EBR BR PARKING OVERVIEW DWG.pdf

E x i s t i n g

R o a d w a y

E x i s t i n g o a d w a y

Concrete Transition

Point of Refference

SHEET ID

U S

A

R M

Y

C

O R

P S

O

F

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

E s t

S

T R

E E

T

T U

L S

A

O

K L A

H O

M A

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

A N

S I

D

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C T

N

C A

T E

G O

Y

D

E

US Army Corps of Engineers ®

A

D E

S I G

N E

D

B

Y

F I L

N

M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

E U

F A

U L

A

L

A K

E

E U

F A

U L

A

O

K L

A H

O M

A

F Y

E U

F A

U L

A

R

E P

L A

S

P I L

L W

Y

B

I D

G E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

N

S1

Notes

1. The contractor shall place concrete for an entrance to the new gravel roadway from the asphalt roadway. The elevation of the concrete shall match the existing asphalt roadway. The contractor shall saw cut the edge of the asphalt roadway to allow for a smooth transition from the asphalt to the concrete

2. Prior to placement of the concrete the contractor shall place a 16” culvert to extend past the edges of the concrete slab to allow for drainage of the existing ditch. The culvert shall extend beyond the edges of the slab far enough to allow for a maximum 4-1 slope extending from the top of slab to the bottom of the ditch. If multiple culverts are required to mee the required length the contractor shall join the culverts together using a coupling designed for the culverts being installed. The contractor shall also install end section to allow for a smooth transition from the culvert to existing grade.

3. The contractor shall then place select fill material free of foreign debris. The contactor shall place the fill material and compact using a suitable compaction method in maximum 12” lifts to achieve the desired grade. The contactor shall then place a layer of ¾” minus angular gravel a minimum of 4” thick for the base of slab. The grave shall be compacted using a suitable compaction method.

Approximate Location of Culvert.

Concrete Transition Overview

A

A

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'