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13Th STRiET
SUMNER ST.
12-.' STREET
a anew O
DRIVEWAY -
0 = INIAISHOLE
- awn of WATER
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• NOTES •
ALL. CURS CUTS SHALL SE PAVED WITH E
CONCRETE TO PROPERTY. LINE .
2. ALL SEWER <E WATER SERVICES TO SE AIR TAMPED
OR HYDRO TAMPED FULL LENGTH OF DITCH.
3. CONTRACTOR TO NOT' FY UTILITY DEPT. AND
TELEPHONE CO. BEFORE START INS WORK.
4-. - PLACE HEADER TYPE S , AT ENDS OF RETURNS
ar 3/4" EXPANSION JOINT AT A PAAXJ,dUM Or 100' APART.
S
EXCAVATION INCLUDES
PROPERTY LINES Tr• CURS;
REMOVAL or ALL HEADERS ,
REPLACE MAILBolen AND
: SLOPING ALL TERRACES FROM
RAKING READY FDI! SEEDING
CULVERTS O REMOVE AND
SIGN S.
ALT. NO. 1 - 5" PORTLAND C'EME'NT
ALT. N0. a - Ei" ASPHALT CEMENT- (*a RASE - 9'SUPlCt)
7. COMPACTION OF EMBANKMENT SHALL BE CLASS III,
TYPE C, IN ACCORDANCE WITH SECTION 23, OP TWE
STATE OF NESRASMCA MSS, STANDARD SPECIFICATIONS
FOR HIGHWAY CON srRucrs 0t4 .
8.
9.
THE CONTRACTOR WILL BE RESPONSISLE FOIZ
FURNISHING- 14 TAKING ALL. CYLINDERS ON THE JOS, AS
DNSIGNATED BY THE ENGINEER . ALSO ME SHALL
TRANSPORT seta CYLINDERS TO A QUALIFIED TESTING
LABORATORY lie FURNISH A COPY or RESULTS .
ALL SSWFR Of WATER SEG VI GES SHALL SE PUT IN
BY A LICENCED PLUMBER; AND SE IN ACCORDANCE WITH
THE 1114O REVISED PLS. CODS ORDIIVAMCE OF HASTINGS .
/O. ALL. SURPLUS EARTH MATERIALS PROM TIS//S
PAVING DISTRICT SHALL SE HAULED AND DEPOSITED
AT AREA No. Q As DIRECTED BY THE ENGINEER.
PAVING DISTRICT No. 405
SUMNM'R ST. — SELLEVUE b SAUNDERS
OFFICE OF CITY ENGINEER
HASTINGS, NESR.
CITY ENGINEER; T. R. STEWART
DESIGNED •Y :
DRAWN BY :
DATE •7-1,1
SCALE: 1"• 100'
R.E. IHM
R.W JOHNSON
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METHODIST CMU12CH
G. MACLYN .O' GENE C. HAYNES
If •l ..
ANN M. DsSUS
HAROLD E. 4' DARLENE R. DWYER.
DORADCE L. 0 SyLVIA HOWARD
LE0/4ARD A. Of e47-PIER/Ns C LARlot)
EUGENIA CLAIM ANOl12sou
IIrs
S. MACLYN el GENE C. HAYNES
MARGUERITE DUNAIME
884 CE EVANGEL/CAL GWIT'ED EICIMII2EN/
II II
EDWARD se 84727 -NA R2ESSLCR
/04/09 a 6. 1'4914 • 17, 131.30
.
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3660
337 T9
337 ft
75348'
67/ ZS
S34t9
IntOS
107447
Sto s,
944 1 t
329 3t
3L93E
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/Sits
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983b
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3i Go
906 o3
97241
43164
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to 43
iffy 4z.
/•
• NOTES •
ALL. CURS CUTS SHALL SE PAVED WITH E
CONCRETE TO PROPERTY. LINE .
2. ALL SEWER <E WATER SERVICES TO SE AIR TAMPED
OR HYDRO TAMPED FULL LENGTH OF DITCH.
3. CONTRACTOR TO NOT' FY UTILITY DEPT. AND
TELEPHONE CO. BEFORE START INS WORK.
4-. - PLACE HEADER TYPE S , AT ENDS OF RETURNS
ar 3/4" EXPANSION JOINT AT A PAAXJ,dUM Or 100' APART.
S
EXCAVATION INCLUDES
PROPERTY LINES Tr• CURS;
REMOVAL or ALL HEADERS ,
REPLACE MAILBolen AND
: SLOPING ALL TERRACES FROM
RAKING READY FDI! SEEDING
CULVERTS O REMOVE AND
SIGN S.
ALT. NO. 1 - 5" PORTLAND C'EME'NT
ALT. N0. a - Ei" ASPHALT CEMENT- (*a RASE - 9'SUPlCt)
7. COMPACTION OF EMBANKMENT SHALL BE CLASS III,
TYPE C, IN ACCORDANCE WITH SECTION 23, OP TWE
STATE OF NESRASMCA MSS, STANDARD SPECIFICATIONS
FOR HIGHWAY CON srRucrs 0t4 .
8.
9.
THE CONTRACTOR WILL BE RESPONSISLE FOIZ
FURNISHING- 14 TAKING ALL. CYLINDERS ON THE JOS, AS
DNSIGNATED BY THE ENGINEER . ALSO ME SHALL
TRANSPORT seta CYLINDERS TO A QUALIFIED TESTING
LABORATORY lie FURNISH A COPY or RESULTS .
ALL SSWFR Of WATER SEG VI GES SHALL SE PUT IN
BY A LICENCED PLUMBER; AND SE IN ACCORDANCE WITH
THE 1114O REVISED PLS. CODS ORDIIVAMCE OF HASTINGS .
/O. ALL. SURPLUS EARTH MATERIALS PROM TIS//S
PAVING DISTRICT SHALL SE HAULED AND DEPOSITED
AT AREA No. Q As DIRECTED BY THE ENGINEER.
PAVING DISTRICT No. 405
SUMNM'R ST. — SELLEVUE b SAUNDERS
OFFICE OF CITY ENGINEER
HASTINGS, NESR.
CITY ENGINEER; T. R. STEWART
DESIGNED •Y :
DRAWN BY :
DATE •7-1,1
SCALE: 1"• 100'
R.E. IHM
R.W JOHNSON
Detre scree - ROA. V -PI Ir
:t
7
VINk4( HI IV I RNI aI
z
m
S MI SO4# ad