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HomeMy WebLinkAboutR-423854A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C5.05 IIIIIIIII MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM IN MINIM MINIM MINIM MINIM III MINIM IN MINIM MINIM MINIM IE E 116,J8 6 I I I I I I I / �I / I I' I CY)� x - I �, I SDCB o x � \ I <- 1z- . . �l �Ir \ 415.96 -W I �i IE(E)=15.59/' 6 "CONC I I W o Cn �co ASPH o co x I x I Z ! rco I I I I SDc6 VI I I I I I ti I I I R1M=20.17' I' - / I I I I J - - - - - � � lul sx lE(E)=1563' 6'CONC � Z I`I t' I I I I I I I I I / (f / � \r0(s-��✓� j I I co Cf) �I Cn 0x06 / NEW 01� VERTICAL cl T- xj CURBW xas xasQ x / o Q �I� CONCRETE SIDEWALK _W PERDTLo- o SDCB I iSDMH REM=20.20' 20.6SDCB IE()=13.33' 12'PC lEN)=1217' 18'CONC R1M=20.15' IE(W)=13.10'18'CONC Cn ° lE(N)=13.63' 12'PVC/E(W)�99 11 24 CONC lE(S)=13.38' 12'PVC II -J�II LL ASPH N cn IE(E)=1365' 12'PVC aLLJ. () lE(E)=1Z0o 24'CONC \ CnUwU r S�-J hp 'I \� \ --_ -/ -\ �/ // 'I , �� SDx SD ~ SDx -------- 7- ap�4. V 1 W - 1 I I 0cn W \ I I J w I PATCH ASPHAL PER COR STD. PLAN-110 4 �o L---------------- ' _________- U O d f 111111111���117TOF(.,, N S. \ c a aQ I I a � \ \ \ \ I I I I \\\ I I I _ a. I / d CONCRETE -° ,j a :. a- I I { I SLAB -ON -GRAD PER DTL \ \ \ \ \x \ I \ I " I I I I I C5.21 1 ° :: I I � roP(4)=1.1 a 1 � 14 \ \ \ \ 1 \ \ 4. I I I P °I / •, \ A_ _ / \ f o. a a I: _ ° d I o/ ; d RIM=N.1 I f \ \ \ \ \ \ I I <I a I :. d a IIa o;d. e I ° E)=45.28"6,'PC---- \I ' ° Al' I ; a \ \ \ \ \ \ I ISDx SDx SDMH IE(N)=12.03' 18"CONC IE(W)=12.13' 24 CONC f 'E=1f.0"4 CONC ~ I� 11 SDCB RIU=20.15' IE(S)=15.57' 12'PVC 1 II 0 x ASPH I 0co 1 Oco I o II I I I� 1 J SDCB R1M=20.12' PATCH ASPHALT IE(W)=17.30' 6 CONC PER COR STD. PLAN-110 x c�2o �I REPLACE VERTIC I - - - - - - - - - - - - L __.. 1E(W) /C INNIN )=i%3i� 6Z '777 III o x I N 0 10 20 40 N V C I 1 „=20' I , Legend x I LO ASPH �co I N 79'3306" E - 46.81' PROPERTY LINE � O ASPH ASPHALT PAVEMENT O 'Cn I co CD SDCB SDCB °D e o CONCRETE PAVEMENT N G R1M=20.15' I R1M=20.15' � N IE(E)=16.44' 6'CONC I IE(E)=16.36' 6'CONC GRAVEL Q I I � o I CONCRETE RETAINING WALL J x CONCRETE CURB I 0 T x p M O O Cn 0 1 oco O 0 x 00 N R1M=20.18' i IE(E)=15.54' 6"CONC o I I / I SDCB IRRG I RIM=20.14' I 0 0 /E(E)=16.35' 6'C0 x I -- v SDCB x RIM=20.15' V 1E(N)=14.01 ' 12 PVC IE(W)=14.01 ' 12 PVC `'� I � \s w w SDx 9 \ SDx S �Dx� � x W �I IN SDMH RIM=20.55' x I IE(NE)=15.70' 8'CONC I w lE(W)=13.20' 24 CONC � I Z IE(E)=13.20' 24 CONC lE(S)=15.60' 12 PVC o x� IL- z to SDCB SDCB U RIM-20.18' o RIM=20.19' 17.47' 6'CONC x IE(E)=16.25' 6'CONC i 0 x ASPH x I ASPH 0 x co SDCB x RIM=20.31 ' x IE(E)=17.59' fi CONC 4' U) x ll� co E) SDCB I RIM=20.26' ' IE(=16.36' 6 PVC I I llWll mimmi mimmi mimmi llWl- - 1U1 / PER COR STD. - - - - - - - - - - - 7 - PLFlIV-TTU- - fl. ----------- - -- \ �.. l - - - - - - - - - - - ° S8958'50V 290.98'- ° Q ° a ° r t LIMI LIMIT � � � LIMIT � IMIT LIMIT d f I MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM .1. MINIM immim Ammmi -immim Immim immim Immim immim Immim mobimi MONO immim �--simmii =--mw Immim immim Immim immim Immim MINIM MINIM MINIM MINIM MINIM MINIM MINIM Immim immim Immim mom Immim immim immim CONTINUED - SEE SHEET C5.11 BRO WAs�r���- �7 �Q 33708 ��SIDNAL 0\/�� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) 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, 1988 HORIZONTAL NAD 1983/1991 DATUM CITYOF CITY O F RENTON • Planning/Building/Public Works Dept. DESIGNED: DRAWN: ONE INCH CHECKED: WCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: R-423854 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON PAVING PLAN 05/01/20 PAGE: C5.08 SHEET: OF: 66 71 IIr W Z W U Z Z Q 06 IIr W Q Q W 2 U LL W Q z 0 U) LU I- Q W � V i