GB_SEG_B3_C-501WCB_REV1.pdf
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N
SCALE:1"= 10'
10' 20'
P O
B .0
SECTION
N.T.S.
- A
- A
A N.T.S.
B
B
B
SECTION - CONCRETE CHANNEL AND PARKING AREA
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®of Engineers
US Army Corps of Engineers
US Army Corps
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IDENTIFICATION
SHEET
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ID
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-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:
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A Y -2
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C -5
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GB_SEG B3_C-501WCB
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