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. 1E =295.00 _� _�
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. E =1305303.1548
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R =1 ' I£ =282.20 - 120E &W
IE= 282.53 8"-N
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394LF 8 "PVC 5.27 1+86- 31 'L T NOO'3 17 E 240.07 TRACTOR i�
6 SS STUBT S =1.009 6 "SS $lUB SS�I/H 1 N89V,' _ "E 16*
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IE= 290.00 RIM= 296.55
MUST PRONDE SEVER
STUB FOR THIS HOUSE. PROVIDE SENER STUB TO 1E= 283.56 -8 N 5'X5' RAMP Z ' S =5.22%
PROPERTY LINE FOR THIS IE= 283.46 -8 S
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A I � SSMH 113 -S2162
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1E =272 72 -12 "E
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. 1E =295.00 _� _�
50.00' 53.37'
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+ N 00'30'29" E 514. D' 2 + 00 N I N 'CASE-4+00.7 0Q 71
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2 - - - - 1 + 00 - - �I 00 8.22' N= 190141.1967
. E =1305303.1548
3941F 8 1e PVC S =1.00x m 421 F " '
0 BL A /NE A VE No
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EXSS MH# -S2162
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- RIM= 290.35
R =1 ' I£ =282.20 - 120E &W
IE= 282.53 8"-N
N 0 89'07 '� 4 -PEAN TES W RECHAAI L TO _ N. - -
394LF 8 "PVC 5.27 1+86- 31 'L T NOO'3 17 E 240.07 TRACTOR i�
6 SS STUBT S =1.009 6 "SS $lUB SS�I/H 1 N89V,' _ "E 16*
3ALF 6" PVC 25L.F 6 PVC 1 +40 -5'L T 5.26 0 �
E 289 Oi0 181LF 12 "PVC
IE= 290.00 RIM= 296.55
MUST PRONDE SEVER
STUB FOR THIS HOUSE. PROVIDE SENER STUB TO 1E= 283.56 -8 N 5'X5' RAMP Z ' S =5.22%
PROPERTY LINE FOR THIS IE= 283.46 -8 S
HOUSE. D
15
3 73 .W i
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N 00 FF =298.60
NO TE. I
ALL TRENCH RES TORA TION SHALL
BE TO CURREN T Cl T Y OF REN TON
TRENCH RES TORA TI ON AND S TREE T :w
I
0 VERL A Y DETAILS AND STANDARDS.
A I � SSMH 113 -S2162
c� I S- 21622A
I + I RIM =281.32
z IE =259.22 -16 7W
1E =272 72 -12 "E
394LF 8" P vC S =1.00x
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>> 6111110101 3+00
FtOLL v 2010
SSMH,/h
1+ 4d---A] T
RIM=296-45
IE= 283.56 -8 0N
1E= 283.46 -80S
ABERDEEN AVE NE. o 1E =259.42 -16 'N
fi N= 190135.035
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FtOLL v 2010
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RIM=296-45
IE= 283.56 -8 0N
1E= 283.46 -80S
ABERDEEN AVE NE. o 1E =259.42 -16 'N
fi N= 190135.035
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SCALE
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LOW PANT ELEV = 290.90
LOW POINT STA = 0+23.57
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P STA = 0 +38
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A.D. = 7.18 0
K - 5.57
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DATE s 1
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DATE s 1
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BY
DATE
BY
DATE
BY
DATE
87101 SITE. DWG
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