HomeMy WebLinkAboutPD1979-10
0 0
W
0
w
W
O
o Z<
wow
wz
IX 0
• JI-
aZEZ
0
NOTE BOOK
0
a
0
0
m
0
0
0
W
z
2 Y •
Sta. P06 Lt. S Rt
Adjust 2 curb inlets
to grade
Sto. Ot57
Adjust manhole
to grade .
Construct 36• LF. header
0
0
1 7
J
166
172
G f I Sta./t6/ Li.
Remove 6 So/vog
ad " I I /4 LF 8" we//
IOW casing
vett-• Q(ltZ ,06 132
�/ I 930 S St.
Joseph
Sta./16/ Lt.
Construct /5.55 S..
6"P.C.C. driveway
199
Sta 1194 Lt.
Construct 22.39 S.Y.
6 P.C.C. driveway
149.5
Sta 312/ Lt
Remove 8So/voge
28 LF /0”pipe
171 /89
1093
111
125
tae
134
193.3
180
928 St. Joseph
926
St. Joseph
199
4.2 143
133 /40
/645
/24.3 SO
k-co*or
131
Raymond El Peggy
/00'
Marie Thout
cd
163
St. Joseph Ave.
k
0100
h
Sta. 0143 to S/o. 3185 Rt.
Remove and grub /0 trees 6" to /2"
and 4 trees /2" to 241'
/465
106.5
/730re
/797 T.C.
L.P. Gos
/8.65 TC.
/100 i.
/586
2100
te4g 0
184.
19• V 106
/4.65 T.C.
/5.29 TC.
/5.96 T.0
/6.25 r
No/e:
S/W stubs.
2/20
/730re.
5 rc.
_52./5
50'
O
50'
t551,
/38
1140 143
• hie
178
+311:6
147
Sto. 0 #75 Rt.
Adjust 2 water
vo/ves to •rode
939
/5
E Snell
Mary •
136
50'
172.5
135
199 r09
/6
/8•
Sta. 2t 26 Rt
Lite pole to be
moved by others
146
93/ 5.
St. Joseph
/63
177
Mary El
t/5
143
4
PAULS ADD.
/26.5
Sta. 2172 Rt.
Construct 20.22 S.Y.
6" R.C.C. driveway
190
1/2
Sto.2172 Rt.
Remove 6 Salvage
2/ L.F. /2" pipe
152.3
Cia
Snell
Fence to be
moved by others
lets
PAVING 9/STRICT No. /979-/
St. Joseph Ave. = 6 Street to H Street
C/TY OF HAST/NGS
ENG/NEER/NG DEPT.
designed by= Mason
drown by = kottwitz
Osbu//ts= 6/2/83
scale = /•'= 20'
controctor=Werner Const
dote comp = Apri/ /98/
type=
- NOTE -
Compaction to Comply
State of Nebraska Standard Specification
Section 30/0/ to 30/03. Payment to be
Included /n 611 P. C.C. unit price
Sta. 0120 to Sta. 4100„
Construct /546.66 S.Y. 6 P.C.C. pavement
and 768 LF. 6" Integra/ curb
▪ to.- 04 001 • w/tock
raM.:..2 = Ste 3:150;::Hub::::4v/tock
on - Else/ /9/60
40' Lt-E%v..../9/8.8/
v
/9/9
/9/8
/9/7
/9/6
/9/5
/9/4
c:
1•
W
/9/8
/9/7
/9/6
/9/5
/9/4
0#00 120 t41.5 155 '72.5
4 L
/100
'02
C. B.
2 00
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE•FULL Dor
WTELEDYNE
PRINTED IN V.S.A.
3100
4100
Pg. / of 2
0
00
ww
X X
W 0w
xy
J 0
0 Z 4
wow y+
w�
>FzCC o
OJ °_ J
I--
0 0-
0CL QD
Q
o d
2 Z
0 a
T
0
0
S
CJ
N
0 Q
W
X 0 0
8 O z
VOz
wp z�
w W, 0
•
cod a
tnaC7 CO (fj
NOTE BOOK
0
2
Sto. 3t00 Lt.
Adjust manhole to
/ode
Adorns
County of
924
Bu//d new sewer 6 water
stubs at Moe/ions shown
4170
GARDEN
H.
E.Jenkins
S/W stub
/0.5.67'
AREA
9/8
Sto. 5+87 Lt.
Construct 233 S.Y
6"PC.C. driveway
Clarence A NordY
5 174 /90
S/W Sit/A
9/4
105 Sta. 5 / 87 Lt.
Remove 6 Salvage
/6 L.P.' /2" C.M.P.
/4633'
%IR
St. Joseph Ave.
Stu 4149 Rt.
Remove 76.67 S.Y.
Asphalt drive
Sb. 4+3/ Rt
Remove 6 Salvage
62.5 L.F 9" we//
cos/ng
/8.65 T.C.
G
/9.48 IC.
+o•Q 136 16
4.10_a a /9.38
/O. /62.3 194.5
13.5
8
20.3/ T.C.
,A-astht-m_
W/v *W/v
3ih
7 /8.65T(�
/09
50'
123
/9
106
.9/7- 923
5 St. Joseph
Sta. 4+04 Rt.
L /te pole to be
moved /y others
Sto. 4+00 81
Sto. 4/3/ RI
Adjust 2 water
valves to grade
113
date
r
123.5 1173
138
/9.48
50'
20
iSto. 4149 R1.
Construct 3578 S.Y.
6" .PCC. driveway
Thou
Colleen '
Fre arse Y e McCoy
Sta 4/3/ Rt
Fire hydrant
to be moved
203/ ra(
50'
"° 2/
909-9/5
St. Joseph
184 193.5
Sto. 4195 Rt.
Lite pole to be
moved by others
118
is
G
2/.
/4 T.C.
G
2/.97 re.
-9/ To
I
199.5
6140
S/W stub
G
100
L.P. Gas
its /
23.44 TC
797
7 r 00
190. 3WA 198/
y
2339T.0 •W
3q/J
cone -
dr.
/34
lee
22
Fred ti n.ISThout
14 collee
1St& 5+4/ Rt.
Construct 20.2 S.Y
6" PQC. driveway
PAUL.S ADD.
105
103
Sto. 6+00 Rt.
Lite pole to be
moved by others
3
934
12/.5
139.3 142.5
l6
LY
24
905 S St. Joseph
J & Colleen i Thout
Fred
1.9ta. 61 /4 R1
Construot 24.55 S.Y.
6" P.C.C. driveway
164-
197.4
193.5 e7.5
NO 5
1/2.67
Sto. 6/72
Remove 3/ LE
header
ISM 4+00 to Sto. 6'72
Construct 938.27 „SX 6"P.C.C. pavement
and 544 L.F. 6 Integra/ curb
PAVING D/STR/CT No. /979-1
St. Joseph Ave. =6 Street to H Street
C/TY OF HAST/NGS
ENG/NEER/NG DEPT.
des/fined by= Mason
drown by = kottw/tz
as/iu//ts = 6/2/83
sco/e=/'f=2O'
contractor= Werner Const
date comp= Apri/ /98/
type =
- NOTE -
Compoction to Comp/y
State of Nebraska Standard Specifications
section 30/0/ to 30/03. Payment to be
included in 6" P.C.C. unit price
Cv;
/923
(922
/92/
/920
/9/9
/9/8
/923;
/922
/92/
/920
/9/9
/9/8
4100
5100
6
�111
1724 7400
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT
9CTELEDYNE
PRINTED IN U.S.A.
Pg 2 of 2
t
5 iII 3NN MNINM
m
CO
z
0
WON Afl NUONORI
0
LO839WMN AEIU
N AO U308038
0