2st. OFFICEBUILDING ORIGINAL ROAD ALLOWANCE BETWEEN
6
60.40 N46°01'40"W 235.39 N37°57'55"E N38°01'35"E 23.74 4.47 4.28 23.13 Cedar Hedge Cedar Hedge BELL GV SANMH IB(1493) IB(1493) IB(1493) Guy HP HP L O T ORIGINAL ROAD ALLOWANCE BETWEEN CONCESSIONS 5 AND 6 KNOWN AS COLERAINE DRIVE PIN 14350 - 0495 (LT) T 3, CONCESSION 6 ST SOUTHERLY CORNER PIN 14350 - 0535 (LT) PIN 1435 PIN 14350 - 0734 (LT) PART 11, PLAN PR1156808 PART 18, 43R-30527 ( REFERENCE BEARING ) 7.93 (P) N38°02'25"E (P & Ms) 3.61 N46°01'40"W (P & Ms) Ms (335.50 P) 15.35 FRONT YARD STB. (W) EXIST. 38.00 20.00 2st. OFFICE BUILDING SIGN BULK MATER S.Y.STB (N) 8 CARS 6 CARS 3 CARS 3 CARS ASPHALT PAVING LINE OF SECURITY FENCE AND SLIDING ACCESS GATE ASPHALT RECLAIM PAVED SURFACE THIS AREA OPAQUE SCREEN FENCE & LANDSCAPING OPAQUE SCREEN FENCE & LANDSCAPING ASPHALT PAVING 31 CARS 22.67 6.13 5.10 F.H. 2800 High Point Drive Suite 100 Milton, ON L9T 6P4 905 875-0026 T 905 875-4915 F www.cfcrozier.ca KEY PLAN SCALE: N.T.S. LEGEND I:\1300\1327-Di Gregorio Group\4523-Simpson Rd\CAD\Civil\Sheets\4523-C00.dwg, 5/22/2018 5:20:09 PM, AutoCAD PDF (General Documentation).pc3
2st. OFFICEBUILDING ORIGINAL ROAD ALLOWANCE BETWEEN
EX.STM MH STM MH T/G = 237.90 N INV = 235.78 S INV = 235.72
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.58
AutoCAD SHX Text
238.20
AutoCAD SHX Text
239.05
AutoCAD SHX Text
239.05
AutoCAD SHX Text
239.65
AutoCAD SHX Text
TC 239.35 BC 239.20
AutoCAD SHX Text
TC 239.30 BC 239.15
AutoCAD SHX Text
TC 239.30 BC 239.15
AutoCAD SHX Text
239.35
AutoCAD SHX Text
239.00
AutoCAD SHX Text
239.85
AutoCAD SHX Text
239.00
AutoCAD SHX Text
TC 239.15 BC 239.00
AutoCAD SHX Text
TC 239.37 BC 239.22
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
6.7%
AutoCAD SHX Text
TC 239.96 BC 239.81
AutoCAD SHX Text
TC 239.36 BC 239.21
AutoCAD SHX Text
TC 239.16 BC 239.01
AutoCAD SHX Text
TC 239.36 BC 239.21
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
3.2%
AutoCAD SHX Text
4.5%
AutoCAD SHX Text
3.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.3%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
3.1%
AutoCAD SHX Text
TC 239.40 BC 239.25
AutoCAD SHX Text
TC 239.30 BC 239.15
AutoCAD SHX Text
239.45
AutoCAD SHX Text
239.50
AutoCAD SHX Text
STORAGE BINS
AutoCAD SHX Text
PROPOSED RETAINING WALL
AutoCAD SHX Text
PROPOSED RETAINING WALL
AutoCAD SHX Text
238.50
AutoCAD SHX Text
PROPOSED BUILDING FFE=239.50
AutoCAD SHX Text
239.20
AutoCAD SHX Text
239.25
AutoCAD SHX Text
TW 237.17
AutoCAD SHX Text
BW 237.17237.17
AutoCAD SHX Text
BC 237.70
AutoCAD SHX Text
5.3%
AutoCAD SHX Text
238.30
AutoCAD SHX Text
237.50
AutoCAD SHX Text
TC 239.40 BC 239.25
AutoCAD SHX Text
239.45
AutoCAD SHX Text
238.60
AutoCAD SHX Text
TC 238.38 BC 238.23
AutoCAD SHX Text
4.5%
AutoCAD SHX Text
6.0%
AutoCAD SHX Text
TC 238.15 BC 238.00
AutoCAD SHX Text
TC 237.40 BC 237.25
AutoCAD SHX Text
239.20
AutoCAD SHX Text
238.97
AutoCAD SHX Text
0.7%
AutoCAD SHX Text
2.6%
AutoCAD SHX Text
237.91
AutoCAD SHX Text
EX.STM CB STM CB T/G = 237.38
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
237.40
AutoCAD SHX Text
237.16
AutoCAD SHX Text
239.20
AutoCAD SHX Text
5.0%
AutoCAD SHX Text
237.10
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
238.15
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
TC 239.20 BC 239.35
AutoCAD SHX Text
NOTE: FOR RETAINING WALL GREATER THAN 0.6m IN HEIGHT OWNER TO PROVIDE STAMPED ENGINEERING DESIGN OF THE WALL SYSTEM
AutoCAD SHX Text
PR CURB CUT
AutoCAD SHX Text
MAX 4:1
AutoCAD SHX Text
MAX 4:1
AutoCAD SHX Text
N
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
Project No.
AutoCAD SHX Text
Dwg.
AutoCAD SHX Text
Design
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawing
AutoCAD SHX Text
Project
AutoCAD SHX Text
Z.A.
AutoCAD SHX Text
N.S.
AutoCAD SHX Text
Stamp
AutoCAD SHX Text
YYYY/MMM/DD
AutoCAD SHX Text
No.
AutoCAD SHX Text
ISSUE / REVISION
AutoCAD SHX Text
ISSUED FOR FIRST SUBMISSION
AutoCAD SHX Text
O
AutoCAD SHX Text
2018/MAY/22
AutoCAD SHX Text
ELEVATION NOTE: : ELEVATIONS ARE GEODATIC IN ORIGIN DERIVED FROM GPS OBSERVATIONS USING THE "TOPNET" GPS NETWORK AND ARE REFERED TO THE CGVD-1928:1978 DATUM. SURVEY NOTES: : SURVEY COMPLETED BY YOUNG & YOUNG SURVEYING INC. (2016/FEB/16) REFERENCE No.: 16-B6861 BEARINGS ARE UTM GRID, DERIVED FROM RTN OBSERVATIONS UTM ZONE 17, NAD83 (GSRS) (2010.0) DISTANCES ARE GROUND AND CAN BE CONVERTED TO GRID BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996781 BENCHMARK IS TOP NUT OF FIRE HYDRANT ELEVATION=239.93m SITE PLAN NOTES: : DESIGN ELEMENTS ARE BASED ON SITE PLAN BY J GORKA ARCHITECT. DATE:APRIL 10, 2018 APRIL 10, 2018 PROJECT No.: A102 DRAWING NOTES: : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART OF IT WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. DO NOT SCALE THIS DRAWING. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
PROPOSED RETAINING WALL C/W HANDRAIL PER OPSD 980.101 WHERE H>0.60m (TYP.)
AutoCAD SHX Text
TC 239.25 BC 239.10
AutoCAD SHX Text
TC 239.40 BC 239.25
AutoCAD SHX Text
TC 239.25 BC 239.10
AutoCAD SHX Text
PROPOSED RETAINING WALL C/W HANDRAIL PER OPSD 980.101 WHERE H>0.60m (TYP.)
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
5.0%
AutoCAD SHX Text
TC 239.15 BC 239.00
AutoCAD SHX Text
238.00
AutoCAD SHX Text
237.90
AutoCAD SHX Text
239.20
AutoCAD SHX Text
238.06
AutoCAD SHX Text
0.8%
AutoCAD SHX Text
EX.SAN MH SAN MH T/G = 238.65 NW INV = 236.21 NE INV = 236.13
AutoCAD SHX Text
3.0%
AutoCAD SHX Text
0.8%
AutoCAD SHX Text
NOTE: PROPOSED RETAINING WALLS MAY BE INTEGRATED WITH ARCHITECTURAL WALLS PER "J. GORKA ARCHITECT" SITE PLAN DATED APRIL 10TH, 2018
AutoCAD SHX Text
N
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
Project No.
AutoCAD SHX Text
Dwg.
AutoCAD SHX Text
Design
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawing
AutoCAD SHX Text
Project
AutoCAD SHX Text
Z.A.
AutoCAD SHX Text
N.S.
AutoCAD SHX Text
Stamp
AutoCAD SHX Text
YYYY/MMM/DD
AutoCAD SHX Text
No.
AutoCAD SHX Text
ISSUE / REVISION
AutoCAD SHX Text
ISSUED FOR FIRST SUBMISSION
AutoCAD SHX Text
O
AutoCAD SHX Text
2018/MAY/22
AutoCAD SHX Text
ELEVATION NOTE: : ELEVATIONS ARE GEODATIC IN ORIGIN DERIVED FROM GPS OBSERVATIONS USING THE "TOPNET" GPS NETWORK AND ARE REFERED TO THE CGVD-1928:1978 DATUM. SURVEY NOTES: : SURVEY COMPLETED BY YOUNG & YOUNG SURVEYING INC. (2016/FEB/16) REFERENCE No.: 16-B6861 BEARINGS ARE UTM GRID, DERIVED FROM RTN OBSERVATIONS UTM ZONE 17, NAD83 (GSRS) (2010.0) DISTANCES ARE GROUND AND CAN BE CONVERTED TO GRID BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996781 BENCHMARK IS TOP NUT OF FIRE HYDRANT ELEVATION=239.93m SITE PLAN NOTES: : DESIGN ELEMENTS ARE BASED ON SITE PLAN BY J GORKA ARCHITECT. DATE:APRIL 10, 2018 APRIL 10, 2018 PROJECT No.: A102 DRAWING NOTES: : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART OF IT WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. DO NOT SCALE THIS DRAWING. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
LOCATE AND CONNECT TO EXISITING 375mm STM SEWER PER TOWN STD NO.501
AutoCAD SHX Text
PROPOSED RETAINING WALL C/W HANDRAIL PER OPSD 980.101 WHERE H>0.60m (TYP.)
AutoCAD SHX Text
PROPOSED RETAINING WALL C/W HANDRAIL PER OPSD 980.101 WHERE H>0.60m (TYP.)
AutoCAD SHX Text
PROPOSED BUILDING FFE=239.50
AutoCAD SHX Text
EX.STM CB STM CB T/G = 237.38
AutoCAD SHX Text
INV=236.30
AutoCAD SHX Text
2.2m-450mm mm STM @ 0.5%
AutoCAD SHX Text
N
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
Project No.
AutoCAD SHX Text
Dwg.
AutoCAD SHX Text
Design
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawing
AutoCAD SHX Text
Project
AutoCAD SHX Text
Z.A.
AutoCAD SHX Text
N.S.
AutoCAD SHX Text
Stamp
AutoCAD SHX Text
YYYY/MMM/DD
AutoCAD SHX Text
No.
AutoCAD SHX Text
ISSUE / REVISION
AutoCAD SHX Text
ISSUED FOR FIRST SUBMISSION
AutoCAD SHX Text
O
AutoCAD SHX Text
2018/MAY/22
AutoCAD SHX Text
ELEVATION NOTE: : ELEVATIONS ARE GEODATIC IN ORIGIN DERIVED FROM GPS OBSERVATIONS USING THE "TOPNET" GPS NETWORK AND ARE REFERED TO THE CGVD-1928:1978 DATUM. SURVEY NOTES: : SURVEY COMPLETED BY YOUNG & YOUNG SURVEYING INC. (2016/FEB/16) REFERENCE No.: 16-B6861 BEARINGS ARE UTM GRID, DERIVED FROM RTN OBSERVATIONS UTM ZONE 17, NAD83 (GSRS) (2010.0) DISTANCES ARE GROUND AND CAN BE CONVERTED TO GRID BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996781 BENCHMARK IS TOP NUT OF FIRE HYDRANT ELEVATION=239.93m SITE PLAN NOTES: : DESIGN ELEMENTS ARE BASED ON SITE PLAN BY J GORKA ARCHITECT. DATE:APRIL 10, 2018 APRIL 10, 2018 PROJECT No.: A102 DRAWING NOTES: : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART OF IT WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. DO NOT SCALE THIS DRAWING. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
PROPOSED RETAINING WALL C/W HANDRAIL PER OPSD 980.101 WHERE H>0.60m (TYP.)
AutoCAD SHX Text
CROSSING C2 INV=237.59 OBV=237.01
AutoCAD SHX Text
CROSSING C1 INV=236.94 OBV=236.61
AutoCAD SHX Text
PROPOSED RETAINING WALL C/W HANDRAIL PER OPSD 980.101 WHERE H>0.60m (TYP.)
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
EX.SAN MH SAN MH T/G = 238.65 NW INV = 236.21 NE INV = 236.13
AutoCAD SHX Text
50mm DOMESTIC LINE
AutoCAD SHX Text
50mm DOMESTIC LINE
AutoCAD SHX Text
CROSSING C3 STM INV=238.19 SAN OBV=236.64
AutoCAD SHX Text
NOTE: PROPOSED RETAINING WALLS MAY BE INTEGRATED WITH ARCHITECTURAL WALLS PER "J. GORKA ARCHITECT" SITE PLAN DATED APRIL 10TH, 2018
AutoCAD SHX Text
INV=236.53
AutoCAD SHX Text
INV=236.20
AutoCAD SHX Text
N
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
Project No.
AutoCAD SHX Text
Dwg.
AutoCAD SHX Text
Design
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawing
AutoCAD SHX Text
Project
AutoCAD SHX Text
Z.A.
AutoCAD SHX Text
N.S.
AutoCAD SHX Text
Stamp
AutoCAD SHX Text
YYYY/MMM/DD
AutoCAD SHX Text
No.
AutoCAD SHX Text
ISSUE / REVISION
AutoCAD SHX Text
ISSUED FOR FIRST SUBMISSION
AutoCAD SHX Text
O
AutoCAD SHX Text
2018/MAY/22
AutoCAD SHX Text
ELEVATION NOTE: : ELEVATIONS ARE GEODATIC IN ORIGIN DERIVED FROM GPS OBSERVATIONS USING THE "TOPNET" GPS NETWORK AND ARE REFERED TO THE CGVD-1928:1978 DATUM. SURVEY NOTES: : SURVEY COMPLETED BY YOUNG & YOUNG SURVEYING INC. (2016/FEB/16) REFERENCE No.: 16-B6861 BEARINGS ARE UTM GRID, DERIVED FROM RTN OBSERVATIONS UTM ZONE 17, NAD83 (GSRS) (2010.0) DISTANCES ARE GROUND AND CAN BE CONVERTED TO GRID BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996781 BENCHMARK IS TOP NUT OF FIRE HYDRANT ELEVATION=239.93m SITE PLAN NOTES: : DESIGN ELEMENTS ARE BASED ON SITE PLAN BY J GORKA ARCHITECT. DATE:APRIL 10, 2018 APRIL 10, 2018 PROJECT No.: A102 DRAWING NOTES: : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART OF IT WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. DO NOT SCALE THIS DRAWING. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
EX.SAN MH SAN MH T/G = 238.65 NW INV = 236.21 NE INV = 236.13
AutoCAD SHX Text
1 1/2 Storey
AutoCAD SHX Text
Brick Dwelling
AutoCAD SHX Text
(Mun. No. 12415)
AutoCAD SHX Text
Porch
AutoCAD SHX Text
Conc.
AutoCAD SHX Text
23.13
AutoCAD SHX Text
4.28
AutoCAD SHX Text
4.47
AutoCAD SHX Text
23.74
AutoCAD SHX Text
238.21
AutoCAD SHX Text
238.08
AutoCAD SHX Text
238.25
AutoCAD SHX Text
238.27
AutoCAD SHX Text
238.50
AutoCAD SHX Text
238.54
AutoCAD SHX Text
238.61
AutoCAD SHX Text
238.70
AutoCAD SHX Text
238.62
AutoCAD SHX Text
238.48
AutoCAD SHX Text
238.34
AutoCAD SHX Text
238.20
AutoCAD SHX Text
238.25
AutoCAD SHX Text
238.00
AutoCAD SHX Text
238.11
AutoCAD SHX Text
238.15
AutoCAD SHX Text
238.39
AutoCAD SHX Text
238.50
AutoCAD SHX Text
238.54
AutoCAD SHX Text
238.69
AutoCAD SHX Text
238.65
AutoCAD SHX Text
238.46
AutoCAD SHX Text
238.44
AutoCAD SHX Text
238.14
AutoCAD SHX Text
237.84
AutoCAD SHX Text
237.66
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.49
AutoCAD SHX Text
237.67
AutoCAD SHX Text
237.78
AutoCAD SHX Text
237.92
AutoCAD SHX Text
238.17
AutoCAD SHX Text
238.43
AutoCAD SHX Text
238.52
AutoCAD SHX Text
238.42
AutoCAD SHX Text
238.46
AutoCAD SHX Text
238.44
AutoCAD SHX Text
238.25
AutoCAD SHX Text
238.10
AutoCAD SHX Text
238.09
AutoCAD SHX Text
238.01
AutoCAD SHX Text
237.86
AutoCAD SHX Text
237.77
AutoCAD SHX Text
237.51
AutoCAD SHX Text
238.64
AutoCAD SHX Text
238.39
AutoCAD SHX Text
238.55
AutoCAD SHX Text
238.50
AutoCAD SHX Text
238.54
AutoCAD SHX Text
238.67
AutoCAD SHX Text
238.59
AutoCAD SHX Text
238.67
AutoCAD SHX Text
238.39
AutoCAD SHX Text
238.12
AutoCAD SHX Text
237.98
AutoCAD SHX Text
237.69
AutoCAD SHX Text
237.57
AutoCAD SHX Text
237.36
AutoCAD SHX Text
237.18
AutoCAD SHX Text
237.36
AutoCAD SHX Text
237.49
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.97
AutoCAD SHX Text
238.03
AutoCAD SHX Text
238.00
AutoCAD SHX Text
238.15
AutoCAD SHX Text
238.36
AutoCAD SHX Text
238.67
AutoCAD SHX Text
238.55
AutoCAD SHX Text
238.66
AutoCAD SHX Text
238.68
AutoCAD SHX Text
238.50
AutoCAD SHX Text
238.18
AutoCAD SHX Text
238.22
AutoCAD SHX Text
238.23
AutoCAD SHX Text
238.12
AutoCAD SHX Text
238.02
AutoCAD SHX Text
237.59
AutoCAD SHX Text
237.46
AutoCAD SHX Text
237.26
AutoCAD SHX Text
237.17
AutoCAD SHX Text
238.22
AutoCAD SHX Text
238.47
AutoCAD SHX Text
238.47
AutoCAD SHX Text
238.60
AutoCAD SHX Text
238.38
AutoCAD SHX Text
238.16
AutoCAD SHX Text
237.97
AutoCAD SHX Text
237.78
AutoCAD SHX Text
237.92
AutoCAD SHX Text
238.15
AutoCAD SHX Text
238.08
AutoCAD SHX Text
238.11
AutoCAD SHX Text
238.17
AutoCAD SHX Text
238.33
AutoCAD SHX Text
238.08
AutoCAD SHX Text
237.06
AutoCAD SHX Text
237.15
AutoCAD SHX Text
237.44
AutoCAD SHX Text
237.60
AutoCAD SHX Text
237.59
AutoCAD SHX Text
237.63
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.82
AutoCAD SHX Text
237.92
AutoCAD SHX Text
237.93
AutoCAD SHX Text
237.91
AutoCAD SHX Text
237.90
AutoCAD SHX Text
237.38
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.71
AutoCAD SHX Text
237.60
AutoCAD SHX Text
237.51
AutoCAD SHX Text
237.46
AutoCAD SHX Text
237.43
AutoCAD SHX Text
237.54
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.67
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.62
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.81
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.87
AutoCAD SHX Text
237.87
AutoCAD SHX Text
237.83
AutoCAD SHX Text
237.79
AutoCAD SHX Text
237.82
AutoCAD SHX Text
237.82
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.70
AutoCAD SHX Text
237.64
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.56
AutoCAD SHX Text
237.77
AutoCAD SHX Text
237.04
AutoCAD SHX Text
236.90
AutoCAD SHX Text
236.94
AutoCAD SHX Text
237.00
AutoCAD SHX Text
237.12
AutoCAD SHX Text
237.80
AutoCAD SHX Text
237.45
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.44
AutoCAD SHX Text
237.56
AutoCAD SHX Text
238.02
AutoCAD SHX Text
237.84
AutoCAD SHX Text
237.59
AutoCAD SHX Text
237.52
AutoCAD SHX Text
237.12
AutoCAD SHX Text
237.33
AutoCAD SHX Text
237.34
AutoCAD SHX Text
237.12
AutoCAD SHX Text
237.71
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.75
AutoCAD SHX Text
238.28
AutoCAD SHX Text
238.18
AutoCAD SHX Text
238.06
AutoCAD SHX Text
238.06
AutoCAD SHX Text
237.98
AutoCAD SHX Text
237.73
AutoCAD SHX Text
STMH
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
C of Ditch
AutoCAD SHX Text
L
AutoCAD SHX Text
Approximate
AutoCAD SHX Text
0.1%%C CSP
AutoCAD SHX Text
INVERT=
AutoCAD SHX Text
236.91
AutoCAD SHX Text
INVERT=
AutoCAD SHX Text
236.97
AutoCAD SHX Text
EX.375mm STM375mm STM
AutoCAD SHX Text
EX.300mm WM 300mm WM
AutoCAD SHX Text
EX.750mm SAN 750mm SAN
AutoCAD SHX Text
EX.STM MH STM MH T/G = 237.90 N INV = 235.78 S INV = 235.72
AutoCAD SHX Text
EX.STM CB STM CB T/G = 237.38
AutoCAD SHX Text
N
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
Project No.
AutoCAD SHX Text
Dwg.
AutoCAD SHX Text
Design
AutoCAD SHX Text
Check
AutoCAD SHX Text
Drawn
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Check
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Drawing
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Project
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Z.A.
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N.S.
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Stamp
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YYYY/MMM/DD
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No.
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ISSUE / REVISION
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ISSUED FOR FIRST SUBMISSION
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O
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2018/MAY/22
AutoCAD SHX Text
ELEVATION NOTE: : ELEVATIONS ARE GEODATIC IN ORIGIN DERIVED FROM GPS OBSERVATIONS USING THE "TOPNET" GPS NETWORK AND ARE REFERED TO THE CGVD-1928:1978 DATUM. SURVEY NOTES: : SURVEY COMPLETED BY YOUNG & YOUNG SURVEYING INC. (2016/FEB/16) REFERENCE No.: 16-B6861 BEARINGS ARE UTM GRID, DERIVED FROM RTN OBSERVATIONS UTM ZONE 17, NAD83 (GSRS) (2010.0) DISTANCES ARE GROUND AND CAN BE CONVERTED TO GRID BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996781 BENCHMARK IS TOP NUT OF FIRE HYDRANT ELEVATION=239.93m SITE PLAN NOTES: : DESIGN ELEMENTS ARE BASED ON SITE PLAN BY J GORKA ARCHITECT. DATE:APRIL 10, 2018 APRIL 10, 2018 PROJECT No.: A102 DRAWING NOTES: : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART OF IT WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. DO NOT SCALE THIS DRAWING. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
EX.SAN MH SAN MH T/G = 238.65 NW INV = 236.21 NE INV = 236.13
AutoCAD SHX Text
STOCK PILE
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238.21
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238.08
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238.25
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238.27
AutoCAD SHX Text
238.50
AutoCAD SHX Text
238.54
AutoCAD SHX Text
238.61
AutoCAD SHX Text
238.70
AutoCAD SHX Text
238.62
AutoCAD SHX Text
238.48
AutoCAD SHX Text
238.34
AutoCAD SHX Text
238.20
AutoCAD SHX Text
238.25
AutoCAD SHX Text
238.00
AutoCAD SHX Text
238.11
AutoCAD SHX Text
238.15
AutoCAD SHX Text
238.39
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238.50
AutoCAD SHX Text
238.54
AutoCAD SHX Text
238.69
AutoCAD SHX Text
238.65
AutoCAD SHX Text
238.46
AutoCAD SHX Text
238.44
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238.14
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237.84
AutoCAD SHX Text
237.66
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.49
AutoCAD SHX Text
237.67
AutoCAD SHX Text
237.78
AutoCAD SHX Text
237.92
AutoCAD SHX Text
238.17
AutoCAD SHX Text
238.43
AutoCAD SHX Text
238.52
AutoCAD SHX Text
238.42
AutoCAD SHX Text
238.46
AutoCAD SHX Text
238.44
AutoCAD SHX Text
238.25
AutoCAD SHX Text
238.10
AutoCAD SHX Text
238.09
AutoCAD SHX Text
238.01
AutoCAD SHX Text
237.86
AutoCAD SHX Text
237.77
AutoCAD SHX Text
237.51
AutoCAD SHX Text
238.64
AutoCAD SHX Text
238.39
AutoCAD SHX Text
238.55
AutoCAD SHX Text
238.50
AutoCAD SHX Text
238.54
AutoCAD SHX Text
238.67
AutoCAD SHX Text
238.59
AutoCAD SHX Text
238.67
AutoCAD SHX Text
238.39
AutoCAD SHX Text
238.12
AutoCAD SHX Text
237.98
AutoCAD SHX Text
237.69
AutoCAD SHX Text
237.57
AutoCAD SHX Text
237.36
AutoCAD SHX Text
237.18
AutoCAD SHX Text
237.36
AutoCAD SHX Text
237.49
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.97
AutoCAD SHX Text
238.03
AutoCAD SHX Text
238.00
AutoCAD SHX Text
238.15
AutoCAD SHX Text
238.36
AutoCAD SHX Text
238.67
AutoCAD SHX Text
238.55
AutoCAD SHX Text
238.66
AutoCAD SHX Text
238.68
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238.50
AutoCAD SHX Text
238.18
AutoCAD SHX Text
238.22
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238.23
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238.12
AutoCAD SHX Text
238.02
AutoCAD SHX Text
237.59
AutoCAD SHX Text
237.46
AutoCAD SHX Text
237.26
AutoCAD SHX Text
237.17
AutoCAD SHX Text
238.22
AutoCAD SHX Text
238.47
AutoCAD SHX Text
238.47
AutoCAD SHX Text
238.60
AutoCAD SHX Text
238.38
AutoCAD SHX Text
238.16
AutoCAD SHX Text
237.97
AutoCAD SHX Text
237.78
AutoCAD SHX Text
237.92
AutoCAD SHX Text
238.15
AutoCAD SHX Text
238.08
AutoCAD SHX Text
238.11
AutoCAD SHX Text
238.17
AutoCAD SHX Text
238.33
AutoCAD SHX Text
238.08
AutoCAD SHX Text
237.06
AutoCAD SHX Text
237.15
AutoCAD SHX Text
237.44
AutoCAD SHX Text
237.60
AutoCAD SHX Text
237.59
AutoCAD SHX Text
237.63
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.82
AutoCAD SHX Text
237.92
AutoCAD SHX Text
237.93
AutoCAD SHX Text
237.91
AutoCAD SHX Text
237.90
AutoCAD SHX Text
237.38
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.71
AutoCAD SHX Text
237.60
AutoCAD SHX Text
237.51
AutoCAD SHX Text
237.46
AutoCAD SHX Text
237.43
AutoCAD SHX Text
237.54
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.67
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.62
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.81
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.87
AutoCAD SHX Text
237.87
AutoCAD SHX Text
237.83
AutoCAD SHX Text
237.79
AutoCAD SHX Text
237.82
AutoCAD SHX Text
237.82
AutoCAD SHX Text
237.72
AutoCAD SHX Text
237.70
AutoCAD SHX Text
237.64
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.56
AutoCAD SHX Text
237.77
AutoCAD SHX Text
237.04
AutoCAD SHX Text
236.90
AutoCAD SHX Text
236.94
AutoCAD SHX Text
237.00
AutoCAD SHX Text
237.12
AutoCAD SHX Text
237.80
AutoCAD SHX Text
237.45
AutoCAD SHX Text
237.58
AutoCAD SHX Text
237.44
AutoCAD SHX Text
237.56
AutoCAD SHX Text
238.02
AutoCAD SHX Text
237.84
AutoCAD SHX Text
237.59
AutoCAD SHX Text
237.52
AutoCAD SHX Text
237.12
AutoCAD SHX Text
237.33
AutoCAD SHX Text
237.34
AutoCAD SHX Text
237.12
AutoCAD SHX Text
237.71
AutoCAD SHX Text
237.76
AutoCAD SHX Text
237.75
AutoCAD SHX Text
238.28
AutoCAD SHX Text
238.18
AutoCAD SHX Text
238.06
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238.06
AutoCAD SHX Text
237.98
AutoCAD SHX Text
237.73
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STMH
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CB
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CB
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CB
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C of Ditch
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L
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Approximate
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0.1%%C CSP
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INVERT=
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236.91
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INVERT=
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236.97
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1.0%%%
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1.0%%%
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1.0%%%
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1.0%%%
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1.0%%%
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1.0%%%
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1.0%%%
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1.0%%%
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1.0%%%
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EX.375mm STM375mm STM
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EX.300mm WM 300mm WM
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EX.750mm SAN 750mm SAN
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EX.STM MH STM MH T/G = 237.90 N INV = 235.78 S INV = 235.72
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1.0%%%
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PROPOSED BUILDING FFE=239.50
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5.3%
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EX.STM CB STM CB T/G = 237.38
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N
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TRUE
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Project No.
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Dwg.
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Design
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Check
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Drawn
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Check
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Drawing
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Project
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Z.A.
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N.S.
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Stamp
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YYYY/MMM/DD
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No.
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ISSUE / REVISION
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ISSUED FOR FIRST SUBMISSION
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O
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2018/MAY/22
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ELEVATION NOTE: : ELEVATIONS ARE GEODATIC IN ORIGIN DERIVED FROM GPS OBSERVATIONS USING THE "TOPNET" GPS NETWORK AND ARE REFERED TO THE CGVD-1928:1978 DATUM. SURVEY NOTES: : SURVEY COMPLETED BY YOUNG & YOUNG SURVEYING INC. (2016/FEB/16) REFERENCE No.: 16-B6861 BEARINGS ARE UTM GRID, DERIVED FROM RTN OBSERVATIONS UTM ZONE 17, NAD83 (GSRS) (2010.0) DISTANCES ARE GROUND AND CAN BE CONVERTED TO GRID BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996781 BENCHMARK IS TOP NUT OF FIRE HYDRANT ELEVATION=239.93m SITE PLAN NOTES: : DESIGN ELEMENTS ARE BASED ON SITE PLAN BY J GORKA ARCHITECT. DATE:APRIL 10, 2018 APRIL 10, 2018 PROJECT No.: A102 DRAWING NOTES: : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART OF IT WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. DO NOT SCALE THIS DRAWING. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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