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12100 NE 195th St, Ste 300
Bothell, WA 98011
425-951-4800 Fax 425-951-4808
www.whpacific.com
CB ##P-2, TYPE 1
STA 25+50, 31.16' RT
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STA 27+25, 29.42' RT RECORD DRA WINGS
PREPARED BY WHPACIFIC,
FEBRUARY 2010, BASED
ON CONTRACTOR RECORDS.
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C O N S U LTA N T S
Formerly a Division of Berryman & 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
SURVEYED:
CSR
DESIGNED:
DJR
DRAWN: FLS
CHECKED:
N 0.
REVISION
BY
DATE
A P P R
APPROVED:
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SCALE:
VERTICAL: NAVD 1988
H: 1 "= 0' HORIZONTAL: NA 1983/1991 R
CITY
V OF
..tl
ONE INCH C '. I' �
AT FULL SCALE RENT
ON
TON
Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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SCALE
20 0 10 20 40
( FEET )
LICONSTRUCTION NOTES
1. PROTECT EXISTING CITY OF RENTON UTILITY TO
REMAIN.
2. PROTECT EXISTING 8" HIGH PRESSURE GAS TO
REMAIN.
3. PROTECT EXISTING QWEST TELECOM TO REMAIN.
4. DEMOLISH CB TO MINIMUM 3' BELOW FINISH
GRADE, AND FILL REMAINING STRUCTURE WITH
CONCRETE, CDF OR COMPACTED SAND.
5. 18 LF — 8" SD, CL 52 DI
(ABOVE 18" SD)
S=0.20%
6. BACKFILL AROUND SD WITH CDF A MINIMUM OF
5' TO EITHER SIDE OF EXISTING UTILITY.
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 8c
SECTIONS.
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20 20
SECTION a
NOT TO SCALE
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�C I S T E O.t� -'C I S
SSIONAL yG SSIDNAL G
EXPIRES 06/06/07 F EXPIRES 04/26/07
9
DATE:
CITY OF RENTON 4/17/06
SOUTH LAKE WASHINGTON FIELDBOOK:
PAGE:
ROADWAY IMPROVEMENTS DRAWING N0:
STORM DRAINAGE PLAN AND PROFILE SD20
PARK AVE. N. STA. 24+75 TO STA. 29+50 SHEET: OF:
77 20!
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