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LOW POINT ELEV = 431.53
LOW POINT STA = 2+33.33
PVI STA = 2+50
PVI ELEV = 431.20
A. D. = 3.00
K = 33.33
100.00' VC
HIGH POINT ELEV = 432.99
HIGH POINT STA = 3+54.33
PVI STA = 3+50
PVI ELEV = 433.20
A. D. _ -3.41
K = 14.67
50.00' VC I I
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432 - - - - - 432
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428 7, A
424
420
416
412 4
DATUM ELEV
410.00
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RIM EL=432.63
INV EL=422.50
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_ STA 1+65
33LF-6" SSS
S =2♦0% _____ ...._._
_ INV EL- 422.63
STA 1 +55
33LF-6" SSS
S=2.0%
INV EL=422.73
428
3 LF-8" O PVC,_, 424
282LF-8"0 PVC, S=1.0% j=10.71% �I
420
STA 2+37
1-091-17SSS
STA 3+10.5
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33tF-6 SSS
! j 416
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S=2.0 _
S= 2.-076
94-97
INV EL=423.55
1
INV EL=421.17
STA 3+96, 71T
412
109LF-6" SSS
1
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S=2.0%
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SCALE: HORIZ 1 =20 00
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48" SSMH#2 - TYP 1 �'�
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INV EL=423.65
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VERT 1"=10'
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�, RIM EL=432.48 NN
�, RIM EL=432.42
`� INV EL=419.68
INV EL=415.61(IN)
INV EL=415,51(OUT)
2+00 3+00 4+00
CHELAN AVE NE PROFILE
PVI STA = 1+75
PVI ELEV = 429.06
A.D. _ -2.20
K = 22.70
50.00' VC
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PROPOSED PROFILE
EXISTING + OVERLAY
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428
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424
420
SCALE.
HORIZ 1 "=20'
VERT .1 =10'
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412
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STA 1+49
30LF-6" SSS
S= 2.0%
MATCH EXISTING
NE 10TH STREET
2+00
STA 4+30, 19.51T
EX 48" SSMH-TYP
RIM EL=432.42
INV EL=415.61
3+00
EXPIRES 6/22/0"
5 -332sm
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