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• LEGEND •
MANHOLE
DRIVEWAY
so'
LINCOLN
ST. JOSEPH
ELK. 24
14'
FRED weir
4 VIDA
NAGGAT2
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• ANNA M/
HOHLFELD
WALTER F IS
/. ELVA dtG&EGDR
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a HULA
a DRANIM
•
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' EMMA E. KNEIMNS
ALTA A. •
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• JAMES D. •
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C/Tf/S S/MAES
7 era L_
• NOTES •
I. ALL CURE CUTS SHALL SE PAVED WITH
CONCRETE TO PROPERTY LINE.
6
..
2 ALL SEWER - WATER SERVICES TO SE AIR TAMPER
OR HYDRO TAMPED FULL LENGTH OF DITCH.
�• CONTRACTOR TO NOTIFY UTILITY DEPT. AND
TELEPHONE CO. BEFORE STARTING WORK.
4. PLACE HEADER , TYPE S, AT ENDS OF RETURNS 0 3/4"
EXPANSION JOINT AT A MAXIMUM OF 100° APART.
S. EXCAVATION INCLUDES : SLOPING ALL. TERRACES FROM
PROPERTY LINES TO CURB -RAKING, READY FOR SEEDING -REMOVAL
OF ALL HEADERS , CULVERTS /REMOVE 1 REPLACE MAILBOXES a SIGNS
6.
ALT NO. I • 6" PORTLAND CEMENT
ALT. NO. t • 6" ASPHALT CEMENT (4" SASE-t"SUR191►CE)
7. COMPACTION OF EMBANKMENT SHALL SE CLASS III,
TYPE C, IN ACCORDANCE WITH SECTION ES , OF THE STATE
OF NEBRASKA 195$, STANDARD SPECIFICATIONS FOR RIGNWMY
CON STRUCTI ON
B. THE CONTRACTOR WILL SE RESPONSIBLE FOR
FURNISHING a TAKING. ALL CYLINDERS ON THE JOS ,AS
DESIGNATED EY THE ENGINEER. ALSO NW SHALL TRANSPORT
SAID CYLINDERS TO A QUALIFIED TESTING LAS. 4 FURNISH
A coPY os RESULTS.
9. ALL SEWER ft WATER SERVICES SHALL se PUT IN
BY A LICENCED PLUMBER .
/1, ALL SURPLUS EARTH MATERIALS FROM THIS
PAVING DIST. SHALL SE HAULED AND DEPOSITED AT
AREA NO. 4 At DIRtCTED BY THE ENGINEER.
PAVING DISTRICT Nb. 39-6
CSTREET - LINCOLN AVE b DENVER AVE.
OFFICE OF CITY ENGINEER
HASTINGS, NESR.
CITY ENGINEER : T. R STEWART
DESIGNED SY:
DRAWN BY :
DATE : i - ,SI
SCALE : I"• 100'
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'C' STREET
C/Tf/S S/MAES
7 era L_
• NOTES •
I. ALL CURE CUTS SHALL SE PAVED WITH
CONCRETE TO PROPERTY LINE.
6
..
2 ALL SEWER - WATER SERVICES TO SE AIR TAMPER
OR HYDRO TAMPED FULL LENGTH OF DITCH.
�• CONTRACTOR TO NOTIFY UTILITY DEPT. AND
TELEPHONE CO. BEFORE STARTING WORK.
4. PLACE HEADER , TYPE S, AT ENDS OF RETURNS 0 3/4"
EXPANSION JOINT AT A MAXIMUM OF 100° APART.
S. EXCAVATION INCLUDES : SLOPING ALL. TERRACES FROM
PROPERTY LINES TO CURB -RAKING, READY FOR SEEDING -REMOVAL
OF ALL HEADERS , CULVERTS /REMOVE 1 REPLACE MAILBOXES a SIGNS
6.
ALT NO. I • 6" PORTLAND CEMENT
ALT. NO. t • 6" ASPHALT CEMENT (4" SASE-t"SUR191►CE)
7. COMPACTION OF EMBANKMENT SHALL SE CLASS III,
TYPE C, IN ACCORDANCE WITH SECTION ES , OF THE STATE
OF NEBRASKA 195$, STANDARD SPECIFICATIONS FOR RIGNWMY
CON STRUCTI ON
B. THE CONTRACTOR WILL SE RESPONSIBLE FOR
FURNISHING a TAKING. ALL CYLINDERS ON THE JOS ,AS
DESIGNATED EY THE ENGINEER. ALSO NW SHALL TRANSPORT
SAID CYLINDERS TO A QUALIFIED TESTING LAS. 4 FURNISH
A coPY os RESULTS.
9. ALL SEWER ft WATER SERVICES SHALL se PUT IN
BY A LICENCED PLUMBER .
/1, ALL SURPLUS EARTH MATERIALS FROM THIS
PAVING DIST. SHALL SE HAULED AND DEPOSITED AT
AREA NO. 4 At DIRtCTED BY THE ENGINEER.
PAVING DISTRICT Nb. 39-6
CSTREET - LINCOLN AVE b DENVER AVE.
OFFICE OF CITY ENGINEER
HASTINGS, NESR.
CITY ENGINEER : T. R STEWART
DESIGNED SY:
DRAWN BY :
DATE : i - ,SI
SCALE : I"• 100'
rHM
R IN. JOHNSON
CevfltAesra - READY -MIX