The Corporation of the Town of Oakville Page 8 of 11
Procedure: EN-TRE-001-001 - Tree Protection During Construction
D R A W I N G
N O T E S
ISSUE/REVISIONNo. DATE BY
CONSULTANT
OCT 2014
14.15
S C A L E
D A T E
D R A W N B Y
P R O J E C TN U M B E R
D R A W I N GN U M B E R
A R C H I T E C T, I N C.
594 Chartwell Road, Suite 3, Oakville, Ontario L6J 4A5 Canada
JOHN WILLMOTT
T 905.842.2332F 905.842.7117
P R O J E C T
NEW DWELLING:
ABSOLUTEDEVELOPMENTS
284 SPRUCE STREETOAKVILLE, ONTARIO
1:150
SP.02
TREE CANOPY COVER PLAN & CALCS
LANDSCAPE PLAN
00.00
00.00
EXISTING GRADE ELEVATION
PROPOSED GRADE ELEVATION
PROPOSED BUILDING ENTRANCES
DIRECTION OF DRAINAGE
TREE PROTECTION ZONE BOUNDARY
PROPOSED TOP OF WALL ELEVATION
PROPOSED BOTTOM OF WALL ELEVATION
00.00 T/W
00.00 B/W
EXIST'G BUILDING ENTRANCES
RWL DISCHARGE ON GRADE
x Elevations92.13
LEGEND
CLF
F.F.
Chain Link Fence
Finished FloorDEC. DeciduousCON. ConiferousØ Diameter
BOC Bottom of Curb
BF Board Fence
MPG Mid Point Grade
TOC Top of Curb
WIF Wrought Iron FenceMH Maintenance Hole
Water ValveWVx Elevations92.13
LEGEND
CLF
F.F.
Chain Link Fence
Finished FloorDEC. DeciduousCON. ConiferousØ Diameter
BOC Bottom of Curb
BF Board Fence
MPG Mid Point Grade
TOC Top of Curb
WIF Wrought Iron FenceMH Maintenance Hole
Water ValveWVGRADING NOTES:
1. ROOF DRAINS TO DISCHARGE ONTO THE GRASSED AREA BY MEANS OF SPLASH PADS TO DIRECT WATER AWAY FROM FOUNDATION WALLS AND NOT CONFLICT WITH WALKWAYS. TOWN STD 10-1, ROOF DRAINS SHALL NOT BE CONNECTED TO STORM OR SANITARY DRAINS.
2. PROVIDE 5.0m OF FLAT AREA (2%-4%) ADJACENT TO REAR OF HOUSE AND 0.6m FLAT AREA AT SIDE OF HOUSE
3. DRIVEWAY SLOPE 2.0% MINIMUM TO 7.0% MAXIMUM UNLESS OTHERWISE NOTED.
4. CHECK AND VERIFY ALL GIVEN GRADE ELEVATIONS AND DRAINAGE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL OR ROCK OR PER A GEOTECHNICAL CONSULTANT RECOMMENDATION AND BE A MINIMUM OF 1.22m BELOW FINISHED GRADE. UNDERSIDE OF FOOTINGS SHOWN ARE TAKEN FROM ARCHITECTURAL PLANS AND MAY NOT REPRESENT ACTUAL FOOTING LEVELS.
GENERAL NOTES
1. THE MUNICIPAL BOULEVARD WILL BE RESTORED BACK TO ITS ORIGINAL CONDITION WITH TOPSOIL AND SOD
2. WATER MAINS AND/OR WATER SERVICES ARE TO HAVE A MINIMUM DEPTH OF 1.7 m WITH A MINIMUM HORIZONTAL SPACING OF 2.5 m FROM THEMSELVES AND OTHER UTILITIES. SEWER CONTRACTOR TO VERIFY IN THE FIELD AND PROVIDE 2.5 m (MIN.) SEPARATION BETWEEN THE WATER AND SANITARY LINES.
3. IF THE EXISTING SANITARY SERVICE LATERAL IS USED, IT MUST BE INSPECTED AT THE PROPERTY LINE BY THE REGIONAL INSPECTOR, AND TELEVISED BY REGIONAL FORCES PRIOR TO CONNECTION.
4. ANY WATER OR SANITARY SERVICE THAT DOES NOT MEET CURRENT REGIONAL STANDARDS MUST BE DISCONNECTED AT THE MAIN AND A NEW SERVICE CONSTRUCTED AT THE SITE DEVELOPER'S EXPENSE.
5. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY IN FIELD THE EXACT SIZE AND INVERTS OF THE EXISTING WATER SERVICE CONNECTION AND SEWER CONNECTIONS AND REPORT IT TO THE CONSULTANT.
6. ALL WATER MAINS AND WATER SERVICE MATERIALS AND CONSTRUCTION METHODS MUST CORRESPOND TO CURRENT REGION OF HALTON STANDARDS AND SPECIFICATIONS.
7. ALL WATER AND SANITARY MAIN TAPS ARE TO BE PERFORMED BY REGION OF HALTON FORCES ONLY.
TREE PROTECTION NOTES:
1. THESE NOTES TO BE READ IN CONJUNCTION WITH ARBORIST REPORT AND TREE PRESERVATION PLAN PREPARED BY ARBORCORP TREE EXPERTS
2. ALL EXISTING TREES WHICH ARE TO REMAIN SHALL BE FULLY PROTECTED WITH HOARDING, ERECTED BEYOND THEIR DRIP LINE PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. GROUPS OF TREES AND OTHER EXISTING PLANTINGS TO BE PROTECTED, SHALL BE TREATED IN A LIKE MANNER, WITH THE HOARDING AROUND THE ENTIRE CLUMP(S). AREAS WITHIN THE PROTECTIVE FENCING SHALL REMAIN UNDISTURBED AND SHALL NOT BE USED FOR THE STORAGE OF THE BUILDING MATERIAL AND EQUIPMENT.
3. NO RIGGING CABLES SHALL BE WRAPPED AROUND OR INSTALLED IN TREES AND SURPLUS SOIL, EQUIPMENT, DEBRIS OR MATERIALS SHALL NOT BE PLACED OVER ROOT SYSTEMS OF THE TREES WITHIN THE PROTECTIVE FENCING. NO CONTAMINANTS WILL BE DUMPED OR FLUSHED WHERE FEEDER ROOTS OF TREES EXIST.
4. THE DEVELOPER OR HIS/HER AGENTS SHALL TAKE EVERY PRECAUTION NECESSARY TO PREVENT DAMAGE TO TREES OR SHRUBS TO BE RETAINED.
5. WHERE LIMBS OR PORTIONS OF TREES ARE REMOVED TO ACCOMODATE CONSTRUCTION WORK, THEY WILL BE REMOVED CAREFULLY IN ACCORDANCE WITH ACCEPTED ARBORICULTURAL PRACTICE.
6. WHERE ROOT SYSTEMS OR PROTECTED TREES ARE EXPOSED DIRECTLY TO OR DAMAGED BY CONSTRUCTION WORK, THEY SHALL BE TRIMMED NEATLY AND THE AREA BACKFILLED WITH APPROPRIATE MATERIAL TO PREVENT DESICCATION.
7. WHERE NECESSARY, THE TREES WILL BE GIVEN AN OVERALL PRUNING TO RESTORE THE BALANCE BETWEEN ROOTS AND TOP GROWTH OR TO RESTORE THE APPEARANCE OF THE TREES.
8. IF GRADE AROUND TREES TO BE PROTECTED ARE LIKELY TO CHANGE, THE OWNER SHALL BE REQUIRED TO TAKE SUCH PRECAUTIONS AS DRY WELLING, RETAINING WALLS AND ROOF FEEDING TO THE SATISFACTION OF THE MUNICIPALITY
9. TREE PRTECTION ZONE FOR MUNICIPAL TREES TO BE IN ACCORDANCE WITH THE MUNICIPALITY
10. ALL SITE ALTERATION ACTIVITIES TO BE IN ACCORDANCE WITH THE MUNICIPALITY
11. NO CONSTRUCTION ACTIVITY, GRADE CHANGES, SURFACE TREATMENT OR EXCAVATIONS OF ANY KIND IS PERMITTED WITHIN THE TREE PROTECTION ZONE (TPZ)
12. PROPOSED DISCONNECTION OF EXISTING SERVICES WHICH FALL WITHIN THE DRIP LINE MUST TAKE PLACE OUTSIDE THE TPZ.
13. UTILITY ACCESS CORRIDOR(S) MUST BE OUTSIDE THE TPZ AND/OR NO OPEN TRENCH METHOD OF CONSTRUCTION BELOW-GROUND AS WELL AS NO ABOVE-GROUND LINES WITHIN TPZ.
14. SIGN TO BE POSTED ON TPZ.
KEY PLANN.T.S. SUBJECT PROPERTY:
284 SPRUCE STREET
Height Dimensions and Layout
All height dimensions shall be referenced from the approved finished ground floor level, which has been established with respect to building height and approved grading design.
Dimensions are provided on the architectural drawings for floor to floor heights. Building component locations including, but not limited to, bottom or top of footings, slab depths, top plate and sill plate heights, lintels and beams, top of foundation walls, maximum roof heights, and other height dimensions shall be calculated by the General Contractor to suit the framing material and other building elements referenced against floor to floor heights. The General Contractor must verify all grades relative to the finish floor to ensure approved grading and clearances are achieved. The General Contractor must review all approved grading drawings, architectural drawings and site conditions prior to laying out the building and prior to erecting components. Report discrepancies to the Architect before proceeding with the work. The General Contractor shall ensure the surveyor laying out the building is provided with the latest set of approved construction drawings.
SITE STATISTICS (LOT TO BE SEVERED)
ZONING BY-LAW 1984-063: R5
METRIC IMPERIAL PERCENTAGE
LOT AREA 460.40 S.M. 4,955.70 S.F.
FOOTPRINT/LOT COVERAGE
BY-LAW 1984-063
39% MAX.FLOOR AREA/LOT RATIO
PROPOSED DWELLING
FLOOR AREA
GROUND FLOOR
2ND FLOOR
SETBACKS
FRONT YARD
REAR YARD
SIDE YARD (EAST)
SIDE YARD (WEST)
GARAGE AREA 38 S.M MAX.
9.0 M MAX.BUILDING HEIGHT -TO T/O RIDGE FROM EST.GRADE
5.51 M (min.)
7.5 M
1.2 M
1.2 M
FRONT COVERED ENTRY
REAR COVERED PORCH
TOTAL COVERAGE 35% MAX.
BY-LAW 2014-014: RL5-0
BY-LAW 2014-014
35% MAX.
AS PER ZONING BY-LAW 1984-063
43% MAX.FLOOR AREA/LOT RATIO
FLOOR AREA
GROUND FLOOR
2ND FLOOR
AS PER ZONING BY-LAW 2014-014
38 S.M MAX.
1.2 M
1.2 M
7.5 M
5.51 M
9.0 M MAX.
SHADED ITEMS APPROVED UNDER VARRIANCE APPLICATION A/135/2014
NEW LOW SHRUBEUONYMUS SARCOXIES
X X X X XX X X X
XX
XX
XX
XX
XX
XX
X
X X X X
X X X X X X X X X X X XX X X X
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XXXXXXX
XX
XX
XX
XX
XX
XX
XX
X
XXXX
X
XX
XXX
XX
XX
XX
XX
X
N39°05'00"E
23.51
N51°01'20"W
36.68
N39°05'25"E1.60
N51°01'30"W
7.62
N51°01'00"W
28.96
N39°19'10"E25.15
SPRUCE STREET
PIN 24807-0155(BY REGISTERED PLAN 35)
LOT 5
PIN 24807-0155PART 1PLAN 20R-13437
1 STOREYBRICK
DWELLING
No. 388
1 STOREYCEDAR SHAKE SIDING
DWELLING
No. 278
XXX XX
XX
XX
XX
WOODSHED
WO
OD
SHED
1 STOREYSTUCCO ANDVINYL SIDING
DWELLING
No. 384
LOT 6
PIN 24807-0156PIN 24807-0154
PIN 24807-0141PIN 24807-0142
PIN 24807-0157
EX
IST. B
OA
RD
FEN
CE
ON
NE
IGH
BO
UR
'S PR
OP
.
EX
IST. S
HA
RE
DB
OA
RD
FEN
CE
EXIST. BOARDFENCE ON
NEIGHBOUR'SPROP.
EXIST. CHAIN LINKFENCE ON
NEIGHBOUR'S PROP.
EXIST. OLD CHAIN LINK
AND WIRE FENCE IN
HEDGE
EX
IST. S
HA
RE
D C
HA
IN LIN
K FE
NC
E
EXIST. BOARD FENCEON NEIGHBOUR'S PROP.
CENTRE LINE OF ASPHALT PAVEMENT
EDGE OF ASPHALT PAVEMENT
DR
IVE
WAY
AS
PH
ALT
DR
IVE
WAY
AS
PH
ALT
DR
IVE
WAY
0.25
ØD
0.15Ø
D
2X0.5
0ØD
2X0.2
5ØW
B0.5
0ØC
0.40ØD
2X0.2
0ØD
3X0.2
0ØD
0.20Ø
D
CB
0.80Ø
D
SIGN
WV
HYD
RO 0.4
0ØD
SPK
SPK
CT CT
DECIDUOUS HEDGE
BO
AR
DFE
NC
E
DE
CID
UO
US
HE
DG
E
DE
CID
UO
US
HE
DG
E
DECIDUOUS HEDGEDECIDUOUS HEDGE
DE
CID
UO
US
HE
DG
E
~
~
~
~
PART 1PLAN 20R - 1880
PART 2
PART 1PLAN 20R-930
INV.94.59
INV.92.78
6.4
8m
4.5
3m
EXISTING TREETO BE REMOVED DUE TO DEVELOPMENT
NEW TWOSTOREY DWELLING
NEW COVEREDENTRY
EXISTING TWO STOREYPORTION OF
DWELLING IN NEWLOCATION
19'-10 1/2"[6.06m]
NEW ASPHALT DRIVEWAY
3'-11 1/4"
1.20m
3'-11 1/4"
1.20m
3'-11 1/4"
1.20m
4'-0"
1.22m
4'-3"
1.3m
4'-3"
1.3m
38
'-1"
11.6
1m
38
'-3
"
11.6
6m
38
'-9
1/4
"
11.8
2m
45
'-8
"
13.9
2m
16'-
7 1
/4"
5.0
6m
19'-
11 3
/4"
6.0
9m
19'-
7 3
/4"
5.9
9m
18'-
1 1/
2"
5.5
2m
27
'-2
"
8.2
8m
2
SCALE 1 : 100
0 2 4 6 meters1
TOWN OF OAKVILLEREGIONAL MUNICIPALITY OF HALTON
REGISTERED PLAN 35PART OF LOT 5, BLOCK C
© COPYRIGHT, 2014
ONTARIO LAND SURVEYORS
TARASICK McMILLAN KUBICKI LIMITED
IN THE
INFORMATION ON THIS SURVEY TAKEN FROMPLAN OF TOPOGRAPHIC SURVEY OF:
2
SCALE 1 : 100
0 2 4 6 meters1
TOWN OF OAKVILLEREGIONAL MUNICIPALITY OF HALTON
REGISTERED PLAN 35PART OF LOT 5, BLOCK C
© COPYRIGHT, 2014
ONTARIO LAND SURVEYORS
TARASICK McMILLAN KUBICKI LIMITED
IN THE
INFORMATION ON THIS SURVEY TAKEN FROMPLAN OF TOPOGRAPHIC SURVEY OF:
12.5612.59
12.5610.95
36.6
3
F.F.E. 98.11T.F.W. 97.74B.S. @ FRONT 95.21B.S. @ REAR 95.03U.S.F. 94.73
NEW INTERLOCKING WALKWAY
NEW TWO STOREYADDITION
NEW COVERED ENTRY
EXISTING TREE TO BE REMOVED DUE TO DEVELOPMENT
NEW SWALE TO FRONTOF PROPERTY SLOPETO ACCOMODATE FUTURE WALKWAY - REFER TOGRADING PLAN
EXISTING TREE TO BE REMOVED DUE TO DEVELOPMENT
6'-
0 3
/4"
5'-
0"
EXISTING HEDGE TO REMAIN
F.F.E. 98.25
EXISTING HEDGE TO BE REMOVED
1
2
3
457
8
9
1011
12
13
14
DR
IVE
WAY
3.0mNEW INTERLOCKING WALKWAY
SODDED AREASODDED AREA
ALL LANDSCAPED AREAS WILL BE REINSTATED WITH TOPSOIL AND SOD
THE CONTRACTOR SHALL RESTORE THE PUBLIC ROADWAY AND BOULEVARDS TO TOWN STANDARDS AND THE SATISFACTION OF THE ENGINEERING AND CONSTRUCTION DEPARTMENT
EXISTING FENCES TO REMAIN TYP.
EXISTING FENCES TO REMAIN TYP.
EXISTING FENCES TO REMAIN TYP.
EXISTING FENCES TO REMAIN TYP.
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
EXISTING TREE TO BE REMOVED DUE TO DEVELOPMENT
W.W.
W.W.
W.W.W
.W.
W.W
.
XX
XX
XX
XX
XX
XX
X X
NEW GATE (EACH LOT)
W.W
.
W.W.
W.W
.
W.W.
XXXXXXXXXXXXXXXXXXXX
NEW 6'-0" HIGH WOOD BOARD FENCE BETWEEN LOTS TO MATCH EXIST.SEE FIG. 1
EX
IST. B
OA
RD
FEN
CE
ON
NE
IGH
BO
UR
'S PR
OP
.
XX
XX
XX
XX
X
EXIST. FENCE ONNEIGHBOUR'S PROP.
EX
TE
NT
OF
NE
W F
EN
CIN
G
EXISTING TREE TO BE REMOVED DUE TO DEVELOPMENT
EX
IST. S
HA
RE
D C
HA
IN LIN
K FE
NC
E
NEW 6'-0" HIGH WOOD BOARD FENCE BETWEEN LOTS TO MATCH EXIST.-SEE FIG. 1
NEW COVEREDREAR PORCH
NEW RIVER ROCK BETWEEN HOMES SHOWN SHADEDSLOPE TO ACCOMODATE FUTURE WALKWAY-REFER TO GRADING PLAN
XX
TPZ FOR TREE #2REFER TO ARBORISTREPORT
NEW LOW SHRUBEUONYMUS SARCOXIES
NEW TREE CRIMSON KING MAPLE
NEW TREE CRIMSON KING MAPLE
NEW COVEREDREAR PORCH
NEW
NEW
1'-0"[0.31m]
APPROVED UNDER:B.P. 14-272414-459 SALT
W.W
.
MUDROOMF.F.E. 97.93
Corn
wall R
d
LOT FRONTAGE 15 M 15 M
464.50 S.M. 464.50 S.M.
General Notes
All work shall conform to Division B, Part 9 of the Ontario Building Code, latest edition, and all other regulations of authorities having jurisdiction. All work shall be carried out in accordance with best trade practice by trades skilled in the type of work being performed. No work shall proceed prior to the issuance of a building permit.
These drawings shall be read in conjunction with specifications, schedules, details and other instructions prepared by the Architect, Structural Consultant, Mechanical Consultant and other consultants who have provided service for this project.
All dimensions and information shown on these drawings must be checked and verified on site by the Contractor and any discrepancies shall be reported to the Architect prior to construction and fabrication of its components. Should existing conditions or services be found to vary from that indicated on the drawings, the Architect must be notified immediately.
Features of construction not fully shown are assumed to be the same character as those noted for similar conditions.
Unless specifically noted otherwise on the drawings, no provision has been made in the design for conditions occurring during construction. It shall be the responsibility of the contractor to provide all necessary bracing, shoring, sheet piling or other temporary supports, to safeguard all existing or adjacent structures affected by this work.
The contractor shall be responsible for ensuring that all safety regulations and precautions applying to the work site and work are maintained continuously for the duration of the work.
Changes in the WorkAll changes in the work must be approved by the Architect and the Chief Building Official.
DimensionsUnless specifically noted otherwise all dimensions to framing are taken to the face of studs.
Foundation walls are measured to the exterior face of masonry, poured concrete, or ICF unit as indicated.
Unless specifically noted otherwise, rough opening dimensions are nominal. Actual rough opening sizes provided by the manufacturer must be verified by the Contractor prior to framing. Window sizes that vary by 1 1/2" must be reported to the Architect to determine the suitability of lintel sizes and design intent.
The plumbing contractor is responsible for ensuring that the design, layout & sizing of the plumbing system is in conformance with Division B, Part 7 of the Ontario Building Code, latest edition, and all other regulations of authorities having jurisdiction.
CopyrightAll drawings and related documents shall remain the property and copyright of John Willmott Architect, Inc. Reproduction of these documents without consent of the Architect is prohibited.
Use latest revised drawings.Do not scale drawings.
AERIAL PHOTOGRAPHN.T.S.
TREE CANOPY CALCULATION (LOT TO BE SEVERED)
TREE NUMBER CANOPY (m2)
1
2
3
5
7
8
12
14
N/A (TO BE REMOVED)
117.75
117.75
37.22
45.31
21.52
TOTAL 386.65 m2
TREE CANOPY CALCULATION (LOT TO BE RETAINED)
TREE NUMBER CANOPY (m2)
7
8
9
10
11
12
13
N/A (TO BE REMOVED)
230.79
24.63
TOTAL 304.23 m2
N/A (TO BE REMOVED)
N/A (TO BE REMOVED)
N/A (TO BE REMOVED)
14
1 TREE NUMBER TO BE READ IN CONJUNCTION WITH ARBORIST REPORT
TREE CANOPY CALCULATIONS
N/A (TO BE REMOVED)
LOT AREA
CANOPY COVERAGE
460.40 m2
83.98%
LOT AREA
CANOPY COVERAGE
447.80 m2
67.93%
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
WINDOW WELLW.W.
N/A (TO BE REMOVED)
N/A (TO BE REMOVED)
N/A (TO BE REMOVED)
4 N/AEXISTING
FIG. 1BOARD FENCEN.T.S.
NEW 47.1
NEW 48.81
ISSUED FOR SITE PLAN APPLICATION JAN. 272015
241.54 S.M. 2,600.02 S.F. 52.46%
5.52 M
11.61 M
1.30 M
1.30 M
18.11 FT
38.09 FT
4.26 FT
4.26 FT
23.07 S.M. 248.33 S.F.
126.01 S.M. 1,356.42 S.F.
115.53 S.M. 1,243.60 S.F.
S.M. S.F.159.32 1,714.91 34.60%
M FT
37.38
S.M. S.F.11.00 118.43
S.M. S.F.1.77 19.11 0.39%
2.39%
S.M.172.09 S.F.1,852.45
27.37%
25.09%
278.33 S.M. 2,951.68 S.F. 59.56%
141.84 S.M. 1,526.78 S.F.
132.38 S.M. 1,424.90 S.F.
30.81%
28.75%
12.56 M 41.21 FT
8.94 29.33
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