Amd 01 W9128F23B0019 MRPO Asphalt Replacement Drawings 2 of 2.pdf
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- Solicitation number
- W9128F23B0019
About this file
This file package includes construction drawings and plans for the Missouri River Project Office Asphalt Replacement project. The drawings depict demolition and removal plans for existing asphalt and concrete surfaces, as well as proposed paving plans. Work will include cold milling 2 inches of asphalt, removing existing pavement in designated areas down to the subgrade, and replacing with 2 inches of asphalt overlay or 10 inches of full depth asphalt and concrete pavement. The project is located at the Missouri River Project Office in Omaha, Nebraska. The solicitation number is W9128F23B0019 and is being conducted by the Department of the Army Corps of Engineers Engineering District Omaha.
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BOAT LAGOON
APPROX.
INLET
AREA
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
APPROX.
GAS LINE
PilingInv. 974.96
Wall
Sheet Pile for Barge
Anchor Point s T
E P
S
Eyelet
Anchor
Inv. 986.31
Eyelet
Anchor
C
H A I
N L I
N K
F E
N C
E
Asp.
Court
Volleyball
Sand
Top 989.57
San. M.H.
24"
Pad
Con.
Timbers
Landscape
Timbers
Landscape
Timbers
Landscape
8"
S. Inv. 980.62
N. Inv. 980.52
Inv. 980.57
Top 989.87
San. M.H.
Full of water
Inv. 980.86
Top 989.96
San. M.H.
A s p
C o n
El. 990.275
E 2748658.345
N 578532.801
COE Brass Cap
Unit
A/C
Con.
Con.
Con.
x
E. Inv. 986.23
S. Inv. 986.31
N. Inv. 986.26
Top 990.47
San. M.H.
Con.
Con.
C o n
Ramp
Loading
4" PVC
Flagpole
Asphalt
C o n
P V
C
Pad
Con.
Pad in Cir. Con.
Lift Station
W o o d i e r
Pad
Con.
Asphalt
Garage
U.S.C.E.
C o n e r
Con.
2"
G A
T E
F.F 990.94 x x x
A s p
Con. Wall
6" Wide
30"
Asphalt
STUMP
36IN
S. Inv. 981.21
N. Inv. 981.16
Top 991.51
San. M.H.
A s p
Asphalt
W. Inv. 986.18
N. Inv. 986.18
Inv. 983.16
Top 992.16
Appears Abandoned
Poss. Storm M.H.
Asphalt
Asphalt
Bldg. 55
Warehouse
Bldg.
U.S. Coast Guard
Meter
Gas
P e r s h i g
D r i v e
Loading Ramp
Adjustabel Steel
A s p
A s p
P e r s h i i v e x
ELEV 993.539
1ST FLOOR ELEV
BENCHMARK
F.F . 9
93.
x x F.F. 993.85
Dock
Loading
INVERT=986.17
24IN CMP
989.28
INVERT
18IN CMP
989.27
INVERT
18IN CMP
EE-PANEL
S
PUMP STATION
ELEV 992.621
NW-MOST TOP FLANGE BOLT
BENCHMARK
S T
O R
M
EE-PANEL
E-PANEL
E-PANEL
E-PANEL
S
GP
S
E-PANEL
GP
GP
GP
E-PANEL
GP
GP
T
T
T
T
S
S
E
S
'-0
A N
S I
S
P H
A L
T R
E P
L A
C E
M E
N T
M
IS
S O
U R
I R
IV
E
R P
R O
J E
C T
O F
F
IC
E
N E
B R
A S
K A
W
F
B
J U
N E
O
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
IC
IL
E
N U
M B
E R
F
IL
E N
A M
E
T
O W
E
R
E A
D E
M O
L
IT
IO
N
P L
A N
CD101
D
B
IR
K B
Y
T
O W
E N
S
/0
/2
G
E N
E R
A L
R E
V
IS
IO
P O
C
D .d
B
IR
K B
Y
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:3
A
M
/5 /2
M R
P O
\M
R P
O C
D .d g n
A1
SCALE: 1" = 40'
DEMOLITION PLAN - AREA 1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A D
V E
R T
IS
E
M E
N T
E 2748549.02
N 578745.90
E 2748548.49
N 578765.89
COLD MILL 2" ASPHALT
REMOVE CHIP SEAL AND
COLD PLANE 2" CONCRETE
REMOVE PAVEMENT
FULL DEPTH REMOVAL TO SUBGRADE
SAW CUT PAVEMENT
LEGEND
DEMOLITION NOTES
1. FOR MILLING AND PLANING REQUIREMENTS, SEE SPECIFICATION
SECTION 32 01 16.71.
2. PROTECT ALL EXISTING PAVEMENTS, STRUCTURES, UTILITIES AND
UTILITY APPURTENANCES, ETC. SHOWN TO REMAIN IN PLACE.
CONTRACTOR SHALL REPAIR ANY DAMAGE TO ITEMS NOT MEANT
FOR MILLING, PLANING, OR REMOVAL AT NO ADDITIONAL EXPENSE
TO THE GOVERNMENT. REPAIR SHALL MEET OR EXCEED THE
PRE-DAMAGED CONDITION.
3. AT THE NORTHERN AREA OF THE FULL DEPTH REMOVAL, EXCAVATE
SUBGRADE AS SHOWN ON CP301.
4. REMOVE SANITARY SEWER MANHOLE LID. ADD 2" GRADE RING,
AND REPLACE LID.
5. AT AREAS WHERE PAVEMENT ABUTS BUILDINGS, MILL AS CLOSE
TO THE BUILDING FACE AS REASONABLY POSSIBLE. TAPER THE MILL
FROM THE FULL 2" REMOVAL TO NO REMOVAL.
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
40' 80'0
NORTH
KEY PLAN
NORTH
NO SCALE
.F
E L E
V
B U
IL
D
IN
G
C R
O S S
S L O
ID
E W
A L K
T
Y P
.7
.4
990.95(EXIST.)
990.50(EXIST.)
.3
T .O .C
S L P
.3
.3
993.3
.3
993.3
993.3
993.3
993.8
993.3
.3
.3
.6
.8
.8
993.3
993.8
993.8
.7
E
X
IS
T
.2
(E X
IS
T
BOAT LAGOON
APPROX.
SERVICE
ELEC.
APPROX.
VALVE
WATER
APPROX.
LINE
WATER
APPROX.
GAS LINE
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
P e r s h i i v e Inv. 976.60
Piling
Piling
Piling
Piling
Pilings
Wall
Steel Pile
Watercraft
Con. Slides for Large
Steps
Con.
Pad
Con.
Post
Anchor
Wall
Steel Pile
Ramp
Boat
Con.
Wall
Retaining
Wood
Sled Chutes
2' Wide Metal
S h e d
Inv. 974.49
Top 982.81
Unk. Util. M.H.
Posts
4' Metal12" CMP
E D
G
W A
T E
R T
IV
N K
S L O P
E
DOCK CONNECTOR
IRON GIRDER
EXIST.
E L E
C T R
IC
A L
T R
A N S F
O R
M E
R
E X
IS
T
EXIST. 30"
ABANDONED
STEAM
TUNNEL
6"
6"
E X
IS
T
E X
IS
T
F L O
A T
IN
G
D O
C
KC
O N
C R
E T E
Dock Connector
Iron Girder
MUD Gas Line
Approx Loc.
Box w/valve
1'x1' Metal
A S
P H
A L
T
Con.
S Inv. 984.15
W Inv.984.20
Top 990.45
San. M.H.
ELEV 990.474
1ST FLOOR ELEV
BENCHMARK
Con.
Con.
Con.
Pad
Con.
Con.
Pad
A/C
ASPHALT
Meter
Gas
Bldg.
Bldg.
Bldg. 51A
Bldg.
ELEV 990.652
1ST FLOOR ELEV
BENCHMARK
x F.F. 990.67
Shut in Con. Bolted
1'x1' Metal Lid
Pipes
Gas
F.F. 990.77 x
F.F. 990.80 x
1" x F.F. 990.84 x F.F. 990.
G A
T E
1"
F.F. 991.10 x
1"
F.F. 991.19 x
C H
A I
N L I
N C
E
K E
Y P
A D
1"
1"
1"
A s p
1"
P e r s h i i v e
A s p
A s p
P e r s h i i v e
ELEV 993.601
1ST FLOOR ELEV
BENCHMARK
APPROX.
LINE
WATER
INVERT=988.68
8IN METAL PIPE
INVERT=988.97
24IN CMP
E-PANEL
E-PANEL
S
E-PANEL
S
GP
E-PANEL
GP
GP
GP
E-PANEL
GP
M
GP
S
ELEV 992.727
NW-MOST TOP FLANGE BOLT
BENCHMARK
ELEV 992.950
NW-MOST TOP FLANGE BOLT
BENCHMARK
EE-PANEL
E-PANEL
E-PANEL
E-PANEL
S
S
GP
GP
GP
E-PANEL
GP
GP
T
T
T
T
S
S
E
S
N
S
P H
A L
T R
E P
L A
C E
M E
N T
M
IS
S O
U R
I R
IV
E
R P
R O
J E
C T
O F
F
IC
E
N E
B R
A S
K A
W
F
B
J U
N E
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
E
T
O W
E
E A
D E
M O
L
IT
IO
N
P L
A N
CD102
D
B
IR
K B
Y
T
O W
E N
S
/0
/2
G
E N
E R
A L
R E
V
IS
IO
P O
C
D .d
B
IR
K
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
A
M
/5 /2
M R
P O
\M
R P
O C
D .d g n
A1
SCALE: 1" = 40'
DEMOLITION PLAN - AREA 2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A D
V E
R T
IS
E
M E
N T
COLD MILL 2" ASPHALT
REMOVE CHIP SEAL AND
COLD PLANE 2" CONCRETE
REMOVE PAVEMENT
FULL DEPTH REMOVAL TO SUBGRADE
SAW CUT PAVEMENT
LEGEND
DEMOLITION NOTES
1. FOR MILLING AND PLANING REQUIREMENTS, SEE SPECIFICATION
SECTION 32 01 16.71.
2. PROTECT ALL EXISTING PAVEMENTS, STRUCTURES, UTILITIES AND
UTILITY APPURTENANCES, ETC. SHOWN TO REMAIN IN PLACE.
CONTRACTOR SHALL REPAIR ANY DAMAGE TO ITEMS NOT MEANT
FOR MILLING, PLANING, OR REMOVAL AT NO ADDITIONAL EXPENSE
TO THE GOVERNMENT. REPAIR SHALL MEET OR EXCEED THE
PRE-DAMAGED CONDITION.
3. AT THE NORTHERN AREA OF THE FULL DEPTH REMOVAL, EXCAVATE
SUBGRADE AS SHOWN ON CP301.
4. REMOVE SANITARY SEWER MANHOLE LID. ADD 2" GRADE RING,
AND REPLACE LID.
5. AT AREAS WHERE PAVEMENT ABUTS BUILDINGS, MILL AS CLOSE
TO THE BUILDING FACE AS REASONABLY POSSIBLE. TAPER THE MILL
FROM THE FULL 2" REMOVAL TO NO REMOVAL.
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
40' 80'0
NORTH
KEY PLAN
NORTH
NO SCALE
BOAT LAGOON
APPROX.
INLET
AREA
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
APPROX.
GAS LINE
PilingInv. 974.96
Wall
Sheet Pile for Barge
Anchor Point s T
E P
S
Eyelet
Anchor
Inv. 986.31
Eyelet
Anchor
C
H A I
N L I
N C
E
Asp.
Court
Volleyball
Sand
Top 989.57
San. M.H.
24"
Pad
Con.
Timbers
Landscape
Timbers
Landscape
Timbers
Landscape
8"
S. Inv. 980.62
N. Inv. 980.52
Inv. 980.57
Top 989.87
San. M.H.
Full of water
Inv. 980.86
Top 989.96
San. M.H.
A s p
C o n
El. 990.275
E 2748658.345
N 578532.801
COE Brass Cap
Unit
A/C
Con.
Con.
Con.
x
E. Inv. 986.23
S. Inv. 986.31
N. Inv. 986.26
Top 990.47
San. M.H.
Con.
Con.
C o n
Ramp
Loading
4" PVC
Flagpole
Asphalt
C o n
V
C
Pad
Con.
Pad in Cir. Con.
Lift Station
W o o d e r
Pad
Con.
Asphalt
Garage
U.S.C.E.
C o e r
Con.
2"
G A
T E
F.F 990.94 x x x s p
Con. Wall
6" Wide
30"
Asphalt
STUMP
36IN
S. Inv. 981.21
N. Inv. 981.16
Top 991.51
San. M.H.
A s p
Asphalt
W. Inv. 986.18
N. Inv. 986.18
Inv. 983.16
Top 992.16
Appears Abandoned
Poss. Storm M.H.
Asphalt
Asphalt
Bldg. 55
Warehouse
Bldg.
U.S. Coast Guard
Meter
Gas
P e r s h i i v e
Loading Ramp
Adjustabel Steel
A s p
A s p
P e r s h i i v e x
ELEV 993.539
1ST FLOOR ELEV
BENCHMARK
F.F . 9
93.
x x F.F. 993.85
Dock
Loading
APPROX.
VALVE
WATER
APPROX.
LINE
WATER
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
24"
8"
2"
1"
1"
1"
30"
1"
STUMP
36IN
1"
1"
1"
APPROX.
LINE
ELEC.
INVERT=986.17
24IN CMP
989.28
INVERT
18IN CMP
989.27
INVERT
18IN CMP
EE-PANEL
S
PUMP STATION
ELEV 992.621
NW-MOST TOP FLANGE BOLT
BENCHMARK
S
EE-PANEL
E-PANEL
E-PANEL
E-PANEL
S
S
GP
GP
GP
E-PANEL
GP
GP
T
T
T
T
S
S
E
S
(APPROX. 22')
MATCH EX. WIDTH
(APPROX. 22')
MATCH EX. WIDTH
(APPROX. 22')
MATCH EX. WIDTH
A N
S
P H
A L
T R
E P
L A
C E
M E
N T
M
IS
S O
U R
I R
IV
E
R P
R O
J E
C T
O F
F
IC
E
N E
B R
A S
K A
W
F
B
J U
N E
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
E
T
O W
E
E A
P A
V
IN
G P
L A
N
CP101
D
B
IR
K B
Y
T
O W
E N
S
/0
/2
G
E N
E R
A L
R E
V
IS
IO
P O
C
P
.d
B
IR
K
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
A
M
/5 /2
M R
P O
\M
R P
O
C P
.d g n
A1
SCALE: 1" = 40'
PAVING PLAN - AREA 1
M1
SCALE: 1" = 20'
FULL DEPTH ASPHALT PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A D
V E
R T
IS
E
M E
N T
CP401
A1
CP101
M1
CP30
A1
C P
E
CP301
K1
CP301
K1
C P
E
PLACE 2" ASPHALT OVERLAY
LEGEND
PLACE 2" FULL DEPTH PAVEMENT
PLACE 10" PCC PAVEMENT
PAVING NOTES
1. FOR AREAS OF 2" ASPHALT OVERLAY, PLACE ASPHALT TO THE SAME
LINE AND GRADE OF THE EXISTING PAVEMENT PRIOR TO 2" MILLING
AND COLD PLANING.
2. PRIOR TO PLACEMENT OF ASPHALT OVERLAY, TACK COAT SHALL BE
APPLIED TO ALL AREAS WHERE OVERLAY ABUTS EXISTING CONCRETE,
SUCH AS CURB AND GUTTER, EXISTING CONCRETE PAVEMENT EDGES,
MANHOLES, INLETS, UTILITY APPURTENANCES, ETC.
3. FOR FULL DEPTH ASPHALT PAVEMENT SECTION, SEE SHEET CP301 FOR
TYPICAL PAVEMENT SECTIONS.
4. PLACE PCC PAVEMENT TO GRADE OF THE EXISTING PAVEMENT PRIOR
TO REMOVAL. SEE SHEET CP301 FOR PCC PAVEMENT SECTION.
SEE SHEET CP401 FOR CONCRETE PAVEMENT JOINT PLAN.
5. AT AREAS NEAR BUILDINGS WHERE EXISTING PAVEMENT IS LEFT
AND MILL IS TAPERED, TACK COAT THE ENTIRE EXISTING PAVEMENT
AND TAPERED AREA AND OVERLAY WITH MINIMUM 1/2" ASPHALT TAPERING
TO THE FULL 2" ASPHALT SECTION.
CP301
E1
CP301
A1
CP301
K1
C P
E
CP301
K1 ®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
40' 80'0
NORTH
KEY PLAN
NORTH
NO SCALE
.F
E L E
V
B U
IL
D
IN
G
C R
O S S
S L O
ID
E W
A L K
T
Y P
.7
.4
990.95(EXIST.)
990.50(EXIST.)
.3
T .O .C
S L P
.3
.3
993.3
.3
993.3
993.3
993.3
993.8
993.3
.3
.3
.6
.8
.8
993.3
993.8
993.8
.7
E
X
IS
T
.2
(E X
IS
T
BOAT LAGOON
APPROX.
SERVICE
ELEC.
APPROX.
VALVE
WATER
APPROX.
LINE
WATER
APPROX.
GAS LINE
APPROX.
LINE
ELEC.
APPROX.
LINE
ELEC.
P e r s h i i v e Inv. 976.60
Piling
Piling
Piling
Piling
Pilings
Wall
Steel Pile
Watercraft
Con. Slides for Large
Steps
Con.
Pad
Con.
Post
Anchor
Wall
Steel Pile
Ramp
Boat
Con.
Wall
Retaining
Wood
Sled Chutes
2' Wide Metal
S h e d
Inv. 974.49
Top 982.81
Unk. Util. M.H.
Posts
4' Metal12" CMP
E D
G
W A
T E
R T
IV
N K
S L O P
E
DOCK CONNECTOR
IRON GIRDER
EXIST.
E L E
C T R
IC
A L
T R
A N S F
O R
M E
R
E X
IS
T
EXIST. 30"
ABANDONED
STEAM
TUNNEL
6"
6"
E X
IS
T
E X
IS
T
F L O
A T
IN
G
D O
C
KC
O N
C R
E T E
Dock Connector
Iron Girder
MUD Gas Line
Approx Loc.
Box w/valve
1'x1' Metal
A S
P H
A L
T
Con.
S Inv. 984.15
W Inv.984.20
Top 990.45
San. M.H.
ELEV 990.474
1ST FLOOR ELEV
BENCHMARK
Con.
Con.
Con.
Pad
Con.
Con.
Pad
A/C
ASPHALT
Meter
Gas
Bldg.
Bldg.
Bldg. 51A
Bldg.
ELEV 990.652
1ST FLOOR ELEV
BENCHMARK
x F.F. 990.67
Shut in Con. Bolted
1'x1' Metal Lid
Pipes
Gas
F.F. 990.77 x
F.F. 990.80 x
1" x F.F. 990.84 x F.F. 990.
G A
T E
1"
F.F. 991.10 x
1"
F.F. 991.19 x
C H
A I
N L I
N C
E
K E
Y P
A D
1"
1"
1"
A s p
1"
P e r s h i i v e
A s p
A s p
P e r s h i i v e
ELEV 993.601
1ST FLOOR ELEV
BENCHMARK
APPROX.
LINE
WATER
INVERT=988.68
8IN METAL PIPE
INVERT=988.97
24IN CMP
E-PANEL
E-PANEL
S
E-PANEL
S
GP
E-PANEL
GP
GP
GP
E-PANEL
GP
M
GP
S
ELEV 992.727
NW-MOST TOP FLANGE BOLT
BENCHMARK
ELEV 992.950
NW-MOST TOP FLANGE BOLT
BENCHMARK
EE-PANEL
E-PANEL
E-PANEL
E-PANEL
S
S
GP
GP
GP
E-PANEL
GP
GP
T
T
T
T
S
S
E
S
(APPROX. 22')
MATCH EX. WIDTH
A N
S
P H
A L
T R
E P
L A
C E
M E
N T
M
IS
S O
U R
I R
IV
E
R P
R O
J E
C T
O F
F
IC
E
N E
B R
A S
K A
W
F
B
J U
N E
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
E
T
O W
E
E A
P A
V
IN
G P
L A
N
CP102
D
B
IR
K B
Y
T
O W
E N
S
/0
/2
G E
N E
R A
L R
E V
IS
IO
P O
C
P
.d
B
IR
K
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
A
M
/5 /2
M R
P O
\M
R P
O
C P
.d g n
A1
SCALE: 1" = 40'
PAVING PLAN - AREA 2
B1
SCALE: 1" = 20'
FULL DEPTH ASPHALT PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A D
V E
R T
IS
E
M E
N T
MANHOLE AND FEATHER OUT TO A 10' RADIUS
PLACE ADDITIONAL 2" ASPHALT STARTING AT
AT MANHOLE WITH NEW 2" GRADING RING,
CP102
B1
PLACE 2" ASPHALT OVERLAY
LEGEND
PLACE 2" FULL DEPTH PAVEMENT
PLACE 10" PCC PAVEMENT
PAVING NOTES
1. FOR AREAS OF 2" ASPHALT OVERLAY, PLACE ASPHALT TO THE SAME
LINE AND GRADE OF THE EXISTING PAVEMENT PRIOR TO 2" MILLING
AND COLD PLANING.
2. PRIOR TO PLACEMENT OF ASPHALT OVERLAY, TACK COAT SHALL BE
APPLIED TO ALL AREAS WHERE OVERLAY ABUTS EXISTING CONCRETE,
SUCH AS CURB AND GUTTER, EXISTING CONCRETE PAVEMENT EDGES,
MANHOLES, INLETS, UTILITY APPURTENANCES, ETC.
3. FOR FULL DEPTH ASPHALT PAVEMENT SECTION, SEE SHEET CP301 FOR
TYPICAL PAVEMENT SECTIONS.
4. PLACE PCC PAVEMENT TO GRADE OF THE EXISTING PAVEMENT PRIOR
TO REMOVAL. SEE SHEET CP301 FOR PCC PAVEMENT SECTION.
SEE SHEET CP401 FOR CONCRETE PAVEMENT JOINT PLAN.
5. AT AREAS NEAR BUILDINGS WHERE EXISTING PAVEMENT IS LEFT
AND MILL IS TAPERED, TACK COAT THE ENTIRE EXISTING PAVEMENT
AND TAPERED AREA AND OVERLAY WITH MINIMUM 1/2" ASPHALT TAPERING
TO THE FULL 2" ASPHALT SECTION.
CP301
E1
CP301
A1
CP301
K1
CP301
K1
C P
E
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
40' 80'0
NORTH
KEY PLAN
NORTH
NO SCALE
| MRPO00100CD101 |
| MRPO00100CD102 |
| MRPO00100CP101 |
| MRPO00100CP102 |
File details come from the government source that posted it. Updated .