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CONTRACTOR TO CONNECT NEW SEWER lV r
N I —� w L—� TO EJQSRNG SEWER MAIN FOR NEW SHORT PLAT. I V
VE NE % i a I 1 °16 ABERDEEN THE SHORT PLAT CONTACTOR SHALL LOCATE Q
Z I j-- HVE NE I 1808 ABERDEEN AVE NE 1732 ABERDEEN AVE NE THE DUS771VG SEWER MAIN FOR THE CITY'S CONTRACTOR. Q 1708 ABERDEEN AVE NE
.524 ABERDEEN �.. -i
�p f AVE NE - _,
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F.F.= 302.37 I ! I (� � I F.F. = 303.64
it F F 29x.20 F.F. = 303.07 ^ lrJ
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T — - ° - - - —�- i300 E.
ABERDEEN AVE. A 1/E �
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a � i 1 1733 ABERDEEN AVE NE
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E
c --Ell 1717 ABERDEEN AVE NE I I
1809 ABERDEEN AVE NE i 1801 ABERDEEN AVE NE F.F. = 301 -56
L 36.1 I F.F. = 301.62 j F.F. = 300.88
F.F. = 302.39 I 1709 ABERDEEN AVE NE I
1829 ABERDEEN E•VE NE I
I ( F.F. = 300.90
4m I F.F. = 294.95 I I I
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.- 1 1831 ABERDEEN AVE NE
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NOTE. smb282sys(0-2825*)
SIDE SEWERS SHALL HAVE A MINIMUM
oSLOPE OF 2% FfrOM THE SEWER MAIN
_ o o TO THE ADJACENT PROPERTY LINES.
SIDE SEWER STUES SHALL BE 6 TO 8
n FEET DEEP AT i7-'E PROPERTY LINE. CB 7A STA. 26 +00 16' RT
a 1 CB 8A STA, 29 +19 16' RT IiEW NEW CB TYPE -// WITH CB 7 STA. 26 +00 21' LT VANEDG RATEE -f1 IMTH
CB #8 STA. 29+19, 21' LT VANED GR,A TE NEW 48" CB TYPE -11 WITH RIM = 301.2.1
®� NEW 48" CB TYPE -11 WLTH RIM = : 99.0 VANED GRATE 1E 12" W = 294.5
VANED GRA � lE 12" W = 292.00 RIM = 301.2-+
° RIM = 299.0± IE 18" N = 293.25
a II_ 1E 18" N = 291.35 34 LF OF 12" CPEP ® 1.0 % lE f2" S = 293.75 34 LF OF f2" CPEP ®1.0
o e �j W 1E 18" S = 291.35 BETWEEN CB #8 & CB #8A lE 12" E = 294.16 BETWEEI! CB #7 & CB #7A
� e� W 1E 12" E = 291.66
31+00 30 +00 29 +00 28+00 27 +00 26 00
0 ......... .... .......... ......... ..... r
o :... = .I..._. :...
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300
300 . ......
.................... ..
.....
> ; m NEW 16" WATER MAIN -- - -- J. --
:290 - - .. .... .....:......................:
.... < : ............................... ... 31.5 L.F... OF.18 ". CPEP, ®• 0.60% ......: .
W:
467 L.F. OF 18" CPEP ®2.03% ............... W:
1111!
�N + °
:
W: :280 ... ......... ...... ... ......... ......... . .. ... .......
.........:.........
.I.MH 16.S-TA:•30+83, 10tLT ........ . . ................................................................................................ .
12R N z NEW 48" MH W:
o a o RIM = 298.0±
N a w IF 8" S = 285.77 MH 5 STA. 27 +43, f0' LT
:270 lF 8" N = 285.67 :....... ..:.........:.........:........ t. :.........:.........:.........:.........:.........:.........:.... .....:.........:.........:..... ............:...
NEW 48" MH
:......... :......... :.........: ......... :......... :......... :......... :......... .
n'g k lE1 8.' S GO287.7.1 :
g w ti "OR lE 8" N= 28717
0 1 ti S ap WASyrti S 1E 8" E = TO BE DETERMINED IN THE FIELD
a
SCALE v c : (THIS• MA Y REQUIRE AN IN
:260 {I -'I :.........:.........:....... ..:.........:.........:........ :.........:......DROP CONNEC770N FOR THIS WH).......:.........:.........:.........:.........:... ......:.........:.........:..... U O .....
O ¢ ...I I0�I�s..�i).. :.^.�i....... 231690 ...... ... ...
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7 EXPIRES
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