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HomeMy WebLinkAboutS-423804A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C41IIIIIIIIIIIM.02 CO 00~_ CONNECT TO EXISTING WATER SDCB CO CO I I N - - 0+00 J LINE PER COR STD. PLAN 300.4 RIM=21.24' I lE(S)=20.39' 6'PVC I(1)12"�ATEVA E(MJ) I ... I .. IE(E)=20.49' 4 PVC SDCB N (V I _ J / / ' A . CONNECTIO POINT RIM=20.99' < / ` _ / / / - j , I • • 15' WATER EASEMENT, TYP Cw .......... IRRG f... f.... SDx SDx NG . f DI . I-Amm--N-Wxmm=-BMTDx SDx SDx SDx SDx Lu-.-.-.-.--.-.- -.- C 9 VERED 7 \ - - - \ I / / / / I ) I I I Io+ I CW RIM=20.73' Z \�-// / -�\ \`� // / /� I/ I I I Ih J.^. I z z z COULD NOTOREN uj V- - - - �� �\ - - - I- )-� __ . - ./ - . 7 I . - . � . I I . F • R/ =2. I / Z \\` �� �\ �` `� I I �, I I I I ..F. I IE )= z T Z _ _ _ _ _ - - - - _ - - - _ S89 58 50 250.98j_ _ _ I I _a f �V89°58'S0' 40.00'- a I (1) 12 90 BEND (MJ) Ox SDx SDx SDx - SDx SDx SDx (2)12" SLEVES (MJ) I. .I SDCB �.-.-.-.-.-.-.-.-.J.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.�.-. x-.-.-.- IETRIMS2-..0-.-.-.-. - / - W/THRUST BLOCK PER , h - 1E S=17.06' 12 PVC � COR STD. PLAN 330.1 r 9 LF 6 DI CL52 � .. 0+ I _ wx� IWn x I \ � I • � • � � Vd' wx ' SDCB I R/M=20.16' x (1) 12"x6" TEE (FL) I - I T I (2) 12' GATE VALVE (FLxMJ) LU _ -� -I� - - - - - - - 1- - . - . - . , I .... 0/W SEP. - (1) 6" GATE VALVE (FLXMJ) \ I Cr. FIRE HYDRANT ASSEMBLY j I II I•••••••• PER COR STD PLAN 310.1 I I I a I \ / \ I I II I - I N:171538.4 E:1293750.3559 0 I I I III II 1 I... co o 0 \ 111 I ,I I.... x o x I BUILDING IE(S)=20.19' 6'PVC 277.7' O c SDx SDx SDx 'COVERED Cw z I III\ f SDx x SDx x- ASPH Wx wx Wx CUT -IN 12" VALVE (BY CITY - FORCES) APPROX 75 FT SDCB EAST OF CONNECTION - R1M=20.18' E(S)-17.14' 12 PVC POINT. (1) 12" GATE VALVE (MJ) (2)12" SLEEVES (MJ) SDCB I I 11co E(E)=SDCB 9co RIMLu RIM 0.16' =2010n 2 _ 1731' s'CONc x 0 lE(W)-17.52 6 PVC l co I I x TOP(E)=18.15 LL mrI \\ - - - - - \-I o I I.... ~ I I \ I I I I r (s , .... 11 W x CnI I I \ II I ) II I.... I x w Lu o=I '--� -- I - I 'I x I z W o ,R 0 WI Cn I 0 W of II I I... J W 1 1 I.... o I I 0 I �I x Cn x Z 11 1 . - - - - - . - . - .... Cn 0 x � dill ' �� Iiii Till - - - ___=_=-=_=_=_-90 • T J - I° ICI-4- s1. -20J3 ' o I ASPH 3zow x Ico I co .a .. I 1 'I co �� I x co ASPH 15. 'E. a RIM=20.17' 1 W a'� o IE(E)=17.77' 6 CONCI -T Q i II x u x x co Cn 0 °� x SDM . - � I 20.65. / I / - - -�I I OcT IPPE I I I oGPE -. a I x ASPH 0 uj Cn 0 x U) 0 x SDCB RIM=20.30' IE(E)=1553' 61CONC Cn 0 x Cn 0 x 0 x co co SDMH SDCB / / I / -I I I' A I I RIM=20.37' RIM=20.14' 11-T � / I �// I ) I I IE N =1571 ' 12'PVC x IE(E)=17.32' 6 CONC I m I X SDMH I IE(S)=1565' 12'PVC she o I lM 0 RIM=20.43' I �_ I / - �I 1 �O, r X IE(N)=14.96' 12'PVC I � - � I \ lE(S)=14.96' 12'PVCI 1 0 o � o o I I x o I x I I Cn x 1 Ln II I � 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 � I 1IIIIIIIIIII0 1IIIIIIIIIIIM � 1IIIIIIIIIIIM-1IIIIIIIIIIIM m � CONTINUED - SEE SHEET C4.08 0co 0co 0co 0co COVERED cw SDx SDx BOLLARDS o Cw o RIM=20.21 ' IE(W)=10.39' 24'CONC1 1E E=10.39' 24 CONC - SDx SDx wx wx x 7.-.-.-. SDCB RIM=20.07' x IE(S)=16.86' 12 PVC I I I� I� SDCB � V RIM=20.12' 1E(E)=17.33' 6'CONC I W Lu Iu) Lu IW N Lu to SDCB Z RIM=20.13' E(E)=17.39' 6"CONC I Z 0 I ASPH I I I SDCB RIM=20.10' IE(E)=17.22' 6'CONC I SDCB RIM=20.10' IF(E)=17.29' 6'CONC I SDMH RIM=20.28' IE(N)=15.08' 12 PVC IE(S)=14.95' 12 PVC IE(E)=17.42' 6 PVC I I I I SDCB RIM=20.11 ' D Ill WAS�oc� Dig. g Call Before You Di 8-1-1 or 1-800-424-5555 Underground Service USA �O Fes/ 33708 9 '1 S T Egg �� C� '1vAL v 01/�. G E N E R A T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE: As SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON � Planning/Building/Public Works Dept. ~ ° DESIGNED: L DRAWN: ONE INCH CHECKEDJAS WCA AT FULL 3CA1F IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVETB B 0 10 20 40 111=20' Legend N 79°3306" E - 46.81' PROPERTY LINE 12"SS 8" SS @ xx% SANITARY SEWER ISSMH ossco SANITARY MH/CO 8'SD Sp 8" SD @ xx% STORM DRAINAGE PIPE F- , LJ �� ❑®--- O ❑� CIOYDICOICB/CB 2/MH 12" DI W w 12" DI W WATER MAIN FH, �FDC� Pl o Wtm tFDiiPIVNWV FH/FDC/PIV/VALVE Ewl EB El [_1 WATER VAULT/METER SITE/ STREET LIGHTING AS A CONDITION OF APPROVAL: A 15 FOOT EASEMENT IS REQUIRED ALONG THE WATER MAIN INCLUDING ALL HYDRANTS, METERS AND OTHER CITY OWNED COMPONENTS. THE CITY STANDARD UTILITY EASEMENT SHALL BE REVISED AND/OR A MAINTENANCE AGREEMENT SHALL BE PROVIDED SUCH THAT RESTORATION OF THE PRIVATE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO, TURF AND FENCES) ENCROACHING WITHIN THE NEW EASEMENT AND WITHIN THE EXISTING EASEMENT AREA ARE THE RESPONSIBILITY OF THE PROPERTY OWNER/GRANTEE. EASEMENT AND/OR MAINTENANCE AGREEMENT SHALL BE REQUIRED PRIOR TO CONSTRUCTION PERMIT CLOSE OUT. AS A CONDITION OF APPROVAL: THAT PORTION OF THE EXISTING EASEMENT (KC RECORDING NO. 1 9990323 1 472) FROM WHICH THE WATER MAIN WAS DEMOED SHALL BE RELINQUISHED PRIOR TO CONSTRUCTION PERMIT CLOSE OUT. LO O N N 6 1 u H H N a J T CD m O O N Lu Z Lu CU Z Z a oC 06 Lu a 0 a S-423804 W-423804 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS U LL DEVELOPMENT ENGINEERING C/) NJanders 05/10/2023 0 cc Lu 0 WATER UTILITY WASTEWATER UTILITY Z ABDOUL GAFOUR 05/12/2023 jstowel l 05/15/2023 DATE.0 SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 Lu & TRAINING CENTER RELDBOOK: J RENTON WASHINGTON PAGE: 7 DRAWING NO: UTILITY PLAN C4.05 Q SHEET, OF: Lu 46 71 (J)