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FOR ELECTRICAL AND TELECOM
IMPROVEMENTS SEE SHEETS
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CEMENT CONCRETE
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STD DETAILS 102 AND
EXISTING
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1. SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN
IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SO
LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER
TO CONFIRM ELEVATION BEFORE ORDERING NEW CB.
2. SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE
AND LUMINAIRE SCHEDULE.
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EXISTING INLET I'I
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SEE NOTE 1, TYPI'1
POINT OF INTERSECTION
STA 14+16.65 BRONSON WAY N=
STA 44+62.12 MEADOW AVE N
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�ISTING CURB
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DEVELOPMENT ENGINEERING O
20 10 0 20 40 jchavez 08/28/2020
scale 1" = 20' feet
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�a"`A As -NOTED �°° °° ___ CITY OF CITC HEADQUARTERS i020.10.11
P.O. Box 81211 '� e�11111
^" 1300 BRONSON WAY N, RENTON WA 98057 s"°'°°"
Seattle, WA 98108 R E N TO N E
(858)581-07ngineenng �D aNP DATUM ROAD PAVING AND DRAINAGE PLAN
(858)581-0754 '�� Plonning/Building/Public Works Dept. ' MEADOW AVE N CBDWW- w
H L E N G I N E E R I N G °".LB NO REVISION BY DATE APPR �° ��
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