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PORTION OF THE S.E. 1/4 OF SEC., 19 TWNth 23 N., RNG 5 E., wm
1 1 1 1 IMIN. FL. 14.0 \ _
1 1 \ \ MIN. FL. 188.0 / M�PJ. L. -18�. U /
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54' SSMH KSHA�� PLUG1 E 7 SSS &RT PLUG EX SSS do
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I \ EL•186.1h \ _. _ ._ --6 5-S -iox I
\ \ 1 \ \ STA 2+\18. 1517 , INV Ium 183.011 6 SSS S= 2.OX -- --
I \ \ � \ END F ,= 1B2.aii -- --I�' '" END EL =1 82.67
\ \ 1 \ SS EL ='183.43 \ \ Z„ '- • w I /
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\ 6 SSS S=2. \ / STA 1 +00, 15'LT 1 STA 0 +36, 15•LT
\ \ \ \ \ \ \ O DER \ \ Elua EL =183.14 ` \ / 6" SSS S-2.0% 1 6' SSS S= 2.Ox
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FOR MAIN \ \ .�\ / END EL =182.63 1 END EL =182.33
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MI� FL. =150.0 \\ \ \ o
\ \ \ BQ►S �EL.a 174.0 \ MIM FL. =188.0 �.� z L I 5
\ \ I \ \ \ \ �\ MIN. F l .- 191.6- -. I
M N . L L.. L f--19 4 .0
• \ \ \ 7,02 75.0& 75.02 '` _ 70.02'``- - --_, -_
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RIM = 190.88
V) .I INV =182.58
25' 2
` - ) 295 9 9 ---- -----
S. 23RD ST. .
23RD
�
\ ST.
1
O
S88019'56 "W (BHI) 1004.92" (BHI) 1355.06; (BHI) - -
1355.21 C.Q.R.
S. LINE, SE 1/4, SEC. 19 -23 -5 588.43040 "E (BHI)
S88-41936"E C.Q.R.
W wp.AP-lloil
Is
200
190
190
170
HIGH POINT ELE V = 194.69
HIGH POINT STA = 1 +50.32 N
PVI STA = 1+ 75
PVI ELEV = 196.42
3+00
2 +00
PROFILE EASEMENT
HORIZ. SCALE: 1" = 20'
VERT. SCALE: 1" = 5'
ROLL 1 9�7
1+00
FR
MCI
190
m
170
DATUM WV
Ido.do
0+00
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
RECOMMENDED
FOR APPROVAL
0
BY DATE - -o/
B ATE
BY DATE
BY DATE
BY DATE
nols TE
IS I TIoNFIA
•
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lio
EX. SSMH
RIM =189.06
W
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IN V= 481.06
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RIM EL= 189.10*
INV EL= 181.79 -OUT
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INV EL= 181.89 -IN
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EX. SSMH
RIM = 190.88
V) .I INV =182.58
25' 2
` - ) 295 9 9 ---- -----
S. 23RD ST. .
23RD
�
\ ST.
1
O
S88019'56 "W (BHI) 1004.92" (BHI) 1355.06; (BHI) - -
1355.21 C.Q.R.
S. LINE, SE 1/4, SEC. 19 -23 -5 588.43040 "E (BHI)
S88-41936"E C.Q.R.
W wp.AP-lloil
Is
200
190
190
170
HIGH POINT ELE V = 194.69
HIGH POINT STA = 1 +50.32 N
PVI STA = 1+ 75
PVI ELEV = 196.42
3+00
2 +00
PROFILE EASEMENT
HORIZ. SCALE: 1" = 20'
VERT. SCALE: 1" = 5'
ROLL 1 9�7
1+00
FR
MCI
190
m
170
DATUM WV
Ido.do
0+00
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
RECOMMENDED
FOR APPROVAL
0
BY DATE - -o/
B ATE
BY DATE
BY DATE
BY DATE
nols TE
IS I TIoNFIA
•