22' BEND (HORZ) 90` ELBOW UP STA. 3+ 79.04 ASB. C33 IE= 78.21 (MJ W/MEGALUG) 11 4 BEND (VERT UP) IE= 79.00 CONNECT TO EX. 12" PVC. STA. 36+56.38 (CONCRETE ENCASED 65 1.. 5 i CONTRACTOR TO VERIFY EX. 11 4 BEND (VERY) INSIDE BUILDING INVERT PRIOR TO /E= 78.08 FOUNDA TION) CONSTRUCTION 1„=20' o �F. TIE—IN DET o rn o o cfl o o 6 0 °o � co 36+00 36+50 37+00 37+50 WELL 17 RA PROFILE SURVEYED: — 1 DESIGNED: J.E. DRAWN: R.B. CHECKED.- G.P. APPROVED: — 2 RECORD DRAWINGS RB 1 /06 GP 1 ISSUED FOR CONSTRUCTION RB 1 0 0 GP NO. REVISION BY DATE APPR A B C D rem EX. GRADE Al STA. 37+36.62 IE= 73.42 15 " SD C2 4 90 ZL STA. 37+ 10.87 90 NEW 12" WATER REF. C32 185 85 180 80 75 75 70 70 65 65 60 60 SCALE: AS SHOWN VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks AT FULL SCALE Consultants DATUM 32001 32nd Ave. S., Suite 100 IF NOT ONE INCH Federal Way, Washington 98001 SCALE ACCORDINGLY E F G H 175 LF 16" DIA. DI. M EXISTING PVC N 0 NEW DI 5-0" MIN 2 EXISTING C-900, 905 PVC I� O EBAA IRON SERIES 1600 OR 1100 SPLIT HARNESS © EXISTING PVC PIPE JOINTS MIN. 2 PIPE LENGTHS BACK FROM TIE—IN. EVACUATE 40 ADDITIONAL FEET. O EXISTING PVC PIPE �3 DI PIPE, PE x PE ® THRUST BLOCK O 11 1 /4" BEND, MJ x MJ WITH MEGA LUGS © NEW DI, PIPE DI SLEEVE WITH MEGA LUGS SERIES 2000PV (PVC SIDE) AND SERIES 1100 (DI SIDE) JOINT RESTRAINING DETAIL 1 1 /2"=1 C33 NOTES: O WELLAND3SUPPLY 3 3O ER 5O 12" AND 15" STORM SHI SEESHEET .WES WATER SEEHET 3DE SEE SHEET C24 12 SUPPLY O WELLY & BCW 0 STORM OSTORM SEESHEET SEE SHEET C25 SE SHEET E C23 O SANITARY SEWER SEE SHEET C30 ® CHEMICAL CONVEYANCE CONTAINMENT SYSTEM SEE SHEET C40 C SEL M74 1-UH HOC. v TRENCH SECTION .►-�-� C21 COORDINATE WITH MECHANICAL DWG. STA. 39+56.61 FF EL=87.5 22 BEND (HORZ) 16"x12" REDUCER FINISHED (MJ W/MEGA LUG) EX. GRADE GRADE IE= 79.00 \ ­:,: SEE M 14 FOR POC 2 — — — — — — — — — -- -- — — — - STA. 39+62.19 / SEE SHEET M14, MI5 STA. 38+76.65 n EXISTING 16" PVC 221 BEND (HORZ) -- IE= 78.21 1 STA. 38+00.00 1 t STA. 3+73.94 ASB. c33 90` ELBOW UP STA. 38+57.05 » _ �111 4 BEND (VERY UP) o (MJ W/MEGALUG) ONNECT TO EX. 16" I ' BEND (VERY) u-IE= 79. 00 _ _ TRACTOR TO E= 78.04 (CONCRETE ENCASED VERjFY ,X. INVERT PRIOR INSIDE BUILDING _ T01 � TRUCTION A� STA. 39+41.20 IE= 73.42 15" SD C24 85 2L STA. 39+18.99 NEW 12" WATER REF. C32 75 2953 0 70 10 7 0 3 65 CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 oLo REF. TIE—IN DET oco o� FOUNDATION) oCN information contained in addenda, chan e orders, or g Mj other available construction information, and information ^, co o 0 00 provided by the Contractor, and by others. HDR has not 60 verified the accuracy or completeness of the information provided to it and does not warrant the accuracy or 38+00 38+50 39+00 39+50 completeness of these record drawings. Users of this ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4TH STREET, SUITE 1110 BELLEVUE, WASHINGTON 98004 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA WELL 11 RA PROFILE information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. CITY OF RENTON tDATE: OCTOBER, 2003 1 Planning�Building/Public Works Dept. PROJECT NO. 3-01-358 MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REvlsloN No. 2 WELL 11 AND 17 SUPPLY PLAN sHT NO. DWG NO. C33 Av SGANNLL- _.UO CD r y