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HomeMy WebLinkAboutW-41780500 mFssso 1 0 \ ro r o �o � %o s s \ I� O STA. 11+38.69, 34. 7 oy a�`'o +, \h ` TEMPORARY BLOW OFF PER CDR STD Po -�, s 33 LF 12" DI WM WITH 4' EXISTING,12"DI ' I (1) DEADMAN BLOCK, SEE DETAIL 20, LU WM (565 Z6 (1) CA H B° ' 3&TA. 11+28.690 34.50' LT 8" IE=332.64 \ STA. 11+06.67, 1.78' LT a�+xm 45' BEND (MJ) ySCI ogsaoyc y STA. 11+0344, Y. 1) CONCRETE BLOCKING 15.0 45 BEND (MJ)` Q W J O C7 00 � Q 1 6 XISTING 12 x6 TEES(MJxF N NTH PLUG do THRUST BLOCKIN d REMOVE PLUG/BLOCKING'AND (r CONNECT NEW MATER MAIN F- DIRECTLY TO EXISTING TEE' PROVIDE TESTING AND FINAL CONNECTION DETAILS IN LINE WITH 'v STD PLAN 300.5 °y aD 'p;% EXISTING HYDRANT - I` �q 0, TO BE REMOVED, SEE s r ° O° " "'3� DEMOLITI PANS L e(r iy 9ss 0' d 355 350 345 340 335 330 325 320 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. LT STA. 11+53.39, 2.00' LT 102 (1) 12"1 (FLxFL) > M R UTILITY (1) 12" GATE VALVE (FLxMJ)i. ' 5 EASEMENT (1) 3041GATE VALVE (FLxMJ) STA. 11+75.27, 2.00' LT I J) (1) 12" FLxMJ ADAPTER FIRE HYDRANT ASSEMBLY (1) CONCRETE BLOCKING PER CDR STD PLAN 310.1 STA. 11+62.65, 2.00' LT (1) 12"x6" TEE (FLxFL) r (1) 12`x3°aTEE (MJxFL) (1) 12" GATE VALVE (FLxMJ) r 0 15.0' (1) 6` GATE VALVE (FLxMJ) N (1)R3'a'GATE VALVE (FLxMJ (1) 12" FLxMJ ADAPTER (1) CONCRETE BLOCKING (1) CONCRETE BLOCKING er-- x "Ik 12" DI D '2 o. 10 LF 12" DI WM +0 w I N 31 LFs"DI WM 1 LFS612DI r SSMH 2 s c + f (1).12"x12" TEE (FLxFL) SSCO (2 12" GATE VALVE (FLxMJ) SS 8° IE = 33i1.51 a (1) 12" FLxMJ ADAP 0 2N0% ER C (1) CONCRETE BLOCKII C 3" DOMESTIC,W"A'TER C6.18 ERER CDR S PLANCE P3204. DCVA BACKFLOW LOCATED WITHIN MECHANICAL ROOM, SEE MEP FOR DETAILS. +JEFFQRSONEwUE NE P a , •O to 0 sB' SD p m sD o J 179 LF 12"DI WM m U ps 7----5 x 4 55 SO ? W 1 V N • • •1 ME _ ME 15'+� MECHANICAL TRANSFORMER " I '' ROOM (TYP) STA. 12+36.LT \ TA. 11+85.56, 2.00' LT ARE HYDRANTT ASSEMBLY `3f COMMERCIAL WATER SERVICE C (1) 12"x6" TEE (MJxFL) PER CDR STD PLAN 310.1 MIXED USE BUILDING B PER CDR STD PLO 320.4. C6.18 (1) 6" GATE VALVE (FLxMJ) (1) WAN TEE (MJxFL) RPBA BACKFLOW LOCATED WITHIN (1) CONCRETE BLOCKING (1) 6" GATE VALVE (FLxMJ) MECHANICAL ROOM. SEE MEP FOR DETAILS. (1) CONCRETE BLOCKING 10+00 10+40 10+80 11+20 11+60 12+00 12+40 KEY TOP UTILITY CIA DEPTH TO TOP UTIL APP. IE BOT UTILITY CIA DEPTH TO BOT UTIL APP. IE VERT. CLEARANCE Q WATER 12" 46" 335.59 STORM 8" 71" 334.13 0.79' Q WATER 12" 49` 336.64 STORM 18" 770 335.31 1.33' Q3 WATER 12" 49" 337.25 STORM 8" 69" 335.92 0.67' ® WATER 12" 49" 340.22 STORM 8" 82" 337.80 1.75' Call 811 • two business days before you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 12+80 BY I DATE I APPR 13+20 13+60 0 10 � 40 1 inch = 20 fE HORZ 0 25 5 10 1 inch = 5 R. YERT COME AS NOTED "",, a ""° °°n°°' OKI DATUM IF NOT ONE INCH KEY PLAN NITS REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES NOTES: 0 CONNECT TO EXISTING WATER MAIN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES WITH ENGINEER. O2 CONNECT TO EXISTING SEWER. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES WITH ENGINEER. CAP SEWER AND WATER UTILITIES FOR FUTURE EXTENSION. O3 EXTEND AND CAP SEWER AND WATER MAIN FOR FUTURE EXTENSION. CONTRACTOR SHALL MARK THE LOCATION OF THE UTILITY STUB WITH ABOVE GROUND STAKE AND FLAG. ® SEE SHEET C6.02 FOR ADDITIONAL WATER AND SEWER NOTES. OS REMOVE EXISTING SANITARY MANHOLE. © POLY PIGGING STATIONS PER CDR STD. PLAN 300.6 AT CONNECTION TO EXISTING WATER MAIN. 7. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB w WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT r MECHANICAL JOINT / CAP —�— FIRE LINE BLOW OFF 1% PIV S-417805 FDC W-417805 14+00 R-417881 lcpff IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 JStowell 04/04/2022 16015th Avenue, Suite 1600 Seattle, WA98101 WATER UTILITY 205.622.5812 w .Rpffxonn agafour 04/07/2022 ' IIIIIII CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 Planning/Building/Public Woks Dept. WATER AND SEWER C6.10 JEFFERSON AVENUE NE PLAN AND PROFILE 81 43 1 1 55 50 45 40 35 30 25 R O N O O O N A 1n O co O O O O N J CM M M O O O DO T .,