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515
510
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495
PROJECT Tor=Dl1D.7D
w
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BOUNDARY TOE 50535
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ROCK LINED DISPERSION
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N:160727.60
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MDATE
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I
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TOE=504.7
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E:1306666.71
ESM
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IE=498.50, 18"0
1
MDATE
aFaan:
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REVISION
I
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-T0P=505.7
SCALE: 1 " = 20'
113
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63 LF, 18"0 SD
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SEE SHEET RD -02
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A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
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ELEV=493.50 I
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TRACT A - ` I I ONTROL STRUCTURE
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TOP -TOE -498.50,
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DESIGN W.S.
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; 27 LF_ 1
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SCALE: 1"=5' VERT
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515
510
505
500
495
490
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515
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505
500
495
490
485
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E=1306797.85
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n
1
MDATE
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REVISION
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LF. 18"m SD
W.Q. DESIGN--------------�--------------1
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PROPOSED
WALL PER
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DESIGN
PROPOSED
GRADE
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---
IE- 496 00'--18"0
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1' SEDIMENT
1' SEDIMENT
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DTT
---- ----------------
--
----------
1+00 1+40 1+80 2+20
POND CROSS SECTION A -A
SCALE: 1"=5' VERT
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Fcaaml Way. WA W003
Ca12 WwIft Days BoWe You Db www.esmcivil.com
811rueoc
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UWJ@s WWwgrmod LoeaYon Canby
0DAlITMORWA1 ESM JOB #1670-003-013
515
510
505
500
495
490
SEE DETAIL Rr I
THIS SHEET
515
510
505
500
495
490
485
I mm
4
-6
PER PLAN
1-1/2" CRUSHED SURFACE J
TOP COURSE
2-1/2" CRUSHED SURFACE
BASE COURSE
POND ACCESS ROAD
NOT TO SCALE
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n
J
MDATE
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REVISION
I
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-T0P=505.7
SCALE: 1 " = 20'
I
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20 10 0 20
TOE=504.7
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DETENTION 54,020 CF
57,991 CF
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WATER QUALITY 13,640 CF
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1-1/2" CRUSHED SURFACE J
TOP COURSE
2-1/2" CRUSHED SURFACE
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PROPOSED
GRADE
0-----
ELEV-498-5----------
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---
IE- 496 00'--18"0
--- -- ----- - i- -- ----.-__-- --,__ _-
1' SEDIMENT
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STORAGE
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.� 37� LF, 18"0 S
--
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DTT
---- ----------------
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ELEV
493.50
CB #7
27 LF, 1 B"0; SO SEE SHEET RD -03
® 5--9.26%
CB A TYPE 2-48"0
KEYED
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IE=498.37 18"0
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B 8 TYPE. 2-54"0
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POND CROSS SECTION B -B �-- 9
SCALE: 1"-20' HORIz.
1•-5' VERT.
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