HomeMy WebLinkAboutR2009-4R - 2009-4 RESURFACING
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7th St.
6th sic=
5th St.
4th St.
3rd St.
Hastings City Surveyor
So$-zaa9
Date
Hastings City Engineering
Hastings, NE
6' i
5-7- tocy
Hastings City Engineer Date
Limits of
Colorado
BNSF RR
Project:
Ave.
to to 14th Street
COLORADO AVE. BNSF RR THRU 14TH
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 C asphalt according to the 1997 Standard State
Specifications and its supplements.
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
503 and 1028 of the 2007 Standard State Specifications and its supplements.
Flagging and temporary traffic control 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.
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 2007
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.
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-331-5666
ASPHALTIC CONCRETE, TYPE 17C w/.40 CRUSHED
Asphaltic Concrete, Type 17C , shall conform to the AASHTO T245 test for a
50 blow mix criteria.
Subsection 1007.01 in the 1997 Standard Specifications is amended to include
Asphaltic Concrete, Type 17C.
The combined mineral aggregate for Asphaltic Concrete, Type 17C, shall
have a minimum crushed value of 40 percent. The crushed value for mineral
aggregates shall follow the Special Provision, "CRUSHED AGGREGATE FOR
ASPHALTIC CONCRETE". Of the combined mineral aggregate not more than
60 percent can be limestone. The target field air void shall be 3.5 percent.
The gradation of the combined aggregates shall be such that a job mix
formula meeting the gradation requirements shown below can be established.
RANGE FOR TARGET VALUES
(1/2" Gradation Band "A")
SIEVE SIZE PERCENT PASSING
1 -inch 100
%-inch 98 100
%-inch 94 100
3/8 -inch 80 98
No.4 52 88
No.10 32 70
No. 30 17 38
No. 50 10 24
No.200 3 7
The percent design target air void shall equal the field target plus one
percent. Field control target air voids shall consist of a maximum equal to the
target plus one percent and a minimum equal to the target minus one percent,
based on the moving average of four tests. The minimum percent voids in
mineral aggregates, (VMA) shall have a lab design of ** and field control value
of **. The dust/ac ratio shall have a maximum (lab design) value of 1.2 and a
maximum (cold feed) value of 1.4.
ASPHALTIC CONCRETE, TYPE 14
Asphaltic Concrete, Type 14, shall conform to the AASHTO T245 test for a
50 blow mix criteria.
Subsection 1007.01 in the Standard Specifications is amended to include
Asphaltic Concrete, Type 14.
The combined mineral aggregate for Asphaltic Concrete, Type 14, shall have
a minimum crushed value of 60 percent. The crushed value for mineral
aggregates shall follow the Special Provision, "CRUSHED AGGREGATE FOR
ASPHALTIC CONCRETE". Of the combined mineral aggregate not more than
60 percent can be limestone. The target field air void shall be 4.0 percent.
The gradation of the combined aggregates shall be such that a job mix
formula meeting the gradation requirements shown below can be established.
SIEVE SIZE
1 -inch
%-inch
'%-inch
3/8 -inch
No. 4
No. 10
No. 30
No. 50
No. 200
RANGE FOR TARGET VALUES
(314" Gradation Band)
PERCENT PASSING
Min. Max.
100
98 100
76 93
60 88
42 78
27 60
14 38
8 21
3 7
The percent design target air void shall equal the field target plus one
percent. Field control target air voids shall consist of a maximum equal to the
target plus one percent and a minimum equal to the target minus one percent,
based on the moving average of four tests. The minimum percent voids in
mineral aggregates, (VMA) shall have a lab design of ** and field control value
of **. The dust/ac ratio shall have a maximum (lab design) value of 1.2 and a
maximum (cold feed) value of 1.4.
**VMA Requirements:
Minimum VMA = Air Voids (%) + 12%
j CITY OF HASTINGS,
j \ ENGINEERING DEPT. 0
Project
R-2009 Resurfacing Project
Proj. No. R2009-4 Colorado Ave. — BNSF RR to 14th St.
Description
Asphalt Pavement Spec. Sheet
Design By
GWM
Dote 2/09
Contractor
Drawn By GWM
Approved By
Om. No. 2 of 8
6"
3rd Street
3 1/2" Existing Asphalt / Remove
k•
•
'tr
0)
o
L
t
Concrete Subgrade
11 1 ; I
l0
L
N
-c
h
m
m
L
to
6,068'
31'
30"
Typical Section of Existing Streets
BNSF RR thru 14th Street
No Scale
1 1/2" Top Lift
'k2" Base Lift
* Concrete Subgrade
Typical Proposed Section
BNSF RR thru 14th Street
No Scale
* Typical: See individual sheets
for details specific to each
section of project.
LIMITS OF RESURFACING PROJECT
COLORADO AVE: BNSF RR TO 14TH STREET
NORTH 4>
Scale:
oo' o' o0' oo' ?00'
Notes:
m
•m
(n
-c
O
43
m
t
-4-
u
Concrete sub—base may require various patching to be determined by Engineer after
milling operation and street has been cleaned.
Millings shall 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 equipmentover and around this
Project. Existing curb and gutters are in poor condition. Brick and concrete base
materials will not withstand a lot of weight.
Inlays required shall be subsidiary to rotomill pavement.
t
0
0
L
CD
m
L
SUMMARY OF QUANTITIES
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1
1 ROTOMIT T PAVEMENT
2 ASPHALTIC CONCRETE TYPE 17C/0.40
3 ASPHALTIC CONCRETE TYPE 14
4 ASPHALTIC CEMENT PERFORMANCE
GRADED BINDER (64-28)
5 EMULSIFIED ASPHALT (SS1H) TACK COAT
6 REMOVE CONCRETE PAVEMENT
7 REMOVE SIDEWALK
8 REMOVE 30" CURB & GUTTER
9 BUILD 6" PCC CONCRETE PAVEMENT
PATCHING (47B HIGH EARLY)
10 BUILD 6" PCC CONCRETE PAVEMENT (47B)
11 BUILD 8" PCC CONCRETE PAVEMENT (47B)
12 BUILD 30" COMB. CURB & GUTTER
13 BUILD 6" INTEGRAL CURB
14 BUILD 5" PCC CONCRETE SIDEWALK (47B)
15 ADJUST MANHOT F TO GRADE
16 ADJUST WATER VALVE TO GRADE
17 ADJUST GAS VALVE TO GRADE
18 ADJUST STORM INLET TO GRADE
19 PATCH ASPHALT DRIVEWAY
20 SAW CUT
21 TRAFFIC CONTROL, BARRICADES, AND
MAINTENANCE THEREOF
18704
4060
532
267
4676
317
2478
520
350
75
242
520
30
2478
23
9
3
7
550
1154
1
S.Y.
TON
TON
TON
GAL.
S.Y.
S.F.
L.F.
S.Y.
S.Y.
S.Y.
L.F.
L.F.
S.F.
EACH
EACH
EACH
EACH
S.Y.
L.F.
L.S.
ACITY OF HASTINGS,
ENGINEERING DEPT.
00
Project
R-2009 Resurfacing Project
Pros* N0R2009-4 Colorado Ave. — BNSF RR to 14th St.
Description Asphalt Pavement Plan Sheet
Design By
GWM
Dote 2/09
Contractor
Drown DyGWM
Approved By
Dm. No. 3 of 8
6"
390'
40'
267'
3" Existing Asphalt / Remove
0
0
s-
4-- m
Resurface
asphalt
return
0
t—
i
0
to
L
0
0
c
0
a
L
2nd Street
Remove
Alley Return
& Sidewalk
Q
Build 8" PCC
Ailey Return
& Sidewalk
3rd Street
Colorado Avenue
r
Build Curb & Gutter
on East Side
0
Concrete & Brick Subgrode Materials
0
100'
O
11111111
Remove
Asphalt
Intersection
COLORADO AVE RESURFACING
BNSF RR TO 3RD STREET
NORTH [:›
Scale:
0'
100'
O O
Remove >. Build 8" PCC
Alley Return Alley Return
& Sidewalk Q & Sidewalk
200'
30"
•. .....: a.'.a...:
Typical Section of Existing Streets
BNSF RR to 3rd Street
No Scale
1 1/2" Top Lift
2" Base Lift
Concrete & Brick Subgrade Materials
31'
Proposed Section
BNSF RR to 3rd Street
No Scale
Notes:
s
Leave in Place
Asphalt
Intersection
Base Lift will consist of 2" Type 170/0.40
Top Lift will consist of 1.5" Type 170/0.40
Sub—base may require various patching to be determined by Engineer after milling.
operation and street has been cleaned. Existing base is a mix of concrete and
brick paving materials.
Millings shall 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 paving base and existing curb and gutters may be in poor condition.
Inlays required shall be subsidiary to rotomill pavement.
SUMMARY OF QUANTITIES
ITFiVI
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 ROTOMILL PAVEMENT
2 ASPHALTIC CONCRETE TYPE 17C/0.40
3 ASPHALTIC CONCRETE TYPE 14
4 ASPHALTIC CEMENT PERFORMANCE
GRADED BINDER (64-28)
5 EMULSIFIED ASPHALT (SS1H) TACK COAT
6 REMOVE CONCRETE PAVEMENT
7 REMOVE SIDEWALK
8 REMOVE 30" CURB & GUTTER
9 BUILD 6" PCC CONCRETE PAVEMENT
PATCHING (47B HIGH EARLY)
10 BUILD 6" PCC CONCRETE PAVEMENT (47B)
11 BUILD 8" PCC CONCRETE PAVEMENT (47B)
12 BUILD 30" COMB. CURB & GUTTER
13 BUILD 6" INTEGRAL CURB
14 BUILD 5" PCC CONCRETE SIDEWALK (47B)
15 ADJUST MANHOT F TO GRADE
16 ADJUST WATER VALVE TO GRADE
17 ADJUST GAS VALVE TO GRADE
18 ADJUST STORM INLET TO GRADE
19 PATCH ASPHALT DRIVEWAY
20 SAW CUT
21 TRAFFIC CONTROL, BARRICADES, AND
MAINTENANCE THEREOF
2717 S.Y.
534 TON
0 TON
31 TON
679 GAL.
67 S.Y.
520 S.F.
236 L.F.
100 S.Y.
0 S.Y.
67 S.Y.
236 L.F.
0 L.F.
520 S.F.
5 EACH
4 EACH
1 EACH
6 EACH
0 S.Y.
354 L.F.
1 L.S.
,, CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R-2009 Resurfacing Project
Proj. N0R2009-4 Colorado Ave. — BNSF RR to 14th St.
Descnptan Asphalt Pavement Plan Sheet
Design ey
GWM
Date 2/09
Contractor
Drown BYGWM
Approved By
Dm. No. 4 of 8
6"
—►1 i--
1263'
2
L
Remove >.
Alley Return .
& Sidewalk <
J i
Build 8" P0C
Alley Return
& Sidewalk
1
.eave in
place asph
intersection
t
Remove
0
Alley Return
& Sidewalk
3 1/2" Existing Asphalt / Remove
Build 8" P00
Ailey Return
& Sidewalk
31'
Remove >. Build 8" PCC
Alley Return w Alley Return
& Sidewolk Q & Sidewalk
a)
m
L
s
0
Remove
asphalt
intersection
Concrete Subgrade
100'
Rernove
Ailey Return m
& Sidewolk Q
Build 8" PCC
Alley Return
Sc Sidewalk
COLORADO AVE RESURFACING
3RD STREET TO 7TH STREET
NORTH El?
Scale:
o'
0
01
Remove
asphalt
intersection
0
M
a
U
J
L
0
100' 200'
30"
Typical Section of Existing Streets
3rd Street to 7th Street
No Scale
1 1 /2" Top Lift
2" Base Lift
Concrete Subgrode
Proposed Section
3rd Street to 7th Street
No Scale
Notes:
Base Lift will consist of 2" Type 17C/0.40
Top Lift will consist of 1.5" Type 17C/0.40
Concrete sub—base may require various patching to be determined by Engineer after
milling operation and street has been cleaned.
Millings shall 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 paving base and existing curb and gutters may be in poor condition.
Inlays required shall be subsidiary to rotomill pavement.
0
0 o
0
N
a)
L
N
s
`1—
t9
Resurface
asphalt
return
Rernove >.
Alley Return m
& Sidewalk 4
Build 8" P00
Alley Return
& Sidewalk
Leave in
place asph
intersection
SUMMARY OF QUANTITIES
J
ITEIVI
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 ROTOMI7J PAVEMENT
2 ASPHALTIC CONCRETE TYPE 17C/0.40
3 ASPHALTIC CONCRETE TYPE 14
4 ASPHALTIC CEMENT PERFORMANCE
GRADED BINDER (64-28)
5 EMULSIFIED ASPHALT (SS IH) TACK COAT
6 REMOVE CONCRETE PAVEMENT
7 REMOVE SIDEWALK
8 REMOVE 30" CURB & GUTTER
9 BUILD 6" PCC CONCRETE PAVEMENT
PATCHING (47B HIGH EARLY)
10 BUILD 6" PCC CONCRETE PAVEMENT (47B)
11 BUILD 8" PCC CONCRETE PAVEMENT (47B)
12 BUILD 30" COMB. CURB & GUTTER
13 BUILD 6" INTEGRAL CURB
14 BUILD 5" PCC CONCRETE SIDEWALK (47B)
15 ADJUST MANHOl F TO GRADE
16 ADJUST WATER VALVE TO GRADE
17 ADJUST GAS VALVE TO GRADE
18 ADJUST STORM INLET TO GRADE
19 PATCH ASPHALT DRIVEWAY
20 SAW CUT
21 TRAFFIC CONTROL, BARRICADES, AND
MAINTENANCE THEREOF
4653 S.Y.
1080 TON
0 TON
63 TON
1163 GAL.
175 S.Y.
938 S.F.
50 L.F.
100 S.Y.
0 S.Y.
175 S.Y.
50 L.F.
0 L.F.
938 S.F.
9 EACH
2 EACH
0 EACH
1 EACH
100 S.Y.
250 L.F.
1 L.S.
A CITY OF HASTINGS,
ENGINEERING DEPT.
170
Project
R-2009 Resurfacing Project
PfoJ. "082009-4 Colorado Ave. — BNSF RR to 14th St.
Descnpuon Asphalt Pavement Plan Sheet
Design By
GWM
Dote 2/09
Contractor
Drown BY
8GWM
Approved Sy
Dm. No. 5 of 8
6"
—►iH
/
a)
a)
L..
it/5
4-
0
I I I lm
Leave iri
ploce asph
intersection
3" Existing Asphalt / Remove
Concrete Subgrade
31'
1,430"
Typical Section of Existing Streets
7th Street thru 9th Street
No Scale
2" Top Lift
2" Base Lift
Concrete Subgrade
.. v •a'a '4.
31'
Proposed Section
7th Street thru 9th Street
No Scale
100'
0
1278'
n
COLORADO AVE RESURFACING
7TH STREET TO 9TH STREET
NORTH [>
Scale:
o'
100'
0
a
HT
/-1
200'
Notes:
Base Lift will consist of 2" Type 17C/0.40
Top Lift will consist of 2" Type 17C/0.40
Concrete sub—base may require various patching to be determined by Engineer after
milling operation and street has been cleaned.
Millings shall 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 paving base and existing curb and gutters may be in poor condition.
Inlays required shall be subsidiary to rotomiil pavement.
fl
0
Remove
cspno
intersection
SUMMARY OF QUANTITIES
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 ROTOMILLPAVEMENT
2 ASPHALTIC CONCRETE TYPE 17C/0.40
3 ASPHALTIC CONCRETE TYPE 14
4 ASPHALTIC CEMENT PERFORMANCE
GRADED BINDER (64-28)
5 EMULSIFIED ASPHALT (SS1H) TACK COAT
6 REMOVE CONCRETE PAVEMENT
7 REMOVE SIDEWALK
8 REMOVE 30" CURB & GUTTER
9 BUILD 6" PCC CONCRETE PAVEMENT
PATCHING (47B HIGH EARLY)
10 BUILD 6" PCC CONCRETE PAVEMENT (4713)
11 BUILD 8" PCC CONCRETE PA VEMENT (4713)
12 BUILD 30" COMB. CURB & GUTTER
13 BUILD 6" INTEGRAL CURB
14 BUILD 5" PCC CONCRETE SIDEWALK (47B)
15 ADJUST MANHOI F TO GRADE
16 ADJUST WATER VALVE TO GRADE
17 ADJUST GAS VALVE TO GRADE
18 ADJUST STORM INLET TO GRADE
19 PATCH ASPHALT DRIVEWAY
20 SAW CUT
21 TRAFFIC CONTROL, BARRICADES, AND
MAINTENANCE THEREOF
4708
1042
0
61
1177
0
520
50
50
0
0
50
0
520
3
0
0
0
200
200
1
S.Y.
TON
TON
TON
GAL.
S.Y.
S.F.
L.F.
S.Y.
S.Y.
S.Y.
L.F.
L.F.
S.F.
EACH
EACH
EACH
EACH
S.Y.
L.F.
L.S.
,. CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R-2009 Resurfacing Project
Proj. NoR2009-4 Colorado Ave. — BNSF RR to 14th St.
Description Asphalt Pavement Pian Sheet
Design By
GWM
Dat, 2/09
Controctor
Drawn B'GWM
Approved Dy
Dm. No. 6 of 8
6"
---1 i --
308'
30'
320'
64'
520'
70'
Fl
R U
O
3 1/2" Existing Asphalt / Remove
J
Concrete Subgrade
I
�n
30"
Typical Section of Existing Streets
9th Street thru 12th Street
No Scale
2" Top Lift
2" Base Lift
Concrete Subgrade
:h.' " 4' ":: •.'e.; ::: `i;::": . .
31'
Proposed Section
9th Street thru 12th Street
No Scale
r
Remove Concrete
Volley Gutter (40 S.Y.)
Build 8" PCC Pavement
Valley Gutter (40 S.Y.)
Notes:
N
m
L
.0
-4-
L
I=
O
v
a
Remove
asphait
intersection
COLORADO AVE RESURFACING
9TH STREET TO 12TH STREET
NORTH 1::›
Scale:
100' 0'
100'
200'
f
Flow lines are to be covered on Top Lift from 9th to 12th.
Base Lift will consist of 2" Type 17C/0.40
Top Lift will consist of 2" Type 17C/0.40
Concrete sub—base may require various patching to be determined by Engineer after
milling operation and street has been cleaned.
Millings shall 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 paving base and existing curb and gutters may be in poor condition.
Inlays required shall be subsidiary to rotomill pavement.
12th Street
SUMMARY OF QUANTITIES
1
Leave in Race
Asphalt
n ereection
ITEM
NO. DESCRIPTION
ESTIMATED
QUANT In. UNIT
1 ROTOMILL PAVEMENT
2 ASPHALTIC CONCRETE TYPE 17C/0.40
3 ASPHALTIC CONCRETE TYPE 14
4 ASPHALTIC CEMENT PERFORMANCE
GRADED BINDER (64-28)
5 EMULSIFIED ASPHALT (SSIH) TACK COAT
6 REMOVE CONCRETE PAVEMENT
7 REMOVESIDEWALK
8 REMOVE 30" CURB & GUTTER
9 BUILD 6" PCC CONCRETE PAVEMENT
PATCHING (47B HIGH EARLY)
10 BUILD 6" PCC CONCRETE PAVEMENT (47B)
11 BUILD 8" PCC CONCRETE PAVEMENT (47B)
12 BUILD 30" COMB. CURB & GUTTER
13 BUILD 6" INTEGRAL CURB
14 BUILD 5" PCC CONCRETE SIDEWALK (47B)
15 ADJUST MANHOLE TO GRADE
16 ADJUST WATER VALVE TO GRADE
17 ADJUST GAS VALVE TO GRADE
18 ADJUST STORM INLET TO GRADE
19 PATCH ASPHALT DRIVEWAY
20 SAW CUT
21 TRAFFIC CONTROL, BARRICADES, AND
MAINTENANCE THEREOF
4816
1180
0
68
1204
40
500
160
100
40
0
160
0
500
3
1
1
0
200
250
1
S.Y.
TON
TON
TON
GAL.
S.Y.
S.F.
L.F.
S.Y.
S.Y.
S.Y.
L.F.
L.F.
S.F.
EACH
EACH
EACH
EACH
S.Y.
L.F.
L.S.
. CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R-2009 Resurfacing Project
Proj. N0R2009-4 Colorado Ave. — BNSF RR to 14th St.
DescriPBon Asphalt Pavement Plan Sheet
Design By
GWM
Date 22109
Contractor
Drown By GWM
Approved By
Dm. No. 7 of
6"
* 575'
* Do not rotomill or overlay
concrete street surface.
Identify and replace defective
concrete sections.
1.
•
421
Concrete Pavement
Typical Section of Existing Streets
12th Street thru 13th Street
No Scale
6"
5" Asphalt Pavement
f
31'
2" Top Lift
2" Intermediate Lift
3" Base Lift
Typical Section of Existing Streets
13th Street thru 14th Street
No Scale
7" Asphalt Pavement
Proposed Section
13th Street thru 14th Street
No Scale
* * 615'
Saw cut and
reset manhole.
Leave in place
concrete intersection
COLORADO AVE RESURFACING
12TH STREET TO 14TH STREET
NORTH 4>
Scale:
100' 0' 100'
200'
Notes:
** Rotomill asphalt paving to remove material and
expose base. Identify and repair defective areas of
base. Identify and repair broken curb. Resurface in
accordance with plans.
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Defective reinforced concrete paving to be identified and repaired from 12th to 13th.
Mill and remove asphalt paving from 13th to 14th. Pave in accordance with plans.
Flow lines are NOT to be covered on from 13th to 14th.
Base Lift will consist of 3" Type 14 (or Type SP4)
Intermediate Lift will consist of 2" Type 14 (or Type SP4)
Top Lift will consist of 2" Type 170/0.40
Mill existing asphalt and prepare grade for new asphalt paving. Concrete sub—base
may require various patching to be determined by Engineer aftermilling operation and
street has been cleaned.
Millings shall 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 may be in poor condition.
Inlays required shall be subsidiary to rotomill pavement.
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SUMMARY OF QUANTITIES
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 ROTOMILLPAVEMENT
2 ASPHALTIC CONCRETE TYPE 17C10.40
3 ASPHALTIC CONCRETE TYPE 14
4 ASPHALTIC CEMENT PERFORMANCE
GRADED BINDER (64-28)
5 EMULSIFIED ASPHALT (SS1H) TACK COAT
6 REMOVE CONCRETE PAVEMENT
7 REMOVE SIDEWALK
8 REMOVE 30" CURB & GUTTER
9 BUILD 6" PCC CONCRETE PAVEMENT
PATCHING (47B HIGH EARLY)
10 BUILD 6" PCC CONCRETE PAVEMENT (47B)
11 BUILD 8" PCC CONCRETE PAVEMENT (47B)
12 BUILD 30" COMB. CURB & GUTTER
13 BUILD 6" INTEGRAL CURB
14 BUILD 5" PCC CONCRETE SIDEWALK (47B)
15 ADJUST MANHOLE TO GRADE
16 ADJUST WATER VALVE TO GRADE
17 ADJUST GAS VALVE TO GRADE
18 ADJUST STORM INLET TO GRADE
19 PATCH ASPHALT DRIVEWAY
20 SAW CUT
21 TRAFFIC CONTROL, BARRICADES, AND
MAINTENANCE THEREOF
1810 S.Y.
224 TON
532 TON
44 TON
453 GAL.
35 S.Y.
0 S.F.
24 L.F.
0 S.Y.
35 S.Y.
0 S.Y.
24 L.F.
30 L.F.
0 S.F.
3 EACH
2 EACH
1 EACH
0 EACH
50 S.Y.
100 L.F.
1 L.S.
A CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R-2009 Resurfacing Project
Proj. N°R2009-4 Colorado Ave. — BNSF RR to 14th St.
Description Asphalt Pavement Plan Sheet
Design By
Dote 2109
Contractor
Drown BYGWM
Approved By
Dm. No.
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