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Project
NORTH
No Sale
CITY OF HASTINGS,
ENGINEERING DEPT. 0
KANSAS AVE. 9TH STR, TO 12TH STR.
Proj. No.
Description
Design By
Drawn By
RLM
RLM
R-2005-2
AERIAL PHOTO
Date
5-05
Approved By
Contractor
Drn. No.
2
of 4
6"
Z
3" Existing Asphalt / Remove
in
0
1•
{..
30'
310'
Concrete Subgrade
1v.
1034 sq yd
227 ton
31'
1 1/2" Top Lift
2" Base Lift
Typical Section of Existing Streets
9th Street thru 12th Street
No Scale
Concrete Subgrade
31'
Proposed Section
9th Street thru 12th Street
No Scale
12' X /10
6" CO\C VALL-1Y
30'
1040 sq yd
228 ton
NOTES:
100'
NORTH
Scale: 1^=100'
9'
I0'
30'
505'
i
Base Lift will consist of 2" Typel7c/0.40 or 17R
Top Lift will consist of' 1.5" Type 17c/0.40 or 17R
1684 sq yd
369 ton
Flowlines are to be covered on Top Lift only in certain areas as specified in field by Engineer.
Concrete sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
Millings are to become the property of the contractor
Ends and returns on Project will be sawed prior to installation of Base Lift.
Some Driveways on this project have asphalt and concrete patched into the gutterline.
Contractor shall use caution not to damage driveways during the removal of this material.
Contractor shall use care in maneuvering heavy equipment over and around this Project.
Existing curb and gutters are in poor condition and the 5" concrete base will not withstand
a lot of weight.
ITEM NO. DESCRIPTI❑N
1
2 ASPH, CONC. TYPE
3
4
5
6
7
8
R❑T❑MILL PAVEMENT
17C (ALT 17R)
PERFORMANCE GRADED
BINDER (64-22)
EMULSIFIED ASPH (SS1H)
TACK COAT
ESTIMATED
QUANTITY
3758
824
48
940
BUILD P.C.C. PAVEMENT FOR
PACHING (47B HIGH EARLY) 60
BUILD 6' P.C.C. PAVEMENT
BUILD COMBINATION CURB &
GUTTER (47B)
BUILD 5° CONCRETE SIDEWALK
(47B)
9 REMOVE CONCRETE PAVEMENT
10 REMOVE 30' CURB
11 REMOVE SIDEWALK
12 ADJUST MANHOLE TO GRADE 1
13 ADJUST GAS VALVE
TO GRADE 1
14 ADJUST WATER VALVE
TO GRADE 1
15 SAW CUT
16 SIGNS AND BARRICADES 1
100
100
100
160
100
100
UNIT
SQ YD
TON
TON
GAL
SQ YD
SQ YD
LIN FT
SQ FT
SQ YDS
LIN FT
SQ FT
EACH
EACH
250
EACH
LIN FT
LUMP SUM
fl•
•°°°................. 004 0,,t
e�
" DAYID L tot
co® w> E :
&50 ® 7
a°
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•
AY/ CITY OF HASTINGS,
ENGINEERING DEPT.
00
Project
KANSAS AVENUE 9TH TO 12TH
Proj. No.
R-2005-2
Description
Construction Plans
Date
5-05
DeticIn BY
RLM
Drawn By RLM
Contractor
Dm. No.
f 4