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ANNA O.
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PROPERTY
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SPECIAL
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LOT
• NOTES •
I. ALL CURS CUTS SHALL SE PAVED WITH 4" CONCRETE
TO PROPERTY. LINE .
2. ALL SEWER of WATER SERVICES TO SE AIR TAMPED
OR HYDRO TAMPED LENGTH OF DITCH.
3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND TELEPHONE
CO BEFORE STARTING WORK.
4. PLACE HEADER TYPE 8 , AT ENDS OF RETURNS AND 3/4."
EXPANSION JOINT AT A MAXIMUM OF 100' APART.
S. EXCAVATION INCLUDES : SLOPING ALL TERRACSS PROM
PROPERTY LINE% t0 CURIO: RAKING, READY FOR SEEDING;
REMOVAL or ALL HEADERS .
6. ALT. N• S - 6" PORTLAND CEMENT
ALT. N.. 2 - 6" ASPHALT CEMENT
(40 SASE T.
2" SURFACE
7.
COMPACTION OF EMBANKMENT SHALL BE CLASS III,
TYPE C. IN ACCORDANCE WITH SECTION ti, OF THE STATE OF ,
NESEASKA I 5S, STANDARD SPECIFICATIONS FOQ HIGHWAY CONST.
8. CONTRACTOR TO FURNISH CYLINDERS AND ALL. TESTS
ALSO REMOVE AND REPLACE ALL- MAILBOXES AND SIGNS.
9. ALL SEWER ANO WATER SERVICES SMALL BE PUT
IN BY A LICENCED PLUMBER.
10. ALL SURPLUS EARTH MATERIALS FROM THIS PAVING DIST.
SHALL BE HAULED AND DE'POSITEO AT AREA No.5 AS
DIRECTED BY THE ENGIN EER .
PAVING DISTRICT No. 3 83
WASHINGTON AVE. - 7TST. 4 BATSMAN
OFFICE OF CITY ENGINEER
HASTINGS • NEBRASKA
City Engineer: T. R. STEWART
DEMIMME0 •Y : R.E. IHM
DRAWN SY : R.W. JOHNNY
DATE : 1960
SCALE : 1" • 100'
PROPERTY
FRONT
FEET
OWNERS
FRONTAGE
At1ErtMElur
SPECIAL
dFNIFIT
To TA L
LOT
aLK I
r ADDITION
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I
F
I I
BATSMAN%
SOD.
H A N N N W l: N WPINNNPI
N A VIAvd JJ 44J444
v d 44WWINN NNNNNN
ata 99
3881
44746
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LOT
LOT
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l 1
••
••
••
••••
ROY s. i' MARLENE H EVERSON
•• ..
329 0o
99 SS
`42aas
1
Lor 3
I I
••
••
ARCHIE F. se LEONA M. BUSH
St a7
SAS7
LOT 12
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NICHOLAS W. 4' JULIA WEILAND
ata?
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LOT 13
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LEONARD / LYDIA SCHUMAN
1n 71
199 71
LOT 14
11
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••
DOROTHY M. MaHNE
66799
45799
LOT 6
E
12
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REDEEMER EVANGELICAL LUTHERN
/99 7/
LOT 7
12
••
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" •• CHURCH
657 9.5
910 54
LOT 5
I2
S.
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EVANGELICAL LUTH ERN Jr. SYNOD
.5.2 a7
LOT 8
12
a
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KATHRYN KNAPP
AS? 99
SCES
699 is
LOT 9
LOT 10
12
12
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"
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LLOYD E. f BLANCHE M. 61ERMAN
ANNA D. STARR
19. 7/
se e7
/99 7/
St 07
3.442.27
7444
Will
504' & 7 en? t 3,644.27
69 ES
so.
378594
• NOTES •
I. ALL CURS CUTS SHALL SE PAVED WITH 4" CONCRETE
TO PROPERTY. LINE .
2. ALL SEWER of WATER SERVICES TO SE AIR TAMPED
OR HYDRO TAMPED LENGTH OF DITCH.
3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND TELEPHONE
CO BEFORE STARTING WORK.
4. PLACE HEADER TYPE 8 , AT ENDS OF RETURNS AND 3/4."
EXPANSION JOINT AT A MAXIMUM OF 100' APART.
S. EXCAVATION INCLUDES : SLOPING ALL TERRACSS PROM
PROPERTY LINE% t0 CURIO: RAKING, READY FOR SEEDING;
REMOVAL or ALL HEADERS .
6. ALT. N• S - 6" PORTLAND CEMENT
ALT. N.. 2 - 6" ASPHALT CEMENT
(40 SASE T.
2" SURFACE
7.
COMPACTION OF EMBANKMENT SHALL BE CLASS III,
TYPE C. IN ACCORDANCE WITH SECTION ti, OF THE STATE OF ,
NESEASKA I 5S, STANDARD SPECIFICATIONS FOQ HIGHWAY CONST.
8. CONTRACTOR TO FURNISH CYLINDERS AND ALL. TESTS
ALSO REMOVE AND REPLACE ALL- MAILBOXES AND SIGNS.
9. ALL SEWER ANO WATER SERVICES SMALL BE PUT
IN BY A LICENCED PLUMBER.
10. ALL SURPLUS EARTH MATERIALS FROM THIS PAVING DIST.
SHALL BE HAULED AND DE'POSITEO AT AREA No.5 AS
DIRECTED BY THE ENGIN EER .
PAVING DISTRICT No. 3 83
WASHINGTON AVE. - 7TST. 4 BATSMAN
OFFICE OF CITY ENGINEER
HASTINGS • NEBRASKA
City Engineer: T. R. STEWART
DEMIMME0 •Y : R.E. IHM
DRAWN SY : R.W. JOHNNY
DATE : 1960
SCALE : 1" • 100'