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0 8Th STREET _
CHESTNUT
Cf rays SSA.E'E
• NOTES 0
ALL CURS CUTS SMALL SE PAVED WITH 6" CONCRETE
TO PROPERTY LINE.
2 ALL SEWER AND WATER SERVICES TO BE AIR TAMPED
OR HYDRO TAMPED LEMtTH OP DITCH.
3 CONTRACTOR TO NOTIFY UTILITY DEPT. AND TLLEPHONE
CO. It FOR! STARTING WORK .
4 PLACE HEADER, TYPE S, AT ENDS OF RETURNS AND 3/4"
EXPANSION JOINT AT A MAXIMUM OF 100' APART,
S• EXCAVATION INCLUDES: SLOPING- ALL TERRACES FROM PROPERTY
LINES TO CURB; RAKIN&, READY FOR SEEDING ; REMOVAL. OF
ALL HEA DCRS.
6. ALT. No. ! - i" PORTLAND CEMENT
ALT. N• . t - i" ASPHALT CEMENT
( 4" SAW - 2 " SURFACE)
T COMPACTION OF EMBANKMENT SHALL ME CLASS III, TYPE C,
1 N ACCORDANCE Wm( Ste. t 3 , OF TAE STATE OF NEBRASKA 19SS,
STANDARD SPECIFICATIONS FOR HIGHWAY CONSrRuer/ON.
B. CONTRACTOR TO FURNISH CYLINDERS AND ALL TESTS
ALSO REMOVE AND REPLACE ALL MAILSOXEt AND SIGNS .
O. ALL SEWER AND WATER SERVICES SHALL. SE PUT in BY
A LICENCED PLUMSSR.
I0. ALL SURPLUS EARTH MATERIALS FROM THIS PAVING DIST.
SHALL SE HAULED AND Wenn* AT AREA No. 1 AS
DIRECTED BY THt En *antra.
11 4• STUB OUTS FROM THE MAIN ARE TO BE LAVED NO
LESS THAN 1/4" TO THE FOOT
PAVING DISTRICT No. 388
8"' STREET - CHESTNUT Is LAIRD AVE.
OFFICE OF CITY ENGINEER
HASTINGS , NEBRASKA
City Engineer: T. R . STEWART
DESIGNED BY: R.E. IHM
DRAWN DY: R.W. JOHNSON
DATE : 1960
SCALE: I"■ 100'