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PROFILE
SCALE: 1"=20'(HORIZ), 1"=10'(VERT)
..................................................................
EXISTING GRADE ::::::::::::::..................::::::::::::
""'
"""
24" DI FORCE MAIN
FROM PUMP STATION
..........
SEE PUMP STATION PLANS
PROPOSED GRADE
® STORM
POND
... ............
50 LF ® 4.00% ....
.....
.
24" DIP
PS2-MH3, DISCHARGE MANHOLE - 54"
"
STA "P" 13+83.75 (56.2' LT)
.:
P
STA "P" 13+49.59
SEE DWG PS-5 FOR DETAILS
..
19.69 LT
..................................:.....
IE = 21.70
12 FEDAID: STPUL-1276(004)
HPP-1276(005)
SOME DATA ON RECORD DRAWINGS
IS BASED UPON INFORMATION
PROVIDED BY THE CONSTRUCTION
in CONTRACTOR TO THE CITY OF
.. RENTON, THE CORRECTNESS TO THIS
DATA HAS NOT BEEN VERIFIED.
PROFILE
SCALE: 1"=20'(HORIZ), 1"=10'(VERT)
60
50
40
30
20
10
0
*J BergerABAM RECORD
33301 9th Avenue South, Suite 300 D RAW I N G
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250 r
ao
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40 40
30
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30 30
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17 LF ® 3.937
20
PVC
20 20
DR1-UD12, CB TYPE 2 - 72"
STA "S" 16+17.34 (34.6' RT)
10
10 RIM =10.12 10
IE (W) = 7.00 (PERFORATED
..
PVC PIPE)
IE (E) = 7.00 (PERFORATED
0
0 PVC PIPE) 0
IE (W) = 6.00 (8" PVC)
-10
-10 DR1-SD3, CB TYPE 2 - 60" -10
STA "S" 16+01.11 (39.9' RT)
RIM = 11.67
IE (N) = 1.50 (24" HDPE)
-20
0+00
.......
.20 IE (E) = 5.33 (PVC) -20
IE (SW) = -0.50 (36" DIP (TO PUMP STATION))
0+47
PROFILE
SCALE:
1"=20'(HORIZ),
1"=10'(VERT)
(GRNDWTR)
BEE
—ivns
REVISION BY DATE APPR -
60
50
40
30
20
10
0
-10
PROFILE
SCALE: 1"=20'(HORIZ), 1"=10'(VERT)
PROFILE
AS SHOWN
�� DATUM
SCALE: 1"=20'(HORIZ), 1"=10'(VERT)
CITY OF
RENTON
Public Works Department
Approved For Construction
NOTES:
1.
STORM DRAIN INVERTS ARE MEASURED FROM
40
CENTER OF STRUCTURE.
2.
ALL FRAMES AND LIDS SHALL BE OF LOCKING
TYPE PER WSDOT STD PLAN B-30.10-00.
30 3.
CB TYPE 1 PER WSDOT STD PLAN B-5.20-00.
4.
CB TYPE 2 PER WSDOT STD PLAN
B-10.20-00.
20
5.
ALL CATCH BASINS SHALL HAVE VANED
GRATES UNLESS OTHERWISE SPECIFIED.
6.
VANED GRATES PER WSDOT STD PLAN
10
B-30.30-00
7.
COMBINATION INLET PER WSDOT STD PLAN
B-25.20-00
0 8.
PIPE ZONE BEDDING AND BACKFILL FOR STORM
SEWER PIPES PER WSDOT STD PLAN
B-55.20-00.
9.
BEEHIVE GRATES SHALL BE OLYMPIC FOUNDRY
-10
INC PART NO SM60BH OR EQUIVALENT.
10.
SOLID LIDS AT CATCH BASIN TYPE 1
STRUCTURES PER WSDOT STD PLAN
B-30.20-00.
-20
7DRX-SDX
7 DENOTES STORM DRAIN
STRUCTURE NUMBER
DENOTES DWG NUMBER
DRX—UDX
DENOTES UNDER DRAIN
60 STRUCTURE NUMBER
DENOTES DWG NUMBER
50 Psx-Plsx
DENOTES PUMP SYSTEM
STRUCTURE NUMBER
40 DENOTES DWG NUMBER
30
20
10
0
-10
20 0 2^ ^
scale R-369384
STRANDER BOULEVARD EXTENSION 5/20/15
PHASE 1, SEGMENT 2A
DRAINAGE PROFILE DP-2
SHEET 2