MUFY16-CG104_AMEND_3.pdf
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MUFY 16-CG104 AMENDMENT 0003
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SCALE: 1"= 10'
20'10'
KEY
600'0 300'
SCALE:1"=300'
NN PN
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18.4377° TN
APPROX EDGE OF WATER EXISTING BEACH
499'
SECTION "F", SECTION "G", 673'
REQUIRED PLAN VIEW SECTION F & G
M U
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G .d g n
CG104
CG101
CG102
CG103
CG104
CG105
CG106
REQUIRED TOP EDGE OF CONCRETE BREAKWATER (TYP)
CG301
D1
CG301
D1
CG301
A1
CG301
A1
A1
CG501
-10.0
REQ'D MAJOR CONTOUR
REQ'D MINOR CONTOUR
REQ'D CONTOUR LABEL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
LEGEND
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SEE NOTE 3
REQUIRED CONCRETE SLAB (TYP)
BE PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS.
CAP BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL
3. CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING
2. SEE SHEET CG501FOR JOINT DETAILS.
CANADA. UNLESS NOTED OTHERWISE.
FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,
1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5
NOTE:
SEE NOTE 3
REQUIRED CONCRETE SLAB (TYP)
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