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o NOTES o
I. ALL CURS CUTS SHALL BE PAVED WITH 6 CONCRETE
TO PROPERTY LINE.
2. CONTRACTOR. T o NOTIFY UTILITY DEPT. AND TELEPHONE•*
CO. BEFORE STARTING WORK..
.3. PLACE HEADER, TYPE B, AT ENDS OF RETURNS ¥ a/4 -n
EXPANSION JOINT AT A MAXIMUM Or /00' APART.
4. EXCAVATION INCLUDES: SLOPING ALL TERRACES FieOM PROPERTY
LINES TO Cul -Si RAKING, READY FOR SEEDING; REMOVAL OF ALL
HEADEI2.S , CULVERTS 4' REMOVE AND REPLACE MAILBOXES 4 SIGNS.
E COMPACTION OF EMBANKMENT SHALL. BE CLASS Ill, TYPE C, IN
ACCORDANCE WITH SECTION 23, OF THE STATE OC NEBRASSCA
19SS STANDARD SPECIFICATIONS FOR HI6I4WAt/ CONSTRUCT/ON,
6. THE CONTRACTOR. WILL BE RESPONSIBLE FOR FORNIsH/NG «
TAKING ALL CYLINDERS ON THE JOB, AS DESIGINATED 8Y THE
ENGINEER.. ALSO 44E SHALL TRANSPORT SAID CYLINDERS 70 A.
QUALIFIED TESTING LAB f CU12NISN A COPY OF RESULTS.
7 ALL SURPLUS EARTH MATERIALS FROM 7W/S PAYING DIST.
SHALL BE HAULED AND DEPOSITED AT I?V(enNp AS DIRECTED
DY THE ENGINEER.,
8. CONTRACTOR TO DISPOSE OF ALL CONCRETE REMOVAL.
KEURE
K 8 N CO., No. l6
--�,: YORK.
OFFICE OF CITY ENG/NEER.
' IfASTINNEhRASrA --
GI Ty EN6/NEE2.: % P.S-r-twART
DESIGNED BY : E'.E.-1 IHM
DRAWN_ w RV • Fein. JOHNSOAi
SCst LE r / � _ room
DATE 4---/62 6 2