HomeMy WebLinkAboutR-433509Co
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CATCH BASIN
RIM 400.13
12" CONC SW 397.30 IE
CATCH BASIN
RIM 398.80
12" CONC NE 394.86 IE
12" CONC N 394.84 IE
12"CONC SW394.91 IENPN,L G
P�
LF 6" CPE
.43
@ 643`
OUND INVERTED NAIL IN
NCRETE POST, INCASED
WORKMAN ARLENE M.
0323059055
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Know what's below.
Call before you dig.
CATCHBASIN
M 399.93
N E 395.33 IE
NC SW 395.21,4E
97 LF 6" CPEP @ 0.50%
PERVIOUS CONCRETE
OR PERVIOUS PAVING
CO #4---,
4
10 LF 6" CPEP @ 0.50%
24"FIR .:
CB #2
20' SEWER EASEMENT
16"FIF
27 LF 69,,f REP @ 0.50°/
5 LF 6" CPEP @ 0.50%
CB #3--
I /
�0.� kEGISTV w
�SSIONAL E��1
07/21 /2025
FLOW LINE TO BE MAINTAINED
PER MODIFICATION REQUEST
23'
i
� CO #2
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
/ FOUND INVERTED NAIL IN
CONCRETE POST, INCASED
CATCH BASIN
RIM 400.78
12" CONC SW 397.38 IE
PROPOSED
COMMERCIAL BUILDING
III �
D
- REFER TO ARCHITECTURAL
PLANS FOR DOWNSPOUT
LOCATIONS
<ti INSTALL FOOTING
DRAIN ALONG WALL
BECK HOLDINGS LLC
0323059044
8" CONCRETE CULVERT
393.56 IE
1IOUS CONCRETE
ERVIOUS PAVING
-6`0 LF 6" CPEP @ 0.83%
CONNECT TRASH ENCLOSURE DOWNSPOUT
TO BUILDING ROOF DRAIN LINE
LF 6" CPEP @ 2.33%
- FRENCH DRAIN
-CB #4
LF 12" CPEP @ 0.50%
12 LF 6" CPEP @ 3.16%
-21 LF 12" CPEP @ 1.37%
-19 LF 6" CPEP @ 0.50%
DETENTION
CHAMBERS
48 LF 12" CPEP @ 1.04%
DISCHARGE TO EXISTING
STREAM PER HPA PERMIT
NUMBER 2025-4-81+01
48" CMP CULVERT
389.11 IE
�{ ANTICIPATED HIGH
WATER MARK = 392.05
ROCKERY
GIA ENTERPRISES
0323059097
1
C4.4
1
C4.3
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
CB #1
54" TYPE 2
RIM = 398.05
CONTROL STRUCTURE
IE
= 393.08 (12" S)
SOLID LID
IE =
393.08 (12" NW)
N 618.12
E 953.98
CB #2
RIM = 397.78
NYLOPLAST DRAIN 30"
IE
= 394.23 (6" SE)
SOLID LID
IE
= 394.64 (6" N)
N 611.60
IE =
393.14 (24" NE)
E 866.55
CB #3
4'x6' BIOPOD SURFACE VAULT
RIM = 394.97
WITH INTERNAL BYPASS
IE
= 394.40 (6" NE)
N 584.71
E 873.84
CB #4
RIM = 398.45
48" TYPE 2 MH
IE
= 395.00 (6" NW)
SOLID LID
IE =
394.50 (12" SE)
N 661.81
IE =
394.50 (12" SW)
E 980.15
CB #5
TYPE 1
RIM = 397.90
BEEHIVE GRATE
IE
= 394.86 (12" N)
N 628.11
E 991.20
CB #6
RIM = 398.44
NYLOPLAST DRAIN 30"
IE =
394.40 (12" NE)
SOLID LID
IE =
393.14 (24" SW)
N 658.30
IE =
393.14 (12" SE)
E 972.96
CB #7
NYLOPLAST DRAIN 30"
RIM = 398.24
SOLID LID
IE =
393.08 (12" SE)
N 629.70
IE =
393.08 (12" SW)
E 946.88
CB #8
RIM = 398.33
TYPE 1
IE
= 394.57 (12" S)
SOLID LID
IE
= 395.07 (6" E)
N 649.26
IE =
394.57 (12" NW)
E 988.22
CO #1
RIM = 399.89
N 778.58
IE
= 398.85 (6" SW)
E 988.24
CO #2
RIM = 399.82
IE
= 397.32 (6" NE)
N 733.37
IE
= 397.32 (6" SW)
E 895.69
CO #3
RIM = 399.21
IE
= 395.18 (6" NE)
N 718.77
IE
= 395.18 (6" S)
E 865.79
CO #4
RIM = 397.85
IE
= 394.69 (6" S)
N 621.39
IE
= 394.69 (6" N)
E 865.67
CO #5
RIM = 397.66
IE
= 394.37 (6" SW)
N 587.01
IE
= 394.37 (6" NW)
E 878.56
CO #6
RIM = 397.45
N 710.04
IE
= 395.95 (6" S)
E 1000.47
CO #7
RIM = 397.00
IE
= 395.45 (6" N)
N 650.10
IE
= 395.45 (6" S)
E 1000.19
IE
= 395.45 (6" W)
CO #8
RIM = 397.04
N 631.44
IE
= 395.54 (6" N)
E 1000.11
N
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
STREAM BUFFER
EDGE OF STREAM
STREAM BUFFER
BENCHMARK
VERTICAL DATUM = NORTH AMERICAN VERTICAL
DATUM NAVD 88 (CITY OF RENTON)
CITY OF RENTON SURVEY CONTROL POINT 2189
BASE: CITY OF RENTON CONTROL POINT #1845
FOUND MONUMENT INCASED AT STREET
INTERSECTION OF 148TH AVENUE SOUTHEAST
AND SOUTHEAST 112TH STREET. KING COUNTY
SURVEY CONTROL POINT NO. 3725.
ELEVATION: 467.77 FEET
SITE NO. 1
SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE
OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT
CENTER OF DRIVEWAY
ELEVATION: 400.60'
SITE NO.2
SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF
LIGHT STANDARD, 27' NORTHEAST OF SOUTH
END OF 6' CYCLONE FENCE.
ELEVATION: 396.77
STORM NOTE
1. ALL STORM LINES AND STRUCTURES
ON -SITE ARE PRIVATE UNLESS NOTED
OTHERWISE
18"
1-1/2" DRAIN ROCK
.. •
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SEPARATION FABRIC
6" PERFORATED • -
SLOTTED QW54�PIIPP
FRENCH DRAIN
NOT TO SCALE
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