M.D. OF FOOTHILLS NO. 31
FOOTHILLS CEMETERY
PHASE 1 CEMETERY EXPANSION
ISSUED FOR TENDER DRAWINGS
Aug. 4, 2016
LIST OF DRAWINGS
L1
L2
L3
L4
KEY PLAN
LAYOUT AND GRADING PLAN
PLANTING PLAN
DETAILS
72 Victoria Street S., Suite 201
Kitchener, Ontario N2G 4Y9
Email: info@hiltonlandmarks.com
Tel: (519) 725-7333
Fax: (519) 569-8643
www.hiltonlandmarks.com
KEY PLAN NTS
HLI PROJECT #16059
KEY PLAN
N.T.S.
402 AVE. W.
Legend
AREA TO BE SODDED
MAJOR CONTOUR 1.0m INTERVAL
402 AVE W.
MINOR CONTOUR 0.5m INTERVAL
EXISTING FENCE LINE
LIMIT OF WORK
EXISTING CULVERT
GENERAL NOTES:
1.
2.
Drawings not to be used for construction unless authorized by the Landscape Architect
Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect.
4. Contractor is responsible for locating and protecting all existing utilities on site.
5. Contractor is responsible for protecting all existing site features to remain. Contractor to make good
on any damage done as a result of construction activities.
6. Erect and maintain perimeter construction fencing as required to keep unauthorized persons out of
limit of work. Fencing to remain in place until Substantial Completion is approved by the Consultant.
7. Staging and storage of materials to occur only in areas approved by the Client/Consultant.
8. Contractor to coordinate with owner all relevant construction permits and regulations.
9. Contractor is responsible for security within construction site after hours and during holidays.
10. Discovery of in-ground remains during construction will require the contractor to immediately 'stop
work' and notify the Client/Consultant. Work will remain stopped until otherwise directed by the
Client/Consultant.
D
Y ROA
ETER
G CEM
IN
T
IS
EX
EXISTING PLOTS
11. BASE DRAWING PROVIDED BY:
AMEC FOSTER WHEELER
PLAN NO.: CT110109
DATE: 12 April, 2016 "As-built"
EXISTING PLOTS
12. All dimensions are in millimetres unless otherwise noted
LIMIT OF AREA WITH
EXISTING NEW FILL
EXISTING TREE LINE
KEY PLAN
LIMIT OF WORK
PHASE 1
M.D. FOOTHILLS NO. 31, ALBERTA
176044 402 Ave W
2460m² AREA TO BE SODDED.
O
N
S
T
N
O
T
R FO
U R
C
T
IO
N
LIMIT OF WORK
LIMIT OF WORK
C
DATE
EXISTING CEMETERY
TURNAROUND
BY
May 30, 2016
Issued for client review
CBl
July 6 2016
100% Detailed design submission
CBl
Aug 4 2016
Issued for Tender
CBl
°
90
POINT OF ORIGIN TO BE
CONFIRMED BY
CONTRACTOR ON SITE.
K
LIMIT OF WOR
ETERY ROAD
EXISTING CEM
117553
PERPENDICULAR TO
EXISTING FENCE LINE
ISSUE
DATE
REVISIONS
BY
°
90
0
1:400
8.0m
16.0m
24.0m
32.0m
72 Victoria Street S., Suite 201
Kitchener, Ontario N2G 4Y9
Email: info@hiltonlandmarks.com
Date: Aug. 4, 2016
Drawn By: CBl
Scale:1:400
Project No.: 16059.65
Tel: (519) 725-7333
Fax: (519) 569-8643
www.hiltonlandmarks.com
Reviewed By: CM
L1
2.
AREAS TO BE SODDED ARE TO BE
CLEARED OF WEEDS, GRASSES
AND ANY HERBACEOUS PLANT
MATERIALS. WOODY PLANT
MATERIAL TO REMAIN UNLESS
OTHERWISE NOTED.
SOD NOT TO BE PLACED PRIOR TO
COMPLETION OF IRRIGATION
INSTALLATION (IRRIGATION BY
OTHERS, NOT IN CONTRACT)
34942
PERPENDICULAR TO
EXISTING FENCE LINE
1.
CO
WB
OY
T
RA
IL
BLACK
DIAMOND
KEY PLAN
N.T.S.
402 AVE. W.
BLACK
DIAMOND
EXISTING
WB
OY
EDGE OF
GRADING
CO
2.
ALL BASELINE AND DIMENSION
LINES ARE TO BE CONFIRMED ON
SITE WITH OWNER PRIOR TO
STARTING CONSTRUCTION.
CONTRACTOR TO LAY OUT AND
VISUALLY MARK ALL ELEMENTS
FOR OWNER REVIEW PRIOR TO
PLACING FORMS
78
O. 00
C.
1.
TR
AIL
℄
EXISTING VEGETATION
RADING
℄
ING G
F EXIST
EDGE O
Legend
PLANTING BED
43
TY 57
P.
78
O. 00
C.
32
TY 71
P.
MAJOR CONTOUR 1.0m INTERVAL
UPRIGHT CASKET MONUMENTS,
BY OTHERS, TYP.
℄
1250.65
FG
1251.10
FG
1251.97
FG
MINOR CONTOUR 0.5m INTERVAL
1250.86
TF
EXISTING FENCE LINE
1251.35
TF
1251.01
TF
PROPOSED STRIP FOUNDATION
1252.15
TF
1251.51
TF
1251.16
TF
COLUMBARIUM MEMORIAL BENCH
1252.27
TF
1252.79
1251.67
TF
SPOT ELEVATION AT
TOP OF FOUNDATION
TF
1251.31
TF
1252.74
STEP DOWN LINE, TYP.
1252.39
TF
1251.83
TF
12
18
6
GENERAL NOTES:
1251.46
TF
1252.51
TF
2
L4
1251.99
TF
1.
2.
Drawings not to be used for construction unless authorized by the Landscape Architect
Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect.
4. Contractor is responsible for locating and protecting all existing utilities on site.
5. Contractor is responsible for protecting all existing site features to remain. Contractor to make good
on any damage done as a result of construction activities.
6. Erect and maintain perimeter construction fencing as required to keep unauthorized persons out of
limit of work. Fencing to remain in place until Substantial Completion is approved by the Consultant.
7. Staging and storage of materials to occur only in areas approved by the Client/Consultant.
8. Contractor to coordinate with owner all relevant construction permits and regulations.
9. Contractor is responsible for security within construction site after hours and during holidays.
10. Discovery of in-ground remains during construction will require the contractor to immediately 'stop
work' and notify the Client/Consultant. Work will remain stopped until otherwise directed by the
Client/Consultant.
C.I.P. CONCRETE STRIP
FOUNDATION
1251.61
TF
1252.63
TF
1252.15
TF
UPRIGHT VETERANS'
MONUMENTS, BY
OTHERS, TYP.
36
57
0
1251.76
TF
1252.75
TF
3
L4
36
57
0
SPOT ELEVATION AT FINISHED
GRADE/BOTTOM OF FOUNDATION
FG
1252.31
TF
1251.91
TF
MEMORIAL BENCH
(PROVISIONAL) AND
COLUMBARIUM
QTY: 3
11. BASE DRAWING PROVIDED BY:
AMEC FOSTER WHEELER
PLAN NO.: CT110109
DATE: 12 April, 2016 "As-built"
1252.87
TF
12. All dimensions are in millimetres unless otherwise noted
1252.47
TF
1252.06
TF
1252.63
TF
24
38
5
LAYOUT AND GRADING PLAN
PHASE 1
1252.21
TF
1253.11
TF
1252.79
TF
M.D. FOOTHILLS NO. 31, ALBERTA
1252.21
TF
1252.16
FG
1253.23
TF
90°
TF
96
0
1252.74
FG
℄
BENCH (PROVISIONAL)
AND CONCRETE FOOTING
QTY: 1
1
L4
POINT OF ORIGIN AS PER
DRAWING L-1 TO BE CONFIRMED
BY CONTRACTOR ON SITE.
4
L4
2
L3
EXISTING CEME
TERY ROAD
PLANTING BED, TYP.
T
O
U
R
T
S
N
117280
PERPENDICULAR TO
EXISTING FENCE LINE
C
IO
T
N
C
40
DATE
35301
PERPENDICULAR TO
EXISTING FENCELINE
00
30
14
FLAGPOLE
QTY: 1
24
95
42.8
°
1253.23 TF
1253.18
FG
N
FO
R
1252.79
176044 402 Ave W
58
75
EXISTING
14
AD
CEMETERY RO
O
ISSUE
BY
May 30, 2016
Issued for client review
CBl
July 6 2016
100% Detailed design submission
CBl
Aug 4 2016
Issued for Tender
CBl
40
DATE
REVISIONS
BY
58
75
14
40
0
1:100
2.0m
4.0m
6.0m
8.0m
72 Victoria Street S., Suite 201
Kitchener, Ontario N2G 4Y9
Email: info@hiltonlandmarks.com
Date: Aug. 4, 2016
Drawn By: CBl
Scale: 1:100
Project No.: 16059.65
Tel: (519) 725-7333
Fax: (519) 569-8643
www.hiltonlandmarks.com
Reviewed By: CM
L2
19
86
8
1252.99
TF
KEY PLAN
N.T.S.
402 AVE. W.
CR
5
TR
AIL
BLACK
DIAMOND
CR
5
CO
CR
5
WB
OY
SOD NOTES
1. AREAS TO BE SODDED ARE TO BE
CLEARED OF WEEDS, GRASSES
AND ANY HERBACEOUS PLANT
MATERIALS. WOODY PLANT
MATERIAL TO REMAIN UNLESS
OTHERWISE NOTED.
2. SOD NOT TO BE PLACED PRIOR TO
COMPLETION OF IRRIGATION
INSTALLATION (IRRIGATION BY
OTHERS, NOT IN CONTRACT)
Legend
AREA TO BE SODDED
GENERAL NOTES:
1.
2.
Drawings not to be used for construction unless authorized by the Landscape Architect
Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect.
4. Contractor is responsible for locating and protecting all existing utilities on site.
5. Contractor is responsible for protecting all existing site features to remain. Contractor to make good
on any damage done as a result of construction activities.
6. Erect and maintain perimeter construction fencing as required to keep unauthorized persons out of
limit of work. Fencing to remain in place until Substantial Completion is approved by the Consultant.
7. Staging and storage of materials to occur only in areas approved by the Client/Consultant.
8. Contractor to coordinate with owner all relevant construction permits and regulations.
9. Contractor is responsible for security within construction site after hours and during holidays.
10. Discovery of in-ground remains during construction will require the contractor to immediately 'stop
work' and notify the Client/Consultant. Work will remain stopped until otherwise directed by the
Client/Consultant.
11. BASE DRAWING PROVIDED BY:
AMEC FOSTER WHEELER
PLAN NO.: CT110109
DATE: 12 April, 2016 "As-built"
12. All dimensions are in millimetres unless otherwise noted
JH
7
JH
3
JH
7
JH
3
JH
7
JH
3
PLANTING PLAN
MR
4
PHASE 1
MR
4
M.D. FOOTHILLS NO. 31, ALBERTA
176044 402 Ave W
MR
4
O
T
FO
R
N
BOTANICAL NAME
Cornus sericea
COMMON NAME
Red Twig Dogwood
CONT
3 gal
MR
12
Mahonia repens
Creeping Mahonia
60cm, 3 gal.
GROUND COVERS
JH
QTY
30
BOTANICAL NAME
Juniperus horizontalis
COMMON NAME
Creeping Juniper
CONT
1 Gal
REMARKS
SPACING
900mm
REMARKS
8.0m
R
T
S
N
1. All plant material shall be No.1 nursery grown, meeting specifications for size, height, spread, grading,
quality, method of cultivation, and balling and burlap specifications as set out in the 8th Edition 2006
Guide Specification for Nursery Stock prepared by the CNLA.
PRUNE DAMAGED OR
OBJECTIONABLE/RUBBING BRANCHES.
DO NOT PRUNE LEADERS.
2. No substitutions in species, cultivar, quantity, size or condition will be permitted without the written
approval of the Consultant. Any unapproved substituted material will be required to be removed from the
site.
C
1:100
MAINTAIN ORIGINAL GRADE OF
SHRUB BASE AFTER PLANTING
3. Any inconsistencies found in the quantities as shown on the plan and the plant list shall be
immediately reported to the Consultant.
DATE
WIDTH OF PLANTING PIT TO BE MINIMUM 2X
ROOTBALL DIAMETER OR 150MM ON
EITHER SIDE, WHICH EVER IS GREATER
4. Layout shall be the responsibility of the Contractor. Layout, plant stake-out and delivered plant
material shall be approved by the Consultant prior to installation.
O
ISSUE
BY
May 30, 2016
Issued for client review
CBl
July 6 2016
100% Detailed design submission
CBl
Aug 4 2016
Issued for Tender
CBl
COVER SOIL TO DRIPLINE WITH MINIMUM OF
100MM (4") APPROVED NATURAL MULCH
(CHIPPED PALETTES WILL NOT BE ACCEPTED).
5. Native or Imported topsoil shall be tested as specified and approved by the Consultant prior to adding
any amendments and placement. Planting mix, where indicated, shall follow the mix specifications.
DATE
CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT
BALL AFTER SHRUB IS POSITIONED IN PIT (REMOVE
CONTAINER IF APPLICABLE); REMOVE ALL STRING,
ROPE OR WIRE USED TO SECURE BALL.
6. Provide 400mm minimum depth of approved topsoil or planting mix in all beds, unless otherwise noted.
All beds shall be mulched with approved mulch to a minimum depth of 75mm, unless otherwise noted.
Depths shall be those achieved under light compaction. Areas to be sodded or seeded shall be provided
with 150 mm of approved topsoil, compacted to 85% SPD.
REVISIONS
BY
PLACE ROOTBALL ON UNDISTURBED SOIL. IF
PIT IS DUG TOO DEEP, COMPACT BACKFILL
TO REDUCE ROOTBALL SETTLING.
7. No bare-root planting shall be permitted between May 15 and October 15.
8. Plant material shall be thoroughly watered at the time of planting.
LAWN
GROWING MEDIUM TO APPROVED
SPECIFICATIONS.
9. Those areas not specifically identified for planting, or otherwise noted, shall be sodded. Sodding shall
be maintained and warranted until First Cut. Seeding shall be maintained and warrantied until October 1
for Spring seeding and June 1 for Fall seeding.
Notes
1. GROWING MEDIUM MIXTURE: 4 PARTS TOPSOIL, 1 PART COMPOST, 1 PART SHREDDED PEAT & APPLICATION OF HIGH
PHOSPHOROUS FERTILIZER (0-20-0).
2. PLANTING BED SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING & PRIOR TO MULCHING.
3. FOR POTTED SHRUBS, SATURATE CONTAINER/ ROOTS/SOIL PRIOR TO REMOVAL OF CONTAINER BEFORE PLANTING.
4. SHRUBS ARE TO BE SPACED AS DIRECTED.
5. ALL DIMENSIONS ARE IN MILLIMETERS.
10. All trees and shrubs shall be under warranty for a period of 12 months commencing on the Date of
Acceptance.
11. The contractor shall provide maintenance immediately after the plants are installed and continue
throughout the entire warranty period. Maintenance requirements shall include all procedures consistent
with proper horticultural practices to ensure normal, vigorous, and healthy growth of all material planted.
All stakes, wire, hose, and other accessories must be removed prior to final warranty inspection.
12. All plant material used as replacements for unacceptable material shall be of the same quality and
requirements prescribed for the original material. Replacements shall be made once under the warranty.
6.0m
4.0m
1
PLANTING
N.T.S.
200
PLANTING BED
2
72 Victoria Street S., Suite 201
Kitchener, Ontario N2G 4Y9
Email: info@hiltonlandmarks.com
BED EDGE
N.T.S.
Date: Aug. 4, 2016
Drawn By: CBl
Scale: 1:100
Project No.: 16059.65
Tel: (519) 725-7333
Fax: (519) 569-8643
www.hiltonlandmarks.com
Reviewed By: CM
L3
QTY
15
2.0m
U
100
SHRUBS
CR
0
N
PLANTING NOTES:
PLANT SCHEDULE
C
IO
T
KEY PLAN
N.T.S.
TOP OF FOUNDATION TO BE LEVEL, SMOOTH
CONCRETE FINISH WITH NO FRAMING LINES.
MIN. 25mm ABOVE FINISHED GRADE
402 AVE. W.
SPUN ALUMINUM BALL
3.88" Ø
IL
OY
TR
A
FINISHED GRADE
EXTERNAL DOUBLE HALYARD
355
401 SATEEN ALUMINUM FLAGPOLE
BY EWING FLAGPOLES OR
APPROVED EQUAL
EWING FLAGPOLES:
1445 Hopkins Street
Whitby, ON L1N 2C2
Tel: 905-666-5600
www.ewingflagpole.com
HALYARD COVER
CO
Legend
915
TYP
CLEAT COVER BOX
CAST ALUMINUM
CLEAT
355
600
TYP
SWIVEL SNAPS WITH
COVERS
WB
300
TYP
CAST ALUMINIUM
REVOLVING (BALL
BEARING) TRUCK
FRONT SECTION VIEW
CONCRETE SUBMITTAL NOTES:
CAST ALUMINUM CLEAT(S)
CONTRACTOR TO SUPPLY SHOP DRAWINGS APPROVED
AND STAMPED BY A STRUCTURAL ENGINEER LICENSED
AND AUTHORIZED TO PRACTICE IN THE PROVINCE OF
ALBERTA.
TOOLED CONTROL JOINTS EVERY 1.219m
1800 CLEARANCE
ALL AROUND, TYP.
STANDARD GALVANIZED METAL
BASE
300mm THICK C.I.P. CONCRETE STRIP FOUNDATION
1800 CLEARANCE
ALL AROUND, TYP.
1.
AS PER
MANUFACTURER'S
SPECIFICATIONS
DIMENSIONS, REINFORCING AND ANY CONCRETE
SPECIFICATIONS ILLUSTRATED ARE FOR BIDDING AND
BUDGET PURPOSES ONLY AND NOT TO BE USED FOR
CONSTRUCTION.
FINISHED GRADE
FOUR HARDWOOD WEDGES
2.
3.
4.
FILL SPACE WITH PACKED DRY
SAND
20mm DEEP HARDWOOD WEDGES
1219
TYP
2 X 15M EPOXY COATED REBARS SPACED 355mm O.C.
TERMINATE 75mm BEFORE FOUNDATION IS STEPPED
DOWN
25' HEIGHT COMMERCIAL SERIES SATIN FINISH 'SATEEN' POLE
BY EWING FLAG POLES OR APPROVED EQUIVALENT
GALVANIZED STEEL FIXED BASE
EXTERNAL DOUBLE HALYARD
CONTRACTOR TO PROVIDE STAMPED STRUCTURAL SHOP
DRAWINGS FOR REVIEW AND APPROVAL BY OWNER
PRIOR TO INSTALLATION
CONTRACTOR IS RESPONSIBLE FOR TESTING
COMPACTION OF BASE MATERIAL BY A LICENSED
GEOTECHNICAL ENGINEER AUTHORIZED TO PRACTICE
IN THE PROVINCE OF ALBERTA.
FRONT SECTION
VIEW
3000 PSI CONCRETE
WATER PROOF
COMPOUND
BLACK
DIAMOND
2 X 15M EPOXY COATED REBARS SPACED 355mm O.C.
TERMINATE 75mm BEFORE FOUNDATION IS STEPPED
DOWN
19 GAUGE GALVANIZED
CORRUGATED STEEL SLEEVE
CENTERING WEDGES
PLACE EXPANSION JOINTS WHERE FOUNDATION IS STEPPED
DOWN AND EVERY 3.657m TO ENSURE AN EVEN LENGTH OF
FOUNDATION SEGMENTS
WELDED STEEL PLATE
PLATE SUPPORT WELDED TO SPIKE
CONTRACTOR TO SUPPLY COMPACTION TEST RESULTS
FOR APPROVAL PRIOR TO PROCEEDING WITH
CONSTRUCTION OF ANY CONCRETE WORK.
STEEL LIGHTNING GROUND SPIKE
WELDED TO PLATE
600mm GRANULAR 'A' BASE
COMPACTED TO 98% SPD
1
NOTES:
·
STEP DOWN FOUNDATION AS PER GRADING PLAN IN INCREMENTS OF
1.219m AS NEEDED TO ACCOMMODATE INDIVIDUAL LOTS and GRADE
CONDITIONS.
·
TOP OF FOUNDATION SHALL SLOPE 1%, NO CROSS SLOPE
UNDISTURBED SUBGRADE
FLAG POLE
N.T.S.
GENERAL NOTES:
1.
2.
2
STRIP FOUNDATIONS
Scale: 1:20
1200mm WIDE x 456mm DEPTH GRANITE BENCH.
GRANITE SLABS TO BE SUPPLIED BY OWNER
CONTRACTOR TO CUT AS REQUIRED FOR
DIMENSIONS SHOWN
CONTRACTOR TO PROVIDE STAMPED
STRUCTURAL SHOP DRAWINGS OF
FOOTING FOR REVIEW AND APPROVAL
BY OWNER PRIOR TO INSTALLATION
1200
150
455
11. BASE DRAWING PROVIDED BY:
AMEC FOSTER WHEELER
PLAN NO.: CT110109
DATE: 12 April, 2016 "As-built"
305
100
TYP.
SECURE GRANITE SLAB TO
GRANITE LEGS WITH 100mm
METAL DOWEL RODS,
CAULKED INTO PLACE IN
CORED GRANITE LEGS.
QTY: 3 PER LEG
Drawings not to be used for construction unless authorized by the Landscape Architect
Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect.
4. Contractor is responsible for locating and protecting all existing utilities on site.
5. Contractor is responsible for protecting all existing site features to remain. Contractor to make good
on any damage done as a result of construction activities.
6. Erect and maintain perimeter construction fencing as required to keep unauthorized persons out of
limit of work. Fencing to remain in place until Substantial Completion is approved by the Consultant.
7. Staging and storage of materials to occur only in areas approved by the Client/Consultant.
8. Contractor to coordinate with owner all relevant construction permits and regulations.
9. Contractor is responsible for security within construction site after hours and during holidays.
10. Discovery of in-ground remains during construction will require the contractor to immediately 'stop
work' and notify the Client/Consultant. Work will remain stopped until otherwise directed by the
Client/Consultant.
450
12. All dimensions are in millimetres unless otherwise noted
1400
DETAILS
700
1400 X 700 REINFORCED CONCRETE PAD AND
SONOTUBE TO SUPPORT FUTURE 12 NICHE
COLUMBARIUM.
4
OR
Parklawn Granite
133 10 Ave SE, High River, AB T1V 1M3
Phone: (403) 652-2904
http://www.parklawngranite.com/
OVERALL NOTES:
THESE DRAWINGS ILLUSTRATE DESIGN INTENT FOR
COLUMBARIUM NICHE WALL DIMENSIONS, NICHE
QUANTITIES, MATERIALS and INSTALLATION.
·
COLUMBARIUM MANUFACTURER/ SUPPLIER ARE
REQUIRED TO PROVIDE DETAILED DESIGN DRAWINGS
AS PART OF THEIR BID SUBMISSION.
·
SUCCESSFUL PROPONENT WILL PROVIDE
PRE-CONSTRUCTION DETAIL DRAWINGS and AS-BUILT
DRAWING AS PART OF THEIR OVERALL CONTRACTUAL
OBLIGATIONS.
·
GRANITE COLOUR:
·
COPING, BACK, GABLES AND BASE TO BE NORTHERN
JAY WHITE BY POLYCOR (Ph: 1-418-692-4695, e:
info@polycor.com) OR APPROVED EQUIVALENT
·
NICHE SHUTTERS, SIDE AND TOP FASCIA TO BE
ABSOLUTE BLACK BY POLYCOR OR APPROVED
EQUIVALENT.
·
GRANITE FINISH:
·
EXPOSED SIDES OF BACK, GABLES, NICHES AND
FASCIA TO BE POLISHED FINISH.
·
VERTICAL SIDES OF COPING AND BASE TO BE ROUGH
CUT FINISH
·
TOP OF COPING AND BASE, AND EXPOSED BOTTOM
OF COPING TO BE POLISHED FINISH
·
150
SIDE SECTION
VIEW
890
19mm THICK NICHE SHUTTERS
1200mm WIDE x 456mm DEPTH GRANITE BENCH.
GRANITE SLABS TO BE SUPPLIED BY OWNER
CONTRACTOR TO CUT AS REQUIRED FOR
DIMENSIONS SHOWN
1200
100
TYP.
2345 x 1000 CAST IN PLACE FLOATING CONCRETE PAD.
THICKNESS SHOWN FOR BIDDING PURPOSES ONLY.
CONTRACTOR TO PROVIDE STAMPED STRUCTURAL
SHOP DRAWINGS FOR REVIEW AND APPROVAL BY
OWNER PRIOR TO INSTALLATION
945
2345
SIDE SECTION VIEW
FRONT SECTION VIEW
3
Scale: 1:20
O
S
N
N
O
C
ALUMINUM NICHE INTERIOR OR
APPROVED EQUIVALENT. INTERIOR
DIMENSIONS, 300 x 300 x 400mm MIN.
DATE
ISSUE
BY
May 30, 2016
Issued for client review
CBl
July 6 2016
100% Detailed design submission
CBl
Aug 4 2016
Issued for Tender
CBl
19mm THICK NICHE SHUTTERS
75mm HIGH FASCIA AND
VOID BEHIND
90
DATE
REVISIONS
BY
1400
1400 X 700 REINFORCED CONCRETE PAD AND
SONOTUBE TO SUPPORT FUTURE 12 NICHE
COLUMBARIUM.
MEMORIAL BENCH (PROVISIONAL) AND COLUMBARIUM
50mm THICK GRANITE BACK
450
100
150
150mm HIGH GRANITE BASE
150mm HIGH TOP FASCIA AND
VOID BEHIND
150mm HIGH GRANITE BASE
305
150
75mm HIGH FASCIA AND
VOID BEHIND
SECURE GRANITE SLAB TO
GRANITE LEGS WITH 100mm
METAL DOWEL RODS,
CAULKED INTO PLACE IN
CORED GRANITE LEGS.
QTY: 3 PER LEG
150mm HIGH, PEAKED GRANITE
COPING
5
FRONT SECTION VIEW
SIDE SECTION VIEW
PROVISIONAL ITEM - 12 NICHE COLUMBARIUM
Scale: 1:20
72 Victoria Street S., Suite 201
Kitchener, Ontario N2G 4Y9
Email: info@hiltonlandmarks.com
Date: Aug. 4, 2016
Drawn By: CBl
Scale: AS SHOWN
Project No.: 16059.65
Tel: (519) 725-7333
Fax: (519) 569-8643
www.hiltonlandmarks.com
Reviewed By: CM
L4
4 NICHE PEDESTAL
COLUMBARIUM. 300w x 300h x
400d NICHE VOID
1190
ALUMINUM NICHE INTERIOR OR
APPROVED EQUIVALENT. INTERIOR
DIMENSIONS, 300 x 300 x 400mm MIN.
176044 402 Ave W
Scale: 1:20
OR
Lyle Reeves Funerals
115 8 Ave SE, High River, AB, T1V 1R8
(403) 652-4242
http://www.lylereeves.com/
50mm THICK GRANITE BACK
M.D. FOOTHILLS NO. 31, ALBERTA
BENCH (PROVISIONAL) AND STRUCTURAL FOOTING
150mm HIGH, PEAKED GRANITE
COPING
150mm HIGH TOP FASCIA AND
VOID BEHIND
PHASE 1
T
T F
R O
U R
C
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SUPPLIER INFO:
Sunset Memorial and Stone
3300 8 St SE, Calgary, AB, T2G 5S7
Phone: (403) 243-3393
http://www.sunsetstone.com
SIDE SECTION
VIEW
OVERALL NOTES:
·
THESE DRAWINGS ILLUSTRATE DESIGN INTENT FOR COLUMBARIUM NICHE WALL DIMENSIONS,
NICHE QUANTITIES, MATERIALS and INSTALLATION.
·
COLUMBARIUM MANUFACTURER/ SUPPLIER TO BE SELECTED FROM THE LIST OF
PRE-QUALIFIED SUPPLIERS, THIS PAGE.
·
SUCCESSFUL PROPONENT WILL PROVIDE STAMPED, STRUCTURAL SHOP DRAWINGS and
AS-BUILT DRAWING AS PART OF THEIR OVERALL CONTRACTUAL OBLIGATIONS.
·
GRANITE COLOUR:
·
COPING, BACK, GABLES AND BASE TO BE NORTHERN JAY WHITE BY POLYCOR (Ph:
1-418-692-4695, e: info@polycor.com) OR APPROVED EQUIVALENT
·
NICHE SHUTTERS, SIDE AND TOP FASCIA TO BE ABSOLUTE BLACK BY POLYCOR OR
APPROVED EQUIVALENT.
·
GRANITE FINISH:
·
EXPOSED SIDES OF BACK, GABLES, NICHES AND FASCIA TO BE POLISHED FINISH.
·
VERTICAL SIDES OF COPING AND BASE TO BE ROUGH CUT FINISH
·
TOP OF COPING AND BASE, AND EXPOSED BOTTOM OF COPING TO BE POLISHED FINISH