Loading...
HomeMy WebLinkAboutR-42380900 co I N I I I I I I II / I I I I I I I Lu I I I I I I I I �� LJJ W A I I I I J� RE W I ASPH U c) Z I I I I I z I I r\ I Q I I I I I II II II III I I I l lr 06 U) W Q c) I Im � aui REMOVE IRRIGATION 1` VALVES AND CONNECTED U C APPURTENANCES u r U) Er W W 0 Lu = -- \ / \ _----- -- \ W —S SID SD SD SD O W ASPH \ W - w J 1 4 Lu Z -- \ / f1/ I/ r f 1 J ( X ACID l I' I\ \ S89758 50 W 290.98' B.BR OF WAS 10 O 7 33708 oN� oA/SA/ti" 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 = STUDIO A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.05 lE(E =16.38 6 CONC )_ 6 REMOVE EX X a I — — — LIGHT POLE I v O 91\� I o N \ N s°ce co I 0 10 20 40 SOP 41596' 0/W SEP. 1 "=20' r— / o I J I\ I x I x I Legend Cn L, \ \ to X I I N 79°33'06" E - 46.81' PROPERTY LINE (� o v oC0 ASPH v I LCO ASPH I oco ASPH SAWCUT LINE O x \ / i ASPH �C0 °0 Cn SDCB I co SDCB REMOVE CURBING N \ cn I l- • 1 RIM=20.15' I RIM=20.15' N 1EE=16.44' 6""GONG lE(E)=16.36' 6'CONC REMOVE ASPHALT PAVE \ \ 1 S&B () I Q \ � )RIY=20.;8' Cn I I REMOVE CONCRETE PAVE J ( / 1 \ToP(s)=115.9q0/w sff I o I DEMOLISH BUILDING v I I " 9 REMOVE TREE(S) x I — Exisfin9Den�� Cn X FENCING M \I \ o X I GAS GAS O GAS MAIN/SERVICE I II 1II Cv I mGM mGV XGM MGV GAS METER/VALVE QREMOVEEX C0 co LIGHT POLE N SS SS SANITARY SEWERSD SDCB RiM=21s' SSCOlM=_20. i )SSUH I(r IE(E)=15.54' 6 CONC IE(S)=1358' 18'CC xa lE(E)=12.83' 18Cl V 8"SD SD SD STORM DRAINAGE PIPE \ y v I n I x I SDCB IN L J r XX X Ix YD/CO/CB/CB 2/MH R1M=20.14' I � _ SAWCUT EX I pG o Cl) IE(E)=16.35' 6"CO I w w WATER MAIN REMOVAL — — ASPHALT PAVING 0• " I FH FDC PlV WV F FD P WV � o o ) y FH/FDC/PIV/VALVE v - S B ) 2» C I I p SCL E ELECTRICAL CONDUIT ASPH l - v SDCB • ASPH " R1M=20.15' U 2"" TELE T T TELEPHONE SERVICE �I � I I IE(!N 14.01 ' 12 PVC o a ko Z(W)=14.01' 12'PVC 5 I �/� TREE PROTECTION FENCING x \ u.l PER COR STD DTL 507 0� I w TEMPORARY Sox SDx 5 \ = CONSTRUCTION FENCING P 0 1 Cn EXISTING CLASS IV STREAM sD sD I � IsDx x � I sDx � x W STREAM BUFFER o — — SDMH C0CDGCC0QC1XD0C1XD0 ROCKERY REMOVAL x I RIM =20.55' " REMOVE EX I I IE(NE)=15.70' 8'CONC I W LIGHT POLE I - IE(W)=13.20' 24 CONC -T I = l IE(S)' 15.60' 12 PVC v Z G � x � IZ \ i I REMOVE EX CURB I I Q I I m AND GUTTER S I SDCB SDCB V P 1 RIM=20.18' v RIY=20.19' II I II m P o = .5 V I lE(E)=17.47' 6"CONC x IE(E)=16.25' 6"CONC I I I_ RlM=2u. / / I I I I I I I TOP( )=16.84' 0/W SFP Ii IIII f o I DH x ASPH ASPH ui II x x Z I I I -- I I I I I co °0 w •°0 U I REMOVE EX 0 1 (D I LIGHT POLE I bjy o I o I I Z Aft t= Z RIM=20. >9" I TOP(4)=1719' .VW —SFo I I J o s°ce Q SDCB x R1M=20.26' I I x I I R I RIM=20.31 ' lE(=16.36' 6 PVC 1E(E)=17.59' 6'CONC Cn 06 SAWCUT AND X I (n I ( I (I " REMOVE EX ASPHALT I I I 1\ \I \\ I PAVING AND CURB y 1 n I Lu I o I / SDCB " llWlJ INr 11WIT� llWl� I I RIM=20.15' j(N)=15.07' 12 PVC DE�ID I (NE)=15.28' 6 PVC 1 (E)=15.14' 12 PVC SD XX1 1 IE(N)=16.06' 12 PVC IE W =155 12 PVC 0 1 a I I R-423809 = X I \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS U DEAD �— — " DECID t LIMI LIMIT LIMIT IMIT LIMIT U) DEVELOPMENT ENGINEERING r� Wanders 05/10/2023 Lu mom CONTINUED - SEE SHEET C1.11 z Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: DATE: wH PACIFIC HORIZONTAL- NAvo 19M CITY OF SEATTLE SOUNDERS FC HEADQUARTERS LLJ AS SHOWN HORIZONTAL• NAD 1983/1991 04 24 2023 DESIGNED: & TRAINING CENTER J M LVR FlELDBOOK: RENTON PAGE: DRAWN: JAS • RENTON WASHINGTON ONE INCH DATUM � DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DEMO PLAN C 1.08 WCA Q IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: 1 OF: Lij TBB I 71 r )