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Project
CITY OF HASTINGS, issei
ENGINEERING DEPT. 0
KANSAS AVE. 1ST STR, TO 9TH STR.
Proj. No.
Description
Design By
Drawn By
RLM
RLM
R-2005-1
AERIAL PHOTO
Date
3/05
Approved By
Contractor
Drn. No. 2
of 4
MATERIALS - GENERAL REQUIREMENTS
1. Type of Asphaltic Oil for Tack coat
Tack coat required under this project shall be SS -1 H.
Water used to dilute emulsified asphalt shall be mixed in
approximate 50-50 proportion with the oil. The rate of
application of the diluted emulsified asphalt shall
generally be from .10 to .20 of a gallon per square yard.
2. Asphaltic Concrete
Type 17 asphalt according to State Specifications
3. Payment shall be made per ton asphalt and shall include all
installation costs including, but not limited to sweeping and
base preparation not otherwise provided for by separate
pay item.
NOTE: Contractor will take extra care to protect all survey markers,
located in street, during construction.
NOTE: Care will be taken to salvage existing manhole rings
and covers and keep sets matched together.
NOTE: Where pavement is milled, apply courses
as specified to thickness as outlined on the
plans or as specified in field by Engineer.
NOTE: Salvage subbase in areas as specified
on plans or as directed in field by Engineer.
ASPHALT PAVEMENT SPEC. SHEET
Laying, compacting and finishing shall be in accordance with sections
503and/1028 of the 1997 Standard State Specifications and 2001 Supplemental
Specifications.
Flagging and barricades necessary for construction will not be paid
for directly, but will be subsidiary to the contract.
CONTRACTOR'S NOTE
1. Payment will be made for actual field quantities utilized and
shall show precedence over contract estimated quantities.
2. Locations of all manholes and valves will be tied off and recorded
prior to any work. Manholes will be kept covered and kept clean
throughout all of resurfacing project.
3. All drives and approaches will be asphalted back, as directed by
Engineer in field.
4. It will be the responsibility of the Contractor to dispose all
pavement removal.
5. Any earth excavation will be disposed of on-site
on adjacent lots.
6. Contractor will be required to notify property owners a minimum of
24 hours prior to any work being started, so cars, etc. can be moved.
7. Contractor will lay new asphalt surface in a two lift process.
Unless otherwise specified by plans or Engineer.
8. Contractor will be required to have all utilities located prior to
start of work.
30"
® North Typical Section of Existing Street
1st Street thru 3rd & 4th thru 7th Street
3rd thru 4th approximately 2" existing asphalt
No Scale
2' Type 17 Asphalt
Bose Lift
7„---- 1.6. Type 17C Asphalt
Top Lift
.Gond
A -hese"
6"
-►1 I -y-
L
31'
Typical Section of Proposed Resurfacing
1st Street thru 3rd & 4th thru 7th Street
3rd thru 4th approximately 2 1/2" new asphalt
3' Existing Asphott / Remove
No Scale
Concrete Subgrode
•} n• :...<...M.:y .. ... ii�.+a v,•w','•.i. .Y.�i Ji ..� ':f.•<. ]+�../�I F: f}`�j...«•�.n n.
31'
Typical Section of Existing Streets
7th Street thru 9th Street
No Scale
•>reY'::: •:+=.N ''s:.:.+,k': L".: +••si n�Y... ..w_. ::y'.:: <; v...-.7. A.; :r,. 'ir: !<F . .d. .
Proposed Section
7th Street thru 9th Street
No Scale
NOTES:
The embankment and subgrade shall be adjusted to conform to the lines and
grades on the plans in accordance with Section 205 and 302 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.
NOTES: Base Lift will consist of 2" Type 17e/40% Except 3rd to 4th - Base Lift 1.5"
Top Lift will consist of 1.5" Type 17c/0.40 Top Lift 1"
ALTERNATE MIX DESIGN
Base Lift will consist of 2" Type 17R Except 3rd to 4th - Base Lift 1.5"
Top Lift will consist of 1.5" Type 17R Top Lift 1"
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 retums 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.
Railroad tracks are to be left in place. Contractor shall pave in and around crossing area
and Shall be Paid for as per Item Resurface RR Crossing Sta 1+40.
Intersection at 2nd St. has a brick sub -base, and care Shall be taken not to Damage this.
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-331-5666
CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
KANSAS AVE. 1ST STR, TO 9TH STR.
Proj. No.
R-2005-1
Description
Asphalt Pavement Spec. Sheet & General Notes
Design By
Drawn By
RLM
RLM
Date 3/05 Contractor
Approved By
Drn. No.
3
of 4
ASPHALTIC
ALTERNATE MIX DESIGN
Band)
CONCRETE, TYPEI7R (A
3/4
1/2
3/8
4
10
30
50
200
C.N.
FM
Materials
19MM
12.5MM
9.5MM
4.75MM
4MM
600M
300M
75M
3A Gravel
100
100
99
89
58
26
16
6
97
45.7
Wash Sand
100
100
100
100
99
66
66
1
0
0
2A
100
98
96
78
27
10
3
1
0
40
RAP
100
94
87
52
34
23
19
11
90
44.7
5/8 X 4
100
50
9
5
4
3
2
2
100
44.4
100
100
100
100
100
100
100
100
0
3A Gravel 40%
40
40
39.6
35.6
23.2
10.4
6.4
2.4
38.8
18.28
Wash Sand 20%
20
20
20
20
19.8
13.2
4.6
0.2
0
0
2A 0%
0
0
0
0
0
0
0
0
0
0
RAP 35%
35
32.9
30.45
18.2
11.9
8.05
6.65
3.85
31.5
15.645
518X4 5%
5
2.5
0.45
0.25
0.2
0.15
0.1
0.1
5
2.22
0%
0
0
0
0
0
0
0
0
0
0
Combined Gradation 100%
100
95.4
90.5
74.05
55.1
31.8
17.75
6.55
75.3
36.145
Specified Gradation
+98
94+
80-98
52-88
32-70
17-38
10-24
3-7
0
0
Actual gradation
100
94
89
80
59
29
17
7
Voids
3.6
Oil
5.31
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-331-5666
CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
KANSAS AVE. 1ST STR, TO 9TH STR.
Proj. No.
R-2005-1
Description
Asphalt Pavement Spec. Sheet & General Notes
Design By
Drawn By
RLM
RLM
Date 3/05 Contractor
Approved By
Drn. No.
3
of 4
BUILD
BUILD: 30' VALLEY GUTTER
BUILD 30' COMBINATION
CURB & GUTTER
BUILD 5' SIDEWALK (47B)
BUILD 6' RE. P.C.C. PAVEMENT
100 LIN FT
30
100
100
LIN FT
SQ FT
SQ YD
4-
m
Z5
Ez
h
BUILD
BUILD 30' COMBINATION
CURB & GUTTER
ADJUST MANHOLE TO
GREADE
BUILD 6' P.C.C. PAVEMENT
130 LIN FT
2 EACH
210 SQ YD
ansas:Avenue M
-r
265'
990 SQ YDS
216 TONS
REMOVE
REMOVE: 30' VALLEY GUTTER
REMOVE: 30' COMBINATION
CURB & GUTTER
REMOVE: SIDEWALK (47B)
REMOVE CONCRETE PAVEMENT
100 FT
30 FT
88 SQ FT
100 SQ YD
NOTES:
Second Street
40'
O
N
Third Street
Direction of Fbwrine
Y
10' 60'
356 SQ YDS
78 TONS
ro
280'
1217 SQ YDS
266 TONS
O
.o
ro
REMOVE
REMOVE SIDEWALK
BUILD
40 SQ FT
BUILD 5' SIDEWALK (47B) 46 SQ FT
1
Fourth Street
40'
O
2" Depth(Vanes)
REMOVE
REMOVE: 30' COMBINATION
CURB & GUTTER
REMOVE C❑NC PAVEMENT
130 LIN FT
210 SQ YD
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.
Item 5" Concrete Sidewalk will be built as per Plan "C"
933 SQ YDS
146 TONS
25'
O
to
30'
77/
3" Depth
276'
328 SQ YDS
72 TONS
920 SQ YDS
201 TONS
REMOVE
REMOVE COMBINATION
CURB & GUTTER
REMOVE SIDEWALK
BUILD
130 LIN FT
32 SQ FT
BUILD COMBINATION
CURB & GUTTER (47B) 130 LIN FT
BUILD 5' SIDEWALK (47B) 38 SQ FT
Fifth Street
tt
REMOVE
REMOVE C❑MBINATI❑N
CURB & GUTTER 100 LIN FT
BUILD
BUILD 30' COMBINATION
CURB & GUTTER 100 LIN FT
Sixth Street
Direction of fbwEns — —�
e)
N
3" De
598
1778 SQ YDS
389 TONS
th
a
CO
Seventh Street
=Mr -r
0 co Q
a 33--<3
o o
Q
to
Direction of Rowan* —
10
M
3' Depth Kansas Avenue 3" Depth
O
M
Direction of Pavane —
1284' not to scale
ITEM NO. DESCRIPTI❑N
1 ROT❑MILL PAVEMENT
2 ASPH. CONC. TYPE
17C (ALT 17R)
3 PERFORMANCE GRADED
BINDER (64-22)
4 EMULSIFIED ASPH (SS1H)
TACK COAT
ESTIMATED
QUANTITY
10847
2314
134
2715
5 BUILD P.C.C. PAVEMENT FOR
PATCHING (47B HIGH EARLY) 100
6 BUILD 6' P.C.C. PAVEMENT
7 BUILD 30' VALLEY GUTTER
(47B)
8 BUILD C❑MBINATI❑N CURB &
GUTTER (47B)
9 BUILD 5' CONCRETE SIDEWALK
(47B)
10 REMOVE CONCRETE PAVEMENT
11 REMOVE 30' CURB
12 REMOVE SIDEWALK
13 ADJUST MANHOLE TO GRADE
14 ADJUST GAS VALVE
TO GRADE
15 ADJUST WATER VALVE
TO GRADE
16 SAW CUT
17 SIGNS AND BARRICADES
18 RESURFACE RR CROSSING
STATI❑N 1+40
210
100
490
184
310
590
184
2
UNIT
SQ YD
TON
TON
GAL
SQ YD
SQ YD
LIN FT
LIN FT
SQ FT
SQ YDS
LIN FT
SQ FT
EACH
1
EACH
1
400
1
EACH
LIN FT
LUMP SUM
1
LUMP SUM
4325 SQ YDS
946 TONS
REMOVE
REMOVE COMBINATION
CURB & GUTTER
BUILD
BUILD 30' COMBINATION
CURB & GUTTER
100 LIN FT
100 LIN FT
NORTH [II),
No Sale
NORTH
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S (, A aooO�e
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14`51 E-5090
•
CITY OF HASTINGS,
ENGINEERING DEPT. 7, 0
Project
KANSAS AVE. 1ST STR, TO 9TH STR.
Proj. No.
R-2005-1
Description
CONSTRUCTION PLANS
Design By RLM Dote 3/05
Contractor
Drown By RLM
Approved By
Dm. No.
4 of 4