HomeMy WebLinkAboutINT-2005NOTES:
The embankment and subgrade shall be adjusted to conform to the lines and.
grades on the plans in accordance with Section 202, 204 and 301 of the 1997
Standard State Specifications and its supplements. The upper six (6) inches of
the subgrade shall be scarified, mixed and recompacted to the following
compaction requirements:
Percent Density Moisture Minimum Requirements Maximum
95 Min. Opt. -3% Opt. +3%
Areas not meeting specified moisture density test requirements shall be
removed and recompacted at the Contractor's expense.
All subgrade compaction and water necessary for subgrade construction
shall not be paid for directly but shall be considered subsidiary to the
items of the contract.
Excavation, backfilling, and sawing control joints, keyway, tie bars,
dowel pins, and rubberized joint sealant shall be considered subsidiary
to the unit price per square yard of pavement.
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•
9TH & CRANE INTERSECTION
INT -2005
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Hastings City Engineering
Hastings City Surveyor
Date
Utilities Director of Engineering Date
Hastings, NE
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Note:
Care shall be taken
not to disturb the
existing curb inlet.
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SII=WAL<
PAVEv-\T REv❑VALS
North West
187 Sq Ft
North
South West
36' X 10'
168 Sq Ft
40
Sq Yds
210 Sq Ft
South
206 Sq Ft
36' X 10'
Sq Yds
40
Sq Yds
36' X 30'
East
771 Sq Ft
36' X 30'
120
Sq Yds
West
Sq Yds
36' X 30'
Way intersect.
120
Sq Yds
4
Way intersect.
36'
Road / 20'
Radius
502
Sq Yds
Sq Yds
Total =
822
Sq Yds
SII=WAL<
REN❑VALS
North West
187 Sq Ft
187 Sq Ft
South West
168 Sq Ft
168 Sq Ft
South East
210 Sq Ft
210 Sq Ft
North East
206 Sq Ft
206 Sq Ft
Sq Yds
East
36' X 30'
Total =
771 Sq Ft
3UILD 511 SIDEWAL< (47B)
3UILD 8" PAVEVENT(473)
2
187 Sq Ft
North
36' X 10'
168 Sq Ft
40
Sq Yds
210 Sq Ft
South
36' X 10'
206 Sq Ft
40
Sq Yds
East
36' X 30'
771 Sq Ft
120
Sq Yds
West
36' X 30'
120
Sq Yds
4
Way intersect.
36' Road / 20'
Radius
502
Sq Yds
Total =
822
Sq Yds
3UILD 511 SIDEWAL< (47B)
North West
2
187 Sq Ft
South West
1
168 Sq Ft
North East
210 Sq Ft
South East
206 Sq Ft
Total =
771 Sq Ft
Ad justVater Valve to
Grade
Last side
Crane, South
side 9th
2
Each
Last side
Crane, North
side of 9th
in sidewalk
1
Each
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Adjust Manhole to
Grade
CL 9th Rt of
Crane CL
1
Each
CL 9th Lt of
Crane CL
1
Each
CITY OF HASTINGS,
ENGINEERING DEPT. 7 0
Project
INT -2005
Proj. No.
INT -2005
Description
Intersection at 9th and Crane
Design By
RLM
Drawn By RLM
Date
5-05
Contractor
Approved By
segraeJ
Drn. No.
1
of 1