GB_SEG_B3_C-501WCB_REV1.pdf

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SCALE:1"= 10'

10' 20'

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SECTION

N.T.S.

- A

- A

A N.T.S.

B

B

B

SECTION - CONCRETE CHANNEL AND PARKING AREA

F la g

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RIM 39.75

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INV 29.40

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8" SAN

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®of Engineers

US Army Corps of Engineers

US Army Corps

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SHEET OF 116

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IP

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IDENTIFICATION

SHEET

B O

R O

O F M

ID

D

L E

S E

X N

J

S E

G M

E N

T B -3

G R

E E

N B

R O

O K S

U B -B

A S

IN

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F T

H E R

A R

IT

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IV

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R O J E

C T

W

D S -1

-B -0

54+00

55+00

S

S S

DC

8-4

2" 4.5"

SS

S-3

BOX CULVERT B

ASPHALT PAVEMENT

AMERICAN LEGION

10 SPACES AT 10'

S

P A

C E

S A

T

S

P A

C E

S A

T

27'

37.7'

NOTE 4

MARKINGS (TYP)(UIP)

EXISTING PAVEMENT

M

IN

S

P A

C E

S A

T

FACE OF FLOODWALL

#4 BARS AT MID-DEPTH

12"

S

P A

C E

S A

T

(T Y

P

M

IN

(TYP)

10' MIN.

S

P A

C E

S A

T

C L

9"

3/4"

2 EA. #3 REBAR

6'

9"

N.T.S.

WHEEL STOP DETAIL

WHEEL STOP (TYP.)

2' (TYP.)

SECURE TO GROUND WITH REBAR4.

WEIGHT 200 POUNDS3.

3000 PSI CONCRETE OR GREATER2.

REBAR AMERICAN GRADE 60 SIZE #31.

NOTES:

3'-0" 2'-0"

END OF PARKING STALL

2'-0"

WHEEL STOP

WALKWAY

NEW BITUMINOUS

ASPHALT PAVEMENT (SEE SHEET C-301 FOR TYPICAL SECTION)

(TYP.)

RELOCATED POWER POLE

6"

SS

S-4

SS

S-5

BOX CULVERT C

CHANNEL

CONCRETE

C.L. SEGMENT B3 FLOODWALL & LEVEE

SWALESTA. 55+05

BEGIN SWALE

END CONC. CHANNEL

STA. 53+62.85

BEGIN CONC. CHANNEL

LIMITS

CONTRACTOR WORKING

PROPOSED RIGHT-OF-WAY

MARKING OPERATIONS ONLY (NOTE 5)

IN THIS AREA ARE FOR PAVEMENT

CONTRACTOR WORKING LIMITS

(N O

T E

(TYP)

19'

(TYP)

19'

(TYP)

19'

(TYP)

19'

MARKING (TYP)

NEW 4" WHITE PAVEMENT

FLOODWALL PILE CAP.

BOTTOM SLAB OF CONCRETE CHANNEL MAY BE REDUCED IN THICKNESS TO ACCOMODATE6.

MUST BE AVAILABLE FOR PATRON PARKING DURING REMAINDER OF PROJECT CONSTRUCTION.

CONTRACTOR MAY ONLY CLOSE THIS AREA DURING PAVEMENT MARKING OPERATIONS. IT5.

MARKINGS CONFLICT WITH LAYOUT OF PROPOSED.

APPLICATION OF PROPOSED PAVEMENT MARKINGS IN AREAS WHERE EXISTING PAVEMENT

REMOVE EXISTING PAVEMENT MARKINGS ACCORDING TO SPECIFICATIONS PRIOR TO4.

AS A RESULT OF WORK ON THIS PROJECT AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT AND/OR PAVEMENT MARKING DAMAGED3.

STALL/AISLE SIZE SHOWN.

PLACE EXCEPT WHERE DOING SO WILL RESULT IN SPACES LESS THAN MINIMUM

MARKINGS ARE APPROXIMATE. EXISTING PAVEMENT MARKINGS SHOULD BE USED IN

PARKING LOT TO BE RESTRIPED AS SHOWN. LOCATION OF EXISTING PAVEMENT2.

FOR LIMITS OF ASPHALT PAVEMENT SEE C-101.1.

NOTES:

-M

A Y -2

X X

X

G B S

E G B

C -5

W C

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GB_SEG B3_C-501WCB