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17+84.24 8.23' LT
RIM 469.98- 469.80
IE IN 456.99 (N & W)
(CORE DRILL) IE OUT 456.09-457.00(S)
RECHANNEL MANHOLE
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1023059372
SSMH 12
16+14.12 6.14' LT
RIM 4;?5.15 475.23
IE IN 466.94 456.03
IE OUT '-.—" 455.93
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SSMH 11
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14+60.75, 5.00' LT
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IE IN 470.02
IE OUT 4699i46�.80
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SSMH 4
13+82.00, 5.00' LT
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RIM 4916.675 -
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IERN 464.55
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IE OUT 464.45
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IE 6" IN 464.62
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1023059405
SSMH 10 1 1_
12+58.77 5.00' LT. {
RIM 475.33 AS)
IE IN 465.38 I
IE OUT485.20 �465.31B I
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30' c
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GRAPHIC SCALE
20 0 20 40 80
1 INCH = 40 FT.
NE 1 /4 SEC.
10 ,TWP. 23 IRGE. 5 ,W.M.
RIM 466.81- 465.75
IE IN 458.eO 457.67
IE OUT -f5;?.96 457.57
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60+17.78(KIT),
5.00' RT.
RIM 455.e9' 452.91
IE IN 44-3.12 443.56
IE OUT 443.92 443.46
PROPOSED
1 20' TEMPORARY
CONSTRUCTION
SLOPE EASEMENT
NOTE TO CONTRACTOR
SEWER STUBS MUST EXTEND AT AT LEAST ONE
FOOT BEYOND DRY UTILITIES EASEMENT.
DRAWN BY: TRN
DATE: 8-3-06
AS BUILT
DATE: 9-27-06
THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW ON A TRUE COPY
OF THE COUNTY APPROVED CONSTRUCTION PLANS SIGNED FOR APPROVAL.
BY: PROJECT ENGINEER: LUAY JOUDEH DATE: 09-27-06
WE HEREBY DECLARE THAT THE ROAD, STORM DRAINAGE, GRADING AND OTHER
IMPROVEMENTS ARE LOCATED__AS,SWtrWN_"'ON THESE RECORD DRAWINGS.
BY: PROJECT ENGINEER
---------- DATE: _'p t j . o• r.
i
RECOMMENDED
FOR APPROVAL
BY
BY
BY
M:\04\166\plots\2\AS BUILTS\AB-14-3ESS4166.dwg 9/27/2006 2021 'PP [ST I N I1 I NI NI AI A
Ai� 4 ; SGANNED OCT 2 7 2006