Bruce Beach Municipal Drain - Phase II - Preliminary Drawing Set - Feb 5, 2022

Bruce Beach Municipal Drain Phase II
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1

Bruce Beach Municipal Drain - Phase II - Preliminary Drawing Set - Feb 5, 2022
Source: Bruce Beach Drain | Have Your Say Huron-Kinloss

X PROPOSED OUTLET LOT 42 Z LOT 41 LOT 43 LOT 44 LOT 45 LOT 46 LOT 47 LOT 48 CONCESSION LAKE RANGE Z Z Z LOT 40 CONCESSION LAKE RANGE LAKE RANGE DRIVE BRUCE BEACH ROAD HIGHLAND DRIVE CONCESSION 8
720
85 298
86
87 P. SCHLEGEL (8-263) P. SCHLEGEL (8-265) P SCHLEGEL (8-284) MC LARTY FARMS LTD. (8-330) P. SCHLEGEL (8-253) BRUCELEA POULTRY FARMS LTD. (8-240) A. POLLOCK (8-253-02)
88
8990 91 92 93 87 89 90-293-2 93-39495-2
9596 97 98 99 101 84 86 88 90-3 702 704706710
712
714
716
718
722
724726 92-2 94-2 728 730 732 734 736 738 740 742 744 746 748 750 754 752 756 758 760 762 764 766 768 770 T. DEVOS (8-240-01) SUBSURFACE WATERS DRAINED TO RALPH POLLOCK DRAIN BR. ‘C’ OF THE RALPH POLLOCK DRAIN
BR. ‘B’ OF THE RALPH POLLOCK DRAIN EX. DETENTION FACILITY B.M.1 182.36 B.M.3 182.38 LAKE HURON100 BR. ‘A’ MAIN DRAIN 88-2 B.M.2 182.21 SUBSURFACE WATERS DRAINED TO THE SOUTH X BRUCELEA POULTRY FARMS LTD. (8-239-05) BENCHMARK No. BENCHMARK ELEVATION EXISTING FEATURES: OPEN DRAIN WITH CROSSING AND FLOW DIRECTION DRAIN NAME CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAMELOT/CONCESSION LINE JOHN & JANE SMITH 12-345 (12.3 Ha.) LANDOWNER NAME(S) ASSESSMENT ROLL No. (ABBREVIATED) AREA WITHIN WATERSHED OVERLAND FLOW PATH PROPERTY LINE MAJOR WATERSHED BOUNDARY MINOR WATERSHED BOUNDARY PROPOSED FEATURES: CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAME BENCHMARK LOCATION
C.B. C.B. BRUCE BEACH MUNICIPAL DRAIN - PHASE II DRAWN BY: R.U. M.T. DESIGNED BY: HK-002 DATE: REFERENCE No. DRAWING No. 2022-02-05 CHECKED BY: S.B. No. REVISION DATE (YY-MM-DD) 1 ON-SITE MEETING 21-06-17 HURON WARD 2 INFORMATION MEETING 22-02-05 Watershed Plan 1 OF 5 SCHEDULE OF OWNERSHIP 0 120 240 360 480m PLAN SCALE 1 NOTES: 1. THIS MAP WAS CREATED USING COUNTY OF BRUCE GEOGRAPHIC INFORMATION SYSTEM DIGITAL DATA. BENCHMARK DESCRIPTIONS BENCHMARK No. 1 ELEV.=182.36 TOP NUT OF FIRE HYDRANT 9m SOUTH OF STA. 0+042 (MAIN) BENCHMARK No. 2 ELEV.=182.21 NAIL IN WEST FACE OF HYDRO POLE 2m EAST OF STA. 0+167 (MAIN) BENCHMARK No. 3 ELEV.=182.38 TOP NUT OF FIRE HYDRANT 6m WEST OF STA. 0+352 (MAIN) B.M. 123.45 LEGEND No. NAME ROLL No. CONCESSION 8 298 D. WILLOUGHBY 8-098 D. WILLOUGHBY 8-098-01 D. WILLOUGHBY 8-098-02 MARTYN LANE 85 D. POST 8-099 D. POST 8-099-01 86 S. HARPER 8-100 S. HARPER 8-102-02 87 T. ALTON 8-101 88 M. BEVERIDGE 8-102 89 R. OUTERBRIDGE 8-103 No. NAME ROLL No. BRUCE BEACH ROAD 84 M. RIEKENBRAUCK 8-236-01 86 D. EDWARDS 8-236-02 87 S. HARPER 8-100-01 88 B. SUTTER 8-236-03 88-2 L. BENHAM 8-101-01 89 B. POLLOCK 8-102-01 90 E. MYRICK 8-104 90-2 T. GARDNER 8-103-01 90-3 R. BLACK 8-236-04 E. MYRICK 8-105-01 91 B. MACLENNAN 8-105 92 J. JEFFREYS 8-106 No. NAME ROLL No. 92-2 L. FISHER 8-237 93 G. INGHAM 8-107 93-2 H. MOORE 8-108 93-3 J. PAYNTER 8-108-02 94 C. WOOLFORD 8-109 94-2 H. MOORE 8-237-01 95 R. WRIGHT 8-110 95-2 A. POLLOCK 8-109-01 96 M. CLARK 8-111 M. CLARK 8-111-01 97 T. CLARK 8-112 98 S. GANCEVICH 8-113 99 T. FARELL 8-114 No. NAME ROLL No. 100 B. CLARK 8-115 B. CLARK 8-115-01 101 R. MAC GREGOR 8-116 LAKE RANGE DRIVE 702 M. FINOS 8-238 704 M. FINOS 8-238-01 706 A. MCEWEN 8-239 710 T. BROWN 8-236-10 712 P. MCDONALD 8-236-14 714 C. BOTDEN 8-236-18 716 K. BOTDEN 8-236-22 718 G. JOHANNES 8-236-26 No. NAME ROLL No. 720 J. CARBONE 8-236-30 722 J. ELLIOT 8-236-34 724 J. ELLIOT 8-236-38 726 G. POLLOCK 8-236 728 N. MORRIS 8-253-01 730 D. BELL 8-254-09 732 P. SMITH 8-254-08 734 A. POLLOCK 8-254-07 736 L. CASCIANO 8-254-06 738 M. WALDEN 8-254-03 740 D. DAHMER 8-262-07 742 G. MCDONALD 8-262-06 744 K. MELDRUM 8-262-05 No. NAME ROLL No. 746 M. SAPIRO 8-262-04 748 W. LANDECK 8-262-03 750 G. RUTLEDGE 8-262-02 752 D. JEWETT 8-262-01 754 J. MORTON 8-264 756 M. HENKENHAF 8-264-03 758 M. HENKENHAF 8-264-02 760 F. WIGGERMANN 8-264-01 762 A. BICK 8-265-01 764 B. MOORE 8-265-03 766 G. WILHELM 8-265-04 768 R. CUADRA 8-265-05 770 E. BUSHELL 8-265-06
DRAFT
X X X X X X
0+333 M.H.
C.B. OFFSET
2m WEST
0+282 ⅊ C.B. OFFSET
2m WEST
0+251 C.B.
OFFSET 2m
WEST
0+118 45° BEND
0+107 45° BEND
0+122 C.B.
0+069 J.B.
0+094 C.B.
OFFSET 4m EAST 0+066 ⅊
0+041 C.B.
0+076 30° BEND 0+023 45° BEND 0+010 C.B.
0+117 C.B.
OFFSET 5m EAST
CONCESSION 8 720 298 85 86 87 88 89 90 91 92 93 87 88-2 89 90-2 93-2 93-3 94 95-295 96 97 98 99 101 84 86 88 90-3 702 704 706 710 712 714 716 718 722 724 726 92-2 94-2
C.B. OFFSET
5m WEST
0+103 ⅊ 45° BEND 0+216 E.R.L. C.B.
0+137 C.B.
OFFSET 5m EAST
0+032 D.I.C.B.
0+000
0+087 M.H. B.M.1 182.36 B.M.2 182.21 B.M.3 182.38 0+401 45° BEND 0+403 D.I.C.B. 0+024 LAKE HURON0+218 (MAIN) = 0+000 (‘A’) M.H. 0+331 ⅊ 0+228 ⅊ 0+211 M.H. 100 MAIN DRAIN BR. ‘A’ 0+381 ⅊ BRUCE BEACH ROAD MARTYN LANE (PRIVATE ROAD) CAMERON LANE
0+383
D.I.C.B.
0+394 30° BEND
BRUCE BEACH DRAIN - PHASE I X X X X BENCHMARK No. BENCHMARK ELEVATION EXISTING FEATURES: OPEN DRAIN WITH CROSSING AND FLOW DIRECTION DRAIN NAME CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAMELOT/CONCESSION LINE JOHN & JANE SMITH 12-345 (12.3 Ha.) LANDOWNER NAME(S) ASSESSMENT ROLL No. (ABBREVIATED) AREA WITHIN WATERSHED OVERLAND FLOW PATH PROPERTY LINE MAJOR WATERSHED BOUNDARY MINOR WATERSHED BOUNDARY PROPOSED FEATURES: CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAME BENCHMARK LOCATION
C.B. C.B. BRUCE BEACH MUNICIPAL DRAIN - PHASE II DRAWN BY: R.U. M.T. DESIGNED BY: HK-002 DATE: REFERENCE No. DRAWING No. 2022-02-05 CHECKED BY: S.B. No. REVISION DATE (YY-MM-DD) 1 ON-SITE MEETING 21-06-17 HURON WARD 2 INFORMATION MEETING 22-02-05 Area of Work Plan 2 OF 5 B.M. 1 123.45 NOTES: 1. THIS MAP WAS CREATED USING COUNTY OF BRUCE GEOGRAPHIC INFORMATION SYSTEM DIGITAL DATA. BENCHMARK DESCRIPTIONS BENCHMARK No. 1 ELEV.=182.36 TOP NUT OF FIRE HYDRANT 9m SOUTH OF STA. 0+042 (MAIN) BENCHMARK No. 2 ELEV.=182.21 NAIL IN WEST FACE OF HYDRO POLE 2m EAST OF STA. 0+167 (MAIN) BENCHMARK No. 3 ELEV.=182.38 TOP NUT OF FIRE HYDRANT 6m WEST OF STA. 0+352 (MAIN) No. NAME ROLL No. CONCESSION 8 298 D. WILLOUGHBY 8-098 D. WILLOUGHBY 8-098-01 D. WILLOUGHBY 8-098-02 MARTYN LANE 85 D. POST 8-099 D. POST 8-099-01 86 S. HARPER 8-100 S. HARPER 8-102-02 87 T. ALTON 8-101 88 M. BEVERIDGE 8-102 89 R. OUTERBRIDGE 8-103 No. NAME ROLL No. BRUCE BEACH ROAD 84 M. RIEKENBRAUCK 8-236-01 86 D. EDWARDS 8-236-02 87 S. HARPER 8-100-01 88 B. SUTTER 8-236-03 88-2 L. BENHAM 8-101-01 89 B. POLLOCK 8-102-01 90 E. MYRICK 8-104 90-2 T. GARDNER 8-103-01 90-3 R. BLACK 8-236-04 E. MYRICK 8-105-01 91 B. MACLENNAN 8-105 92 J. JEFFREYS 8-106 No. NAME ROLL No. 92-2 L. FISHER 8-237 93 G. INGHAM 8-107 93-2 H. MOORE 8-108 93-3 J. PAYNTER 8-108-02 94 C. WOOLFORD 8-109 94-2 H. MOORE 8-237-01 95 R. WRIGHT 8-110 95-2 A. POLLOCK 8-109-01 96 M. CLARK 8-111 M. CLARK 8-111-01 97 T. CLARK 8-112 98 S. GANCEVICH 8-113 99 T. FARELL 8-114 No. NAME ROLL No. 100 B. CLARK 8-115 B. CLARK 8-115-01 101 R. MAC GREGOR 8-116 LAKE RANGE DRIVE 702 M. FINOS 8-238 704 M. FINOS 8-238-01 706 A. MCEWEN 8-239 710 T. BROWN 8-236-10 712 P. MCDONALD 8-236-14 714 C. BOTDEN 8-236-18 716 K. BOTDEN 8-236-22 718 G. JOHANNES 8-236-26 No. NAME ROLL No. 720 J. CARBONE 8-236-30 722 J. ELLIOT 8-236-34 724 J. ELLIOT 8-236-38 726 G. POLLOCK 8-236 728 N. MORRIS 8-253-01 730 D. BELL 8-254-09 732 P. SMITH 8-254-08 734 A. POLLOCK 8-254-07 736 L. CASCIANO 8-254-06 738 M. WALDEN 8-254-03 740 D. DAHMER 8-262-07 742 G. MCDONALD 8-262-06 744 K. MELDRUM 8-262-05 No. NAME ROLL No. 746 M. SAPIRO 8-262-04 748 W. LANDECK 8-262-03 750 G. RUTLEDGE 8-262-02 752 D. JEWETT 8-262-01 754 J. MORTON 8-264 756 M. HENKENHAF 8-264-03 758 M. HENKENHAF 8-264-02 760 F. WIGGERMANN 8-264-01 762 A. BICK 8-265-01 764 B. MOORE 8-265-03 766 G. WILHELM 8-265-04 768 R. CUADRA 8-265-05 770 E. BUSHELL 8-265-06 SCHEDULE OF OWNERSHIP 0 30 60 90 120m PLAN SCALE LEGEND
DRAFT
175 176 177 178 179 180 181 182 183 184
0+000
0+020
0+040
0+060
0+080
0+087176 177 178 179 180 181 182 183 184 176 177 178 179 180 181 182 183 184
0+087
0+100
0+117
0+120
0+137
0+140
0+160
0+180 0.25%
178.00
178.22 0.40%
178.22 BRUCE BEACH ROAD
0+093 CONCESSION 8 CONCESSION 8 175 176 177 178 179 180
0+024
0+020
0+000 STA. 0+000 INSTALL HEADWALL
STA. 0+087 INSTALL 3000mmØ M.H.
0+022
0+032
STA. 0+022 INSTALL 1200mmØ H.D.P.E. 21° BEND
STA. 0+032 INSTALL 900mm X 1500mm D.I.C.B. 178.08
STA. 0+093 NORTH ROAD LIMIT
STA. 0+117 INSTALL 600mm X 600mm C.B. OFFSET 5m EAST
STA. 0+137 INSTALL 600mm X 600mm C.B. OFFSET 5m EAST
1.97
3.46
2.57
2.75
3.10
3.46
3.92
4.54
5.27
5.62
4.88
4.10
3.73
3.60
3.52
3.55
3.59
3.57
3.51 178.59 1200mmØ H.D.P.E. PIPE 1050mmØ H.D.P.E. PIPE EX. 150mm WM (APPROX.) LOCATION TO BE CONFIRMED B.M.1 182.36
STM
WM WM
U/G U/G
U/G U/G U/G
U/G
U/G
U/G
HP
HP
O/H O/H O/H O/H O/H O/H
O/H
O/H
O/H
O/H
O/H
TEL TEL TEL FO FO FO WM TEL
WM WM
181.5 WM WM WM WM WM WM WM WM WM
WM
182.0
182.5
183.0
183.5 D. WILLOUGHBY 298 CONCESSION 8 D. WILLOUGHBY D. WILLOUGHBY
UV
U
U
U
U
U/G U/G
0+032 D.I.C.B.
0+022 21° BEND
0+000
0+087 M.H. CONCESSION 8
BRUCE BEACH RD. EDGE OF GRAVEL EDGE OF ASPHALT EDGE OF ASPHALT MAIN DRAIN 1200mmØ H.D.P.E.
0+024 177.0
177.5
178.0
179.0
LAKE HURON EX. GUARDRAIL
MARTYN LANE EX. TREES TO BE REMOVED
X X X X X X X X X EX. FENCE
182.0
182.0
182.0
CONCESSION 8 BRUCE BEACH ROAD
0+117 C.B. OFFSET 5m EASTEDGE OF GRAVEL
EX. GRAVEL DRIVEWAY
EX. GRAVEL DRIVEWAY
EX. GRAVEL DRIVEWAY D. EDWARDS 86 BRUCE BEACH ROAD M. RIEKENBRAUCK 84 BRUCE BEACH ROAD
STM STM
HP
HP O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H
WM
WM WM WM WM WM WM WM WM WM WM WM WM WM
U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G
HP
O/HFO FO FO FO FO FO FO FO FO FO FO FO FO
TEL TEL TEL TEL TEL TEL TEL TEL FO TEL TEL TEL TEL TEL TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL U
FO FO FO FO FO FO
TEL TEL D. WILLOUGHBY D. POST S. HARPER 87 BRUCE BEACH ROAD L. BENHAM 88-2 BRUCE BEACH ROAD
0+137 C.B. OFFSET 5m EAST
U UV
UV
U
U
U 0+087 M.H. B.M.2 182.21 EDGE OF GRAVEL MAIN DRAIN 1050mmØ H.D.P.E.
EX. GRAVEL DRIVEWAY
EX. GRAVEL DRIVEWAY
EX. GRAVEL DRIVEWAY EX. DECK EDGE OF ASPHALT EDGE OF ASPHALT LAKE HURON
CON. 8 LAKE RANGE DRIVE BRUCE BEACH RD. BRUCE BEACH MUNICIPAL DRAIN - PHASE II DRAWN BY: R.U. M.T. DESIGNED BY: HK-002 DATE: REFERENCE No. DRAWING No. 2022-02-05 CHECKED BY: S.B. No. REVISION DATE (YY-MM-DD) 1 ON-SITE MEETING 21-06-17 HURON WARD
2 INFORMATION MEETING 22-02-05 Main Drain Plan & Profile (Sta. 0+000 to Sta. 0+180) 3 OF 5 HORZ. VERT. PROFILE SCALES
0 1.5 3 4.5 6m
0 15 30 45 60m
0 15 30 45 60m PLAN SCALE
STA. 0+087 TO STA. 0+180
SEE DWG. 3 OF 5
STA. 0+000 TO STA. 0+087
SEE DWG. 3 OF 5
STA. 0+180 TO STA. 0+403
SEE DWG. 4 OF 5 NOTES: 1. THIS MAP WAS CREATED USING COUNTY OF BRUCE GEOGRAPHIC INFORMATION SYSTEM DIGITAL DATA. BENCHMARK DESCRIPTIONS BENCHMARK No. 1 ELEV.=182.36 TOP NUT OF FIRE HYDRANT 9m SOUTH OF STA. 0+042 (MAIN) BENCHMARK No. 2 ELEV.=182.21 NAIL IN WEST FACE OF HYDRO POLE 2m EAST OF STA. 0+167 (MAIN) BENCHMARK No. 3 ELEV.=182.38 TOP NUT OF FIRE HYDRANT 6m WEST OF STA. 0+352 (MAIN) BENCHMARK No. BENCHMARK ELEVATION EXISTING FEATURES: OPEN DRAIN WITH CROSSING AND FLOW DIRECTION DRAIN NAME CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAMELOT/CONCESSION LINE JOHN & JANE SMITH 12-345 (12.3 Ha.) LANDOWNER NAME(S) ASSESSMENT ROLL No. (ABBREVIATED) AREA WITHIN WATERSHED OVERLAND FLOW PATH PROPERTY LINE MAJOR WATERSHED BOUNDARY MINOR WATERSHED BOUNDARY PROPOSED FEATURES: CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAME BENCHMARK LOCATION
C.B. C.B. B.M. 1 123.45 KEY PLAN LEGEND NOTE: WATERMAIN LOCATION TO BE CONFIRMED. BRUCE BEACH DRAIN PHASE II ALIGNMENT TO BE ADJUSTED TO ACCOMODATE WATERMAIN.
DRAFT
STA. 0+211 BRANCH ‘A’ ENTERS
INSTALL 1800mmØ MANHOLE 176 177 178 179 180 181 182 176 177 178 179 180 181 182
0+180
0+200
0+220
0+240
0+260
0+280
0+300
0+320
0+340
0+360
0+380
0+400
0+403
1.66% 0.31%
180.25
178.71
179.09
0+211
0+251
0+282
0+326
0+381
0+394
STA. 0+381 PROPERTY LINE BRUCE BEACH ROAD G. POLLOCK 726 LAKE RANGE ROAD
3.51
3.32
3.05
2.80
2.80
2.16
1.98
1.95
2.09
2.23
1.71
1.76
1.92
1.93
1.86
1.72
1.65
1.74
1.84
1.96
2.13
2.26
STA. 0+331 PROPERTY LINE STA. 0+333 INSTALL 1800mmØ MANHOLE
INSTALL 600mm X 600mm C.B. OFFSET 4m EAST
STA. 0+403 INSTALL 900mm X 1500mm D.I.C.B.
STA. 0+251 INSTALL 600mm X 600mm C.B. OFFSET 5m EAST
STA. 0+282 PROPERTY LINE
INSTALL 600mm X 600mm C.B. OFFSET 5m EAST
STA. 0+394 INSTALL 900mmØ H.D.P.E. 30° BEND
178.59
0+333
0+401
STA. 0+401 INSTALL 900mmØ H.D.P.E. 45° BEND
0+218
0+228 STA. 0+228 PROPERTY LINE
0+331 H. MOORE 94-2 BRUCE BEACH ROAD L. FISHER 92-2 BRUCE BEACH ROAD R. BLACK 90-3 BRUCE BEACH ROAD
0+216
STA. 0+216 EAST ROAD LIMIT
INSTALL 900mm X 1200mm C.B. STA. 0+218 INSTALL 1800mmØ MANHOLE B. SUTTER 88 BRUCE BEACH ROAD
178.73
178.74 1050mmØ H.D.P.E. PIPE 900mmØ H.D.P.E. PIPE 0.40%
0+383 STA. 0+383 INSTALL 900mm X 1500mm D.I.C.B. 179.92 EX. 150mm WM (APPROX.) LOCATION TO BE CONFIRMED EX. 600mm (180.96) EX. 150mm WM (APPROX.) LOCATION TO BE CONFIRMED BR. ‘A’
181.0
181.0
181.0
182.0 X
X X BRUCE BEACH ROAD EX. DECK EX. DECK 0+333 M.H. C.B. OFFSET 2m WEST
0+282 ⅊ C.B. OFFSET 2m WEST
0+251 C.B. OFFSET 2m WEST EDGE OF GRAVEL EDGE OF GRAVEL
EX. ASPHALT DRIVEWAY
EX. ASPHALT DRIVEWAY
EX. BRICK DRIVEWAY H. MOORE 94-2 BRUCE BEACH ROAD A. POLLOCK 95-2 BRUCE BEACH ROAD B. SUTTER 88 BRUCE BEACH ROAD L. FISHER 92-2 BRUCE BEACH ROAD R. BLACK 90-3 BRUCE BEACH ROAD M. CLARK G. POLLOCK 726 LAKE RANGE ROAD
HP
HP
HP
O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
WM
WM
WM
WM
WM
WM
U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G U/G
U/G
U/G
U/G
U/G
U
O/H FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
TEL
TEL TEL TEL TEL TEL TEL TEL TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
TEL TEL TEL TEL
TEL
TEL TEL TEL TEL TEL
TEL
TEL
FO
TEL TEL TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
TEL TEL TEL TEL TEL TEL TEL U
U
U
U 0+216 E.R.L. C.B. B. POLLOCK 89 BRUCE BEACH ROAD T. GARDNER 90-2 BRUCE BEACH ROAD E. MYRICK J. PAYNTER 93-3 BRUCE BEACH ROAD
B. MACLENNAN
91 BRUCE BEACH ROAD
J. JEFFREYS 92 BRUCE BEACH ROAD
U
0+394
30° BEND B.M.3 182.38 0+401 45° BEND 0+403 D.I.C.B. MAIN DRAIN 1050mmØ H.D.P.E. MAIN DRAIN 1050mmØ H.D.P.E. MAIN DRAIN 900mmØ H.D.P.E.
BR. ‘A’ EX. 600mmØ H.D.P.E. EX. 900mmØ C.S.P. CULV. 0+218 (MAIN) = 0+000 (‘A’) M.H.
0+331 ⅊
0+228 ⅊
181.5
182.0
181.5
181.5
181.0
182.0
182.5
181.5
0+211 M.H.
0+381 ⅊0+383 D.I.C.B. FINAL DRIVEWAY RESTORATION BY LANDOWNER FINAL DRIVEWAY RESTORATION BY LANDOWNER FINAL DRIVEWAY RESTORATION
181.0 BY LANDOWNER
181.5
181.5
182.0
181.0
181.0 LAKE HURON
CON. 8 LAKE RANGE DRIVE BRUCE BEACH RD. BRUCE BEACH MUNICIPAL DRAIN - PHASE II DRAWN BY: R.U. M.T. DESIGNED BY: HK-002 DATE: REFERENCE No. DRAWING No. 2022-02-05 CHECKED BY: S.B. No. REVISION DATE (YY-MM-DD) 1 ON-SITE MEETING 21-06-17 HURON WARD
2 INFORMATION MEETING 22-02-05 Main Drain Plan & Profile (Sta. 0+180 to Sta. 0+397) 4 OF 5 HORZ. VERT. PROFILE SCALES
0 1.5 3 4.5 6m
0 15 30 45 60m
0 15 30 45 60m PLAN SCALE
STA. 0+000 TO STA. 0+180
SEE DWG. 3 OF 5 BENCHMARK No. BENCHMARK ELEVATION EXISTING FEATURES: OPEN DRAIN WITH CROSSING AND FLOW DIRECTION DRAIN NAME CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAMELOT/CONCESSION LINE JOHN & JANE SMITH 12-345 (12.3 Ha.) LANDOWNER NAME(S) ASSESSMENT ROLL No. (ABBREVIATED) AREA WITHIN WATERSHED OVERLAND FLOW PATH PROPERTY LINE MAJOR WATERSHED BOUNDARY MINOR WATERSHED BOUNDARY PROPOSED FEATURES: CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAME BENCHMARK LOCATION
C.B. C.B. B.M. 1 123.45 NOTES: 1. THIS MAP WAS CREATED USING COUNTY OF BRUCE GEOGRAPHIC INFORMATION SYSTEM DIGITAL DATA. BENCHMARK DESCRIPTIONS BENCHMARK No. 1 ELEV.=182.36 TOP NUT OF FIRE HYDRANT 9m SOUTH OF STA. 0+042 (MAIN) BENCHMARK No. 2 ELEV.=182.21 NAIL IN WEST FACE OF HYDRO POLE 2m EAST OF STA. 0+167 (MAIN) BENCHMARK No. 3 ELEV.=182.38 TOP NUT OF FIRE HYDRANT 6m WEST OF STA. 0+352 (MAIN) KEY PLAN LEGEND NOTE: WATERMAIN LOCATION TO BE CONFIRMED. BRUCE BEACH DRAIN PHASE II ALIGNMENT TO BE ADJUSTED TO ACCOMODATE WATERMAIN.
DRAFT
177 178 179 180 181 182 177 178 179 180 181 182 D. EDWARDS 86 BRUCE BEACH ROAD B. SUTTER 88 BRUCE BEACH ROAD
STA. 0+103 PROPERTY LINE
INSTALL 375mmØ H.D.P.E. 45° BEND
0+122
0+120
0+100
0+080
0+069
0+066
0+060
0+041
STA. 0+069 INSTALL 600mm X 600mm J.B.
INSTALL 600mm X 600mm C.B. OFFSET 5m WEST STA. 0+066 PROPERTY LINE
0+076 STA. 0+076 INSTALL 375mmØ H.D.P.E. 30° BEND
0+094
STA. 0+094 INSTALL 600mm X 600mm C.B. OFFSET 4m EAST
0+103
STA. 0+107 INSTALL 375mmØ H.D.P.E. 45° BEND 0+107
STA. 0+118 INSTALL 375mmØ H.D.P.E. 45° BEND 0+118 M. RIEKENBRAUCK 84 BRUCE BEACH ROAD
STA. 0+122 INSTALL 600mm X 600mm C.B.
1.79%
0.75%
179.45
179.95
180.35
1.87
1.62
1.82
1.47
1.57
1.38
1.72
1.49 450mmØ H.D.P.E. PIPE 375mmØ H.D.P.E. PIPE 177 178 179 180 181 177 178 179 180 181
0+041
0+040
0+020
0+000 STA. 0+000 BRANCH ‘A’ OUTLETS INTO MAIN DRAIN
STA. 0+010 INSTALL 900mm X 1200mm C.B.
0+023
0+010 B. SUTTER 88 BRUCE BEACH ROAD
STA. 0+041 INSTALL 900mm X 1200mm C.B.
STA. 0+023 INSTALL 450mmØ H.D.P.E. 45° BEND 0.37%
179.30
179.45
179.34
1.38
1.42
1.64
2.21
1.33 450mmØ H.D.P.E. PIPE
182.0
182.0
182.0
181.0
0+118 45° BEND
0+107 45° BEND
0+122 C.B.
0+069 J.B.
0+094 C.B. OFFSET 4m EAST
0+066 ⅊
0+076 30° BEND
0+041 C.B. BRANCH ‘A’ EX. DECK EX. SHED EX. DECK EX. SHED T. BROWN 710 LAKE RANGE DRIVE B. SUTTER 88 BRUCE BEACH ROAD D. EDWARDS 86 BRUCE BEACH ROAD M. RIEKENBRAUCK 84 BRUCE BEACH ROAD
STM
C.B. OFFSET 5m WEST
0+103 ⅊ 45° BEND
0+041 C.B. 375mmØ H.D.P.E. 450mmØ H.D.P.E.
EX. GRAVEL DRIVEWAY
EX. GRAVEL DRIVEWAY
EX. GRAVEL DRIVEWAY
181.5
182.0
182.0
181.5
181.5
181.0 181.0 0+041 C.B. T. BROWN 710 LAKE RANGE DRIVE B. SUTTER 88 BRUCE BEACH ROAD R. BLACK 90-3 BRUCE BEACH ROAD
HP
O/H O/H O/H O/H O/H O/H O/H O/H WM WM
WM WM WM WM WM WM WM WM WM
U/G U/G U/G U/G U/G U/G U/G U/G U/G
O/H
FO FO FO FO FO FO FO FO FO TEL
TEL TEL TEL
TEL TEL
TEL
TEL TEL
TEL TEL TEL TEL TEL TEL
TEL
TEL TEL TEL TEL TEL TEL U 0+041 C.B.
BRANCH ‘A’
450mmØ H.D.P.E.
450mmØ H.D.P.E. EX. DECK EX. DECK B. POLLOCK 89 BRUCE BEACH ROAD T. GARDNER 90-2 BRUCE BEACH ROAD T. BROWN 710 LAKE RANGE DRIVE
MAIN DRAIN
0+000 (‘A’) =
0+218 (MAIN)
181.5
0+023 45° BEND
0+010 C.B.
181.5
181.5
181.5
181.0 LAKE HURON
CON. 8 LAKE RANGE DRIVE BRUCE BEACH RD. BRUCE BEACH MUNICIPAL DRAIN - PHASE II DRAWN BY: R.U. M.T. DESIGNED BY: HK-002 DATE: REFERENCE No. DRAWING No. 2022-02-05 CHECKED BY: S.B. No. REVISION DATE (YY-MM-DD) 1 ON-SITE MEETING 21-06-17 HURON WARD
2 INFORMATION MEETING 22-02-05 Branch ‘A’ Plan & Profile5 OF 5 HORZ. VERT. PROFILE SCALES
0 1.5 3 4.5 6m
0 15 30 45 60m
0 15 30 45 60m PLAN SCALE
STA. 0+000 TO STA. 0+041
SEE DWG. 5 OF 5 STA. 0+041 TO STA. 0+122 SEE DWG. 5 OF 5 BENCHMARK No. BENCHMARK ELEVATION EXISTING FEATURES: OPEN DRAIN WITH CROSSING AND FLOW DIRECTION DRAIN NAME CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAMELOT/CONCESSION LINE JOHN & JANE SMITH 12-345 (12.3 Ha.) LANDOWNER NAME(S) ASSESSMENT ROLL No. (ABBREVIATED) AREA WITHIN WATERSHED OVERLAND FLOW PATH PROPERTY LINE MAJOR WATERSHED BOUNDARY MINOR WATERSHED BOUNDARY PROPOSED FEATURES: CLOSED DRAIN WITH CATCH BASIN AND FLOW DIRECTION DRAIN NAME BENCHMARK LOCATION
C.B. C.B. B.M. 1 123.45 NOTES: 1. THIS MAP WAS CREATED USING COUNTY OF BRUCE GEOGRAPHIC INFORMATION SYSTEM DIGITAL DATA. BENCHMARK DESCRIPTIONS BENCHMARK No. 1 ELEV.=182.36 TOP NUT OF FIRE HYDRANT 9m SOUTH OF STA. 0+042 (MAIN) BENCHMARK No. 2 ELEV.=182.21 NAIL IN WEST FACE OF HYDRO POLE 2m EAST OF STA. 0+167 (MAIN) BENCHMARK No. 3 ELEV.=182.38 TOP NUT OF FIRE HYDRANT 6m WEST OF STA. 0+352 (MAIN) KEY PLAN LEGEND
DRAFT

SCHEDULE OF OWNERSHIP 0 120 240 360 480m PLAN SCALE 1 NOTES: 1. THIS MAP WAS CREATED USING COUNTY OF BRUCE GEOGRAPHIC INFORMATION SYSTEM DIGITAL DATA. BENCHMARK DESCRIPTIONS BENCHMARK No. 1 ELEV.=182.36 TOP NUT OF FIRE HYDRANT 9m SOUTH OF STA. 0+042 (MAIN) BENCHMARK No. 2 ELEV.=182.21 NAIL IN WEST FACE OF HYDRO POLE 2m EAST OF STA. 0+167 (MAIN) BENCHMARK No. 3 ELEV.=182.38 TOP NUT OF FIRE HYDRANT 6m WEST OF STA. 0+352 (MAIN) B.M. 123.45 LEGEND

No. NAME ROLL No.
CONCESSION 8
298 D. WILLOUGHBY 8-098
D. WILLOUGHBY 8-098-01
D. WILLOUGHBY 8-098-02
MARTYN LANE
85 D. POST 8-099
D. POST 8-099-01
86 S. HARPER 8-100
S. HARPER 8-102-02

87 T. ALTON 8-101 88 M. BEVERIDGE 8-102 89 R. OUTERBRIDGE 8-103 No. NAME ROLL No.
BRUCE BEACH ROAD
84 M. RIEKENBRAUCK 8-236-01 86 D. EDWARDS 8-236-02 87 S. HARPER 8-100-01 88 B. SUTTER 8-236-03 88-2 L. BENHAM 8-101-01 89 B. POLLOCK 8-102-01 90 E. MYRICK 8-104 90-2 T. GARDNER 8-103-01 90-3 R. BLACK 8-236-04 E. MYRICK 8-105-01 91 B. MACLENNAN 8-105 92 J. JEFFREYS 8-106 No. NAME ROLL No. 92-2 L. FISHER 8-237 93 G. INGHAM 8-107 93-2 H. MOORE 8-108 93-3 J. PAYNTER 8-108-02 94 C. WOOLFORD 8-109 94-2 H. MOORE 8-237-01 95 R. WRIGHT 8-110 95-2 A. POLLOCK 8-109-01 96 M. CLARK 8-111 M. CLARK 8-111-01 97 T. CLARK 8-112 98 S. GANCEVICH 8-113 99 T. FARELL 8-114 No. NAME ROLL No. 100 B. CLARK 8-115 B. CLARK 8-115-01 101 R. MAC GREGOR 8-116 LAKE RANGE DRIVE 702 M. FINOS 8-238 704 M. FINOS 8-238-01 706 A. MCEWEN 8-239 710 T. BROWN 8-236-10 712 P. MCDONALD 8-236-14 714 C. BOTDEN 8-236-18 716 K. BOTDEN 8-236-22 718 G. JOHANNES 8-236-26 No. NAME ROLL No. 720 J. CARBONE 8-236-30 722 J. ELLIOT 8-236-34 724 J. ELLIOT 8-236-38 726 G. POLLOCK 8-236 728 N. MORRIS 8-253-01 730 D. BELL 8-254-09 732 P. SMITH 8-254-08 734 A. POLLOCK 8-254-07 736 L. CASCIANO 8-254-06 738 M. WALDEN 8-254-03 740 D. DAHMER 8-262-07 742 G. MCDONALD 8-262-06 744 K. MELDRUM 8-262-05 No. NAME ROLL No. 746 M. SAPIRO 8-262-04 748 W. LANDECK 8-262-03 750 G. RUTLEDGE 8-262-02 752 D. JEWETT 8-262-01 754 J. MORTON 8-264 756 M. HENKENHAF 8-264-03 758 M. HENKENHAF 8-264-02 760 F. WIGGERMANN 8-264-01 762 A. BICK 8-265-01 764 B. MOORE 8-265-03 766 G. WILHELM 8-265-04 768 R. CUADRA 8-265-05 770 E. BUSHELL 8-265-06

Watershed Plan

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Main Drain Plan & Profile ( pg 1 & 2)

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6d5829410a4e9084fb48d583459a68cc_HK-002-Bruce_Beach_Phase_II-Prelim-Dwg_Set_Page_4
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