HomeMy WebLinkAboutPD399s
• LEGEND •
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QARLENR M.
M SALMOART
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BATEMAN ST.
7T' STREET
CITY -9 SNARE
1.
• NOTES •
ALL CURB CUTS sHA1..L SE PAVED WITH L CONCRETE
TO PROPERTY LINE.
2. ALL SEWER / WATER SERVICES TO SE AIR TAMPED
OR HYDRO TAMPED FULL LENGTH or DITCH.
3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND
TELEPHONE CO. BEFORE. STARTI NG WORK .
OS
4-. PLACE HEADER, TYPE B , AT ENDS OF RETURNS s 1/4
EXPPJ4SION JOINT AT A MAXIMUM OP 100' APART.
5 EXCAVATION INCLUDES SLOPING ALL TERRACES FROM
PROPERTY LINES TO CURS ; RAKING , READY FOR SEEDING-;
REMOVAL OF ALL HEADERS / CULVERTS el REMOVE' AND
REpLACE MAILSOXES AND SIGNS.
G.
ALT. NO. 1 — i" PORTLAND CEMENT
ALT. NO. t — 6" ASPHALT CEMENT (4" SASE- 2e Suet -Ace)
7. COMPACTION OF EMBANKMENT SHALL SE CLASS 111,
TYPE C IN ACCORDANCE WITH SECTION 23 OF THE
STATE OF NEBRASKA. I9SS, STANDARD SPECIFICATIONS
roR HIGHWAY CONSTRUCTION .
a.
THE CONTRACTOR WILL BE RESPOIV SI ISLE FOR
FURNISHING A` TAKING- ALL CYLINDERS ON THE JOB , AS
DESIGNATED BY THE ENGINEER. ALSO HE SHALL TEANSPo*r
SAID CYLINDERS TO A QUALIFIED TESTING LABORATORY 4+'
FURNISH A COPY OF RESULTS .
9. ALL SEWER Et WATER SERVICES SHALL BE PUT IN BY
A LICENCED PLUMBER .4 BE IN ,&CCORzDANCE WITH
THE 1960 REVISED PLB. CODE ORDINANCE or HASTINGS.
so. ALL SURPLUS EARTH MATERIALS FROM THIS
PAVING DISTRICT SHALL- BE HAULED AND DEPOS /TSG
AT AZEA NO. I_ AS DIRECTED HIV THE ENEINEER.
PAVING DISTRICT No. 399
BARNES AVE.- 7Th ST. to ST' %V.
OFFICE OF CITY ENGINEER
HASTINGS, NEBRASKA
CITY ENGINEER : T. R. STEWART
DESIGNED SY : R E. I NM
DRAWN BY :
Darr : s-27=61
SCALE: I"- IOO•
Rt W. JOHNtOM
Co o rrAc 1be - CEA LW -M IX
PROPERTY
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7l.ss00
em STREET
BATEMAN ST.
7T' STREET
CITY -9 SNARE
1.
• NOTES •
ALL CURB CUTS sHA1..L SE PAVED WITH L CONCRETE
TO PROPERTY LINE.
2. ALL SEWER / WATER SERVICES TO SE AIR TAMPED
OR HYDRO TAMPED FULL LENGTH or DITCH.
3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND
TELEPHONE CO. BEFORE. STARTI NG WORK .
OS
4-. PLACE HEADER, TYPE B , AT ENDS OF RETURNS s 1/4
EXPPJ4SION JOINT AT A MAXIMUM OP 100' APART.
5 EXCAVATION INCLUDES SLOPING ALL TERRACES FROM
PROPERTY LINES TO CURS ; RAKING , READY FOR SEEDING-;
REMOVAL OF ALL HEADERS / CULVERTS el REMOVE' AND
REpLACE MAILSOXES AND SIGNS.
G.
ALT. NO. 1 — i" PORTLAND CEMENT
ALT. NO. t — 6" ASPHALT CEMENT (4" SASE- 2e Suet -Ace)
7. COMPACTION OF EMBANKMENT SHALL SE CLASS 111,
TYPE C IN ACCORDANCE WITH SECTION 23 OF THE
STATE OF NEBRASKA. I9SS, STANDARD SPECIFICATIONS
roR HIGHWAY CONSTRUCTION .
a.
THE CONTRACTOR WILL BE RESPOIV SI ISLE FOR
FURNISHING A` TAKING- ALL CYLINDERS ON THE JOB , AS
DESIGNATED BY THE ENGINEER. ALSO HE SHALL TEANSPo*r
SAID CYLINDERS TO A QUALIFIED TESTING LABORATORY 4+'
FURNISH A COPY OF RESULTS .
9. ALL SEWER Et WATER SERVICES SHALL BE PUT IN BY
A LICENCED PLUMBER .4 BE IN ,&CCORzDANCE WITH
THE 1960 REVISED PLB. CODE ORDINANCE or HASTINGS.
so. ALL SURPLUS EARTH MATERIALS FROM THIS
PAVING DISTRICT SHALL- BE HAULED AND DEPOS /TSG
AT AZEA NO. I_ AS DIRECTED HIV THE ENEINEER.
PAVING DISTRICT No. 399
BARNES AVE.- 7Th ST. to ST' %V.
OFFICE OF CITY ENGINEER
HASTINGS, NEBRASKA
CITY ENGINEER : T. R. STEWART
DESIGNED SY : R E. I NM
DRAWN BY :
Darr : s-27=61
SCALE: I"- IOO•
Rt W. JOHNtOM
Co o rrAc 1be - CEA LW -M IX