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3 CB TYPE 2,I48"DIA.
J I PER STD PLAN 201.00
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I U STA 21+11.38, 6.25 RT CB TYPE 2, 48" DIA PER STD PLAN 200.00
D RIM
41.6± PER STD PLAN 201.00 SOLID LID PER 20410
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IE=36.2±(6"NE) RISER/GRATE RIM =41.41
STA 41+34 46 14 64 FIT IE = 39.41 (12" N)
RIM = 4646 ME.ADOW.AVE N
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DRAINAGE PLAN — MEADOW AVE N
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Environmental (206) 898-0057
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DRAINAGE PROFILE — MEADOW AVE N
SCALE: HORIZ 1"=20' VERT 1"=5'
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TD MF NER ONE INCH
DATUM
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CITY OF
RENTON
Planning/Building/Public Works Dept.
NOTES:
1. SEE RMC 4-3-050S FOR PIPE
SPECIFICATIONS, INCLUDING ACCEPTABLE
JOINTS.
2. CONTRACTOR TO LOCATE EXISTING SO
LATERAL LOCATION AND DEPTH BEFORE
ORDERING NEW CB. ALIGN INLET WITH
CURB AND MAKE PIPE CONNECTION
CONSISTENT WITH RMC 4-3-050S. PROVIDE
SUBMITTAL SHOWING PIPE/CB CONNECTION
ANGLES. IF CONNECTION ANGLES TO TYPE
1 CB ARE NOT FEASIBLE, INSTALL TYPE 2 CB
INSTEAD.
3. CONTRACTOR TO POTHOLE TO DETERMINE
EXISTING GAS MAIN AND SD
LOCATIONS/ELEVATIONS BEFORE
ORDERING CATCH BASINS. ADJUST IN FIELD
AS NEEDED TO MAINTAIN MINIMUM
CLEARANCES AS RED. BY CDR AND PSE.
u
R-411628
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lil
DEVELOPMENT ENGINEERING
jchavez 08/28/2020 O
0
Q
CITC RENTON
1300 BRONSON WAY N
RENTON,
RENTON, WA 98057
STORM DRAIN PLAN AND PROFILE
2020.07.02
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