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HomeMy WebLinkAboutW-4178080000 T 7 C) 6ti , PS E LU �� o� -0�(:��1c I 120 VA LL J 20+00.00 NE 11TH 30+00.00 HARRING 00 n N I F- W N n N I SEE SHEET C-6.15 FOR CONTINUATION EkXISTING 8 D I II °I 1435, ZONE) s LLJ 25 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. SEE SHEET C6.12 FOR CONTINUATION I ( STA. 21+43.10, 33.35' LT 240 LF 12" DI WM- TEMPORARY BLOW OFF 1I PER COR STD 340.2 52 LF 12° DI NM N1TH 4' COVER UTILITY (1) DEADMAN BLOCK, SEE DETAIL 20/06.35 EASEMENT STA. 22 8.18, 0. - SS Be IE = 337.68 (1) CAP (MJ) =STA. 16+97.3 2.05' L q 0 2.00% (1) 12"x12" CROS FLxFL) 30 LF 12" D WM SSCO _ (4) 12D GATE VALVE ( MJ) CONTRACTOR TO OTHOLE r !-- AND FIELD VERIFY MISTING 15.0' 4 - GAS LINE INVERT. SSMH A7 $ ET= •.. S2 Q 1L N 1 T s 15 LF 12' DI WM ♦ 109 LF 1 " DI�WM 21+00 N- war`, E 11TH STHL T -16 a CAP- END -OF -SEWER- BEFOT --HARRINGTON-CENTEV STA. 1g+971 EXISWM 1OE) WM 565 ZONE ffffff+++J��jjjj OSTA.20+00.00 I2' o 45 DEGREE BEND I(MJ) (1) CONCRETE BLOCKING d� REMOVE EXISTING 12" 9J F?F AND BLOWOFF. I CONNECT NEW 12""WATER MAIN PER CDR ST) PLAN 300.5 1I 365 360 355 350 345 340 335 330 3 15 0' I 83 LF 12" DI WM e :4T . 2 D---_- SD----� + Tcn + I (�.... +:: �h P�. of _o e a D" TA. 0+33.6310.0 SSCO 45' BEND (MJ) 15.0' 15.0' SSMH4 (1) CONCRETE BLOCKING N - ARRINGTON PL NE STA. 30+11.30, 21.31' RT L _ UTILITY EASEMENT NE 11TH STREET STA. 20+19.89, 11.85' LT STA. 21+43.10, 33.33' RT O3 D (1) 12"02° TEE (FLxFL) SS 8" IE = 337.36 TEMPORARY BLOW OFF GATE VALVE (FLxMJ) 0 2.00% CDR STD 340.2 STA. 21+43.09, 0.00' 52 L ° DI WM W1TH 3' COVER (1) 12"x12" CROSS (FLxFL) (1) DEADM LOCK, SEE DETAIL - 30 LF 12° DI WM 3Sp (4) 12" GATE VALVE (FLxMJ) (1) CAP (MJ)� P ; � o 0 wa D + D • L N V P e f y W e W J P f x gall n. SD Z N a o ME I f •P II, Z03 � o h .`S5 w L L� APP I SEE SHEET C6.11 FOR CONTINUATION SSMH A. 48" STA. 17+07.34, 8.00' RT SS.,, H 7 48" I,. L,. RIM=353.66 '.. '.. '.. STA. 21+33.181 10.00' LT 8" IE IN=336.32 (NE) I.. RIM=352.04 8"..IE IN=336.32-(NW) PROPOSED GRADE AT OF ROAD 8° IE IN=337.21 (NE) 8° IE IN 336 (SE) 8' IE IN 336.47(SW) 8° IE OUT-3332 6.22 (SW). EXISTING GRADE AT q OF ROAD 80 IE OUT=337.11 (SE) g - - - - -��, -- _... MATCH EXISTING - ------'�- - - ------ - --- STA. 21+64.04 - - - - - EL=349.67 Be SO XING _ 75LF 12" DI WII 83 LF 127 DI WM 15 LF 12" DI WM 109 LF 12° DI WM 1 _. _. 12"x12° STA. 21+26.02 STA. 22+28.18 30 LF 12° I WM EL 348.96 12°x12" (FLxFL) EL=347.81 1„ z STA. 20+33.63 18"''. SO XING '',, STA. 21+43.10 '', STA. 22+18.08 . EL 344.35 EL=345.20 EL=342.99_-. F - 45e BEND (MJ) -- 12" SO XING _. 18" SO RING (1) CONCRETE BLOCKING 105 LF Be C9D0 PVC SS 0 0.75% CONNECT DIRECTLY TO '',. 12°x12" (FLxFL) _. .EXISTING 12" WATER MAIN STAB-20+19.89 STA. 20+00.52 ',, EL=344.27. 45' BEND (MJ) 120 SO XING EL=344.84 '',, ',, SEE SHEET',, C6.15 SEE SHEET I..C6.15 m Opp `t M c Of m M T 1n oo ^ r N V V FIB M M M M Nt M 20+00 20+40 20+80 21+20 21+60 22+00 22+40 1 CNIL CONSTRUCTION PERMIT JON 103/12/211 JET 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JET CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 12/14/21 JSF Ca 811day a3 two busillness s before you dig N0. REVISION BY DATE APPR 365 360 355 350 345 340 335 330 2 KEY PLAN NTS KEY TOP DIA DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APP. IE VERT. UTIUTY TOP UTIL BOT UTIL CLEARANCE Q1 WATER 1 120 1 490 348.05 1 STORM 1 8" 1 73" 1 346.55 1 0.50' REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET 06.02 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 Y HYDRANT r MECHANICAL JOINT / CAP ES FIRE LINE BLOW OFF PIV • FDC S-417808 W-417808 R-417884 MEOW IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA,4y��4C� i4°M1�"o N DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 10 zo aDIT msippo 04/07/2022 O JStowell 04/04/2022 O 1 inch = 20 11 HORZ sell, I6015th Avenue, Suite 1600 o RACISTBR� Seattle, WA 98101 0 25 5 m �9NfONAL'` WATER UTILITY 306.6II.6622 1 inch - 5 H-YERTH-PERT 3/11/2022 w JcpTf.cam a0afour 04/07/2022 ' M". AS NOTED °" "'°'°"^°°' CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 �� DnruM Planning/Budding/Public Works Dept. WATER AND SEWERC6.13 NE 11TH STREET PLAN AND PROFILE 84 43 O N O O O N Z LO O co O O O O N Q J LM M M O O O ao a