HomeMy WebLinkAboutSWP2703149.15CB #8-12, TYPE 1 L
STA 70+00, 27.83' RT
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12100 NE 195th St, Ste 300
Bothell, WA 98011
425-951-4800 Fax 425-951-4808
www.whpacific.com
WV #8-1
SEE DWG
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CONSULTANTS
Formerly a Division of Benyman & Henigar
BHC Consultants, LLC
720 Third Avenue, Suite 1200
Seattle, Washington 98104-1820
Tel: (206) 505-3400
Fax: (206) 505-3406
1
RECORD DRAWING
HCS
3.12.10
MSV
SDECSR
DESIGNED
DJR
DRAWN: PLS
CHECKED LCA
N C.
I REVISION
BY
DATE
AP P R
APPROVED:
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SCALE:
NAVD
VERTC1988
H: 1 "=20'
HORIZONTAL NAD 1983/1991
V: 1 "=5'
._
-
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LP
I N
73+00
t � �6
'!R
CITY OF
RENTON
Planning/Building/Public Works Dept.
SCALE
20 0 10 20 40
( FEET )
ECONSTRUCTION NOTES
1.
PROTECT EXISTING BOEING UTILITY TO
REMAIN.
2.
PROTECT EXISTING RENTON UTILITY TO
REMAIN.
3.
CB #8-17, TYPE 1 -OCF
STA 73+23.34, 28.42' LT
4.
CB #8-1 6, TYPE 1 -OCF
STA 73+23.34, 28.42' RT
IE 26.04 - 12" OUT N
GRATE 28.58
5.
57 LF - 12" SD
S=0.20%
6.
DEMOLISH STRUCTURE TO MINIMUM 3'
BELOW
FINISH GRADE, AND FILL REMAINING STRUCTURE
WITH CONCRETE, CDF OR COMPACTED
SAND.
GENERAL NOTES:
1. FOR WATER, SEWER AND JOINT TRENCH
LOCATIONS, SEE UTILITY DWGS U00-U25.
2. EXISTING UTILITIES NOT INDICATED AS
REMAINING SHALL BE CONSIDERED
ABANDONED OR REMOVED AS NECESSARY.
3. FOR PIPE DEMOLITION AND ABANDONMENT,
SEE DETAIL 3, DWG U29 AND SPECIFICATIONS.
4. OPEN CURB FACE (OCF) CATCH BASINS
SHALL BE PER WSDOT STD PLAN B-2e WITH
BI-DIRECTIONAL VANED GRATE.
LEGEND:
_ JOINT TRENCH, SEE SHEETS
U49-U52 FOR PLANS &
SECTIONS.
D=314915
RECORD DRA WINGS
PREPARED BY WHPACIFIC,
FEBRUARY 2010, BASED
ON CONTRACTOR RECORDS.
00_i„ 24,
GI S T
s1ONAL
EXPIRES 06/06/07
CITY OF RENTON
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
STORM DRAINAGE PLAN AND PROFILE
N. 8TH ST. STA. 69+00 TO STA. 73+25
17 1
OF WA Sly
40889
GIST
IONAL�
EXPIRES 04/26/07 1
DATE:
FlELD 0/:1 7/06
PAGE:
DRAWING NO:
SD13
SHEET: OF:
70 205
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