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SEE SHEET SD17
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1`0 rq r1) N N N N N N N N N N N N
34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39
1 RECORD DRAWING HCS 3.12.10 MSV SURVEYED: SCALE:
SCALE: VERTICAL NAVD 1988
BHC Consultants, LLC -- H: 1 "=20' HORIZONTAL NAD 1983/1991 _ CITY OF RENTON
DESIGNED: CITY O SOUTH LAKE WASHINGTON
720 Third Avenue, Suite 1200 DJR V: 1 "=5' �� �, � NE INC � � � TO Tel: (20 Washington 98104-1820 DRAWN: PLS ROADWAY IMPROVEMENTS
'WH d(I IC
12100 NE 195th St, Ste 300
Tel: (206) 505.3400 CHECKED: ATFULLSCALE
■
Bothell, WA 98011 CONSULTANTS Fax. (206) 505 3406 �eA - vvv Planning/Bu�id�ng/Public works Dept. STORM DRAINAGE PLAN AND PROFILE
425-951-4800 Fax 425-951-4808 F NOT ONE INCH ��titi�y
www.whpacific.com
Formerly Division of Berryman & Henigar NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY LCA > PARK AVE. N. STA. 34+25 TO STA. 39+00
\\
SCALE
20 0 10 20 40
( FEET )
E]CONSTRUCTION NOTES
1. PROTECT EXISTING QWEST TELECOM TO REMAIN.
2. PROTECT EXISTING BOEING UTILITY TO REMAIN.
r
3. DEMOLISH CB TO MINIMUM 3 BELOW FINISH
GRADE, AND FILL REMAINING STRUCTURE WITH
CONCRETE, CDF OR COMPACTED SAND.
4. BACKFILL AROUND NEW SD WITH CDF A MINIMUM
OF 5' TO EITHER SIDE OF AND/OR UP TO
MIDPOINT 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 PLAN & SECTIONS.
RECORD DRA WINGS
PREPARED BY WHPACIFIC,
FEBRUARY 2010, BASED
ON CONTRACTOR RECORDS.
D-3 14924
4/17/06
FIELDBOOK:
PAGE:
DRAWING NO:
SD22
SHEET: OF:
79 205