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HomeMy WebLinkAboutR-423805A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. p /q/Vc/=/0.�U o Ui _ � a 12"" CON 111/� � // / � I 22» ECID p 14" DECID O 14�QE� � 7� 0 14" CON m � f � � � � `\ N-- // yak /// -\ ) �'/ 100FTPOND"A" 7/ � P x / ' WETLAND o `'4" DECID / BUFFER Q slL I ASPH } /\�,k\ _ ° 8" lD / 0-12,"DfCID (� O 14" DEC/I — \ \ DEI�CN1S0C815.60' / 77 \ GRA ( UTILITY EASEMENT / �+ / / / — \ / — — 26 — W \ S,O6» PERF. PVC \ If� I ) 1\ AFN.• 99032J1472 / � \� \ 8" DECID 1 74) �� / / uI sSRH X wx w // 1 \ RIM=20.18' p+ FLAG POLES (x3}— � I 1E(E)=3.38' 10-DI �/ 5 / SDMH / �+ I IE S -3.62 S Dl - — — — — _ ( RIM=19.72' l / I O SSx SSx. SSx,\ SS: LL /� — J 0 12» C/D < 0 / j 31 " YD / IE(E)45.90' 12 PVC / ,< — I O / / / ° 9" DECID \ lE S 15.70' 12 PVC / RI \ I W J II 13" DECID Ci /77 / / P / \ — — — — \ \ S/� SDx GRASS SDx I o ECID m SDx SDx —5Bx — SDx . ` 9 — — z L o » CON 21ECIO x 11S i/ 29" DECID ASPH W ( — I / , »\ I /��\ / /) / x NO PARKING NO PARKING NO PARKING co \ U NZ�— — S 43. 6' r�+ � \ 4 ° � 8" DECID I / m p �} / m P I +SDMH SDCB ( l \ _ I � y/ RIM=15.76' � i J I I\ RIM=19.72' I 0 ClD RIM=16, 9� ' / _ / _ / 1�5" lCIL� x 6" PERF. PVC \ / I �23» 'ECID/ i I I / 1� _ — — J �E(W)=15.92' 12'PVC Z I �I )/ 4 0 12" DECND /— I r 5p� / lE(W)=15.52' 4iPVC / /.r ��c / — —— z ��� i / ( O 15"DECK / / AIRLINE 7" C JI o 12" DECID I p+j' / / / �n SDCB CUSTOMER 12" DID �' / / / } I x RIM=19.57' � / ��/� ,� / ° 10 "DECID ( 4"-DECID—" / 1/1V1� +� / / o C / SAWCUTEX /a 10"DECID / / /'` Pl- �/,� ��\ \ J/ �i— / / W / er/ s ASPHALT PAVING / O 14" DECID ' / ' SDMH x / — o ( I PLANTER \ \ ° °o CON / / I RIM=20.49' �' I / / \ l ��` / 0 10" DE lD k� � Q I �oI SDCB ' /'�+ I — J / lE(N)=15.16' 12 PVC / I i1 CO \ / RIM=15 88' \ ' / / lE(S)=1510' 12'PVC / LO O N 0 10 20 40 N U 111=20' Legend r� (� N 79'33'06" E - 46.81' PROPERTY LINE O - - SAWCUT LINE OO REMOVE CURBING CV N REMOVE ASPHALT PAVE Q REMOVE CONCRETE PAVE J �\\\\\\\ DEMOLISH BUILDING REMOVE TREE(S) Existing FENCING MO GAS--GAS-GAS MAIN/SERVICE AGM �GV GM (GV i� GAS METER/VALVE O Q Ss SS SANITARY SEWER N N �SSMH OSSCO )/SSMH X SSCO �A� SANITARY MH/CO � 8"SD STORM DRAINAGE PIPE p ° 10 CON > ` \ / / ° CONC WHESTOPS r , 1' D r 1 SD I 6" PERF. PVC � 7 � I u 0 77 10" CON ' I / / / W1 I I " ° L J � J X^ X X (X YD/CO/CB/CB 2/MH 0 / A / \ \ / �\ O 14" DECID ° ' o Q I \� / I / I I ° o o I W W WATER MAIN REMOVAL W �i s" DECID 1� I o 6„ ' } �/ 4" ,N �{ ` C o ? / 000 I I J N FH��FDC� PI % F�FDC�{'XWVM FH/FDC/PIVNALVE _ �J JCO x 4 ! SAWCUT EX — — GRAB. Y �°F i� �,� N RIMb16.c_ ` ASPHALT' 1\w\� \ // - - - - i - - -- / \ J \ O SCL E ELECTRICAL CONDUIT + \ P /E(SE)=13. llWl� '; 12" DECID I — f - W lu �,� 2 6" PERF PVC s H I LIMIT o r " TELE T T TELEPHONE SERVICE V 5 \ RIM-2 5'� I U TREE PROTECTION FENCING W DECID lE(E)=1695 12'Dl '> / \ / o o a ° ° W PER COR STD DTL 507 W W I 5 n /D AB DO C AND CAP AND lE(S)=16.0�' 12"GONG I �/ W TEMPORARY 0 N �i ST LINE DON EX X } // I - SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx CONSTRUCTION FENCING z W I STO M LINE ' ^ I EXISTING CLASS IV STREAM M' AWING 0S W 0 LU 10" DECID o cn ` x HANDICAP I W STREAM BUFFER x 0 0 CO 0 PARKING N REMOVE EX / ` I ' C1=Cf=ROCKERY REMOVAL W x �z CONC BENCH / _ J LLJ= I P`�Q� \ a'� " I i BUILDING BUILD11LLLJ i o ` SDMH \ \ x 16" DECID X DECID RIM=19.72' Z I / / �Co x \ \ I IE(W)=15.22' 12'DI Q Z p ' ✓ \ ` IE(E)=15.22' 12'Dl Z L J 0 / ^ x \ \ 17" DECID \ 6" CON — x I I O i NOTE: RIOR40 REMOVAL �( THE FI HY RANT, ADEQUA x I \ \ "DECID FIRE P TEC ION MUST BE I Lz D�`ClD i \ PLACE.VERIFY WITH RENTON \� j `\ l REGION L FI E AUTHORITY l W AND CI OF ENTON x ",DECID CONST UCT N INSPECTOR CUT AND CAP SHALL BE _ I Lp I PERFORMED BY CITY OF \ I RENTON MAINTENANCE u' T» DEC' REMOV EXIr TING 2" AIR -VAC SHOPS. ALL OTHER 1901 OAKESDALE AVE SW \ x ASSEM LYAIJD PIPING FROM I DEMO TO BE DONE BY \ \ fv� 1 ITS CON EC ION AT MAIN LIN x\\ x 2�1 (ECID \\ N I CONTRACTOR. EX FIREYD o NT TO BE BUILDING \ REMOVE AND SALVAGED TO 25-2D \ SDCB CITY SH PS. INSTALL 6" MJ I 59,752 SOFT \ RIM=16.13' PLUG IN XIS ING VALVE. REMOVE EX \ \ /E(NW)=13.57' 12'PVC STORM BASIN \\ No \ lE(S=13.55' 2"PVC n i" DECID \ I I o f 1 1 \ \ \ cn 6.7' \ 1 DECID x _ SAWOCUT I 27" DECID x �( 1\ 1\ I I (A ASPHALT x x \ \\ con \ o\ � I 15" DECID 1 DECID \\ \ J R-423805 x C/) C \\ \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS x \ o \\ REROUTE EX WATER \ \ MAIN. SEE SHEET C1.05 N BUI \ � I BUILDING 25 I DEVELOPMENT ENGINEERING 15" DECID \ FOR NEW ROUTE. 25-20 _ \ \ 0 59,752 SOFT 59,75' Wanders 05/10/2023 �. N.. CONTINUED - SEE SHEET C1.05 B. BRO WA �7 �Q 33708 ��SIDNAL o����� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) G E N ERA 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 1"R RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: JAS ONE INCH CHECKED: WCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN IIr W z W U z z Q W for W Q 0 0 Q W 2 U LL 0 W 0 z 0 DATE: 04/24/2023 W FIELDBOOK: PAGE: DRAWING NO: C 1.02 Q SHEET: 5 OF:W 71 � V)