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HIGH POINT ELEV = 28.07
HIGH POINT STA = 0+65.23
PVI STA = 0+68
PVI ELEV = 28.15
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LOW POINT ELEV = 26.79
LOW POINT STA = 0+92.11
PVI STA = 0+88
PVI ELEV = 26.76
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HIGH POINT ELEV = 27.36
HIGH POINT STA = 0+61.03
PVI STA = 0+63
PVI ELEV = 27.43
10, VC
PVI STA = 1+13.01
PVI ELEV = 25.13
10, VC
HIGH POINT ELEV = 27.36
HIGH POINT STA = 2+66.19
PVI STA = 2+67.87
PVI ELEV = 27.43
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PVI STA = 3+28.50
PVI ELEV = 24.99
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D2 STA 14+30.87, RT
D3A STA 14+82.11, LT
D3 STA 14+82.119 LT
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SEE DRIVEWAY SCHEDULE, SEE SHEET 215 FOR
o 5 10 20 40 60
NOTES & DETAILS, SHEET 216 DRIVEWAY 3B
SCALE IN FEET
tiQ)NGIACO& 11-14-11
10S WAsyf� 91�71
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SURVEYED: KPG
DRAWN BY: ODB/SOD
DESIGN BY: ODB/SOD
KP�
U I D
CITY OF RENTON
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RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
DRAWING NO. 208
PROJECT NO. TED403430
—
CHECK BY: NM
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA98109 Tacoma, WA98402 DOCUMENTS
Public Works Department
APPROVED FOR CONSTRUCTION
DRIVEWAY PLANS & PROFILES
FED AID NO.-CM0167(048)
zo3zoww�
crsTER
PROJ MGR: JF
(206) 286-1640 (253) 627.0720
DATE; NOV 20
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wwvd,k com
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BY: `- " DATE: °
SHEET NO. 208 OF 304
�— ��
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
FILE: 0655DDWY01.dwg