HomeMy WebLinkAboutTED4003442.3NE 1 /4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M.
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20+00 20+40 21+00 21+60 22+20 22+80 23+40 24+00 24+60 25+20 25+80 26+10
N.E. 11 TH CT.
9+80 9+20 8+60 8+00 7+40
HOQUTAM AVE. N.
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Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
D.R. STRONG 1 CITY COMMENTS DATED OCT. 6, 2011
CONSULTING ENGINEERS 2 BAYFILTER REVISION
10604 NE 38th PLACE, SUITE 101 3 CITY COMMENTS DATED NOV. 15, 2011, MYLAR
KIRKLAND, WA 98033
425.827.3063 OFFICE
800.962.1402 TOLL FREE
425.827.2423 FAX
INN- I REVISION
30+00 30+60 31 +20 31 +80 32+40 33+00
MAJ
10.15.11
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SURVEYED:
WS
MAJ
11.22.11
LRJ
DESIGNED:
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01.04.12
LRJ
DRAWN:
CWA
CHECKED:
BY
DATE
APPR
APPROVED:
LRJ
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
!F NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
CITY OF
RENTON
Planning/Building/Public Works Dept.
R=344212
RIIIIIIIIIIIIIIIII13-4420f
CHECKED FOR COMPLIANCE
AILS TO CITY STANDARDS
Date /o a..-' Z
Date--,
STORM DRAINAGE NOTES
1. ALL PIPES ARE 12" LCPE UNLESS OTHERWISE NOTED.
2. ALL CB'S ARE TYPE 1 UNLESS OTHERWISE NOTED.
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
HORIZONTAL
0 5 10 20
1 INCH =10 FT.
VERTICAL
DATE:
BROOKEEIELD NORTH 09-0183-111
FIELDBOOK:
PAGE:
ROAD AND STORM DRAINAGE PROFILE
SHEET: C8 OF:
11
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