HomeMy WebLinkAboutTED4001421.355
120 4.33%
LF-12"CMP @
90_
�- CB#19-TYPE I
TOP EL=9" 98.30
IE=93.59 (12") 95.00(IN)
85
94.80((OUT)
120 _- _ _-_ _ 120
FINISH GRADE / EXISTING GROUND
� r
115 - - 115
a \
'-CB#14-TYPE I
GRATE EL=1 49QV- 118.95
CB#13-TYPE I =J 87 \ `� �1.85%IE=14 b2 (12") 114.45
GRATE EL=1� 115.81 8& LF-1,2"C4P @
IE= " (12") i13.21 n i \ 110
76 LF-12"CMP
3.79% \ \\ \ \
FINISH GRADE
CQ#12-TYPE I -' ` \ EXISTING GROUND
113.73 GRATE EL= "� SS IE=109.94
( )
110.33(W) 1 110 5.10%
95 110.23(S R N[)05 i72 LF-12"CMP @ sr 8% 109 %
I 2._86% -- -
- - +98 LF-12"CMP @
SS IE=104 961
EXISTING GROUND
152 2 55n ,
�59 LF-12"CMP @ 3-4%
II
CB#11-TYPE I
GRATE EL= }e&A�l 107.72 4 LF-12"CMP @
IE=104.8 (12") 104.62
90 100 - -- -
\\
i
L SS IE=84.21
CB#18-TYPE I
TOP EL=944) 94.60 38 1.26%
IE=87.58 (12")89.60(IN) '� LF-12"CMP. @ 1-fti 7.27
89.70(ouT) 74 LF-12"CMP @ 3 9% so
EXIST 12"CMP
CB#17-TYPE I L CB#16-TYPE II(48") �EX 63±LF-12"CMP @ 10.3%±
TOP EL=8rr-9 83.45 TOP EL= " 92.37 TO EXIST CB @ IE=73.4±(12")�
I E=82.48 (12") 85.85 I E=82.99 (12" ) 85.37(IN) CB#15-TYPE
TYPE II
85.17(OUT) CONST OVER EX 12"CMP
TOP EL=84 O 86.89
IE=7�&1 (EX 12") 79.79
IE=8135 (NEW 12") 79.79
CB#10-TYPE I -
GRATE EL=196.8fl 105.10
IE=102.39 (12") 101.50(IN)
101.70(OUT)
rWATER
CB#7-TYPE I J I\
GRATE EL=102.57 101.23
IE=98-.-9E 12") A u
95 98.73(IN� 98.63E & W) -
___SS IE 95.55
SS IE=95.49,
99- LF-12"CMP @ 19.6
94 9.56%
90
p
130 \
36 4.72%
42- L 1\I MP @ 19.3
CB#5-TYPE I J
TOP EL=131.11 GRATE EL-T� 3 \
IE 128.43 (12") AV \ ----
1 128.9I(M----
128.81(OUT) WATER
"55 14.49%
CB#4-TYPE I LF-12"CMP @ io.9%
GRATE EL=127.99130.11
IE=arc (12") 127.11 \
110 120
FINISH GRADE---,,/
EXISTING GROUND j
105
i
32f / 4.85%
I i44 L F,Y2" CMP @ 2-.-9%
i
I
100
�F WATER
ti+ \�--6CB#8-TYPE I CB#9-TYPE I
" GRATE EL=193-.48 101.56 GRATE EL=1�9 106.59
LWA R\ IE=99.5 (12")98.96(IN) 98.86(OUT) IE=1�91 (12")104.59
�,61 L F A" CMP @ } $%
62 0.21% 95
EXISTING GROUND
FINISH GRADE
90
64 LF-12"CMP @ 12.45%
69 6F=12294P SLOPE T9 BE WFURMI_No D
TAI FIELD AFTER CCTnDI TCPTAI (' CI C1IATT ON
TOOPPETYPE L=�}3-9 91.54
CI J � OF Oi W TER SEPARATOR
\
IE=89.69 (12") _ 85
89.64(IN) 89.54(OUT)
80 1 80
WATER
CB#3-TYPE I _- FINISH GRADE
GRATE EL=124.-271233.
IE=119.92 (12") \ (\
115
119.14(IN) 119.04(OUT)
103 12.49%
146 LF-12"CMP 0 13-9% \
110
CONSR SHALL LOCATE END OF EXIST 12"CMP
& DETERMINE SLOPE PRIOR TO EXTENDING
I PIPE TO OIL/WATER SEPARATOR.
TOP EL=83.77; IE=81.57(12") �� EXIST 12"CMP
INST 3-BAFFLE OI/WATER SEPARATOR PER J
CITY OF RENTON STDS. lE lE TO BE FIEED
DETERMINED o_L��On_r�TO MnTru EX rnnnE
- EXIST CB
TOP EL=83.1
-IE=74.90 (12"W)
STORM DRAINAGE PROFILES
SCALE: 1"=5'(V);1"=50'(H)
NOTE: MIN CLEARANCE BET STORM DRAINAGE
& WATER MAINS @ X-INGS SHALL BE 12"
105 \
EXISTING GROUND
CB#2-TYPE I J\106.18
GRATE EL=1�
IE=IG6.14 (12")
100
- u �
WATER
123 9.09%
12-2- LF-12"CMP @ 12.0
95
1
125
-120
11
-_ 100
17.6%
LF-12 CMP @ 2-9-.$%
90 90
EXIST 12"CMP
CB#1-TYPE I J -EXIST CB
GRATE EL=94.1i 93.61 TOP EL=93.34 93.83
IE=91.59 (12")91.61 "^' TO r' 94.0
I E=9O.2F ( EX 12") 90.43
IE=99-59 (12"FROM CB#1)
90.73
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