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_i IE 432.12 IE QU�F�. 9- 427.93 OUT S 8 PVC
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IE OUT 421.99 421-01 OUT S 8" MITE PVC z
6* SS STUB 1E 415.63 04 110
(TYP.) 18" STORM
IE 415.67
12" STORM
TO MH 7
FROM MH 13 IE 418.92 SSMH 8
12" STORM RIM 42i.ee 422.57
LOTS 8, 11 & 12 6", SS STUB IE IN 441152 412.95 IN N 8" PVC
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IE 400
5' UNDER THE It
412.92 OUT W 8" PVC
TO MH 2
SSMH 3
IE 407.82 RIM 4+1-.8& 411.82
12" STORM IE 402.12 IN N 8" PVC
IE eff-48+.88- 402.03 IN S 8" PVC
401.96 OUT W 8 "_ PVC
L I M
MAWS I A A= Mm S 5, 9 AAND 1 Q,
380
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FIELD PLA" Ion NE 5TH S GERAHAM AYPNUE
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40+80 40+00 39+20 38+40 37+60 36+80 36+00 35+20 34+40 33+60 32+80 32+00
EX.
R
GRAPHIC SCALE
20 0 20 40 80
1 INCH = 40 FT. 0
HORIZONTAL 480 + 480
5 0 5 10 210 01w
±42 LF 8" PVC 11mmommommami i
0 0.02FT/FT 1 INCH =10 FT.
TO NORTH ROW LINE VERTICAL q
460
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n -
440 0) W F MFF1 444.5 1",S,
,2TORM
\IE 12" 452.35
MW 442.5 :MFF 442.
12"STORM
456.07
446.07 IN N 8" PVC IE 435.78
446.74 IN E 8" PVC STORM 18 (MIN)
446.70 446.70 OUT S 8" PV( 101
440 6" SS STUBS 17' 440
FOR FUTURE
SSMH 14
SUBDIVISION G. RIM 45-&ee- 456.59
IE 447.82 OUT W 8" PVC
447.85 IN S 8" PVC
IE 435.68 441.90 IN N 8" PVC
420 12" -STORM- 447.88'IN E 8" -PVC
SSMH 9 NE, 2511j PLACE
FROM MH 10 RIM 44G. . W 439.16 RECOMMENDED
TO MH 8 IE 04- 428.16 IN N 8" PVC I A
IE 4W+-+2&.Q9- 428.03, 1 N-E, 8", PVC MHOS 2 AND-I _-r FOR APPROVAL
420 427.93 OUT S 8" PVC.
420
BY
00 0-) Lf) r) Q0 L0
D. R. STRONG
Consulting Engineers Inc.
10604 NE 38th PLACE, SUITE 101
KIRKLAND, WA 98033
1-800-962-1402
FAX NO: (425) 827-2423
ENGINEERS PLANNERS
SURVEYORS
KNW-011-ON
DR,4WN BY. NAK
DATE. 09-10-07
LO LO LO, BY
BY
AM& A
12 +80 19-4-nn 11 4-9n in-i- In %.- - -
OF 16
DRS PROJECT NO. 05286
M:\05\286\p1ots\2\AS BUILT\2AB-15-3SSPR5286.dwg 12/7/2007 3:22:42 PM PST AW44 A L I
COPYRIGHT @ 2005, D.R. STRONG CONSULTING ENGINEERS INC- y
C
IE 432.99
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RIM 437-.W 437.61
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UP TO NORTH PROJECT BOUNDARY
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5 FF 423.0 17 IN N PVC
I E 8 PVC
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FF 419.0 415.0
7 EXISTING GRADE
8
IE 428.68 12
12, STORM MFF 420.5 11 z 10 FROM MH 14
MFF 414.5
9 FINISHED
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IE IN 421.40 421.14 IN N 8' WHITE PVC w
IE OUT 421.99 421-01 OUT S 8" MITE PVC z
6* SS STUB 1E 415.63 04 110
(TYP.) 18" STORM
IE 415.67
12" STORM
TO MH 7
FROM MH 13 IE 418.92 SSMH 8
12" STORM RIM 42i.ee 422.57
LOTS 8, 11 & 12 6", SS STUB IE IN 441152 412.95 IN N 8" PVC
FROM MH 6 OUT 411e.42 413.03, IN E W PVC
IE 400
5' UNDER THE It
412.92 OUT W 8" PVC
TO MH 2
SSMH 3
IE 407.82 RIM 4+1-.8& 411.82
12" STORM IE 402.12 IN N 8" PVC
IE eff-48+.88- 402.03 IN S 8" PVC
401.96 OUT W 8 "_ PVC
L I M
MAWS I A A= Mm S 5, 9 AAND 1 Q,
380
QE N_ A L A r-
FIELD PLA" Ion NE 5TH S GERAHAM AYPNUE
0� u7 (N O' N 0 0 0, 0 CN
C6 6L d
0 0 r7)
40+80 40+00 39+20 38+40 37+60 36+80 36+00 35+20 34+40 33+60 32+80 32+00
EX.
R
GRAPHIC SCALE
20 0 20 40 80
1 INCH = 40 FT. 0
HORIZONTAL 480 + 480
5 0 5 10 210 01w
±42 LF 8" PVC 11mmommommami i
0 0.02FT/FT 1 INCH =10 FT.
TO NORTH ROW LINE VERTICAL q
460
00 C-4
w W S 7
z p m W LOT MIN. FF w
w
(n (TYP4 or-
8" PLUG Cn EXISTING GRADE +o+ n >:
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a-
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(n w
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zw Ir
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C4 '111 1* FINISHED
V) In 446.5 D.I. n >: GRADE + 9 F.H. RUN VIE 1122'�' 454;57
n -
440 0) W F MFF1 444.5 1",S,
,2TORM
\IE 12" 452.35
MW 442.5 :MFF 442.
12"STORM
456.07
446.07 IN N 8" PVC IE 435.78
446.74 IN E 8" PVC STORM 18 (MIN)
446.70 446.70 OUT S 8" PV( 101
440 6" SS STUBS 17' 440
FOR FUTURE
SSMH 14
SUBDIVISION G. RIM 45-&ee- 456.59
IE 447.82 OUT W 8" PVC
447.85 IN S 8" PVC
IE 435.68 441.90 IN N 8" PVC
420 12" -STORM- 447.88'IN E 8" -PVC
SSMH 9 NE, 2511j PLACE
FROM MH 10 RIM 44G. . W 439.16 RECOMMENDED
TO MH 8 IE 04- 428.16 IN N 8" PVC I A
IE 4W+-+2&.Q9- 428.03, 1 N-E, 8", PVC MHOS 2 AND-I _-r FOR APPROVAL
420 427.93 OUT S 8" PVC.
420
BY
00 0-) Lf) r) Q0 L0
D. R. STRONG
Consulting Engineers Inc.
10604 NE 38th PLACE, SUITE 101
KIRKLAND, WA 98033
1-800-962-1402
FAX NO: (425) 827-2423
ENGINEERS PLANNERS
SURVEYORS
KNW-011-ON
DR,4WN BY. NAK
DATE. 09-10-07
LO LO LO, BY
BY
AM& A
12 +80 19-4-nn 11 4-9n in-i- In %.- - -
OF 16
DRS PROJECT NO. 05286
M:\05\286\p1ots\2\AS BUILT\2AB-15-3SSPR5286.dwg 12/7/2007 3:22:42 PM PST AW44 A L I
COPYRIGHT @ 2005, D.R. STRONG CONSULTING ENGINEERS INC- y