NOTE: BOULEVARD TOBE RESTORED TO THESATISFACTION OF THE
TOWN.
No. 1277HILLVIEW CRESCENT PROPOSED
DWELLING
No. 1271 HILLVIEW CRESCENT
F.F.E= 134.91
#002Ø 0.14
TPF TPF
TPF
TPF
TPF
TPF
#003Ø 0.45
#004Ø 0.22
NOTE: SWALE PASSESUNDER DECK
SUMPPUMP
#005Ø 0.19
TPZ
TPZ
TPZ
TPZ
TPZTPZ
TPZ
TPZTPZ
TPZ
#006Ø 0.18
#008Ø 0.53
#009Ø 0.38
TPZ
TPZ
TPZ
TPZ
TPZ
#010Ø 0.47
#011Ø 0.24
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
#013Ø 0.07
#014Ø 0.21
#016Ø 0.25
#017Ø 0.16
#018Ø 0.25
#015Ø 0.16
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPZ
TPF
TPF
TPF
TPF
TPF TPF
TPF TPF TPF TPF
TPF
#007Ø 0.05
TPZ
TPZ
TPZ
TPF
TPF
TPF
TPF
TPZ
TPZ
TPZ
TPZ
PREPARED FOR: HIRA CUSTOM HOMES
BENCHMARK REFERENCE:
CAUTION:C
METRIC:
SURVEY INFORMATION:
S U R V E Y I N G I N C.LAND SURVEYORS and ENGINEERS
Van Harten
DRAWING REVISION SCHEDULE
TOPOGRAPHIC SURVEY DATE:
PROJECT No. 27475-19
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ZONING: RESIDENTIAL (RL3-0)REQUIRED
PART OF LOT 144
TOWN OF OAKVILLEREGIONAL MUNICIPALITY OF HALTON
PROPERTY DESCRIPTION:· 1271 HILLVIEW CRESCENT
···
SITE PLAN FOR:
LEGEND:
X
BEARING AND COORDINATE NOTE:
FINISHED FLOOR ELEVATION
BASEMENT FLOORUNDERSIDE OF FOOTING
TOP OF FOUNDATION
PROPOSED DWELLING:
(134.91)
(131.71)(131.46)(134.61)
=
===
NOTE: 9'-10" FOUNDATION WALLS
CALL BEFORE YOU DIG
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PROPOSED
GARAGE SLAB=GARAGE CUT
(131.16)=
BUILDING HEIGHT:
REGISTERED PLAN 1315
ALL WATER AND SANITARY MAINTAPS ARE TO BE PERFORMED BYREGION OF HALTON FORCES ONLY.
REGIONAL MUNICIPALITY OF HALTON APPROVAL
X
SURVEYOR'S CERTIFICATE
ROOF PEAK (142.77)=
NOTE:
KEYMAP
SUBJECTPROPERTY
ASSOCI
ATIO
NOF
ONT ARI O
LANDSURVEYORS
17 9 2
DEC 18, 19
(0.45)
0.15m (6") GARAGE SLAB SLOPE REQUIRED
SEDIMENT CONTROL FENCE
1271 HILLVIEW CRESCENT
FLOOR AREA:
TPZ
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GENERAL NOTES:
BOARD FENCE DETAIL
TPF
NOT TO SCALE
SCALE 1 : 15010metres0 5
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134.07
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MH=
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133.36
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MH TOP=
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133.21
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133.26
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133.78
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0.40 DIA.
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133.93
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133.99
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134.46
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134.82
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135.16
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134.82
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134.03
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134.04
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134.06
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135.33
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134.17
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134.56
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134.26
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134.24
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134.17
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134.18
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134.19
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134.14
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134.23
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134.18
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135.15
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135.00
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135.01
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134.60
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134.71
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134.64
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134.99
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BELL
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BELL
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133.93
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133.81
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133.65
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133.82
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133.86
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133.78
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133.73
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133.45
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134.17
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134.08
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133.92
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134.17
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134.22
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134.19
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133.98
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133.69
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133.87
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133.97
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133.91
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133.84
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133.63
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133.69
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131.95
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132.03
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132.07
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132.14
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133.12
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133.13
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132.83
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133.46
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133.60
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135.19
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MH
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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BOARD FENCE
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0.63
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PART 2, 20R-20645
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LOT 162
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LOT 161
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LOT 160
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INV=131.03
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INV=130.55
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INV=130.39
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INV=129.98
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6.85
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7.09
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17.26
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5.08
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7.64
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0.33
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3.48
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4.19
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6.00
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5.54
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4.03
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3.55
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5.08
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SSIB
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IB
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IB
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SSIB
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SSIB
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SSIB
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IB
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923
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923
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923
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923
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OU
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923
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OU
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CHIMNEY
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CHIMNEY
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11.66
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13.71
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DECK
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3.2
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1.22
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3.55
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4.02
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91.2m 250mm%%C V.C. SANITARY @0.53%
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0.45
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10.33
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1.52
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1.52
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M
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150mm%%C CAST IRON WATERMAIN
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SAN
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15.0m MIN. TO DRIVEWAY
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7.18
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5.19
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1.2m
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7.0
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7.0
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3.9
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4.6
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4.1
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4.4
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3.63
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133.10
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133.03
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3.17m
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SEDIMENT CONTROL FENCE
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MAXIMUM FRONT YARD
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(13.0m)
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12.73
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MINIMUM FRONT YARD
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(7.5m)
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3.23m
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2.50m
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2.51m
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2.49m
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3.87m
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2.52m
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2.51m
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1.84m
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2.48m
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2.53m
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2.43m
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2.55m
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PROPOSED 1.2m HIGH
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SOLID WOOD FENCE
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1.82m
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10.96 (86.1% OF WALL)
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18.48
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14.25
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2.47m
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2.5m
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MIN.
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TEMPORARY BENCHMARK: #1 NAIL IN HYDRO POLE ELEVATION = 133.78 NAIL IN HYDRO POLE ELEVATION = 133.78 #2 NAIL IN HYDRO POLE ELEVATION = 133.94NAIL IN HYDRO POLE ELEVATION = 133.94
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ELEVATIONS ARE BASED ON GPS OBSERVATIONS TO PERMANENT REFERENCE STATIONS AND HAVE BEEN CORRECTED TO ORTHOMETRIC ELEVATIONS WITH GEOID MODEL HTv2.0, AS SUPPLIED BY NATURAL RESOURCES CANADA.
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- THIS IS NOT A PLAN OF SURVEY AND SHALL NOT BE USED FOR TRANSACTION OR MORTGAGE PURPOSES. - THIS SKETCH IS PROTECTED BY COPYRIGHT.
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CAN BE CONVERTED TO FEET BY DIVIDING BY 0.3048.
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DISTANCES SHOWN ON THIS PLAN ARE IN METRES AND
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423 WOOLWICH STREET
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www.vanharten.com
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PHONE: (519) 821 - 2763
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GUELPH - ONTARIO, NIH 3X3
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FAX: 821 - 2770
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660 RIDDELL ROAD, UNIT 1
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PHONE: (519) 940 - 4110
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ORANGEVILLE - ONTARIO, L9W 5G5
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FAX: 519 - 940 - 4113
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www.vanharten.com
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NO.
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REVISION
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DATE
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THIS TOPOGRAPHIC SURVEY WAS COMPLETED ON THE 15th DAY OF AUGUST, 2019.
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DRAWN BY: S.J.
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CHECKED BY: W.V.
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DESIGNED BY: W.V.
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MINIMUM LOT AREA = 557.5m² MINIMUM LOT WIDTH = 18m MINIMUM FRONT YARD = 7.5m MINIMUM FLANKAGE YARD = 3.5m (HOUSE) MINIMUM FLANKAGE YARD= 5.7m (GARAGE) MINIMUM SIDE YARD = 3.0m MINIMUM SIDE YARD (DECK)<0.6m ABOVE GRADE = 0.6m MINIMUM REAR YARD (CORNER LOT) = 3.5m MAXIMUM NUMBER OF STOREYS= 2 STOREY MAXIMUM HEIGHT= 9.0m MAXIMUM DWELLING DEPTH= N/A MAXIMUM RESIDENTIAL FLOOR AREA RATIO= 40%(320.4m ) 2) MAXIMUM LOT COVERAGE = 35% (INCLUDES FRONT PORCH & ALL SECOND FLOOR AREAS THAT OVERHANG THE FIRST FLOOR)
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ADDRESS 1271 HILLVIEW CRESCENT PIN 24884-0899 (LT) PART OF LOT 144, REGISTERED PLAN 1315 TOWN OF OAKVILLE
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GAS METER
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GM
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CATCHBASIN
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MANHOLE
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MH
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HYDRO METER
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HM
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TOP OF BANK
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CONIFEROUS TREE
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CB
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DENOTES .015 x .015 x 0.60 IRON BAR
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DENOTES .025 x .025 x 1.20 STANDARD IRON BAR
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DENOTES SURVEY MONUMENT SET
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DENOTES SURVEY MONUMENT FOUND
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SIB
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IB
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GW
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LIGHT STANDARD
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HYDRO POLE
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GUY WIRE
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LS
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HP
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EXISTING ELEVATION
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OVERHEAD HYDRO
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FENCELINE
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CENTRELINE OF ROAD
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GATE
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ASPHALT
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DECIDUOUS TREE
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1. BEARINGS ARE GRID BEARINGS AND ARE DERIVED FROM GPS OBSERVATIONS BEARINGS ARE GRID BEARINGS AND ARE DERIVED FROM GPS OBSERVATIONS AND ARE REFERRED TO THE UTM PROJECTION, ZONE 17, NAD 83 (CSRS-2015) ADJUSTMENT. 2. DISTANCES SHOWN ON THIS PLAN ARE ADJUSTED GROUND DISTANCES AND DISTANCES SHOWN ON THIS PLAN ARE ADJUSTED GROUND DISTANCES AND CAN BE CONVERTED TO GRID DISTANCES BY MULTIPLYING BY AN AVERAGED COMBINED SCALE FACTOR OF 0.99969882.
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DENOTES VAN HARTEN SURVEYING INC., O.L.S.'s
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VH
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H
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G
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THE LOCATION OF SERVICES ON THIS DRAWING ARE ONLY APPROXIMATE AND BASED ON SURFACE FEATURES LOCATED AT THE TIME OF THE TOPOGRAPHIC SURVEY. PRIOR TO ANY CONSTRUCTION IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER TO ENSURE THE EXACT LOCATION OF ALL UTILITIES.
REGION DESIGN OF WATER AND/OR WASTEWATER SERVICES APPROVED SUBJECT TO DETAIL CONSTRUCTION CONFORMING TO HALTON REGION STANDARDS AND SPECIFICATIONS AND LOCATION APPROVAL FROM AREA MUNICIPALITY. SIGNED: ______________ DATED: _______________ BUSINESS & TECHNICAL SERVICES The applicant should be aware that the approval of the water system on private property is the responsibility of the Local Municipality. Regardless the applicant must ensure that the Region of Halton's standards and specifications are met. (the Water and Watewater Linear Design Manual may be obtained from from the Data Management Group at 905-825-6032) Furthermore, all water quality tests must be completed to the Region of Halton's satisfaction, before the water supply can be turned on.
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DIRECTION OF FLOW
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(206.55)
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206.55
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PROPOSED ELEVATION
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TREE TO BE REMOVED
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STORM SEWER
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WATERMAIN
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SANITARY SEWER
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OVERHEAD TEL
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WV
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WATER VALVE
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FH
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FIRE HYDRANT
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JAMES M. LAWS
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ONTARIO LAND SURVEYOR
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1. THE TOPOGRAPHIC SURVEY WAS COMPLETED
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I CERTIFY THAT:
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ON THE 15th DAY OF AUGUST, 2019.
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SEDIMENT CONTROL FENCE
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SUMP PUMP DISCHARGE
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EIGHTH LINE
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FALGARWOOD DRIVE
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HOLTON HEIGHTS DRIVE
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PAVESTONE
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ESTABLISHED GRADE TO PEAK
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= 8.99m (9.0m MAX.)
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AVERAGE ESTABLISHED GRADE= A+B/2= AVG. EST. GRADE (133.77)
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CONCRETE
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DECK
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DOWNSPOUT
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DS
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M
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WATER METER (25mm%%C)
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JAMES M. LAWS
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KENSINGTON PARK ROAD
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GRAND BLVD
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LAMBETH ROAD
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HILLVIEW CRES
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HILLVIEW CRES
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HILLVIEW CRESCENT
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SEDIMENT & EROSION CONTROL NOTES 1) SEDIMENT FENCE AS SHOWN SHALL BE INSTALLED TO THE SEDIMENT FENCE AS SHOWN SHALL BE INSTALLED TO THE SATISFACTION OF TOWN STAFF ACCORDING TO THE "DETAIL" NOTED PRIOR TO CONSTRUCTION OR EARTH MOVEMENT OF ANY KIND. 2) SEDIMENT FENCE SHALL REMAIN IN GOOD WORKING CONDITION SEDIMENT FENCE SHALL REMAIN IN GOOD WORKING CONDITION FOR THE DURATION OF CONSTRUCTION AND UNTIL FINAL SEED AND/OR TOPSOIL HAS BEEN ESTABLISHED. 3) SEDIMENT FENCE WILL BE EXAMINED MONTHLY AND AFTER SEDIMENT FENCE WILL BE EXAMINED MONTHLY AND AFTER EVERY MAJOR STORM EVENT FOR ANY BREAKS; AND SHALL BE REPAIRED IMMEDIATELY.
SILT FENCE TO BE INSTALLED TO SATISFACTION OF TOWN STAFF REFER TO ARBORIST REPORT AND TREE PRESERVATION PLAN BY MICHAEL PLOWMAN, GLN FARM AND FOREST RESEARCH CO. LTD. TREE PROTECTION ZONE AND TREE PROTECTION FENCING IS SHOWN AS PER THEIR REPORT. WITH RESPECT TO ON-SITE TREE PROTECTION, THE APPLICANT IS TO HAVE THE TREE PROTECTION BARRIERS INSTALLED AND INSPECTED BY DEVELOPMENT ENGINEERING. THE TREE PROTECTION BARRIERS ARE TO BE ERECTED AT MINIMUM TREE PROTECTION ZONE DISTANCE, AS PER THE TOWN'S STANDARDS, AND DEVELOPMENT ENGINEERING TO BE NOTIFIED FOR INSPECTION AND APPROVAL. THE TREE PROTECTION HOARDING MUST BE CONSTRUCTED OF MESH FENCE WITH 2X4" WOOD FRAME. FOR ENCROACHMENT INTO THE MINIMUM TPZ OF TREES #7,8 AND 11, THE ARBORIST REPORT INDICATES THAT THE PROJECT ARBORIST MUST BE ON SITE TO SUPERVISE AND CARRY OUT ANY ADDITIONAL ARBORICULTURAL MEASURES THAT MAY BE REQUIRED. THE OWNER AND TENANTS/ FUTURE PURCHASERS WILL MAINTAIN A MINIMUM TREE CANOPY COVER OR POTENTIAL CANOPY COVER OF 20% OVER THE SITE AREA. ANY TREE REMOVALS GRANTED BY WAY OF TOWN PERMITS WILL REQUIRE THE REPLANTING OF TREES SO AS TO MAINTAIN THIS MINIMUM TREE CANOPY COVER TARGET TO THE SATISFACTION OF THE TOWN. THE DEVELOPER OF #1271 HILLVIEW CRESCENT IS ALSO DEVELOPING #1277 HILLVIEW CRESCENT. A SWALE IS TO BE CONSTRUCTED ON THE COMMON LOT LINE AS SHOWN. PROPOSED ASPHALT DRIVEWAY TO BE CONSTRUCTED WITH A MINIMUM 150mm GRANULAR 'A' BASE, 300mm GRANULAR 'B' SUB-BASE. TO BE PAVED WITH 50mm HL3F ASPHALT. PROPOSED FLAGSTONE WALKWAY TO BE CONSTRUCTED WITH A MINIMUM 200mm GRANULAR 'A' SUB-BASE WITH A MINIMUM 25mm " LIMESTONE 14" LIMESTONE SCREENING BASE. ALL GRANULAR MATERIAL SHALL BE COMPACTED TO 100% AND OTHER MISCELLANEOUS FILL MATERIAL BROUGHT TO THE SITE SHALL BE COMPACTED TO 95% PROCTOR (UNLESS OTHERWISE PRESCRIBED BY ANY GEOTECHNICAL INVESTIGATION). FILL MATERIAL SHALL BE FREE OF DEBRIS INCLUDING LARGE ROCKS AND STONES. EXCESS DEBRIS AND MATERIAL SHALL BE REMOVED FROM THE SITE. ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH A MINIMUM OF 200mm OF TOPSOIL AND SODDED.
