HomeMy WebLinkAboutPD1999-3EL=1923.17
3+66,35 3+50
F EL=1925.44 N EL=1425.87
EL =1925.37
Utni.y vote
O Guy \Anchor
EL=1925.44
x EL=1923.60
x
to
1/415M
Cl
C
0
V
d
4-,
Cn
X
EL=1926.24 EL=1929.28
N=366.35
E=30.10
N=20030.100 S x
_- 306.400 *St__ EL=1928.85
Et=19255E ®-EL=1926.21 T
Existing Cos Line
1927.08 TC x 1 27.25 TC
-
EL=1925.31 x EL=1925.65c-r��> '� L=192U.i -
1926.58 FL 1926.79 FL
EL=1924.17
EL=1924.86
s EL=392544
EL=1924.05
x
1926.94 CL
EL=1925.13
N
N
1926.58 FL
1927.08 TC
EL=1924.76
EL=1925.48
x EL=1926.05
'C EL=1924.64
N
N
1927.15 CL
EL=1925.91 EL=1926.27
CU
1926.79 FL
r.
3+00
EL=1929.64
Lot 5
12 7'
F =192952
r
EL=+.927.42
1927.94 TC
2+50
r
2+00
EL=1929.65
r
N=239.13
= 12'
E
N:2003.0.030.0660
E=-179180_® PIN
I N1929.07
cL=fr29.07
1928.60 TC
EL=1932.21
1
I x 1p29.25 TC
1927.44 FL
N
CU
11927.80 CL
EL=1927.28
W
1927.29 TC
EL=1925.95
' EL=1925.72
x
EL=4926.27
£L=1926.18
EL=1925.38 x
EL=1926.01
CU
FL92a94 TC 12 Voter
1927.44 FL
+4.442
A EL=1927.99
1928.10 FL
N
CU
<-1.307. +1928.46 CL
EL=1928.27
N
V.
1+50
//L=1 .47 /�/E1=1932.43
Lot 4 Concrete
127'
Existing Gas line
EL=1928.44
1928.75 FL
N
N
11929.11 CL
EL=1928.57
N
4.397. 1928.10 FL i 1928.75 FL
EL=1927.77 EL -492835
-13.28.00 TC -I-
K EL=1929.10
x r =1x.27 of
x EL=1926.99
x EL=1926.88
x EL=1928.44
I
8
EL=1922.53
x EL=1928.13
EL=1929.22
' EL=1928.73
36' 0
EL=193227
1929.90 TC
EL=1929.18
1929.40 FL
CU
1929.76 CL
EL=1929.18
CU
1929.40 FL
0+97.75
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N
CP
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Existing GAS Lht
EL= 931.62
2'
3
t.
'a
-168:29 1
1930.47 FL,
1930.44 CLI
EL=19330.44
1930.32 FL'
-2 .J
£ 9� :7t
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N W
12' Voter
x
EL=1928.68
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EL=1929.73
EL =4930.07
x EL=1929.72
C
ci
C
O
U
C
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S
Vo
N=20
E=29.945
\ N=20029.945
E=39.950 r _P_R7
EL=1930.94
Lot 5
126'
Eloc
L Street
EL=1930.61
X EL=1930.63
8.1
r
20'
NORTH
Scale: 1"=20'
0'
�-> L_ ! I OI
12
20'
-0-
40'
60'
BUILD 6" 47B PCC
Station
Description
Quantity
0+97.75 to 3+66.35
Concrete Stab
1,074.4 SY
0+97.75 to 3+66.35
Integral Curb
537.2 LE
3+66.35
Header
36 LE
0+97.75
Remove Header
36 LE
,,CITY OF HASTINGS,
ENGINEERING DEPT. 10 O
Project
21st, St,
Lincoln to
Burlington
Proj. No.
1999-3
Description
Plan and Profile
°es* ' DWM
Drawn By
DWM
Dote 12/2/99
roar
Contractor
Om. No.
1
of 4
1930
1925
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0)
O
i
fl
L
W
In
C3
1/46
C
O
-,
i3
X4
SCALE:
ORIZ.i i _ 20'
ERT.. • 1" = 5'
-
Yater. Main „_...-,-
1930
1925
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q
cc;
N
m
N
0)
K
Co
a
N
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W W
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0 N
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N
CA
N
0
N
CP
N
CU
CO.
6.1
.44
N
N
aS
N
0'
co
0'
N
E7'
,-a
0
Cn
3+66.35 3+50
3+00
2+50
2+00
1+50
0+97.75
8'-011
_ 10'-S
Typic
a
al
101-0e
81-0a
oint
Pattern
ACITY OF HASTINGS,
ENGINEERING DEPT.
Project
21st, St,
Lincoln to
Burlington
Proj. No.1999-3
Description.
Design ' DWM Date 12/2/99
Drown By DWM �or� By
Contractor
2 of 4
C