HomeMy WebLinkAboutPD3780
r
W
64.67 .
/0
65.8"
so.
9
21
2 IA
Al -O v U O
_IXlI► J 42
n l0h lo
i, v O K � ?K
X111,} W mm
W w 2
2 „ Wy-4'"j 1/4440 0 4 }
o WQli 'HC4 aAoQ k Si2 o
v
lal %I til SW > SW
4
a
n
2
CV
.5
0
GO
)( V
�o
40
66'
2
.4 2I�i1
LI
mein
4D
ii
50•
W
W N
4 Q
m In
so
..2
-' n'
t >W
a zH
-4 a=
V LV
9
/VAN E. e
p> TENA A.
KISS tN CCR
..
2
81 1
Via~
Q
14
7
ROSERr J. f
DoAo fHY E.
thARsm
StK rata ARAIONI
ROBERT J,f
DOROTHY E,
MARSH
..
i
bj
4
..
V
Q I,
W 2
!n
3
..
4
7
2
JG"NE.
in
4
00 w
I-
I-
I
EAST PARK ADDITION
W
Go'
0
EAST PARK ST
• LEGEND •
O - TREES — 19
O - METER Dor
• W.10. SHUT OFF -
A DRIVEWAY
Q - MANHOLE
SEWER STUB
WATER
i
° NOTES
1. ALL CURS CUTS SHALL BE PAVED WITH 6" CONCRETE TO
PROPERTY LINE.
2. ALL SEWER AND WATER SERVICES TO BE AIR TAMPED OR
HYDRO TAMPED.
3. CONTRACTOR TO NOT/Per' UTILITY DEPT. AND TELEPHONE
CO. BEFORE STARTING WORK.
4. PLACE HEADER , TYPE B , AT ENDS OF RETURNS AND 3/4
EXPANSION JOINT AT A MAXIMUM OF 100' APART.
.5. EXCAVATION INCLUDES : SLOPING ALL TERRACES FROM
PROPERTY LINES TO CURB - RAKING, READY FOR SEEDING -
REMOVAL OF ALL HEADERS
6. ALT. No. 1
- 6 " PORTLAND CEM EN T
ALT. No. 2 - 6" ASPHALT CEMENT
(4" BASE - 2" SURFACE )
7. COMPACTION OF EMBANKMENT SHALL BE CLASS III, TYPE C,
IN ACCORDANCE WITH SECTION 23, OF THE STATE OF NEBRASKA
1955, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
8. CONTRACTOR TO FURNISH CYLINDERS AND ALL TESTS.
ALSO REMOVE AND REPLACE ALL MAILBOXES AND SIGNS.
9. ALL SEWER AND WATER SERVICES SHALL BE OUT /N BY
A LICENCED pLUMBER
10. ALL SURPLUS EARTH MATERIALS FROM THIS PAVING DIST.
SHALL BE HAULED AND DEPOSITED AT AREA No. 7 A5
DIRECTED BY THE ENGINEER .
PAVING DISTRICT No. 378
EAST PARK ST. -- ELM AYE. 6- ASH AVE.
OFFICE OF CITY ENGINEER
HASTINGS, NEBRASKA
City Engineer: T R. STEWART
DESIGNED
DRAWN
DATE :
SCALE: I " • /00'
BY
BY:
R. E. IHM
R.W. JOHNSON
CONTa.: J.S.WRIeHT
worm
PROPERTY
FRONT
FEET
OWNER
FRONTAGE
ASSESSMENT
SPECIAL
BENEFIT
TOTAL
LOT
BLK.
ADDITION
LOT
1
21
EAST
PARK
01 01 G 06 0 0 0 0 0 0 O O O O bio 0 0 0 0 00 0 0 0
o
ANDREW A. $ CARRIE L. WOODWORTH
452 5I
62 50
LOT
2
i.
•• .. II
452 51
137 SIS
1105-.02
LOT
3
"
..
JOHN S. 1r JACOBINA SYBRANDTS
452 Si
:2448
.576.99
LOT
4
a
.
CLOYD E. 4 MARY G. PATTERSON
452 51
7S32
LOT
5
it
..
..
II .I
452 51
208 32
} I188 66
111
LOT
6
..
II
CLARENCE R, HIDE
452 SI
28255
73506
LOT
7
"
..
..
EARL W. # LOUISE M. CHURCHILL
45251
7576
52827
LOT
8
"
0
"
LEO E. 4 NELLIE E. REELER
45251
10063
5S314 -
LOT
9
,.
"
..
EARNEST K. 4 LOIS CANNON
45'2 s/
117 21
569 72
LOT
IO
••
0
BANKERS LIFE INSURANCE COMPANY
290 64 -
LOT
1I
.._
..
38248
}67312
LOT
LOT
I
2
22
"
•.
•,
..
JAY W. THOMAS
..
45'251
45257
104 06
1009 08
LOT
LOT
3
4
..
..
..
•
REI V. t RHENA C. SHUTT
.. ••
452 S/
452 57
108 81
/01383
LOT
LOT
5
6
..
••
ii
a
..
..
ROBERT' J. $ DOROTHY E. MARSH
O G BERTHA MARSH •• ..
452 S/
452 51
6364
19314
1161 80
LOT
7
Ii
,.
II
SAMUEL D. WHITMAN
4525/
8053
53304
LOT
8
IVAN E. # TENA A. KISSINGER
4-52'S1
8/ 92
53443
LOT
9
n
..
..
CLARENCE L. 4 EDNA V. CHRISrENSEN
452 51
SI 92
53443
LOT
10
I,
ft
a
SYRTRESE SWANSON
452 $r/
8/ 86
5'34 37
LOT
1 I
..
.•
FRANK A. 4 PALESTINE _ A. SWANSON
597 39
597 39
° PATES°
10/6 F. F. @ 9.0502 a 9/951.08
* 117:8 FF. @ 5.8127 = 673.12
1191 .8
9868 20
1980.Is
11,848.35
W
Go'
0
EAST PARK ST
• LEGEND •
O - TREES — 19
O - METER Dor
• W.10. SHUT OFF -
A DRIVEWAY
Q - MANHOLE
SEWER STUB
WATER
i
° NOTES
1. ALL CURS CUTS SHALL BE PAVED WITH 6" CONCRETE TO
PROPERTY LINE.
2. ALL SEWER AND WATER SERVICES TO BE AIR TAMPED OR
HYDRO TAMPED.
3. CONTRACTOR TO NOT/Per' UTILITY DEPT. AND TELEPHONE
CO. BEFORE STARTING WORK.
4. PLACE HEADER , TYPE B , AT ENDS OF RETURNS AND 3/4
EXPANSION JOINT AT A MAXIMUM OF 100' APART.
.5. EXCAVATION INCLUDES : SLOPING ALL TERRACES FROM
PROPERTY LINES TO CURB - RAKING, READY FOR SEEDING -
REMOVAL OF ALL HEADERS
6. ALT. No. 1
- 6 " PORTLAND CEM EN T
ALT. No. 2 - 6" ASPHALT CEMENT
(4" BASE - 2" SURFACE )
7. COMPACTION OF EMBANKMENT SHALL BE CLASS III, TYPE C,
IN ACCORDANCE WITH SECTION 23, OF THE STATE OF NEBRASKA
1955, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
8. CONTRACTOR TO FURNISH CYLINDERS AND ALL TESTS.
ALSO REMOVE AND REPLACE ALL MAILBOXES AND SIGNS.
9. ALL SEWER AND WATER SERVICES SHALL BE OUT /N BY
A LICENCED pLUMBER
10. ALL SURPLUS EARTH MATERIALS FROM THIS PAVING DIST.
SHALL BE HAULED AND DEPOSITED AT AREA No. 7 A5
DIRECTED BY THE ENGINEER .
PAVING DISTRICT No. 378
EAST PARK ST. -- ELM AYE. 6- ASH AVE.
OFFICE OF CITY ENGINEER
HASTINGS, NEBRASKA
City Engineer: T R. STEWART
DESIGNED
DRAWN
DATE :
SCALE: I " • /00'
BY
BY:
R. E. IHM
R.W. JOHNSON
CONTa.: J.S.WRIeHT
worm