HomeMy WebLinkAboutS-423807A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C4.06
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N x I I I I I I I I I \II I\x II��
I \
i0 IAl �, 1 I U) i � I ( i
x
IN N SDCBI SDCB SDCB I I I II
x R1M=20.17'I I R1M=20.14' RIM=20.17' I (1 I p I I ( I ( I I I ( I I\ \\
IE(E)=17.36' 6 CONC Cn o I N I I I I/ I �I i 22" IOECID
I � lE(W)=15.79' 6 CONCI o I lE(E)=16.08' 6 CONC o x x x
x I � I I I< U) I `f)I
x o o U)I x I I / I I I I I 5" DECID
U I 1 \ ) \
tx I
o I I II I I I I I I I \
� I I ASPH I • I• I � I I I I
W I I I co ASPH co ASPH DECID
o io io/ \ x / x •
Z x co • co ( \ I® I U) \ 1 I II 1 DECID I 1 \ \
W I I I SDCB I I \/ 2" DECID ) I\
RIY=20.15' I I I I I I \
IE(E)=15.98' 6 CONC I f 1 \
y2DECID ( ) I J V
o I o I x sDce o SDCR
R1M=20.>6 I �I
z I i u�i () R1M=20.20' IF E =16.27' 6'CONC I U) U)I ) I I I I 13" DECID ( \ \ \
IE(W)=15.88' 6 CONC \
( I III Z \
I o i i x I x I <I I I II 1�3'\CID 13"DECID
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U)i �, - - - - 0 U I x I BOEING / o
ASP I \ SIGN
06
x
C� I I o x I I I sicN POST -,I I� I
II I i Cn
•co �' I I °
Lu 1 SDCB I I� sDce ( ( I \
n RIM=20.7 B x I I RIM=20.16' / P I 7 R1M=21.00' I N
lE(N)=17.50' 6 PVC can O I Ox x I o lE(E)=16.34' 61CONC / Dx SDx SD SDx x 1 x lE(W)=17.98 12 CONC
Q I I I SDCB I I I!7,1'1
- x I I rtl -4
� ► I I I R1M=21.32'
x SDCB SDCB C / IE(N)=15.4 ' 24 C NC I I )) I I I I \ I
{{I I R1M=20.20' x R1M=20.09' I x \ cn
Q flI � o Glass 1E(E) 16.32 12'C NC 1 I I x -
I°d� i lE(W)=15.81 ' 6'CONC o CO lE(E)=15.89' 6 CONC a IE(S)=15.41 ' 24 C NC W I I
w I -- --- - I I , I 11 I \ \ ► I \
00 I I 1ASPH
SDMH x SDMH SPEED LIMIT o ( I I I I \I V \ 1 /j l
U O I RIM=20.16' U) R1M=20.26' 15 MPH � I I Lw I CO
W I 1E(N)=13.37' 12'PVC IE(N)=13.88' 12PVCSDMHIE(W)=13.36'24'CONC lE(W)=13.84'24CONCIRIY=20.22' IlE(E)-13.3T 24'CONC lE(E)=13.88' 12 PVC J, ASPH °w W COULD NOr OPEN lE(S)=15.41' 12'PVC lE(S)=15.51' 12 PVC �.I IILJJ I �� SDx S x m pS x SDkDx SDx SDx SDx SDx SDx SDx SDx I I I 1 oI
0 Q Lu \ I BUSHES/TREES r STOP ` I I
I r�+ I I ------ \ ------ ----- ---__ ��-slsly_ \ Q
I
cn
Cn 8 x x � SDMH J
W WRIM=20,62' sDce x I RIM=20.12'U)I I I I o I c� IE(N)=14.10' 12 PVC I g I I x I x 11
= I E)-17.76' 6 PVC6 PVC I IE(W)=14.12' 12 PVC � \ EX S WER I I I I h I ( I \
Z E (S)=18.50' 6 PVC
co
SDCB o I IE(S)=15.08' 12 PVC I 1 \ ( I EASE ENr
Q r x RIM=20.01' BOEING \ I
Li j Z o i I- - - . - - IE(E)=16.09' 6'PVC 18 LF 8" PVC @ 1.0% SIGN I EWER EASEMENTI
SEWER CONNECTION I I I \ \l I I /
U 0 I � I I (PRIVATE) I I IN OAKESDALE AVE SE I I CONNECT TO 72" SEWER MAIN AT 1 Io
U (n q�QI�'IpR I o q�pRp I SDCB a I o I V I ( I I EXISTING MANHOLE IN OAKESDALE I I`o \
x� x �101 x �Idr I I RIM=20.02 x f I 72 LF 8" PVC @ 5.8% ( I AVE SW PER KING COUNTY
IE(E)=16.17' 6� 'PVC r - _ I STANDARDS. CONTRACTOR TO 1 \ 1 5
x I SDCB llW1-1 i1vin VERIFY ELEVATIONS PRIOR TO
o R1M=20.12' J I G
I �, lE(W)=16.74' 6 PVC �, _ I 1 INSTALLATION. MATCH EX CROWNS / / I o \I I r/ 100 YEAR
o I o J I I WITH NEW PIPE CONNECTION I I I III I FLOODPLAIN
3 I i x SS#02 SSMH - 48" x I I I I x\
�- LIMIT LIMIT �� ( 1 I 0 D f E \ I I I\ \\ 1 ELEVATION
0
O
N
0 10 20 40 N
iii U
111=20'
Legend
N 79°33'06"
E - 46.81'
PROPERTY LINE
co
O
12"SS
8" SS @ xx%
SANITARY SEWER
O
O
SSMH 0SSCO
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SANITARY MH/CO
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N
8'SD SD
8" SD @ xx%
STORM DRAINAGE PIPE
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12" DI W w
12" DI W
WATER MAIN
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t FD�PIVNWV
FH/FDC/PIV/VALVE
Ewl 116 ",
WATER VAULT/METER
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SITE/ STREET LIGHTING O
O
N
x I A PH I ASPH I RIM=20.38 I I RIA =21.2 ' I x \ I I I 1 I BFE=20.0
cn IE=9.87 8"(IN)S I C ULD r OP N x I I I= I \ o // I W
� I I cn I IE=9.77 8"(OUT)E Cn l I 0 co o \ q I
o x v v I J
- - - PER COR STD. PLAN x I I SS#01 SSMH - 48
400.1 AND J01.2 11 I RIM=21.25 I I I I/ / 1 Z
K x I I IE=9.58 8"(IN)W I I) / / I W
`° I co I r I I� P. IE=9.48 8"(OUT)E
o • o • 01 I co ER COR STD. PLAN I I i i AS A CONDITION OF APPROVAL:
r x I A00.1 AND 401.1 I I I I I SEWER PLANS ARE SUBJECT TO REVIFf�N AND
K I I I 89 LF 8" PVC @ 1.0% I a \ I I APPROVAL BY KING COUNTY. NO WORK SHALL i / J Z
x (PRIVATE) I I _
\ I OCCUR ON THE SEWER SYSTEM UNTIL PLANS I I
I I I IF -I �aa. I I HAVE BEEN APPROVED BY KING COUNTY. THE ( \� -\
0 p ICl)_- I S x SDx S x SDx I CITY WILL COORDINATE THE SEWER PLAN I
D I I SDCB SDC8 x 1 - I I I .Q I I / I I I REVIEW WITH KING COUNTYZAPPLICANT MAY \ I \
RIM=20.03' I RIM=20.09' SS#03 SSMH - 48" I SDCB / I I I 1 1
NEED TO REVISE DRAWINGS BASED ON THE \
o IE E =16.24' 6 PVC a RIM=21.00 \
Cn 1E(W)=16.67' 6'PVC O _ RIM=20.37 I I I' I lE(N)=15.0 ' 24" ONC / i 1 KING COUNTY REVIEW/ / ( /
SDCB SS#04 SSMH - 48" I cn IE=10.85 8"(IN)W I I I IE(E)=15.9 ' 12" NC I I m \ / \ w
RIM=20.71' �4 RIM=20.36 I I x I IE=10.75 8"(OUT)N I I I I I I o I \ I ( / `-
IE(N)=18.96' 6 PVC . d IE(S)=15.O ' 24" ONC I I I 1 I
IE=12.77 8 (IN)W - PER COR STD. PLAN a I I I I I I I I ) / (n
IE=12.67 8"(OUT)E I I
- \ I 400.1 AND 401.2 I I I
PRIVATE)PVC @ 0.8% PER COR STD. PLAN �� PRIVATE 1 o I I I I I) I II i_ I ' ( I ` \ W
(
400.1 A D 4 .2 I `9182 LF "PVC 1.0% I�R�IVAT \ I I I �. ( x
PRIV @ I I II \ / I II I I
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175 LF 12 DI CL52 LZ 15' WATER EASEMENT TYP
�I CONNECT TO EX WATER LINE 8 J �\ I' I I I I I ( I ( (j ` I I I I / / / i / Q
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Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) ABDOULGAFOUR05/12/2023 jstowell 05/15/2023 OZ)
SURVEYED: SCALE: DATE: U)
G E N wH PACIFIC HORIZONTAL- NAB 1981 CITY OF SEATTLE SOUNDERS FC HEADQUARTERS / / W
AS SHOWN HORIZONTAL: NAD 1983/1991 05 01 2023
COUGH LINPORTERLUNDEEN °�'G" ML FIELDBOOK:
E R A STRUCTURAL CIVIL SEISMIC ENGINEERING RENTON &TRAINING CENTER J
DRAWN: JAS RENTON WASHINGTON PAGE.
ONE INCH
DATUM DRAWING NO:
CHECKED: Planning/Building/Public Works Dept. UTILITY PLAN C4.09 Q
T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 AT FULL SCALE
SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH
STUDIO 49 N 0 . REVISION BY DATE AP P R APPROVED: B SCALE ACCORDINGLY SHEET OF, 71
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