HomeMy WebLinkAboutR-361471GARDEN AVE N
PROFILE
HOR: 1 " =20' VER: 1 " =10'
GARDEN AVE N
PROFILE
HOR: 1 " =20' VER: 1 " =10'
DRAINAGE NOTES
1. CATCH BASIN & MANHOLE STATIONS AND OFFSETS ARE TO CENTER OF
LID (ROUND MANHOLE COVER OR RECTANGULAR VANED GRATE).
2. RIM ELEVATIONS ARE FOR REFERENCE. RIM ELEVATIONS LISTED ARE
FINISHED GRADE AT CENTER OF LID. MATCH FINISHED GRADES AND
FLOW LINE ELEVATIONS UNLESS OTHERWISE NOTED.
2. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6"
(MIN), PROVIDE AN OD X OD X 2.5" ETHAFOAM PAD BETWEEN
UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE.
3. SEE CITY OF RENTON STD PLANS FOR DRAINAGE DETAILS.
4. TOP OF CURB ELEVATIONS NOT ADJUSTED FOR CURB CUTS, ADA
RAMPS, OR DRIVEWAYS.
5. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE.
CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION.
6. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH
UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS
INSTALLED AND OPERATIONAL.
8. CATCH BASINS ALONG CURB FLOW LINE SHALL HAVE VANED GRATES
UNLESS OTHERWISE SPECIFIED.
R=361471 CALL 3 WORKING DAYS
BEFORE YOU DIG:
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SURVEYED: KPG
DRAWN BY: ODB
DESIGN BY: ODB
CHECK BY: PJG
PROJ MGR: PJG
FILE: 08046PRF01.dwg
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75391h Ave N 2502JehrsooAve
Seattle.098109 Tawna, WA 98402
(206)288.1840 (253) 627 -0720
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Public Works Department
APPROVED FOR CONSTRUCTION
BY DATE:
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
ROADWAY PROFILE
STA 4OtOO TO STA 4HtOO
DRAWING NO. 18
PROJECT NO. 11156
FED AID NO.
DATE: FES 2012
SHEET NO. 18 OF 53
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GARDEN AVE CURB TAPER REVISION
- FD
HJT
NJD
07 27 12
RECORD
DRAWINGS
PREPARED BY KPG, JULY 2014
BASED ON CONSTRUCTION RECORDS
a
RFl 20 -STORM REVISIONS CONNECTIONS TO EXIST 54 MAIN - CO 14
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02 13 12
4
CHANGE LATERAL ACROSS GARDEN - CO 1
02 20 1
REVISED TO CONFORM TO CONSTRUCTION RECORDS
VS
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07 2014
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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