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POINT OF INTERSECTION
STA 11+00.00 BRONSON WAY NORTH=
STA 25+76.54 GARDEN AVE N
HLENGINEERING
P.O. Box 81211
Seattle, WA 98108
patrick@hl.engineenng
(858) 581-0754
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CENTERLINE
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STA 14+16.65 BRONSON WAY N=
_ STA 44+62.12 MEADOW AVE N
BY I DATE I APPR
1. COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR.
SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED
TO PROVIDE CONTINUOUS STREET LIGHTING.
2. UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE
4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT
OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN,
DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF
JOINT TRENCHING CONDITION SHALL BE 36" MIN,
3. PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE
PAVEMENT) MATCHING EXISTING OR PROPOSED NEW
CONDITION OVER UTILITY TRENCH ROUTES.
603
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
20
10
0 20
40
scale
1" = 20'
feet
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.- —As-NOTED Im CITY OF CITC HEADQUARTERS
,
axeDPAH --- RENTON1300 BRONSON WAY N, RENTON WA 98
BWR DATUM UTILITY CONVERSION PLAN
°1tM1FO' � •*NLL� � Plonning/Building/Public Works Dept.
wo . NMY BRONSON WAY N
10.11
CA-2.0
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