layout 2 (2)
TRANSCRIPT
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Scale:
Project number:
Date:
Drawn by:
Designed by:
CEAC Solutions Co. Ltd
20 Windsor Avenue
Kingston 5
Phone: (876)-946-2210
Fax: (876)-978-8760
e-mail: [email protected]
Sheet Name:
Project Name:
Client:
Civil Engineers:
Consultant:
Business Name
Address
Parish
Phone: #
Fax: #
e-mail:
Developers:
Overview of Beach Stabilization Features
No. Description Date
1:1000
Business Name
Address
Parish
Phone: #
Fax: #
e-mail:
Notes:
1. All measurements are in meters unless specified.
2. Coordinate projection is WGS84 UTM 20N.
3. Vertical datum is to mean sea level.
4. 1:10 Stones minimum should be drop tested before
placement.
5. Maximum slope on revetment is 1:1.5; under no
circumstance must this be exceeded.
6. The structure should be surveyed and inspected before
final stone layer is placed.
Revisions
Drawing Status
For submission
For tender
For construction
For review
Checked by:
Overview of Beach Stabilization Features
Scale = 1:1000
3) Datum to MSL
2) Coordinate system inWGS84 projection
1) All measurements are inmetres unless specified
4) 1 in10 stones minimumshould be drop testedbefore placement
5) Contours at 0.1mintervals
6) Maximum slope ofrevetment is 1:1.5,under no circumstancemust this be exceeded
7) The structure is to beinspected before finalstone layer is placed.
Datum to MSL.
PI-G1
PI-G2
PI-BW1
PI-BW2
PI-R1
Meters
0
25
50
Existing shoreline
WESTERN BEACH
EASTERN BEACH
U
n
p
a
v
e
d
R
o
a
d
CARIBBEAN SEA
CEAC-2008-06-C.007
CEAC-2008-06
Pigeon Island Beach Stabilization Project
St. Lucia National Trust
2018-05-16
MH
DC/CB/CJ
CJ
Expected long-term
shoreline
Expected long-term
shoreline
N:1558826.20
E:719817.70
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N:1558839.57
E:719782.51
N:1558733.93
E:719700.16
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1.6
[5'-3"]
1
.
6
[
5
'
-
3
"
]
1.6
[5'-3"]
1.0
[3
'-3
"]
6.5
[21'-4"]
Scale:
Project number:
Date:
Drawn by:
Designed by:
CEAC Solutions Co. Ltd
20 Windsor Avenue
Kingston 5
Phone: (876)-946-2210
Fax: (876)-978-8760
e-mail: [email protected]
Sheet Name:
Project Name:
Client:
Civil Engineers:
Consultant:
Business Name
Address
Parish
Phone: #
Fax: #
e-mail:
Developers:
Proposed Revetment Layout & Typical
Cross-section
No. Description Date
As shown
Business Name
Address
Parish
Phone: #
Fax: #
e-mail:
Notes:
1. All measurements are in meters unless specified.
2. Coordinate projection is WGS84 UTM 20N.
3. Vertical datum is to mean sea level.
4. 1:10 Stones minimum should be drop tested before
placement.
5. Maximum slope on revetment is 1:1.5; under no
circumstance must this be exceeded.
6. The structure should be surveyed and inspected before
final stone layer is placed.
Revisions
Drawing Status
For submission
For tender
For construction
For review
Checked by:
Layout of Proposed Revetment
Scale = 1:750
PI-BW1
Crest width: 4.0m
Crest elev.: +0.3m (MSL)
Length: 22.2m
Meters
0
25
50
F
o
o
t
P
a
t
h
CARIBBEAN SEA
PI-R1
Crest width: 1.6m
Crest elev.: +2.0m (MSL)
Length: 138.6m
Existing shoreline
Typical Revetment Cross-section
Scale = 1:75
Non-woven geotextile
Existing grade
MSL
Crest elev: +2.0m (MSL)
2 Layers of armour stones.
2.9T (1.5T - 4.9T)
(0.8m - 1.2m Ø)
CEAC-2008-06-C.009
CEAC-2008-06
Pigeon Island Beach Stabilization Project
St. Lucia National Trust
2018-05-16
MH
DC/CB/CJ
CJ
Elev.: -1.0m (MSL)
4.9T Armour stones.
(1.2m Ø)
2.00
[6'-7"]
min.
Cre
st W
id
th
Approximate to of structure
Plan of Typical End Detail
Scale = 1:150