HomeMy WebLinkAboutPD379N.
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•
14Th.
ST.
• /GEN V. 1ELItA*FrU E.
AinSS/Nf 38
b fog
DAV/D A , E: FENCE J.
PON/ERS
4
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33
, EDWARD N
•
~MAIN AREr
A.
SCHILLING
t
• NOTES •
I ALL CURS CUTS SHALL SE PAVED WITH C CONCRETE TO
PROPERTY LINE.
t ALL SEWER AND WATER SERVICES To SE AIR TAMPED OR
HYDRO TAMPED.
3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND TELEPHONE CO
SEVER IF STARTING WORK.
4. PLACE HEADER , TYPE S, AT ENDS Or RETURNS AND W/4"
EXPANSION JOINT AT A MAXIMUM OF 100' APART.
S EXCAVATION INCLUDES : SLOPING ALL TERRACES FROM PROPERTY
LINES TO CURS -RAKING,READY FOR SEEDING- REMOVAL OF ALL
HEADERS.
6. ALT. N.. i - i' PORTLAND CEMENT
ALT. N.. t - 4" ASPHALT CEMENT
4" SASE - 2" SURFACE
7 COMPACTION OF EMBANKMENT SHALL SE CLASS III, TYPE C, IN
ACCORDANCE WITH SECTION 23, OF THE STATE OF NEBRASKA 1955,
STANDARD SPECIFICATIONS FOR NIONWAY 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 PUT IN BV
A LICENCED PLUM BER .
PAVING DISTRICT No. 379
PERSHING ROAD - 14Th ST. SOUTH 186'
OFFICE OF CITY ENGINEER
HASTINGS, NEBRASKA
City Engineer:
T R STEWART
DESIGNED re :
DRAWN BY :
DATE :
SCALE : I " ' /OO'
R.E. I HM
R.W. JOHNSON
CONTR : J. S. WRIGHT
WIDTH:
PROPERTY
OWNER
FRONTAGE
ASSESSMENT
SPECIAL
SENEFIT
TOTAL
LOT
SLK.
ADDITION
FRONT
FEET
LOT
LOt
10
SECKS
SUB.
RATES
96
GERALD DONOVAN t SHIRLEY ANN MCLANE
78986
933 O4
rSRt7T to
N. t0'
•f LOT
9
•
"
7.I6 N
20
.. .. ..
143 20
f
S. 70'
•f LOT
9
"
"
7 I B
70
JOHN W. 1 FLOSSIE M. CARL
St/ to
Sot 20
LOT
.33
II
"
7.1247E •
40
EDWARD N. i MARGARET A. SCHILLING.
264 99
ts4 99
Los
38
..
..
B./SSG Q
144
BEN V. 0 tanner. R. MESSING „I
1191 /49
1191 / 6
DAVID A. 0 E. GRACE J. POWERS
372
2910 4l
two 41
t
• NOTES •
I ALL CURS CUTS SHALL SE PAVED WITH C CONCRETE TO
PROPERTY LINE.
t ALL SEWER AND WATER SERVICES To SE AIR TAMPED OR
HYDRO TAMPED.
3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND TELEPHONE CO
SEVER IF STARTING WORK.
4. PLACE HEADER , TYPE S, AT ENDS Or RETURNS AND W/4"
EXPANSION JOINT AT A MAXIMUM OF 100' APART.
S EXCAVATION INCLUDES : SLOPING ALL TERRACES FROM PROPERTY
LINES TO CURS -RAKING,READY FOR SEEDING- REMOVAL OF ALL
HEADERS.
6. ALT. N.. i - i' PORTLAND CEMENT
ALT. N.. t - 4" ASPHALT CEMENT
4" SASE - 2" SURFACE
7 COMPACTION OF EMBANKMENT SHALL SE CLASS III, TYPE C, IN
ACCORDANCE WITH SECTION 23, OF THE STATE OF NEBRASKA 1955,
STANDARD SPECIFICATIONS FOR NIONWAY 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 PUT IN BV
A LICENCED PLUM BER .
PAVING DISTRICT No. 379
PERSHING ROAD - 14Th ST. SOUTH 186'
OFFICE OF CITY ENGINEER
HASTINGS, NEBRASKA
City Engineer:
T R STEWART
DESIGNED re :
DRAWN BY :
DATE :
SCALE : I " ' /OO'
R.E. I HM
R.W. JOHNSON
CONTR : J. S. WRIGHT
WIDTH: