Drawing_S-301_Amd_1.pdf
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- FY18 West Center Pier Bollard Replacement
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- W911XK18B0005
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Drawing S-301_Amd 1.pdf
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A
S-301
A E
C
G -0
.d g n
1 % SLOPE
REQ'D CONCRETE
MONOLITH
EXIST CONCRETE
MONOLITH
EXIST CONCRETE
FOUNDATION
REQ'D STEEL CASING
BOLLARD
REQ'D MOORING
1 % SLOPE
L
A1 A6 SCALE: 1/4" = 1' 0 4' 8'2'SCALE: 1/4" = 1' 0 4' 8'2'
ST302
A5
ST303
A1
S-503
F5
CD103
CD102
DUCT BANK
EXISTING
DUCT BANK
EXISTING
REQUIRED TYPICAL CROSS SECTION BETWEEN BOLLARDC5
CD103
CD102
C7
S-503
F1
REQUIRED TYPICAL CROSS SECTION AT BOLLARD
S-503
F1
R E
Q U
IR
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T
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N S A
N D D
E T
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IL
AND MATERIAL REQUIREMENTS
SPECIFICATIONS THICKNESS
COURSE AND SUBBASE. SEE
REQUIRED AGGREGATE BASE
ST303
A1
REQUIREMENTS
MATERIAL
FOR THICKNESS AND
SEE SPECIFICATIONS
COURSE AND SUBBASE.
AGGREGATE BASE
REQUIRED
SEE DETAIL
ELEV. VARIES
TOP OF ROCK
A
A M
E N
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/2
/1
A
VARIES APPROX. 18'- 7" TO 20'- 0"
CL BOLLARD HEAD 16'- 4 1/2"
CL DRILLED SHAFT 16'- 0"
VARIES APPROX. 18'- 7" TO 20'- 0" 5
REQ'D EXPANSION JOINT
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