HomeMy WebLinkAboutS-298101CITY OF RENTON
EX. MH6 .2 BENCHMARK 415 SEWER PLAN
TOP = ELEV. 372.49
CTRCHN . CHNL NW `'�•
SW =328.2 .4�'-
�- o 3ii'.8° / A PORTION OF THE NW 1/4, NE 1/4, SEC. 20, T. 23 N., R 5 E, W.M.
o CTR. CHNL NE // 1._�,
t� _
" �- �< ��.::\ .. ( & SW =371.3 -<" ,'E)L 122 LF 8" PVC 0 0.47% _
0 25 50 100
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CL / D(. 35 LF PYG
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AD EL 40
� 32
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Q = �"'� � TRACT A 38 g 37 B 36-w 35 5 34.1 33 - \
STORM DRAINAGE
_ \ \\ a a PAD 0 5 \,
ri
> /J I a < Q a
r / J a °" °' TER PER EL =41 .
w _ - \... - \ \ I - PER ARAT SEPARATE yy�1 �r
C sscoji
NECTION
� , + :: ..� �. � ,._ -. $.� ' -- -- � ,.... .. • .:. - _ - _ DETAIL, THIS SHEET
-...
35 LF 8" PVC
'mm'- 0.97%
Y AD ELQ41
0' SIfiARY SEWER
_ y 01 AllC Fna as i °Y
EASEMENT TO CITY.
O v �_ _ m a7E a u�►v�� o o PROPOSED ASPIT -_
co
TR
.\ \ ♦ \\ LANDSC AREA: V o o Tj ;x
`,� �< 41 w 42 W 43 I 44 w. I PAD EL =4125 Y PAD EL= 414.5
w W o a B" Pvc 29 1
d
PAD EL =396.5
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CONC.
SID )IIALK
y O \ - : �. �; ^ c �,•.:':,: PAD EL =399.5 PAD 2$415.
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y �.. \ \ \\ B.Pv ar PAD EL =408.2
E'€ / PAD EL -403.0 50
O 49
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y
w D. PAD EL -417.5
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SIDE SEWER DATA
LOT NO.
LENGTH. (FEET)
INVERT AT MAIN
INVERT AT SUB
SLOPE
1
33
386.57
390.50
11.90%
2
26
390.31
393.50
12.26%
3
4
26
26
391.79
393.74
397.00
397.50
20.03%
14.46%
5
29
39558
399.00
11.79%
6
7
28
29
.398.05
399.62
401.50
403.50
12.32%
13.37%
B
9
26
26
401.72
403.76
405.20
407.50
13.38%
14.38%
10
27
405.82
410.50
1733%
11
12
30
20
409.28
410.63
412.50
420.00
10:73%
46.85%
13
14
28
28
41 C.91
411.26
418.00
414:50
25.32%
11:57%
15
16
30
27
411.26
410.85
413.06
420.50
2. Q0%
35.74%
17
15
418.48
422.50
26.80%
18
19
55
32
420.29
420.29
423.00
422.50
4.927
6.90%
20
32
416.00
422.50
20.31%
21
22
36
36
412.33
410.16
421.50
420.50
25.47%
28.72%
23
36
409.91
418.50
23.86%
24
25
36
36
409.71
409:41
416.50
41450
18.86%
14.13%
26
36
409.16
413.50
12.05%
27
28
36
38
407.68
406.01
411.50
409.50
10.61%
9.18 %.
29
30
39
38
404.30
403.27
408.50
406.50
10.76%
8.57%
31'
23
402.25
404.50
8.30 %',,
32
33
66
35
40225
401:38
403.91
405.50
2.00%
11.77%
34
40
399.76
404.50
11.85%
35
36
40
39'
398.22
395.78
403.50
401.50 :
13.20%
14.66%
37
38
394.30
400.50
16.31%
38
39
38
24
392.53
390.85
: 398.50
395.50
15.71%
19.37%
40
41
24
24
392.12
393.82
397.50
399.50:
22.41 %'
23.66%
42
43
24
23
395.28
397.17
401.50
403.00
25.91%
25.34 %.
44
23
.398.44
.404.50
26.34%
45
46
22 :
25
400.33
406.59
406.50
411.50
28.04 %.
13.63%
47
48
36
36
405.82
403.76
409.50
407.50
10.22%
10.38%
49
35
401.32
404.50
9.08 %.'
50
32
399.39
402.50
9.71 %:.
sw s 10 nw III
PROPOSED 6 PVC SIDE
-
SEWER B OW.)
\\ W CAP MARKER 1 f
PROVIDE 2 0% I'M€N. SLOPE ilZ PAD' EL =422.5
AND S 'STUB IE 6 FEET - - } :..I 24
\ % PAD EL =4165 I N N Co 1 - PAD EL =424.5 v
\ ` \ 15 - 14 w 13 w 12 w 23
-2
\\ ssu
�! PAD EL =426.5 :
` `\ 3 22
_z ` EMERGENGY ACCESS /^ 1
PAD EL =427.5
PRNATE °
PROOFl` F C `a 21
SSCO #1 PAD B-426.5
L -
IE= 402.59 6" PVC SIDE SEWER \� ``` 16
I
FROM LOT 31
6" PVC SIDE SEVER
PAD EL =428.5
FROM LOT 32 S' 'x6" PVC REDUCER 20 �--_
SHARED USE DRIVEWAY J DEVELOPER:
_ HA&
! HERBAGE ARNOLD ASSOCIATES LLC. s -
_ _ 10' SS 4 r 2100 124TH AVE NE, SUITE 112 �G
B" PVC SEWER - ti
TO SSMH#5 \ -� -- PAD EL =428.5 6 BELLEVUE,. WA 98005
cj CONTACT: BILL SHERMAN (425) 602 -3700 M�
V, 17 SSMH#B PAD EL =428.5
19 -
ENGINEER p
` \ BARGHAUSEN CONSULTING ENGINEERS ys,
L 8"W E =40254 WYE 18215 72nd AVENUE SOUTH
.-`-.
KENT, WA. 9t1032. NG G1N.
F\ \ EN
LOTS 31 AND 32 SIDE SEWER DETAIL I l (425) 251 -6222
PAD EL =429.0
NOT TO SCALE - \ 18 CITY OF RENTON
60 OEPAFiTMENT OF PUBLIC WORKS
RECOAMDE D FOR APPROVAL \ '10 ° �. AR S
�v
,o95fi' e wASM �o SEWER PLAN
BY: Date:?
HERITAGE TRENTON HILL PLAT
yfC 601E p �p�� DRAW ED CES DATE 1 /14/02 RILE NO.
BY: Date \" : �s /ONAL CH
EN�'� I. I'.
ECKED RJA SCALE: 1 " =50' flHD BOOK PAGE
EXPIRES 2 5 04 APPROVED
0 WNVI'ij =% :. '., SHEST�OFI'�.4
By: Date
Gv. / SCASII Wj$I P; 4.3 2002
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