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HomeMy WebLinkAboutS-423806A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C4.05 CO Cn ti ___II _I _I _.rIII I,.7I� WOMEN! _WOMEN! _/ _ /_�' /I___/ /_/ rl____I�J_I Il _rl _/ MINIM MINIM , _(xo ___ N(3 ) 1 1 I - 1EE6.38 C-q/ � a sD NN o SDCB x U W I I I I l o ' RIM=20.14' X I - �- \ _� fil ' #li i96 S x , IE(E)=15.59' 6'CONC Cn I i ox I I•co ASPH ° co x co W ASPHZ •co SDCBW RIM=20.17' 1 co lE(E)=15.3' 6'CONC - j� _9Wsz I I /f I I I\ 1 r o �� o II I ICn X o I I X I 1° -- - ,��\'I I Qal_.-I � 06 - - - - - - \ / / �) 0 0 I I I l I de X r If. �8' 7 CON . XGE xdS x4S \ \ � / / / I / � � 1 1) I / I` l E) J r 1 cQN a Cn LU - • - • - -� - IQ 1111, W SE . 0 x SDCB SAWI Cn p RIM=20.20' U I I \ \ R/M=20.61 ' SDCB /E(N)=13.33' 12'PVC /E(N)=121 T 18'CONC III ASPH RIM=20.15' 1E(W)=13.10' 18'CONC Cn \ CONCa 1E(N)=13.63' 12 PVC V ' I ..\. lE(W�1�'i12'P C - xp �I lE(EJ=13.65' 12'PVC lE(S)=13.38' 12'PVC I ASPH Er � \ IE(E)=12.06 24'CONC p X 1) \ \ W w I - SDx SD I SDx Cn-.-.-.-. .-.-.-.- 11-�, .-.-.-.\-.-.-.-.-. I � • .................. .................. • .- - - -:-, ----------------------- - - a \\ I I I \ I 4 ° d 7 _ a� a ec ..a . I 4 ° ° 1 ° 1 rop -71 I I faAl ASPH a°Ia I. \ \ \ \ \ \ \ \ I .) FFE=21.50 I a SS#05A SSCOI I I I RIM=23.00 -A IE=18.14 8"(IN)W I a ° . a IE=18.14 8"(OUT)( ` \ \ \ \�INTERNAJ TE: tr i 2 LF 8" PVC @ 15.4`)/o I RPBA►s ► ►N a I IE=18.5� 1 S B PUMPHOU SEE SHEET a 5 LF 12" DI CL52 \ 93 AND C ITION OF (1) 12"x4"TEE (FL) I APPROVA (1) 4" GATE VALVE (FLxMJ) (THRUST BLOCK PER a.. IA OR STD. PLAN 330.1 I I � I f +11 °11 CF 12" DI CL°5� j (112".POLY PIg1STA�T ION AT I ;j \ \ \ \ \ \ r \ \) \ 1 1 ATER MAI Pll E.-.R I+0dI.: . SD 1°PLAhRlM-I1Q2,CC ° STA 10+ 0 a 10 L� 41 DI CE52" ° I ° I =41&2"PEPl*- 49 LF DI CL52 - �I - 7 l Q° 2" WA METER, PER ° C6R.STD.D;FL320.2 ( I .. .4"WkTERMETER, PER a a I a CC)R�TDddJTL 30.4 ° . A �. - / a I . . Q S89-5850V 290.98'� / �` ��29LF4 bl-CL52 -. n i -��-=�--�--- -3-----r------------ --� CONTINUED - SEE SHEET C4.11 OBBw��� �Q 33708 0\ tip G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com IN STUDIO IR•] REVISION I SDMH IE(N)=12.03' 18CONC IE(W)=12.13' 24'CONC -#€j=12:09'�4'CONC I J IISDCB RIM=20.15' IE(S)=15.57' 12 PVC I I x II ASPH I 1 � I 54 LF 8" PVC 6.3% X • (1)12"x6" TEE (FL) I •co 1 co (1) 12" GATE VALVE (FL MJ) Z (1) 12" FLxMJ ADAPTER„ 1 (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR D. PLAN 310.1 STA 10+16 SS#05 DC x n �. i -AA R 8 (IN)1N � I IE=14.67 8"(OUT)E 1 PER COR STD. PLAN SAND 401.2 PRIVATE %mm j 23 LF(n 4 I I 0 1 EMENE EMENE )_ 6?' 77 Cn o X I N 0 10 20 40 N I V I 1 „=20' I Legend � x 1 Ln ASPH •co I N 79'3306" E - 46.81' PROPERTY LINE ASPH • I J2"SS ss 8" SS @ xx% SANITARY SEWER CO X SDCB c0 SDCB �SSMH °SSCo O SANITARY MH/CO CV RIM=20.15' I RIM=20.15' CAI 0E)=16.44' 6"CONC I IE(E)=16.36' 6'CONC 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE Q L J IV ❑® • ❑■ CIO YD/CO/CB/CB 2/MH J � I 12" DI W 12" DI W w WATER MAIN FH FDC PlV WV F� WV _ _ I ° � tl DPIVN FH/FDCIPIVIVALVE x EW EB 57 WATER VAULT/METER O CY)O SITE/ STREET LIGHTING O v 1 •co I X CAI 1 SDCB RI11=20.18' L.L IE(E)=15.54' 6"CONC 7-1-�SDCB IRRC RIM=20.14' 1 0 0 /E(E)-16.35' 6 x I -- x SDCB RIM=20.15' � V IE(N)=14.01 ' 12'PVC IE(W)=14.01' 12'PVC � /`'\ W SDx 5F 5" - SDx S SDMH RIM=20.55' x IC( NC 8 CONC IE(W)=13.20' 24 CONC 1%E)=13.20' 24 CONC IE(S)=15.60' 12'PVC v x SDCB RIM=20.18' x 17.47' 6"CONC x X ASPH x x Cn SDCB Xo RIM=20.31 ' IE(E)=17.59' 6'CONC (1) 12"x6" TEE (FL) (1) 12" GATE VALVE (FLxI8J) 2" FLxMJ ADAPTER x (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR LAN 310.1 � � 1� JIW1� � �� = • ICn W x I� I to { I� Z + I� LLJ to sDCB U RIM=20.19' i } 1E(E)=16.25' 6'CONC I I ASPH I - 1 •co SDCB RIM=20.26' IE(i 16.36' 6 PVC I 15' WATER { EASEMENT, TYP I I / --- 175LF12"DI CL52 --- -- ---------------- 9 LF 6" DI C 2 (PRIVATE) -------101 LF12"DI CL52 11+50 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - r�' 1 t Immom mm LIMI mommi mimimi -NN11--1- - - LIMIT mommmi mumm momm T (MIT L MIT -j SENSE WOMEN! MINIM MINIM lSENSE mmumi mimimi mimimi mimimi mimimi mimimi mimimi mimimi mimimi imimmi mm'mm mommi mummi mimimi Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: �:._. ML RENTON DRAWN: JAS ONE INCH DATUM • CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB W Z W CU (D Z Z a 06 W Q 0 S-423806 W-423806 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS U LL DEVELOPMENT ENGINEERING r NJanders 05/10/2023 IIr W 0 WATER UTILITY ,� WASTEWATER UTILITY Z ABDOUL GAFOUR 05/12/2023 jstowel 105/15/2023 0 SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 LLLU & TRAINING CENTER RELDBOOK: J RENTON WASHINGTON PAGE: 7 DRAWING NO: UTILITY PLAN C4.08 Q SHEET: OF: W 48 71