HomeMy WebLinkAboutSWP2701949.7SCALE: P=40'
NOTES:
1. THE MATERIALS ON THE TYPICAL ROAD SECTION AND THE GENERAL
NOTES, SHOWN ON SHEET , SHALL ALSO APPLY TO THIS WORK.
2. THE CONTRACTOR SHALL PROVIDE ADDITIONAL PAVEMENT, WITH
THICKENED EDGE, TO WIDEN ROAD AND MATCH EXISTING CONDITIONS
AS SHOWN.
'
I 3. THE CONTRACTOR SHALL OVERLAP EXISTING EDGE OF PAVEMENT AS
I NECESSARY TO PROVIDE A 2% SLOPE DOWN TO THE FLOWL(NE OF
STREET CONSISTANT WITH EXISTING CONDITION.
COL MCA T /0'
I w/R/P RAP
I , ZvA31r TOP MOB° M0 /NLE%
'RELOCATE AS RGOUIRED , f/EL O Sf7- EX. C.B.
I •. • /°/44POSE0 d'6t/0. TH/Gras. EDGE Ex• c.6
2s
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RID �\ 50' TAPER
till-
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1jEE PLANS
FOP. MAINTENANCE AGGrc55.
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VOLUME PROVIDED = 121 �J9 (v W 0 FWA
StCTION C-C
RETtNTION VAULT
SCALE Ii1=10' Nolz1Z.
0= 2' VERT
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OSTERGAARD • ROBINSON
8k ASSOC. INC. CONSULTING ENGINEERS
3805 108TH. AVE. N.E., BELLEVUE , WA. 98004
PHONE* 827- 5854
AS- 5uil.T
5UMMEQ WIND
vE�YAI I -5PtE:T
CITY OF RENTON Div. I i-L
f U OF S
WASHINGTON