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NW 1/4 OF SEC. 13, TWP. 23N, RGE. 5E, W.M. , KING COUNTY, WA
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492
BRIARWOOD ELEMENTARY
I NIP, UL 505.16 -_494
LL 490.00 1
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+1
NOTE: +
SIDESEWER BENDS SHALL BE
CONSTRUCTED AS A WYE +
45-DEG BEND OR 2- 45-DEG
RIM- 488.5D
BENDS. NO 90-DEG BENDS/
IE= 48110 - - - - - - - - - - - -
TEE CONNECTIONS
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Irj SSCO 05 L - - - - - -
RIM- .45
IE=
481.75
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18! .. 6" PVC,
<
1, SDR35 0 ZO%
I III A e VENT TO BLDG, SDR35 020% MIN.
I
L SSCO 0 GREASE GRAPHICS ALE i
HIM- 1489.15 INTERCEPTOR .0 1
SPRI A141HOLE
IE= 483.90 PER DIL 1 i06-3 SSCO #4
RIM= 486.45 ST N 2 +40 0 IE(Illl)=481.65 IE- 46145 rdMj_ _.1
481.50 IE= 479.60 (8-S)
91 IN FEET ) i -------------
SSEWMER CB (TY.1)
AT TRASH / RECYCLE RIM- 'In 489.92 J
M
AREA W/ FE= .68
DOWNTURNED ELBOW i
HIM- 486.30 -------- I
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SSOO #D IE- 41MLSO (4E) —1 ... D --- -- -
;V� S61135
PVC, SDR35 RN= 4M.70
07.0%
100' 6'
9 IV - 6• 0 ZOX MIN
PVC, SDR35 7
1112.0% MEN.
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RIM A
y
IE= 481.90
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PVC, SDR35 A40, zbf(
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STA 1+11
PROPOSED B• SEWER I, It
MAIN. DESIGN BY ESIA
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CONSULTING ENGINEERS. S.
SDR35 497
RIM= 488.50
IE= 479.90 43 494
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468 487
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STUB
474
4
IFY PRIOR
DONE ks
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701+00 702 +00 —703+00
704+00 705+4qjjji 706+00 707+00 708+00
867a'20-W (W.)
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pia STA 704+20.0
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RIM = 484.9'( DESIGN BY ESM
DESIGN BY ESM) PROPOSED 8' SEW M01111.
IE= 477.01 (9-11,E) CGINSUOING ENGINEERS.
SE 134TH STREET
RmA p, D 3/16/11 IE= 476.91 (WIE)
of . su�. PAD NO mne sic S =359602 DESIGN GROUP, INC CL V 1" 30' ALL ME CITY OF BRIARWOOD ELEMENTARY SCHOOL 1/25/11
0 3 DEPIDNED: PAD for qEUXNOOlO
CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE DR0MWIz RENTON ISSAQUAH SCHOOL DISTRICT PME
5027 51st Avenue SW Seattle WA 98136 1 REVISED PER CITY COMMENTS PAD PAD EAD OflMAMNG W. urcX
phone 206.923.0590 TOG JOB# — PERMIT SUBMITTAL PAD 1/25/11 PAD cmmm. PZ Plan ning/Building/Public Works Dept. 17020 SE 134th Street, Renton, WA 98059 C6.2
webefte www.teraformadesigngroup.com F NOT ONE NCNI
10006 NO. REVISION BY DATE APPR 0flROvEI,- SCI llCCORDINGLY
SEWER PLAN
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