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- NOTE -
Compaction to Comp/y
State of Nebraska Standard Specifications
section 3010/ to 30/.03 poyment to
be inc/tided in 6" PCC. unit price
Sta.. /1130 Lt.
Construct 3/ L.F header
1/1
106
1
/06►
Sta. //143 Lt
Adjust 2 water
valve to grade
gi
Q
701 /35.5
/3/
169.5
146
(1.
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ti
177.5
175.5
144.5 150.5 163.5
Sta. ///30 Rt.
Construct 36 L.F. header
178.5
2/
20.49
203/
6
76
//
)93.5
PAULS ADD.
)42 /60
7/4
t36
/2
122 727
152
)64.5
166
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156
69 /8/
8 ,
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//5
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/27
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165
160
2
Sta./2147 Lt.
Construct /5.2 S.Y.
6" P. CC driveway
t83
/7/
/3
Rebecca
2/2 H Street
1855
wv
135
/59.5
20.48 TC.
20.25
20.3/
//5
• gas
vd/ve
20.49
36'
20'f2-
0.38
rc.
20./5
50'
rayiar
/3//0
Savo stub
/4
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CJ 37'
/3'
774
68
69.
17/
L
L
782.3
1 ta. /3)85 Lt.
-Construe /8.88 SY
6" P.C.C. driveway
VSher8 4.s
/8.86
/9.76 TC
2072 TC.
157.5
gas
yoke
• 60'
O
✓ Sto, 1/ '/5 Rt.
Adjust gas valve
to grade
20.48 T.C.
Oen s
Gene UUden
Debra
/2
20.25 TC
162.5
i3%O 651
Mar►agemen
ph prtn•'.h►P
/9.55
/9 66
49.76 T.C.
196.56
2
196.5
/58 764
184.5
2/3 H Stt:
/1
Sto. /2190 Rt.
46 Construct /8.7 S.Y.
6 P.C.C. driveway
98
T
CHART SUB,
/9/7
-/9.27 TO
74
65'if
ei �� W emh h� f
Danj
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Mary
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194
78 MBP. Gos
400
/9.28
150
I�
737 )40
207 H Str.
/0
Sto. /3157 Rt.
/2 Construct 20.97 SY.
6"P. C.C. driveway
/64
62
/63
/8.68
t89
s/b /8.78 TC.
L.P Gos
177
768 194
PAVING DISTRICT No. /980- /
H Street = Colorado to Wobosh
6/T Y OF HAST/NGS
ENG/NEER/NG DEPT
designed by =Mason
drown by=kottwitz
osbui//S= 6/6/83
SCO/e = /"= 201
Contractor=Werner Const
dote comp= April /98/
type =
Sto /1/00 to Sta. /4/90
Construct 1271.1 SY. 6 P.C.C.
Pgyement and 570 L.F.
6 ROC Integra/ curb
Sewer & water stubs 10 be
built at locations shown
T. B. M. 15 = Sto. /3150 45'Lt. Hub w/tock = E/ev /9/9.76
// /00
/2000
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT
Ir E
PRINTED IN U.S.A.
150
/310
Pg. /of 2
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H Street
1.585
/5 206 W H
Sir.
108.5 7 3.5
/6
Caryl La
50
/8.78 T.C.
/4+00
0 (“3
here
127
-52•5C)/
755
PAULS
Sta. /4196 Lt
Cgrstruct 30.4 S.Y.
6 P.C.C. driveway
//4W.HStr.
/7
779 185
ronY
Sandy.
O'
curd
Laird 196.
177
106
104
L9
/8.68
/8.78 T.C.
7/25
G
/8.2/
/8.3/ T.C.
/8.37
128.5
6
/t00
123
ADD. 2
I/O H Str.
/8 Johnson
Robert F Johnsen
Jeneane
162 167
178
143
50'"
/774
/ /784 T.C.
77
/779
!94
G
174
/7.37 TO.
/727
/737TC.
875
22'
I
/6.64
Sta. /5182 11
Construct /0.7 SY.
6 • P. C.C. driveway
yVillial
/9 Karen
120
/03 1M
124
/48
799 ,J�OrS 1/2 7(g5 r24
.*
28' 42.8'
/6.90 T.C.
/6.80
,4
/743 1,59
/6.90 T.C.
1775184
lkI
s II
/6.65 T.C. 11
/6.35 11
LP Gas
1/6.5
/754
152.5
s5' t pomp /n er�
Chart Mana9(General Ma a9
aGpartnership • .. )
Arthur
1/145 1265
1/3
203 W. H Sir.
9
Sto. /4120 Rt
Construct 20./6 SY.
6� R.C.C. driveway
728
65'
Jerr c. N Rinke
&
Lin°
/42
167 170 180
//5 WH Str.
8
Sta. /4+86 Rt
Construct /8.94 SY
6 P.C.C. driveway
/92
193
5
107
1/9 126
/07 H Str.
7
Chart yem
Company,
92.24, rtnershioGeneral Mana9
er-
Ahur L John
1/45 /53'
143
Sta. /5 / 52 R1
Co,pstruct /9.55
6 ROC drlvewoy
CHART SUB.
158
/0/ 106
/0/ H Str
6
176
1/8.5 150.5
732
166.5
/ssarcsa
``mef,�
p/t
1\
I
•
/6./ TC.
and p puts
R��
Shirley ?ts
Sto. /6/25 Rt
Construct /9.28 SY.
6" P.C.0 driveway
/8
175
,84
6
107
1
//3
g'o
H.P. Gas
00.5
,•M /7t 00
I
,C 1;7
66'
I/5
LI/24.5
0 ,25
0
10124.5
124.5
0
/81 OO
Sto. /4+00 to Sta /6153
Coast/vat 87144 SY 6" BCC.
Pavement and 506 L.F.
Integra/ curb
PAVING D/STR/CT No. /980-/
H Street= Colorado to Wabash
C/TY OF HAST/NGS
ENG/NEER/NG DEPT.
des/gned by = mason
drown by = kottwitz
osbui/ts= 6/6/83
scale = /"= 20'
contractor =Werner Const
dote comp = April /98/
Owe =
-NOTE-
Compaction to Comp/y
State of Nebraska Standard Specifications
Section 30/.0/ to 30103. Payment to be
included in 6" P.C.C. unit price
TB.M. S6= Sto. /7t5O, Hub w/tock on £ E/ev. /9/5.79
/9/9
/9/9
/9/8
/9/6
/9/8
/9/7
/9/6
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT
WcTELEDYNE
PRINTED IN U.S.A.
Pg. 2of2