A02_17-B-0012-0002_Drawing_C-501_revised_5Sep17.pdf

PDF 498 KB Posted

Attached to
Parking Lot Pavement Rehab - Lock & Dam No. 6
Solicitation number
W912ES-17-B-0012
Issued by

About this file

Amendment 0002 - Revised Drawing C-501

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

EXISTING CRACK WIDTH VARIES

PER MNDOT 3725, FULL DEPTH OF BITUMINOUS

ELASTIC TYPE JOINT AND CRACK FILLER,

HOT POURED, EXTRA LOW MODULUS,

(THICKNESS VARIES)

EXISTING BITUMINOUS PAVEMENT

BITUMINOUS TACK COAT

COURSE MIXTURE

2" - TYPE SPNWB230E NON-WEARING COURSE MIXTURE

2" - TYPE SPWEA240E WEARINGAGGREGATE

CLASS 1 (SURFACING)

AGGREGATE

CLASS 1 (SURFACING)

HORIZONTAL SURFACES.

BITUMINOUS TACK COAT ON ALL

DEPTH OF BITUMINOUS. APPLY

AND CRACKS PER MNDOT 2231. FULL

PROVIDE A MIXTURE FOR JOINTS

EXISTING CRACK WIDTH VARIES

(THICKNESS VARIES)

EXISTING BITUMINOUS PAVEMENT

COURSE MIXTURE

2" - TYPE SPWEA240E WEARING

AS SHOWN

TAPER BITUMINOUS

TACK COAT

BITUMINOUS

2" COLD MILLING, TAPERED

2.0% MIN. 2.0% MIN.

BITUMINOUS TACK COAT

COURSE MIXTURE

2" - TYPE SPNWB230E NON-WEARING COURSE MIXTURE

2" - TYPE SPWEA240E WEARING

2.0% MIN. 2.0% MIN.

BITUMINOUS REMOVAL

SHAPE AND COMPACT AFTER

EXISTING AGGREGATE BASE

TACK COAT TO CUT EDGES.

PAVEMENT AND CURBING. ADD

SAWCUT EDGES TO EXISTING

(THICKNESS VARIES)

EXISTING BITUMINOUS PAVEMENT

COURSE MIXTURE

2" - TYPE SPWEA240E WEARING

AS SHOWN

TAPER BITUMINOUS

TACK COAT

BITUMINOUS

2" COLD MILLING, TAPERED

ENTRANCE ROAD EXISTING BIKE TRAIL

OR 4" BITUMINOUS PAVEMENT

4" BITUMINOUS OVERLAY

(THICKNESS VARIES)

EXISTING BITUMINOUS PAVEMENT

COURSE MIXTURE

2" - TYPE SPWEA240E WEARING

AS SHOWN

TAPER BITUMINOUS

TACK COAT

BITUMINOUS

2" COLD MILLING, TAPERED

BIKE TRAIL

EDGE OF

T R

E M

P E

A L E

A U

W I

/1 /2

L O

C K D

A M P

A V

E M

E N

T R

E H

A B

IL

IT

A T

IO

N

L O

C K D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L D

P

R

C -5 d g n

N P

G

N P

G

D E

T A

IL

S

NOT TO SCALE

D3

TYPE 1 - CRACK REPAIR (< 3/4 INCH)

C3

TYPE 2 - CRACK REPAIR (> 3/4 INCH)

D5

TYPE 1 - CRACK

NOT TO SCALE

A2

BITUMINOUS OVERLAY

NOT TO SCALE

T S

U L L

Y

P J

M

C-501

C5

TYPE 2 - CRACK

B5

TYPE 2 - CRACK

TO PLACING CRACK FILLER.

1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR

NOTE:

TO PLACING CRACK FILLER.

2. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR

WHERE SETTLEMENT HAS OCCURED BY THE CRACK.

1. FOR USE ON CRACKS WIDER THAN 3/4" OR WHERE

NOTE:

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

D1

NOT TO SCALE

END OF PAVING DETAIL

8 FEET 8 FEET

2 INCHES

NON-WEARING COURSE MIXTURE

MINIMUM 2" - TYPE SPNWB230E

NOT TO SCALE

B2

BITUMINOUS PAVEMENT FOR REMOVAL AREA

1. WHERE THERE IS NO AGGREGATE SHOULDER, PLACE TOPSOIL AND 18" WIDE SOD INSTEAD.

NOTE:

C1

NOT TO SCALE

BITUMINOUS DRIVEWAY/END OF PAVING DETAIL

P J

M A

M E

N D

M E

N T

-0

-0

D7

NOT TO SCALE

BIKE PATH TRANSITION

2 INCHES

7 FEET

MAX SLOPE 1V:20H

2 INCHES

NON-WEARING COURSE MIXTURE

MINIMUM 2" - TYPE SPNWB230E

APPROX. 4 FEET

A A

M A

M E

N D

M E

N T

-0

-0

S

O L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

File details come from the government source that posted it. Updated .