HomeMy WebLinkAboutR-4035128 7 6 5
3
i
Lo
co
O
1
0
W
0
0
rr
w
4A
w
Q
0
4A
/ / r co 1
,
:
: „ �
r ' \ =a z
" 4431
5
> 7
TYPE 1 C A T C44 BASIN I H D P E (TYP) , _ ._ 44. ; - _,,, _... _.... .... .. _._ ."_ ,.. _.... ...... ..._ ..._ .._
q
r(TYP), SEE' SHEET 2.' SEE SHEET 2 , �-- -- -.._ ... Z '. 'a
DETAIL 2 DETAIL 3 _ - _......_ . _.. _.... _ _...__
_.._.... _.... _.
i �le
t S C
/ �.Q Q
Y /,
Y 7:� e i C B I
Y 21 Y <C
j� CSC C• ..
%0 0 Clt ,.� • F $ t r r4� : L`F° �� ,Q Q eJ � .. 1 ; " � Y Q of
. ���"„' Q r 1
/ Y i •4V Y
,
Y Yy f y�
Y Y ' ,
I
t
•. ,, Y
f ,,,, y Y ,, '.`Y.Y,..YYYYY..Y YYY. ,'r<
10 C CB1 13 CB�Y4: 16:'::
B, .2 �� <B 1� ra o
Y S <` �(
, , } ,
`. S 'S ', C T
> > YYY ....'' 1
.YYY S,
Yy.
YYY
r Y )'
/ I I
1 }
.l.
K`
t I
L' J I_ I_ I_ I_ J I_: L: I_ 11 I_ I_: i I I_: i I_: i I_ i I_: i I_ i I_: j I_ i
TYPE II CATCH •rk; r
a'11� -, BASIN (TYP),
pu) I: i I i I: �: I I.'I I::i -i I::i I, i -.,SEE SHEET 2, #
t I- _ J _•J J -J -J .-J t .J •J _J 1 'J J J 'J 'JJ J JJ 1
JDETAIL 6fj
,< :<< I I I I I I I I I I I ►1 I I I I I I I I I I .'.��<•�'"' ?
I I I I I I I I I I I I I I I I I I I I
%,if..',` I I I I I I I I I I 11 I I I I I I -••- I I I I `;;,t1' ,;, I
i I I I I I I I I I I I I I I I I `. "-� I I I I
J ` J L _I -I !! -I J -I -I ` -I -I -I L -I
97LF 8 @ 0.5% -- 10OLF 8 @ 0.57. -- 54LF 8 98LF 8 @ 0.5% -i% CB28 60LF 12
CB22 // CB23 // CB24 // 11 CB26 // CB27 10OLF 8" @ 0.5% " CB29i1
ED
�
- =
@0.5% CB25 @0.5%
t;
I- - 1 I_I1
------,---,------,---� --- --- --- --- ---
;cvlj:.
NORTH -SOUTH BASELINE
N 00.39.32" W-G-11a.
I I I I I- - - -I I- - - -I I- - - -I I- - - -I---x.1`I:E°1',
- --- - - - - - - - II
10OLF 8 96LF 811 64LF 8 1 100LF 8 1 1 11 98LF 8' I CB3:711
1 CB31 I- -' @ 0,5% � -' CB32 CB33 `-� CB3 -I L CB35 1--J I CB36 60LF 12"
IL
0.5%
rJ rJ k(
ri rJ
I_ I_
1- 1- J I_ j I_ J I_' J I-' i �� "'► I_' I_' J Li I_ J I J I_ I_` J I_• i Li I_
(oi 6
1_:� u r Iftxx, ,#
:: :: I : it
Li i
_J J _J _J _J _J _ J J - J , _ JI::,
„
17LF 12" @ 0.5% 4 DRAIN FROM TRENCH III I
I 60LF 8" 74LF 8" 65LF 12" 60LF 12" 1OOLF 12"
(TYP 7 PLACES)
CB38 @ 0.5% CB39 1 0OLF 8" @ 0.5% CB41 @ 0.5% - CB43�� C844 @ 0.5% @ 0. 5% CB45 @ 0.5% CB48 12
I I '
0 CB57 5 11
@ %
��f w IIII1I w 0011
1 1 1II w 1I1I 1 STATION
I2O5N M001111II 11 GATE VALVE 11
LL (TYP), SEE LELEVATION � 11
OSHEET 2,
II II II
AV
<<<<
t<
x
... v..... <`
11 II 11 DETAIL 4 MII I
"r.
r...` 46
....-
CB58
_
1 CB42 CD II II O Ln %
Li LL % c c Rax
< a'
.. ., ..
11-
!,
" _ •. v v . ,
_ v " , "
•�,
i
_ Ir
v�S�TEDP'. V�.
T-X
�
.
}
1.
!{0 n"
- C R[SVA
NOFEI'C-1;��tA � N�v=---=�C H�E2;vS
-�r
.D
CB47
- MATCH L I N E ( 2 3 0 K V S I DE CONTROL
( 1 1 5KV S I DE )
CB10
TYPE I
RIM EL 437.92
N=174045.02
E=1304802.05
S-IE 8" 436.51
CB11
TYPE I
RIM EL 437.92
N=173995.03
E=1304802.63
N-IE 8" 436.26
S-IE 8" 436.26
CB12
TYPE I
RIM EL 437.92
N=173935,03
E=1304803,32
N-IE 8" 435.96
S-IE 8" 435.96
CB13
TYPE I
RIM EL 437.92
N=173875.03
E=1304804.01
N-IE 8" 435.66
S-IE 8" 435.66
CB1 4
TYPE I
RIM EL 437.92
N=173825.04
E=1304804.58
N-IE 8" 435.41
S-IE 8" 435.41
CB15
TYPE I
RIM EL 437.92
N=173761.04
E=1304805.32
N-IE 8" 435.09
S-IE 8" 434.71
W-IE 8" 434.81
CB16
TYPE I
RIM EL 437.92
N=1 7371 5.05
E=1304805.85
N-IE 8" 434.48
S-IE 8" 434.48
CB17
TYPE I
RIM EL 437.92
N=173665.05
E=1304806.42
N-IE 8" 434.23
S-IE 8" 434.23
CB18
TYPE I
RIM EL 437.92
N=1 73608.05
E=1 304807. 08
N-IE 8" 433.95
S-IE 8" 433.95
CB19
TYPE I
RIM EL 437.92
N=173558.06
E=1304807.65
N-IE 8" 433.70
S-IE 8" 433.70
CB20
TYPE II
RIM EL 437.92
N=173500.09
E=1304808.32
N-IE 8" 433.41
S-IE 12" 433.08
CB21
TYPE II
RIM EL 437.92
N=1 73440. 09
E=1 304809.01
N-IE 12" 432.78
W-IE 12" 432.68
CB22
TYPE I
RIM EL 437.75
N=174044.26
E=1304736.06
S-IE 8" 436.40
CB23
TYPE I
RIM EL 437.75
N=173934.27
E=1304737.32
N-IE 8" 435,91
S-IE 8" 435.91
CB24
TYPE I
RIM EL 437.75
N=173824,28
E=1304738.59
N-IE 8" 435.41
S-IE 8" 435.41
CB25
TYPE I
RIM EL 437.75
N=173760.28
E=1304739.32
N-IE 8" 435.14
E-IE 8" 435.14
CB26
TYPE I
RIM EL 437.75
N=1 7371 7. 31
E=1304739,82
S-IE 8" 436.42
CB27
TYPE I
RIM EL 437.75
N=173607,32
E=1304741.08
N-IE 8" 435.93
S-IE 8" 435.83
83LF
- - - - - - -
6" PERF
- - - - -
-�
- - - -
83LF
6" PERF
CB51 PVC
@ 0.5%
GI-2 tll
11`G I-1
PVC
@ 0.5%
CB54
----
I r r r
i
r 91
--� IiLn
I cDpO
I
cDll�
I r
I
r n
11 11 11
II 111
LL II C°J
LL II LL
1 II
II II 11 I
I
d
d it
n LL
M II w
I
I
vliw
- -
II
83LF
6" PERF
-� JI�I
f-
83LF
6" PERF
CB52 PVC
@ 0.5%
CB53
CB55
PVC
@ 0.5%
CB56
6// PERF SCH 80J
PVC (TYP), SEE
SHEET 2, DETAIL 5
CATCH BASIN SCHEDULE
CB28
TYPE I
RIM EL 437.75
N=173499.33
E=1304742.33
N-IE 8" 435.33
S-IE 12" 434.99
CB29
TYPE II
RIM EL 437.92
N=173439.33
E=1304743,02
N-IE 12" 434.69
S-IE 12" 430.66
W-IE 12" 430.66
E-IE 12" 432.36
C630
TYPE I
RIM EL 437.75
N=1 74043.72
E=1 304678.06
S-IE 8" 436.39
CB31
TYPE I
RIM EL 437,75
N=173933.73
E=1 304679.33
N-IE 8" 435.89
S-IE 8" 435.89
CB32
TYPE I
RIM EL 437.75
N=1 73823.74
E=1304680.59
N-IE 8" 435,41
S-IE 8" 435,41
CB33
TYPE I
RIM EL 437.75
N=173770.71
E=1304681.20
N-IE 8" 435.09
W-IE 8" 435.09
CB34
TYPE I
RIM EL 437.75
N=173716.65
E=1 304681 .82
S-IE 8" 436.42
CB35
TYPE I
RIM EL 437.75
N=173606.65
E=1304683.09
N-IE 8" 435.92
S-IE 8" 435.92
CB36
TYPE I
RIM EL 437.75
N=173498.66
E=1304684,33
N-IE 8" 435.43
S-IE 12" 435.10
CB37
TYPE II
RIM EL 437,92
N=173438,67
E=1 304685. 02
N-IE 12" 434.78
E-IE 12" 430.95
W-IE 12" 430.98
CB38
TYPE I
RIM EL 437.75
N=173995.80
E=1304603.49
S-IE 8" 436.46
CB39
TYPE I
RIM EL 437.75
N=173935.80
E=1 304604. 1 8
N-IE 8" 436.16
S-IE 8" 436.16
W-IE 8" 436.20
CB40
TYPE I
RIM EL 437.54
N=173935.46
E=1304574.19
E-IE 8" 436.38
CB41
TYPE I
RIM EL 437.75
N=173825.81
E=1304605.45
N-IE 8" 435.66
S-IE 8" 435.66
W-IE 8" 436.05
CB42
TYPE I
RIM EL 437.50
N=173825.46
E=1304575.45
E-IE 8" 436.23
CB43
TYPE I
RIM EL 437.75
N=173751.81
E=1304606.30
N-IE 8" 435.12
S-IE 12" 434.38
W-IE 6" 434.79
E-IE 8" 434.71
CB44
TYPE I
RIM EL 437.75
N=173734.78
E=1304606.50
N-IE 12" 434.29
S-IE 12" 434.29
W-IE 6" 434.79
CB45
TYPE II
RIM EL 437.75
N=173605.79
E=1304607.98
N-IE 12" 433.67
S-IE 12" 432.27
W-IE 8" 432.60
CB46
TYPE I
RIM EL 437.75
N=173605.44
E=1304577.98
E-IE 8" 432.75
W-IE 8" 432.75
CB47
TYPE I
RIM EL 437.75
N=173585.31
E=1304537.94
E-IE 8" 432.98
CB48
TYPE II
RIM EL 437.75
N=173497.80
E=1304609.22
N-IE 12" 431.76
S-IE 12" 431.76
W-IE 8" 435.80
CB49
TYPE I
RIM EL 437.75
N=173497.34
E=1304569.22
E-IE 8" 436.01
CB50
TYPE II
RIM EL 437.92
N=173497.80
E=1 304609. 91
N-IE 12" 431.42
E-IE 12" 431 - 36
4" CONN CTION
FOR FOOTING DRAIN
Lj
SPCC CURB AREA,
SEE SHEET 2, DETAIL 7
EAST -WEST BASELINE
N 89.20.28" E
CB51
TYPE I
RIM EL 438.25
N=173833.35
E=1 304521 . 38
S-IE 6" 436.25
CB52
TYPE I
RIM EL 438.25
N=173832.86
E=1304478.44
S-IE 6" 436.45
CB53
TYPE I
RIM EL 438.25
N=173750.35
E=1304479.39
N-IE 6" 436.03
E-IE 6" 435.93
CB54
TYPE I
RIM EL 438.25
N=1 73651. 36
E=1304523.47
N-IE 6" 436.25
CB55
TYPE I
RIM EL 438.25
N=173733.37
E=1304479.58
E-IE 6" 435.93
S-IE 6" 436.03
CB56
TYPE I
RIM EL 438.25
N=173650.87
E=1304480.53
N-IE 6" 436.45
CB57
TYPE I
RIM EL 437.75
N=173669.79
E=1304607.24
N-IE 12" 433.97
S-IE 12" 433.97
W-IE 8" 435.80
CB58
TYPE I
RIM EL 437.50
N=173669,32
E=1 304566, 85
E-IE 8" 435.98
GI-1
GRATE INLET W/OIL STOP VALVE
RIM EL 439.65
N=173733.87
E=1304522,52
E-IE 6" 435.21
W-IE 6" 435.71
S-IE 6" 435.84
GI-2
GRATE INLET W/OIL STOP VALVE
RIM EL 439.65
N=173750.85
E=1304522.33
N-IE 6" 435.84
E-IE 6" 435.21
W-IE 6" 435.71
FLOW CONTROL STRUCTURE
TYPE II (SEE D-18737-02)
EMERGENCY OVERFLOW STRUCTURE
TYPE II (SEE D-18737-02)
HOUSE n
i�9r_ ?!I
00
co
M 'O
l Q
t
I#
r L
I
IT
r-
,
M
Q
<O ff
f
f'
H N M /
i,
P I ' RIP RAP \,#
;AROUND 11
TRASH RACK,
;8EE NOTE 2
' Q _ 48LF 12 @ IT N
0.5% TO
OUTFALL IE 425.50
W/TRASH RACK,
- SEE D-18737-029 . #
DETAIL
ti
EMERGENCY
OVERFLOW
i STRUCTURE
Y
I FLOW CONTROL
STRUCTURE
j j fit• ! ; � 4 ; I
/ f1 ! # E E I
/ U1 ! i
! C3 ) re) i I co
c"i
el
11
/
r
�S i
rj
NOTES
1. ALL NEW STORM DRAIN PIPE SHALL BE HIGH DENSITY
POLYETHYLENE (HDPE) PIPE (W/CORRUGATED EXTERIOR
AND SMOOTH INTERIOR) UNLESS OTHERWISE NOTED.
2. RIP RAP SHALL BE 6 TO 8" ANGULAR ROCK, 18" DEEP
AND SHALL BE 10'L x 10'W CENTERED ON TRASH RACK.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
owu
DEVELOPMENT ENGINEERING %+
SURFACE WATER UTILITY
jtjohnson 05/09/2017
rstraka 05/09/2017 '
30 0 30 60
REVISION DESCRIPTION:
PERMIT SUBMITTAL
CAD
ENGINEER
REVIEWED
APPROVED
GRAPHIC SCALE
1 " = 30'
WO NUMBER: 111022315
LEGEND
438.25
FINISHED GRADE ELEVATION
PROPERTY LINE
CATCH BASIN, TYPE I
(SEE DETAIL SHEET 2)
CATCH BASIN, TYPE
II (48" )
(SEE DETAIL 2 SHEET )
E
HIGH DENSITY POLYETHYLENE
DRAINAGE PIPE (W/CORRUGATED
EXTERIOR 8, SMOOTH INTERIOR)
STATION FENCE
SLOPE AND FLOW DIRECTION
CABLE TRENCH
FOUNDATIONS (REF ONLY)
RIPRAP
D-18730 SITE LAYOUT AND GENERAL NOTES
D-18732 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
D-18734 GRADING AND FENCING PLAN
D-18737 DETENTION POND PLAN
D-18738 FOUNDATION PLAN
D-18739 STRUCTURAL PLAN
D-14566 ELECTRICAL ASSEMBLY PLAN
120
R-403512
y eEFOoE YOGo CALL BEFORE
YOU D I G
Call: TOLL FREE
1-800-424-5555
DRAINAGE PLAN
230KV SWITCHYARD
TALBOT HILL SUBSTATION
DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO
'l / I� / �� • SOUND ENGINEERING
GINE R T D-18736 0
ENERGY SHEET: 1 OF 2
SCALE: 1 "= 30' -O" CLASS: S I TE FILE NO:
ti 11-7 14-c CADD NO: $$DGN$$ CODE: TAL
E
0
$FILE$
8 I 7 ( 6 I 5
I
4
I
3
2 i 1