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PVI STA = 0+68.47
30
20'.
PVI STA = 0+89.43
PVI ELEV = 25.65
10' VC
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D 14 STA 28+20.62, LT
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D 16 STA 28+47.81, RT
HIGH POINT ELEV = 27.31
HIGH POINT STA = 0+62.30
PVI STA = 0+65.13
PVI ELEV = 27.39
10, VC
50 -
40
LOW POINT ELEV = 25.97
LOW POINT STA = 0+89.36
PVI STA = 0+85.13
PVI ELEV = 25.95
10' VC
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D17 STA 28+88.46. RT
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T=34301 5
HIGH POINT ELEV = 26.42
HIGH POINT STA = 0+60.40
PVI STA = 0+63.97
PVI ELEV = 26.51
10' VC
SEE DRIVEWAY SCHEDULE,
NOTES & DETAILS, SHEET 216
LOW POINT
ELEV = 25.38
LOW POINT
STA = 0+77.84
PVI STA =
0+73.97
PVI ELEV =
25.31
0 5 10 20 40 60
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CITY OF RENTUN
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Public Works Department
APP V D FOR CONSTRUCTION
BY. -- DATE-.�. /�q,
RAINIER AVENUES (SR ���
s G RA®v WAY TO 2N D sT
DRIVEWAY PLANS & PROFILES
DRA1�riNGNCi. 211
- -
PROJECT NO. T�D4a�4��
FED AID NO.-CM0167 048)
DATE: NOV 2011
SHEET NO. 211 OF 304
r��a
NUMBER REVISION DESCRIPTION
BY
APP.
DATE