HomeMy WebLinkAboutR-423852A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C5.02 r�-
_ -
00 - i /
N -SDCB LO
z / _ / I I (• .' . RIM 1.24' C)
r- / - - - - I I / I I' ' IE(W)=20.49' 4 PW 1901 OAKESDALE AVE SW I O
1E(S)=20.39' 6'PVC SDCB N
.........
/ I I ... I ........... IE(E)=20.49' 4 PVC N
� I - • I,. , , - . .... - _ BUILDING RIM=20.99'
0 10 20 40
BUILDING
� � •..I.. e ....I..........
I I lE(S)=20.19' 6'PVC 277.7'
•I• •I
RAM=2' 581.'�' Cw
IRRG
/ / I f..'14 .'.'.'.f.......... ~ COVERED
... . . . . .. vy I SDx SDx �G CW I Legend
/ / ..... • ' .. • • • • ... I x��Dx�-BMTDx SDx SDx SDx SDx SDx SDx SDx SDx N 79°3306' E - 46.81' PROPERTY LINE M
W- . - . - . J . I .......'� .........
- -^. -
\ �� / / / 1 / I i.f.' ,� VERED COVERED ASPHALT PAVEMENT OO
CW RlM-20.73' - Cw BOLLARDS
Z \ �� , `---_ \ \ // / / / I I..�.. z z z COULD NOT OFTEN z
W / - \ / I CW I - - e o. ,. -. CONCRETE PAVEMENT N
.� -I . / r� I I h _ Rl =2 . ;� I - o GRAVEL
Q
\�, lE )_ 6\ RIM=20.21' CONCRETE RETAINING WALL
Z \\ i \� I I I I I I i I I I N89°58'S0 40.00' z z z \ 1E(W)=10.39' 24'CONC J
z - - S89°5850 250.98j_- - - - -I I f 1 - - - - - - - - - - _ - - - 1EE=10.39' 24 CONCI CONCRETE CURB
_ f
x SDx SDx SDx SDx SDx SDx SDx x SDx 4,w
SDx SDx
D
/ - i I h � x RIMC2 0.16' ASPH r
--.-.-.-.-..._� L-.-.----.----.-.-- _ - - - - -- - - -- -� I I.. .- - � - ------------- -----o r lE�-17.06 12 PVC � i Op�IWx � �VRV,�k Wx Wx � Wx Wx Wxx Wx
SDCB 0 x O
=-�� - -- - - - - -- - - - - -- - --.-.-.-.-.-. \.�-.-.-.-.-.-.-.\- - - - - - - - - II I ... lM=20.16' * ' - - - - - - I - - - - - - - - - - - - - O
W _ - ' - ' - -� - - - - - - - -I� - - - - - - - I .... 0/W SEP. sDce � I L- . (V
co RIM=20.18' SDCB OC
IE(S)=17.14' 12 PVC R1M=20.07'
Q I \ /` I I ' I I I I IE(S)=16.86' 12 PVC
- - - • - - -\� .\ "� +�=`- , I•ARTIFICIALT ) I cn
WALKWAY, PER I X 1
1---- L J / I I II 1 I I LANDSCAPE i o x
Q - 1 III I I.... x G x I I I
" co I SDCB I co SDCB I •co
W I \ 1\ i I' R1M=20.16' I I
R1M=20.10' o I •
1 I I / I I I 1LrX=17.52' 6'PVC l L'co E(E)=17.31 ' 6'CONC x I co
I \ I I \- I I! / I cn co I TOPE)=18.15 m I I Cfl
`� I x I I 1 0
L.L u'� I I 1 I \ I> \ I o
co V
(f� \ I \ I \ ( I I CONCRETE CURB o SDCB
H I 11 \ \ I I 1 1 T (5 ' I PER DTL I I I - R1M=20.12' I H
W W I I\\ \ / I (\ % ' I I x I C`5 zoo I I lE(E) 17.33' 6'CONC W
\ I / ► .:.:.:. x I 1 I I W
Cn
W I \\ I I \� - I\ \ I � �, I I x I I W
/ I I ( \ I I....
0 NI 1 / I I I \ �I �� \\ � � I•... x X x 1�IL -i I W
W pI I \ II I I Ip
J W �I I I I I.... o I o 1 I W
- .--� � \\ - - d I - - - - - I - - - - - \ � �//I// � _ , I I•:•:•:•• x �' I I x 1 I
H -=-1= - _-_��-_ - - - - - - - T= = ____________ - - - -\
Q SDCB
Z -- - - - - - - - - - - - - - - J I .... I I I cn 0.IX
r�W�/�1 O I X I I lE(E)=17.39' 6 CONC Z
vJ------------------------------------------\-----------------------, I SDCB ( Io
V \ --�--� --� --- - - - - - - ---------------------� vv �¢ x RIM=20.09' I V
I I I----------- � \- � I I I I I �\ I I b l I 1 � lE(E)=17.28' 6'CONC o I
/ I I J. .. o 't ASPH ASPH • ASPH
x co I co co
\ . . I \�/ (r If 8nC0� 1 1 x 1
x
NEW VERTICAL I x 1C0 I •co
i _� I / �� I \\ �\ I I I WITH FIRE
W
STRIPING AND NO I 1
PARKING LETTERING I 1
�r �- I II Soo - SDCB i x SDCB sDc6 z
\\ \ I 20.1' o o I 1 W
RIM=20.17 RIM=20.30 RIM=20.10
15. 9' W �E. n X IE(E)=17.77' 6 CONCI I lE(E)=1553' 6'CONC lE(E)=17.22' 6'CONC
II II 11 I... 1
I
CD III I L-
x 1 Tn Q
I iI\ Cn
o 1
Cn CONCRETE SIDEWALK x J
0 PER DTL 2 I I I 06
SDRh
I/ /,\ I I 1 I I J 1 I I I II I R 20.65 . I r
\ / I I I I SDCB v,
/ I O " lY D . Iwc* 1 R1M=20.10'
W
OIL ,QPE - . (n �
0 I 1 /E(E)=17.29' 6'CONc
co SDMH SDCB I •Co
RIY=20.14'
/-III I ��(I I 1r RIM=20.37'
/ // 1 I I I I 1 /E N =1571 ' 12'PVC x IE(E)=17.32' 6""GONG I SDMH Q
I n I x SDMH I IE(S)=1565' 12 PVC 1 •Co RIM=20.28'
1 I I I l 11 S�JC x� I. RIM=20.43' I �_ IE(N)=15.08' 12 PVC
- - - - - - - l - - -2.0..E ' IE(N)=14.96' 12'PVC I I IE S=14.95' 12 PVC
- 1 III TO i I W SE . I IE(S)=14.96' 12'PVC I o IE(E)=17.42' 6 PVC Q � � `o x I I I W
/II , I ► , / , \ , \�_ �I x o 0 1 I 1 R-4238 52 =
( \ ' I o IN COMPLIANCE WITH CITY OF RENTON STANDARDS U
(I CONCRETE CURB I I x I LL
I� I
PER DTL � I I DEVELOPMENT ENGINEERING C�
' I ° C5.20 r
f I 1 / I '� �' 1 SDC SDCB Wanders 05/10/2023
CONTINUED - SEE SHEET C5.08 z
BVvAS °- l Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
SURVEYED: SCALE: ATE
o� WH PACIFIC HORIZONTAL: N A 191988 1 05 01 2023
G E N "°�'�` NAVD 1981 SEATTLE SOUNDERS FC HEADQUARTERS / /
COUGHLINPORTERLUNDEEN DRAWN:DML As sHowN
,� ITY F &TRAINING CENTER FlELDBOOK: W
,tG3 708 1 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: JAS ONE INCH DATUM RENTON RENTON, WASH INGTON DRAWING No:
PAGE:
VC,
SS�ONAL � �3 801SECONDAVENUE,SUITE900 (206)343-0460 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PAVING PLAN C5°05 Q
T 0 R !SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
�j 01 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET, OF: W
STUDIO TBB 1 59 71