Loading...
HomeMy WebLinkAboutR-41788500 7 O V LU Q W J O U) 00 n N I Er W N T ri N I NVV 1/4 OF THE NW 1/4 AND THE NE 1/4 O_ F THE NVV 114 SECTION 99 1 MIXED USE BUILDING A STA. 22+99.76, 0.00 SS 8" IE = 338.21 (1)6" GATE VALVE (FLxFL) SSCO ®2 00X g" �� EXISTING 12' DI WM (56 ZONE) ne I oHJ ,SSMHD#10. p. °I — 1• D, °S CONNECT (3) 12" C N ss ss - ss ss ss ss ss ,.. I25+'00 `ft�a e 0(1) CONCI g82 LF 12" DI WM 78 LF 12" Dla o0 11T STREET D 12D CONTRAC' ¢" 23 00 2 CONFIRM N= w r DD N EXISTING . a ENGINEER z W So SD Sn--, SD S% �CONNECTI JW � 5 p Q D M LJ� M m " I o wm na D D D 24+62.98, 15.35' R A STA. 23+83.62 ---SSCO STA. (1) 1" IRR METER AND DCVA BACKFLOW SS 8° IF = 338.79 FIRE HYDRANT ASSEMBLY (1) 1" IRR POINT OF CONNECTION 0 2.00% PER CDR STD PLAN 310.1 D MIXED USE BUILDING B (1) 12"x6" TEE (MJxFL) 3 (1)6" GATE VALVE (FLxMJ) •, a, ,� 8 j (1) CONCRETE BLOCKING w I 375 370 365 360 355 350 345 340 335 AT ¢ OF AT CL OF 78 LF 12" DI WM STA. 24+22.77, 1 UNE 0 I PROVIDE ETHAFOAM STA. 23 BLOCKING FOR LESS i EL=353. Lj THAN 1.5' UTIL SEP 3 'A� 80 SS CONNECTII —12" GATE VALVE (FLxFL) STA. 24+02. STA. 22+99.96 '.. IE=338. EL=348.2$ _... 180 LF 8" C900 PVC SSI,0 0.75% STA, 24+31.78 EL=359.17 8" SO XING 23+20 23+60 24+00 24+40 Callness da811 two busiys • before you dlg N0. IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND COMPACTED'.. BEFORE EXCAVATION STA. 8" SS CONNEC STA. 24+17.79 CONNECT TO EXISTING 12" WM IN SUNSET BLVD 24+80 EXISTING ST( STA. 1 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 25+20 380 375 EXISTING 370 BY I DATE I APPR 355 350 345 340 335 \ IP 23 NORTH, RANGE 05 EAST, W.M. WATER MAIN(6) POTHOLE AND LOCATION OF NO NOTIFY CONSTRUCTION. R STD. PLAN / ry93C'S6 .y. 2 KEY PLAN NTS KEY ETO DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APP. IE VERT. U TU ry TOP UTIL BOT UTIL CLEARANCE 101 WATER 12" 50° 1 349.11 1 STORM 1 8" 1 71" 1 347.82 1 0.75' 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 LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK w HYDRANT f MECHANICAL JOINT / CAP PSFIRE LINE BLOW OFF A PIV • FDC S-417809 W-417809 R-417885 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q� oy NA,ayvFc�d �4°M1� fro N DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 0lcpff msippo 04/07/2022 O JStawell 04/04/2022 O 1 inch = 20 fE HORZ 49 I6015th Avenue, Suite 1600 0 25 5 10 osa.Rd'L'isreR�`{4� Seattle, WA 98101 93fONAL ' 26.622.5822 WATER UTILITY 1 Inch =slit. VERT 3/11/2022 w .kpff.cam agatour 04/07/2022 M". AS NOTED RIZ"`"""°'°"'^°°' CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD RENTON, WA 98056 �� DnruM Planning/Building/Public Woks Dept. WATER AND SEWERmC6.14 "` ° NE 11TH STREET PLAN AND PROFILE 85 a3