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HomeMy WebLinkAboutR-417883NW 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. SEE SHEET C6.15 FOR CONTINUATION STA. 20+79.93, 34.50' LT 0 TEMPORARY BLOW OFF PER COR STD 340.2 STA. 21+39.05, 2.71' LT FIRE HYDRANT ASSEMBLY 203 LF 12°DI V4.1 122.54 TA. 19+42.27, 34.50' LT 33 LF 12° DI VRd WITH 4' COVER PER COR STD PLAN 310.1 1 ^ 1j.. IJ BEND (MJ) (1) DEADMAN BLOCK, SEE DETAIL 20/C6.35 (1) 12°x6" TEE (FLxFL) 1 ell.�1 STA I2 +STA. 19+02.01, 34.50' 1) CONCRETE BLOCKING (1) CAP (MJ) (1) 12" GATE VALVE (FUMIJ)45- 11.25' BEND (MJ)IR VAC AT HIGH (1) 6" GATE VALVE(1) �(B DC (1) CONCRETE BLOCKINOINIT ON 12° WM (1) 12" (FLxMJ) ADAPTERSTA. �)+ 5. (1) CONCRETE BLOCKING 1 45' BEND (M 39 LF 12°DI WM356 I \ d I(1) CONCRE BL� a e 15' UTILITY EASEMENT 1, /I SSMH ry5 MIXED -USE BUILDING A L SSCO SS 8" IE = 342, 0 2.00% KfLfl 116NI K 1101 K 1111 Kl:1.7 o 136 LF 12"DI WM SSMH #6 1?t N"Ayyk EE NE T •- _�30 LF 12"DI WM �tinn w ` bi V ST . 21+11.93 �� STA. 20+79.93, 2.71' LT -- SSCO (1) 1" IRR METER 12°A2" TEE (FLxFL) AND DCVA BACKFLOW ' SS 8° IE = 347.66 (3) 12" GATE VALVE (FLzMJ) (1) 1° IRR POINT OF 0 2.00% (1) CONCRETE BLOCKING CONNECTION 18+20 18+40 18+80 19+20 19+60 20+00 KEY TOP DIA DEPTH TO APP. IE BOT UTILITY DIA DEPTH TO APP. IE VERT. UTILITY TOP UTIL BOT III CLEARANCE Oj WATER 12" 41" 351.38 STORM 1 12" 116" 346.12 4.26' 0 WATER 12" 64" 351.60 STORM 12" 70" 350.00 1.60' Call 811 Obefore tw0 businessdays you dlg N0. 20+40 CIVIL CONSTRUCTION PERMR CIVIL CONSTRUCTION PERMR RESUBM17AL REVISION 20+80 BY I DATE I APPR 21+20 5 LF 12"DI WM I—SIA,l21 dd• ti[n Z 1\ KEY PLAN STA. 21+8 .64 NTS 45' BEND ( J) (1) CONCRE BLOCKING 22+38 I s�BL I CONNECT TO EXISTING 8°x8" CROSS 0 3 LF 12°DI WM \ CONNECTION PER CDR STD PLAN 300.5 O ty \ REMOVE EXISTING 8" MJ PLUG FROM 8" GV co 00 _ �_ 55 55 �ONNEG15T0-8`GV-ss ss ss ss ss 1 i -- 45' BEND (MJ) O (1) CONCRETE BLOCKING 0 N "CI (1) 12"x8° REDUCER (MJxMJ) SEAS WM (2) DI SPOOL J - 5 ZONE) (1) 8" SLEEVE (Ml Z EXISt G 16°CI VRd INE) < Fy 370 REFER TO SHEET Cl & Cl FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES Ch I co 365 0 LEGEND 000 — — — — PROPERTY LINE/ RIGHT OF WAY LINE EL 360 CENTERLINE SANITARY SEWER 355 ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB 350 • WATER N GATE VALVE 345 CONCRETE THRUST BLOCK Y HYDRANT 340 r MECHANICAL JOINT / CAP Fs FIRE LINE BLOW OFF 335 PIV • FDC S-417807 21+60 22+00 22+40 W-417$07 R-417883 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �'� oy NA,ayvFc�d DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 10 20 40 - lcpffmsippo 04/07/2022 O JStowell 04/04/2022 O 1 inch : 20 k. HORZ gay I6015th Avenue, Suite 1600 0 2.5 5 10 RA�RecISrexB�`�y6' Seattle, WA98101 WATER UTILITY 93tONAL Who 3W.633.5622 '� 1 Inch ` 5 ft.�T 3/11/2022 w .kpff.cam agafour 04/07/2022 M„AS NOTED °�°"`�"""°'°"^°°' AIIIIIIIII CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 �� DnruM Planning/Building/Public Woks Dept. WATER AND SEWERC6.12 JEFFERSON AVENUE NE PLAN AND PROFILE 83 43