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EXIWYINS CURS 4 surrey
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CLARENCE C. 4 SYLYIA M. SELL
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sateLD R. 4 SEVILA M. SEAN77110
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HARRIET GRAHAM'S
PIEOP6tTY
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• NOTES •
1. ALL CURD CUTS SHALL SE PAVED WITH 6" CONCRETE TO
PROPERTY LINE.
!. ALL SEWER 4 WATER SERVICES TO BE AIR TAMPED OR HYDRO
TAMPED FULL LENGTH OF DITCH.
3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND TELEPHONE CO. BEFORE
STARTING WORK .
4. PLACE HEADER , TYPE e , AT ENDS OF RETURNS 4 3/4" 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,
CULVERTS 11 REMOVE AND REPLACE MAILBOXES AND SIGNS .
013 8INST. 6.
70
W
Q
Lor
I.
'Ur. ADDITION
ALT. N• I - 64 PORTLAND CEMENT
ALT N • E - 4" ASPHALT CEMENT ( 4- BASE - 2 " suerACE
7. COMPACTION OF EMBANKMENT SHALL RE" CLASS III , TYPE C , IN
ACCORDANCE WITH SECTION 2A, OF THE STATE OF NEBRASKA 10VS,
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
8.
THE CONTRACTOR
ALL CYLINDERS ON THE
ME SHALL TRANSPORT
LABORATORY /4 FURNISH
WILL SE RESPONSIBLE
JOB, AS DESIGNATED
SAID CYLINDERS TO A
A COPY OF RESULTS.
FOR FURNISHING do 'TAKING,
•Y THE ENGINEER. ALSO
QUALIFIED TESTING
•. ALL SEWER 4' WATER SERVICES SHALL BE PUT /N By A LICENCED
PLUMBER; AND SE IN ACCORDANCE WITH THE 1960 EEVISEO PLO
CODE ORDINANCE OF HASTINGS
10. ALL SURPLUS EARTH MATERIALS FROM 1 THIS PAVING DISTRICT
SHALL SE HAULED AND _DEPOSITED AT 12 g CRANE AS DIRECTED
BY rim ENGINEER. -
ll. WHERE CURS I GUTTER IS IN , DRIVES SHALL SE POURED FIRST.
IF CURS E GUTTER IS NOT IN • CONTRACTOR WILL St REQUIRED r0
pOUR DRIVES AT SAME TIME AS STREET POUR
12.
ALL JOINTS ARE TO BE POURED BEFORE DISTRICT' IS
OPENED TO reAFFIC
93. SEWER STUB -00r3 'SHALL Sr A
or WATER MAIN OR. CU*.d STOP.
Feof r
FEET
OWNERS
MINIMUM OF' 2' IN IBACAG
FTENTJKe
SHWA L
Thin
A WER MERT
DEFIERT
•
W. K' L. 4
E 31' L.4
E. 14' L. 3
L . 1 4 E.
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t
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4
E. 44' L. s
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12' L. t
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rent FRONT FEET - 3008.3
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BROWN
371 co
42047
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4475*
473 4!
45'407
454.7
445 44,
1S,N8.45
city% EMIR 4,E18t.6I
TOTAL E11,771.0S
IV-! 0 HWIFIN AS
r
PAVING DISTRICT WO.40 9
WEST r ST. - bet. LAIRD AVE MARIAN RD
OFFICE OF CITY ENGINEER
CITY ENGINEER : T. R. STEW R .
DESIGNED 13Y : e. E. 1 MM
bRAWN SY ' R.W. JOHNSON
DATE to -r -1/211/7n COA1241, .CT•f : JOSICIP N
SCALE: t-- 100 Casson Pas ere rs
HYWLO HIHWON AH Hi' IM IH
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