1. All dimensions in millimetres unless
indicated otherwise.
2. All elevations in meters, IGLD.
3. Topographic survey provided by J.H.
Gelbloom Surveying Ltd., Project No.
07-103 dated May 23, 2013.
Bathymetric survey by Shoreplan
Engineering Ltd. on March 15, 2011.
STAGING
AREA
4. Construction access and staging area to
be restored upon completion to existing
or better conditions.
EXISTING PATH
PROPOSED ARMOUR
STONE WALL AND
BOULDER REVETMENT
5. Enclose all work areas with turbidity
curtain. Turbidity curtain as per
OPSD-219.260 and 219.261.
PROPOSED PATH BY OTHERS
STEPPED ARMOUR STONE WALL
WITH BOULDER REVETMENT
LOCATION OF SITE
EXISTING CONCRETE BLOCK WALL
E
F
EXISTING CONCRETE BLOCK WALL
NOT TO BE DISTURBED
D
EXISTING LAUNCH
RAMP
LAKE
6. The contractor shall read detailed
specifications contained in tender
documents and contract. In case of a
conflict between specifications listed on
the drawing and in detailed
specifications in tender documents, the
detailed specifications in the tender shall
govern.
ONTARIO
7. No in-water work shall be carried out
between April 1st and June 30th.
8. All equipment shall be refuelled at least
30 metres from the lake.
EXISTING TIMBER DECK
AND CONCRETE
BLOCK WALL
9. Any operation that creates dust, such as
stone cutting, shall be carried out away
from the water to prevent dust entering
Lake Ontario.
10. All trees not designated to be removed
to be protected. Tree protection as per
Town of Oakville standard.
EXISTING ACCESS STAIRS
11.Existing electrical and water service
located under timber deck to be
removed as directed by Parks and
Recreation Representative.
12. Contractor to extend PVC pipe from
back of the revetment beyond the limit
of the existing path or as directed by
Engineer. 4
Scale 1:500
SITE PLAN
4
EXISTING PATH
75.5
4
PROPOSED ELEVATION OF
PATH
ARM
PROPOSED PATH BY OTHERS (N.I.C.)
OUR
3.0m
EXISTING CONCRETE FOUNDATION
AND TIMBER STAIRS TO BE REMOVED
STO
TYP
E
4
2
EXISTING BUILDING
NE W
PROPOSED PATH BY OTHERS (N.I.C.)
EXISTING CONCRETE BLOCK WALL
AND TIMBER DECK TO BE REMOVED
(EXISTING 75.3m CONTOUR)
(see NOTE 11)
76.5
4
ARMOUR STONE WALL TYPE 1
ELEV. 76.3 (TYP.)
(see NOTE 12 & SHEET 2 DETAIL 1)
76.0
0
75.5 75.
N.I.C.
ALL
CREST OF BOULDER REVETMENT
74.5
EXISTING CHAIN LINK FENCE TO BE REMOVED FOR
CONSTRUCTION ACCESS AND REINSTATED TO ORIGINAL
LOCATION AFTER CONSTRUCTION
BACK OF STEPPED ARMOUR STONE WALL
NOT IN CONTRACT
4
Nov04/13
Issued for Tender
3
Sep09/13
Issued for Approval Only
2
Aug29/13
Issued for Review Only
1
Aug23/13
Issued for Review Only
No.
Date
Revisions
By
EXISTING DOCKS
76.5
CREST OF BOULDER REVETMENT
77.5
PROPOSED 75.3m CONTOUR
EXISTING CONCRETE BLOCK WALL TO BE REMOVED
(EXISTING 75.3m CONTOUR)
PROPOSED 72.2m CONTOUR
74.5
TOE OF BOULDER REVETMENT
76.5
EXISTING ARMOUR STONE AND RIP RAP
TO BE REMOVED, REUSE EXISTING
STONE THAT MEETS SPECIFICATIONS
2
TYPE
PROPOSED ELEVATION OF
SHORE PROTECTION
E
77.5
78.5
F
76.5
plan
PROPOSED 75.3m CONTOUR
PROPOSED 72.2m CONTOUR
TOE OF BOULDER REVETMENT
75.5
74.5
D
EXISTING CONCRETE BLOCK WALL
NOT TO BE DISTURBED
TURBIDITY CURTAIN
(see NOTE 5)
78.5
EXISTING LAUNCH
RAMP
Project Title
77.5
Town of Oakville
Drawing Title
SITE PLANS
Drawn By
B.M.
Checked By
J.G.
Date of Issue
Scale
AS SHOWN
Scale 1:250
DETAILED SITE PLAN
Project No.
Sheet No.
13-1945
01
1. All dimensions in millimetres unless
indicated otherwise.
2. All elevations in meters, IGLD.
3. Topographic survey provided by J.H.
Gelbloom Surveying Ltd., Project No.
07-103 dated May 23, 2013.
Bathymetric survey by Shoreplan
Engineering Ltd. on March 15, 2011.
4. Construction access and staging area to
be restored upon completion to existing
or better conditions.
5. Enclose all work areas with turbidity
curtain. Turbidity curtain as per
OPSD-219.260 and 219.261.
6. The contractor shall read detailed
specifications contained in tender
documents and contract. In case of a
conflict between specifications listed on
the drawing and in detailed
specifications in tender documents, the
detailed specifications in the tender shall
govern.
500
7. No in-water work shall be carried out
between April 1st and June 30th.
900
8. All equipment shall be refuelled at least
30 metres from the lake.
9. Any operation that creates dust, such as
stone cutting, shall be carried out away
from the water to prevent dust entering
Lake Ontario.
10. All trees not designated to be removed
to be protected. Tree protection as per
Town of Oakville standard.
11.Existing electrical and water service
located under timber deck to be
removed as directed by Parks and
Recreation Representative.
12. Contractor to extend PVC pipe from
back of the revetment beyond the limit
of the existing path or as directed by
Engineer. 4
N.I.C.
NOT IN CONTRACT
4
Nov04/13
Issued for Tender
3
Sep09/13
Issued for Approval Only
2
Aug29/13
Issued for Review Only
1
Aug23/13
Issued for Review Only
No.
Date
Revisions
By
plan
Project Title
Town of Oakville
Drawing Title
SECTIONS
Drawn By
B.M.
Checked By
J.G.
Date of Issue
Scale
AS SHOWN
4
4
Project No.
Sheet No.
13-1945
02
1. All dimensions in millimetres unless
indicated otherwise.
2. All elevations in meters, IGLD.
SPECIFICATIONS:
1) Work includes preparation of the access to the site, demolition and/or removal of items indicated on contract drawing or
required to complete the specified work, tree and brush removal required to complete the work, removal and disposal of
existing concrete block wall, timber deck, walls, boulders and rubble and miscellaneous other site preparation tasks required
to complete the specified works, disposal of the derived or excess material in a legal manner, and the restoration of the sites
and access routes to existing or better conditions. Erect any silt curtains or fences as required by conditions of approvals and
comply with any and all conditions outlined on permits.
3. Topographic survey provided by J.H.
Gelbloom Surveying Ltd., Project No.
07-103 dated May 23, 2013.
Bathymetric survey by Shoreplan
Engineering Ltd. on March 15, 2011.
4. Construction access and staging area to
be restored upon completion to existing
or better conditions.
2) General fill material shall be clean native or imported soil material suitable for compaction. Use of sand or gravel from the
existing beach is not be permitted. All fill material shall be compacted to minimum 95% S.P.D. All fill material to be rough
graded and matched to existing grades to the satisfaction of the owner. Maintain positive drainage towards the shore
protection.
5. Enclose all work areas with turbidity
curtain. Turbidity curtain as per
OPSD-219.260 and 219.261.
3) Rip rap stone shall be hard, dense, angular, quarry stone, free from seams, cracks or other structural defects with relative
density 2.7, +/-0.15. Rip rap material shall be rock, ranging in size as specified on the contract drawing. Minimum 50% of
the total volume shall contain stone of individual size greater mid-point of the specified size range. Specified dimensions
represent the smallest dimension of individual rock pieces. In case of a dispute regarding the size of material the contractor
shall provide scientific proof of size at his expense. Place rip rap to lines and grades indicated on Contract Drawings.
6. The contractor shall read detailed
specifications contained in tender
documents and contract. In case of a
conflict between specifications listed on
the drawing and in detailed
specifications in tender documents, the
detailed specifications in the tender shall
govern.
4) Armour stone shall be hard, durable, quarry stone, free from cracks, seam or other defects which may impair durability.
Individual stones in masses varying as indicated on contract drawing. Least dimension of each stone not less than 2/3 of
greatest dimension. Relative Density 2.7, +/- 0.15. The stones shall have roughly parallel top and bottom surfaces to allow for
stable placement. The stones shall be angular or semi-angular and roughly cubical in shape. Armour stone placed in walls or
against existing structures will need to be cut, chiseled or otherwise shaped to provide a tight fit and stable placement.
5) Boulders shall be hard, durable round stone, free from seams, cracks or other structural defects with relative density 2.7,
+/-0.15. Boulder material shall be rock, ranging in size as specified of contract drawing. Minimum 50% of the total volume
shall contain stone of individual size greater mid-point of the specified size range. Specified dimensions represent the
smallest dimension of individual boulder pieces. In case of a dispute regarding the size of material the contractor shall provide
scientific proof of size at his expense. Place boulders to lines and grades indicated on Contract Drawings.
6) The filter fabric material (geotextile) shall be non-woven pervious, inert and durable. The material shall be Terrafix 800R or
approved equal. Individual filter fabric sheets shall reach from the top of the revetment to the toe. Provide minimum 800 mm
overlap width in the across the slope direction when placing a new section of filter fabric adjacent to a previously placed
section. Repair any damaged filter fabric by placing second layer, overlaying the damaged area by not less then 2000 mm in
all directions beyond the damaged area.
7) All Concrete shall be in accordance with CSA CAN3-A23.1-04 and CAN3-A23.2-04. All reinforcing bars shall be to CSA
G30.18 with 400MPa min. yield strength.
ENSURE EVEN AND
LEVEL CONTACT WITH
ABUTMENT.
7. No in-water work shall be carried out
between April 1st and June 30th.
8. All equipment shall be refuelled at least
30 metres from the lake.
9. Any operation that creates dust, such as
stone cutting, shall be carried out away
from the water to prevent dust entering
Lake Ontario.
10. All trees not designated to be removed
to be protected. Tree protection as per
Town of Oakville standard.
11.Existing electrical and water service
located under timber deck to be
removed as directed by Parks and
Recreation Representative.
12. Contractor to extend PVC pipe from
back of the revetment beyond the limit
of the existing path or as directed by
Engineer. 4
APRON PLATE
CONNECTION BRACKET/ HINGE
HINGE
10M @ 150
75 (TYP.)
75 (TYP.)
1500
REINFORCED CONCRETE
HEADWALL (30 MPa, Class F-1)
1500
10M @ 150
N.I.C.
NOT IN CONTRACT
10M STIRRUP
3-10M
ALL FACES
520
3-10M
ALL FACES
520
1000
ANCHOR BOLTS
10M @ 300
30MPa CONCRETE
ANCHOR BLOCK
30MPa CONCRETE
ANCHOR BLOCK
4
Nov04/13
Issued for Tender
3
Sep09/13
Issued for Approval Only
2
Aug29/13
Issued for Review Only
1
Aug23/13
Issued for Review Only
No.
Date
Revisions
By
1000
CONCRETE PIER
plan
ANCHOR BLOCK DETAIL 1
SCHEMATIC OF PIER CONNECTION (N.I.C.) DETAIL 2
Scale 1:10
SCALE 1:25
15M @ 150
1000
15M @ 150
76.5m
SCALE 1:25
SELECT 0.5 m x 0.5 m x 1.0 m
ARMOUR STONE
75 (TYP.)
75 (TYP.)
3000
EXISTING C.S.P. DETAIL 4
SELECT 0.5 m x 0.5 m x 1.0 m
ARMOUR STONE
REINFORCED CONCRETE
HEADWALL (30 MPa, Class F-1)
10M (TYP.)
1275
TO TOP OF REINFORCEMENT
1500
REINFORCED CONCRETE
HEADWALL (30 MPa, Class F-1)
10M STIRRUP
THROUGH TO FACE OF
CONCRETE HEADWALL
AS REQUIRED
(see DETAIL 4 & 5)
15M @ 150
ALL FACES
PILE
CUT-OFF
ELEVATION
75.15m
1275
1500
15M @ 150
1000
TYP.
15M @ 150
350
TYP.
ALL FACES
6-15M
PER PILE
15M @ 150
0.5 m x 0.5 m x 1.0 m ARMOUR
STONE BOTH SIDES OF
HEADWALL TO RETAIN RIP RAP
SELECT 0.5 m x 0.5 m x 1.0 m
ARMOUR STONE TO FIT
UNDER EXISTING C.S.P.
SELECT 0.5 m x 0.5 m x 1.0 m
ARMOUR STONE TO FIT UNDER
EXISTING C.S.P.
6-15M
PER PILE
Project Title
BOULDER REVETMENT
Town of Oakville
BOULDER REVETMENT
75.0m
Drawing Title
150 MIN.
FILLED WITH 30MPa
CONCRETE
150 MIN.
500
STEEL PILE
30MPa CONCRETE
PILE CAP
500
500
500
DETAILS & SPECIFICATIONS
Drawn By
B.M.
Checked By
J.G.
Date of Issue
CONCRETE PEIR DETAIL 3
EXISTING C.S.P. ELEVATION
EXISTING C.S.P. DETAIL 5
SCALE 1:25
SCALE 1:25
SCALE 1:25
Scale
AS SHOWN
Project No.
Sheet No.
13-1945
03