HomeMy WebLinkAboutTED4002165.6SECTION 18, TWP 23 N, RGE 5 E, W.M.
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E?
WEST
EXSDM
STORM
DRAIN
SYSTEM
SCHEDULE OF STRUCTURES
STRUCTURE
ELEVATIONS
ITEM
TYPE
TOP
PIPES
CB1
TYPE I CATCH BASIN
-2g--94
IE
8"
OUT
= 1-8-:78
STD.
GRATE
6.324
5,434
CB2 *
TYPE
I CATCH
BASIN
IE
12"
IN &
OUT = -16.92 5.041 12"IN W51 4"I
STD. GRATE
INSTALL
12"
TEE ON OUTLET PIPE 5.031 OUT
C133
NOT
USED
N/A
N/A
CB4
TYPE
I CATCH
BASINS
IE
8"
IN =
I ;Z. 9 9 5.638
STD.
GRATE
6 6
IE
12"
OUT
= +F-- 5,618
CB5
TYPE
I CATCH
BASIN
48_6,748
IE
8"
IN =
�:� 5.784 E. 5.623 SW
STD.
GRATE
IE
12"
OUT
= �.�- 5,783
CB6
TYPE
STD.
I CATCH
GRATE
BASIN
IE
IE
8"
8"
OUT =9{�
OUT -
6.097 IN AND OUT
28.58 6,165
C137
TYPE I CATCH BASIN
D.
GRATE
C138
TYPE
I CATCH
BASIN
94. 5 e
IE
8"
OUT =
- 2.9 6.728
STD.
GRATE
7.428
CB9
TYPE I CATCH BASIN
STD. GRATE
„
IE 8 OUT =
-z$:$- 5.995
CB10
TYPE
I CATCH
BASIN
IE
8"
IN =
4 8-;� 5 5.593
STD.
GRATE
IE
12"
OUT
= t8--�-5 5.553
CB11
TYPE
I CATCH
BASIN
IE
12
IN =
1;�. 45 IE 12" OUT = i:�.48
STD.
GRATE
IE
8"
IN =
I;Z-4g 5J9712"IN N.5.2912"IN W.
CB12
TYPE
I CATCH
BASIN
IE
8"
OUT =
.286 �6-�-6 s.p27 5J91 OUT
STD.
GRATE
CB13
TYPE
I CATCH
BASIN
2 2. z3e.
IE
8"
OUT =
" 54- 5,693
STD.
GRATE
RAINIER " ' VE• S®U TH S 19° 58' 03" E
BUit�
NOTE: PROFESSIONAL LICENSE STAMP SIGNED AUGUST 1995 CERTIFIFS AS-•B SU ONLf,
NOTE: AS -GUILTS FIELD SURVEYED BY PAC -TECH ENGINEERING INC. JULY 1995.
NOTE: AS -BUILT DATA PER CITY OF RENTON SURVEY CONTROL NETWORK.
__1
STORM
DRAIN
SYSTEM
SCHEDULE OF STRUCTURES
STRUCTURE
ELEVATIONS
ITEM
TYPE
TOP
PIPES
C B 14
TYPE I CATCH BASIN
-2�98
I E
8"
I N &
5.8891N
O U T = -9-��$
STD.
GRATE
6.634
5.809 OUT
CB15
TYPE
I CATCH
BASIN
IE
8"
IN &
OUT = .I Q C42 5,988 1N
STD.
GRATE
ktw
5,968 OUT
CB16
TYPE
I CATCH
BASIN
f..215
IE
8"
OUT
= 2E)-6 6.113
STD.
GRATE
CB17
TYPE
I CATCH
BASIN
22.4
IE
8"
IN &
OUT = 19.52- 5.971OUT
STD.
GRATE
5.981IN
CB18
TYPE
I CATCH
BASIN
24-49-
IE
8"
OUT
= 49.98 6.044
STD.
GRATE
C819
TYPE
STD.
I CATCH
GRATE
BASIN
,i.4..69
.502
IE
8"
OUT
= MATCH EXIST. PIPE 7.173 4"AD
CB20
TYPE
STD.
I CATCH
GRATE
BASIN
IE
8"
OUT
= MATCH EXIST. PIPE 7.119 6"RCP
CB21
TYPE
STD.
I CATCH
GRATE6.840
BASIN
22-6.9
IE
8"
OUT
= 19--55 5,970
CB22
TYPE
I CATCH
BASIN
IE
8"
IN &
5.426IN
OUT = �-
STD.
GRATE
5.386 OUT J
CB23
TYPE
I CATCH
BASIN
IE
8"
IN =
-18.185.395 AP 0
STD.
GRATE
, '
IE
12"
OUT
5.395
CB24
TYPE
STD.
I CATCH
GRATE
BASIN
IE
8"
OUT
'
= -2G.9 5,929 �
CB25
TYPE
STD.
I CATCH
GRATE
BASIN
IE
8"
OUT
- 1�:-9.9- r'
_ 5,549
6
CB26
TYPE
I CATCH
BASIN
42 ��
IE
12
IN &
5.262
OUT = -1-�:-8
STD.
GRATE
IWA
:
Ntm
Imo^
• �- � '� /` Z,
f.
..
0 REMOVE EXISTING STRUCTURES AND PLUG LINES
STORM DRAIN SYSTEM SCHEDULE OF STRUCTURES
STRUCTURE
TYPE
TYPE I CATCH BASIN
STD. GRATE
TYPE
I CATCH
BASIN
STD.
GRATE
TYPE
I CATCH
BASIN
STD.
GRATE
TYPE
I CATCH
BASIN
STD.
GRATE
TYPE
I CATCH
BASIN
STD.
GRATE
TYPE
I CATCH
BASIN
STD.
GRATE
TYPE
I CATCH
BASIN
STD.
GRATE
TYPE
I CATCH
BASIN
STD.
GRATE
ELEVATIONS
TOP I PIPES
5.982
• •-
5.576 5.586 IN
.6
5.588
. • ..
5.578
$
6
IE
8"
OUT =
6�
L
E
IE
8"
12"
IN =
OUT
�9 9 5,723
= 44�-- 5.718
E
12"
IN &
5,550 IN
OUT = 18.t5 5,525 OUT
IE
12
IN &
OUT = 1-�-�� 5.324 IN
gft Leonard, Boudinot & Skodje Inc.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
a 603 South First Street; P.O. Box 1228
-- Mount Vernon, WA 98273
Tel: 206-336-5751 Fax: 206-336-3981
V�E\/ISIDNS Fie Cfr�(C1DmmE lTs
GbI�
OL�L
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2
REVISIONS PER CITY COMMENTS
DEL
HAF
8/12/94
1
REVISIONS PER CITY COMMENTS
DEL
HAF
7 14 94
NO.
REVISION
BY
APPR.
DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
FRED MEYER
RENTON CENTER
STORM DRAIN PLAN EAST
DESIGNED: DEL DATE: 8`8/94 FILE NAME: 94058
DRAWN: DEL
CHECKED: HAF SCALE: 1 = 50,, - FlELo eoac: PAGE:
APPROVED: SHEET. C- 9 OF:36
DIRECTOR Or PUDLIG WORKS
F