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5100
4100
3100
2t00
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0100
Sto. 416/, Rt Construct 33.525 Yds.
of 6" PC. Concrete for Drieway
9
10
452669 Front. Assess
47/.48 Drive
4598./7 Tota/ Assess.
8
70 'ROW
12
h
42/ South
Emerson
2 -Story
Wd. Fr.
Sto. 3133.34, Rt. Construct 3/ LF
of Concrete Header.
John f Stobenow & Do/ores D. Stabenow
11 0
Robert Bower=6 The/mo Bow r soox
move and
CMP
Sto. 4144 Rt. Construct 25.99Sq Ft.
of 4 PC Concrete for sidewalk.
Front. Assess
4526.70
`&
Front. AssessO`S
4 526.70 P�
9David J. Marsh
5/7 Emerson Ave.
/-Story
Wd. Fr
Cheryl A. Marsh
8
Front. Assess
4526.69
Front Assess
452670
63.6'
n
z
Dennis
763.35Fr.AssessiFront Assess
42350 Drive 76335
4/86.85 Tpto/
/6/8W.OStr.
/-Story
Wet Fr
7
. rocker & Sonora K. Eocker
Front. Assess
/,526.70
Front A
9/6.02
ess
Front. Assess
4526.70
48.2'
11
2'
q
52'
1
a22#
1 4
GRAV
ty
EmLot
Sto. ,0198 to /104, Rt. Remove and -
Salvage Rat/road Tie Fence.
606'
Sto. 0792, fist Construct 308 Sq Yds.
I of 6 PC. Concrete for driveway.
3/,
0'
O'
73FL 31
70' ROW
36'
(13
Q
34.05FL 34./6 € 34.05 FL
cc
a 2d
Emerson Ave.
32.776 TC
20C_6' __
32:6137L♦
322071 A
3/.88 cL
I I
3164 FL
31.92e
32.39 TO - - - - - - -32: 74 TC - '- - _
94 FL32.2620.6625
- 33.02 TC
32.59 FL
r�
.sa re
3468 TC
34.3/ TC
4.23 FL
34./4 FL 3404 FL
32.68 E
32.35E
32./9 E 32.03E
32/7 E
32.56 E
32.96 S
33.32E
33.74 E
34.06 €
33.96 FL
34.39E 34.3/€ 34.26€ 34./O€ 34.29 €
32.94 FL _ Gat lb/ve 33.57 FL - _ _ _ _ _ _ _ _ _
-09/53% E G
p 32.43FL
▪ 3266TC
3 ..19 FL
3':50TC
32./3 FL 32.2
32.62 TO C 32
34.09 FL
34.1/ FL 339/FAC
34.2/ FL
24.51
B3 $4'
34.58 70
34.37FL 4.36€ 33.5471
50'
Sta 4135,Lt. Po er Pole
to be moved by others
/80/ W 8 Street
/-Story Ag-Trorde, /n.,o Nebr
Brick 8/dg
Sto. 31/ LI Power Pole
to be m'ved b others.
5
Sta.. O100 to Sto. 5100 Construe
of 6" PC Concrete for Poveme
of 6 // PC. Concrete integral cu
208934 Sq. Yds.
t. And 99/.8 LE
Sta 0.105.5, Lt. Adjust
Gos kWve to Grade.
Sto. 0100 Remove 36 LE
of Concrete Header.
Sta.. 3186, Lt. Construct 89.7 Sq. Yds
of 6" P.C. Concrete for Driveway.
ko Co per
GRAVEL
Sto.2198, Lt. Remove 99'Sq..:Ft. 4"
PC Concrete
Sto. 31275 to 4t27, Lt. Rem 've & Salvage
99.5 LF /8//GNP
4526.69 Fr. Assess. /,526.70 Front.
Assess.
4 14 5
to
4526.70 Front. Assess
4233.38. Drive
2,760.08 Toto/ Assess.
70'ROW
1
OPEN ELD
2
Ste /1/6, Lt Ad st
Gos Valve to Gro' e
SM. 0/545, LI Adjust
Gos Valve to Grade.
Sto. 0100 Begin Construction
36'
3 Ag-Tronic, Inc., o : brosko
C 'rporo/ion `t
5
6
4526.69 Front. Assess 4526.70 Front. Assess.
4526.70 Front. Assess.
4526.70 Front. Assess.
4526.69 Front. Assess 4526.7.0 Front Assess.
70' ROW
f- on...wesf.cop..nu/ ..on FAY
carnet-. • C ono Emerson Ave.
Sta. 3170
.3 •Rt, Eley../9353
rB.M.:2..noi/s... m..power..pple
SWvorner• "b" and Er,rerson Ave
E/ev...1935.44
Pavn
District No. /98/-3
RS
T.0D
R. EE..
0/TY "4F:._.HA:ST/kVGS
ENG/NEER/NG... DEPT
/9360
desgne.c/ by= RdL1 contractoc=Phnennx..cootr::co.
droir:::by-Pcvelka de te::comp- June 14, /983
date•= May /982 type- Asbm/ts,Nog.../983
seal=/'lt201 pope= 1(12
/93600
/9350
/93500
/9340
/933,0
/9320
/93400
/93300
/932.00
/93/0
.006 0
/93/00
DAVID L. . e t
WACKER.:.... .
E-500
5100 1 0 4100
6'884 150 3 150
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT
le TELEDYNE
PRINTED IN U.S.A.
2)00
150 /100
150 0100
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NOTE BOOK
z
7t00
600
.5400
Sto. 6'87, End Construction
32.42 FL
70' ROW
12
741.54 Drivel 1
4526.70 Front Assess
2,268.24 Total
I0
0NG.
/6/5 14! 8 St
/1/2 - Story
Melt Fra/710
10
9
Sta. 6103 1, Construct 53.93 SY
of 6" P.C. Driveway.
83,Rt Adjust w
to Grade.
Sit', 6t69.5 to Sta. 6484 Remove 69.6 Sq. Yds.
6' Asphalt Concrete. Sia 6t .8Z Lt 6 Rt.,
Sow774 L.E of Asphalt
C a C investment
20.
Front Assess
6/0.68
20'
o
For intersection
See Roving District /98/-
Emerson Ave.
0 Meter Pit
214' ----------- -
-
33.3 / TC
3292
:6
a
.94
33.00 re
ACt/
cS- 17/5 Pole
•29'
70.3449 %
3303 TC
33.10 E
33./3 £
- - -
.99 FL -3.300
- 5i2-95-7175-1514 -154
33.38 TO k+
Sta. 6t$695 to Sta. 6t45 4t
Remove 414 LE of 6 x2.5 Concrete
Gutter w/6 Concrete Curb.
9/F
5'
C)253'
32778 TO (:3
• a Co
/6.5'
32.82
.3274 32.53 FL
33.18' TO 33.02 TC
467C
42.&
/1'n Pin
Sta 6482.5, Lt Remove 90.2 Sq Ft
4" /Concrete Sidewalk. Replace
w/32.4 Sq. Ft 4 PC Concrete to
Sidewalk. Drop curb for wo/k.
.4
70' ROW
33.78 FL
42.6'
/80/ W 8 Street
1 -Story
thick 8/dg.
Sta. 5t00 to Sta,6/86.8Construct
776.66 Sq. Yds. 6" RC Control'? For
Pavement 8 393.49L.F of 6 PC
Concrete Integral Curb.
4526.70 Front Assess.
1
452670 Fr Assess. 5
s2
47
2'
Sta. 5,485 to Sta. 5t704 Lt
Power Po/es w/Traosformers to
be goved by others.
Ag-Tronic, Inc., A Nebrhsko Corporation
1 -Story
Brick Sid
452670 Front Assess.
3 14
TRAI=PX" 04,..Sputti Cop../flut_On F/11
SE Corner •Street -&-Emerson Ave.:
ta.6177, 277 loa 1934.95 :
7VI/7 /strict
ctr HASTOGS
ENG/NEER/NG DEPT
des/good ty= /??.41D
/9360
c/rOwil .byr:PcYve/ka
dalq- /Way ./9e2
scale/ilk20'
C017treCtOr.Phaenix..Const.Ca.
(kite 0007 /4,1983
type Asbuilts .Nov1993
page- 2 of .2
3600
/9350
/93500
/934.00
s Balt
/93400
/933.0
/9320
/933.00
/932.00
tote
Ecru titt
7400 /85
'645 '50 6t00
50 5t00
HIGHWAY FEDERAL AtO SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL Dor
-litTELEDYNE
PRINTED IN U.S.A.