City of St. Catharines€¦ · from glen park rd. to linwell rd. city of st. catharines drawing...
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MAYOR DAN DILLON WALTER SENDZIK NO. P16-004 CONTRACT NO. P16-004 DIRECTOR TRANSPORTATION AND & ENVIRONMENTAL SERVICES City of St. Catharines CITY OF ST. CATHARINES STORM SEWER DESIGN RODGER STREET AND SHARON STREET FROM GLEN PARK RD. TO LINWELL RD. DRAWING INDEX COVER PAGE RODGER STREET Sta. 0+910 to Sta. 1+050 17-003-R1 CITY OF ST. CATHARINES FROM GLEN PARK RD. TO LINWELL RD STORM SEWER DESIGN RODGER STREET AND SHARON STREET LOCATION PLAN - NOT TO SCALE RODGER STREET SHARON STREET S1 S2 R1 R2 RODGER STREET Sta. 1+050 to Sta. 1+195 17-003-R2 SHARON STREET Sta. 1+980 to Sta. 2+120 17-003-S1 SHARON STREET Sta. 2+120 to Sta. 2+270 17-003-S2 RODGER STREET AND SHARON STREET TYPICAL CROSS SECTION 17-003-D1 RODGER STREET CROSS SECTIONS 17-003-RXS1 SHARON STREET CROSS SECTIONS 17-003-SXS1
City of St. Catharines€¦ · from glen park rd. to linwell rd. city of st. catharines drawing index cover page rodger street sta. 0+910 to sta. 1+050 17-003-r1 city of st. catharines
NOTE: WATERMAIN PROFILE DRAWN AT 1.5m, BUT ACTUAL DEPTH UNKNOWN
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EX. 150 AC WATERMAIN
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EX. 150 AC WATERMAIN
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BOREHOLE 3
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75mm ASPHALT
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100mm GRANULAR
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FILL: CLAYEY SILT, MOIST
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CLAYEY SILT TILL: MOIST, VERY STIFF TO HARD
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END OF BOREHOLE
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EX. 150 AC WATERMAIN
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EX. 150 AC WATERMAIN
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WAT SER. TOP ELEV= 89.56
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SAN. LAT. TOP ELEV= 88.67
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VER: 1:50
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HOR 1:200
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JUNE 07, 2018
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17-003
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CONSULTING ENGINEERS 98 Church Street St. Catharines, Ontario (905) 688-6550
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1 THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWER AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS AND, WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM. 2 PROPERTY LINES WERE PLOTTED USING REGISTERED PLANS AND BARS LOCATED IN THE FIELD. TO VERIFY THE ACCURACY OF THESE PROPERTY LINES, A LEGAL SURVEY SHOULD BE PERFORMED PRIOR TO CONSTRUCTION. 3 THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED BY THE ENGINEER FOR USE BY OTHERS. USERS OF THESE CAD FILES ASSUME ALL RISK AND RESPONSIBILITY FOR VERIFYING THE CORRECTNESS OF ALL INFORMATION FOR ANY USE.
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NOTES/LEGEND
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BENCHMARK
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CP4: CC IN SIDEWALK AT #321 LINWELL RD. N:4784180.247 E:643487.104 ELEV:91.282 N:4784180.247 E:643487.104 ELEV:91.282 CP11: CC IN SIDEWALK NW CORNER OF RODGER ST. & LINWELL RD. AT #315 LINWELL RD. N:4784150.177 E:643423.694 ELEV:91.246 N:4784150.177 E:643423.694 ELEV:91.246 CP20: CC IN N SIDEWALK ON GLEN PARK RD. EAST OF PRIVATE SIDWALK TO #53 GLEN PARK RD. N:4784419.745 E:643410.555 ELEV:90.596N:4784419.745 E:643410.555 ELEV:90.596
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VERTICAL MONUMENT #9138011: BRASS TABLET SET HORIZONTALLY IN WEST FACE OF CONCRETE FOUNDATION OF AMBULANCE BUILDING OPPOSITE 340 LINWELL RD WEST OF VINE ST.. ELEVATION 91.258
NOTE: WATERMAIN PROFILE DRAWN AT 1.5m, BUT ACTUAL DEPTH UNKNOWN
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EX. 150 AC WATERMAIN
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EX. 150 AC WATERMAIN
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BOREHOLE 4
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75mm ASPHALT
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100mm GRANULAR
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FILL: CLAYEY SILT, MOIST
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CLAYEY SILT TILL: MOIST, VERY STIFF TO HARD
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END OF BOREHOLE
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WAT SER. TOP ELEV= 89.90
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SAN. LAT. TOP ELEV= 88.68
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WAT SER. TOP ELEV= 89.51
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SAN. LAT. TOP ELEV= 88.53
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VER: 1:50
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HOR 1:200
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JUNE 07, 2018
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17-003
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1
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APR/17
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1 THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWER AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS AND, WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM. 2 PROPERTY LINES WERE PLOTTED USING REGISTERED PLANS AND BARS LOCATED IN THE FIELD. TO VERIFY THE ACCURACY OF THESE PROPERTY LINES, A LEGAL SURVEY SHOULD BE PERFORMED PRIOR TO CONSTRUCTION. 3 THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED BY THE ENGINEER FOR USE BY OTHERS. USERS OF THESE CAD FILES ASSUME ALL RISK AND RESPONSIBILITY FOR VERIFYING THE CORRECTNESS OF ALL INFORMATION FOR ANY USE.
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NOTES/LEGEND
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BENCHMARK
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CP4: CC IN SIDEWALK AT #321 LINWELL RD. N:4784180.247 E:643487.104 ELEV:91.282 N:4784180.247 E:643487.104 ELEV:91.282 CP11: CC IN SIDEWALK NW CORNER OF RODGER ST. & LINWELL RD. AT #315 LINWELL RD. N:4784150.177 E:643423.694 ELEV:91.246 N:4784150.177 E:643423.694 ELEV:91.246 CP20: CC IN N SIDEWALK ON GLEN PARK RD. EAST OF PRIVATE SIDWALK TO #53 GLEN PARK RD. N:4784419.745 E:643410.555 ELEV:90.596N:4784419.745 E:643410.555 ELEV:90.596
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VERTICAL MONUMENT #9138011: BRASS TABLET SET HORIZONTALLY IN WEST FACE OF CONCRETE FOUNDATION OF AMBULANCE BUILDING OPPOSITE 340 LINWELL RD WEST OF VINE ST.. ELEVATION 91.258
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CONSULTING ENGINEERS 98 Church Street St. Catharines, Ontario (905) 688-6550
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DRAFTING
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DESIGN
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CHECKED BY
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APPROVED BY
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PROP. EAST SWALE
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LEGEND
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PROP. WEST SWALE
#317
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#4
DWY
#5
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#15
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90.96
91.11
91.1591.13 91.12
91.22
91.04
90.85
91.09 91.09
91.13 91.13
91.22
90.97
90.93
91.02
91.07
91.10 91.10
91.19
90.9090.90
91.00
91.04
91.0791.05
91.07
91.15
91.0191.02
91.0591.04
91.05
91.12
90.9690.98
91.01
91.0391.02 91.03
91.10
90.8290.82
90.92
91.01 91.0291.01
91.00
91.07
90.8890.85
91.05
91.02
90.9690.97
91.07
90.86
90.94
90.98
90.92
90.9790.99
91.07
90.79
90.84
90.90
90.84
90.96
90.99
91.07
90.78
90.82
90.8790.84
90.94 90.95
91.02
90.6990.67
90.86
90.77
90.87 90.88
90.97
90.72
90.69
90.82
90.77
90.87 90.87
90.96
90.7390.7590.75
90.77
90.84
90.86
90.92
90.70
90.7890.76
90.78
90.8390.85
90.91
90.68
90.79
90.7690.78
90.8290.84
90.90
90.70
90.68
90.7490.77
90.79
90.82
90.87
90.68
90.63
90.7290.74
90.75
90.79
90.84
90.6690.68 90.68
90.74
90.80
90.85
90.60
90.6790.65
90.75
90.80
90.85
90.61
90.6690.64
90.73
90.76
90.84
90.35
90.6490.66
90.69 90.69
90.81
90.22
90.63
90.6790.65 90.65
90.75
90.92
90.98
91.04
91.0791.0791.08
91.16
90.90
91.03
90.9790.9790.98
91.07
90.9390.9290.92
91.03
90.9590.97
90.98
91.07
90.83
90.93
90.87
90.97
90.99
91.08
90.8590.88
90.86
90.95 90.96
91.03
90.74
90.79
90.87
90.77
90.91 90.91
91.00
90.72
90.80
90.77
90.8590.86
90.94
90.7590.74
90.76
90.79
90.82
90.85
90.89
90.70 90.70
90.73
90.79
90.84
90.63
90.6690.65
90.75
90.78
90.85
#3
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#7
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#6
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91.11
91.02
90.64
90.58
90.48
90.28
90.17
90.91
90.93
90.91
90.81
90.75
90.71
90.62
90.54
517-003 - R-XS1
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STORM & ROAD RECONSTRUCTION
CITY OF ST. CATHARINES
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CROSS SECTIONS
GLEN PARK RD TO LINWELL ROAD
RODGER ST
KERRY T. HOWE ENGINEERING LTD.
City of St. Catharines
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1:100
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JUNE 07, 2018
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17-003
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APR/17
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LB
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JUL/17
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REV.
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1 THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWER AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS AND, WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM. 2 PROPERTY LINES WERE PLOTTED USING REGISTERED PLANS AND BARS LOCATED IN THE FIELD. TO VERIFY THE ACCURACY OF THESE PROPERTY LINES, A LEGAL SURVEY SHOULD BE PERFORMED PRIOR TO CONSTRUCTION. 3 THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED BY THE ENGINEER FOR USE BY OTHERS. USERS OF THESE CAD FILES ASSUME ALL RISK AND RESPONSIBILITY FOR VERIFYING THE CORRECTNESS OF ALL INFORMATION FOR ANY USE.
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NOTES/LEGEND
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BENCHMARK
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CP4: CC IN SIDEWALK AT #321 LINWELL RD. N:4784180.247 E:643487.104 ELEV:91.282 N:4784180.247 E:643487.104 ELEV:91.282 CP11: CC IN SIDEWALK NW CORNER OF RODGER ST. & LINWELL RD. AT #315 LINWELL RD. N:4784150.177 E:643423.694 ELEV:91.246 N:4784150.177 E:643423.694 ELEV:91.246 CP20: CC IN N SIDEWALK ON GLEN PARK RD. EAST OF PRIVATE SIDWALK TO #53 GLEN PARK RD. N:4784419.745 E:643410.555 ELEV:90.596N:4784419.745 E:643410.555 ELEV:90.596
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VERTICAL MONUMENT #9138011: BRASS TABLET SET HORIZONTALLY IN WEST FACE OF CONCRETE FOUNDATION OF AMBULANCE BUILDING OPPOSITE 340 LINWELL RD WEST OF VINE ST.. ELEVATION 91.258
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CONSULTING ENGINEERS 98 Church Street St. Catharines, Ontario (905) 688-6550
NOTE: WATERMAIN PROFILE DRAWN AT 1.5m, BUT ACTUAL DEPTH UNKNOWN
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EX. 150 TS WATERMAIN
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EX. 150 TS WATERMAIN
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BOREHOLE 1
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75mm ASPHALT
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100mm GRANULAR
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FILL: CLAYEY SILT, MOIST
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CLAYEY SILT TILL: MOIST, VERY STIFF TO HARD
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END OF BOREHOLE
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SAN. LAT. TOP ELEV=88.97
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WAT SER. TOP ELEV=89.91
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VER: 1:50
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HOR 1:200
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JUNE 07, 2018
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17-003
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1
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APR/17
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CP4: CC IN SIDEWALK AT #321 LINWELL RD. N:4784180.247 E:643487.104 ELEV:91.282 N:4784180.247 E:643487.104 ELEV:91.282 CP1: CC IN SIDEWALK AT #12 SHARON STREET, JUST SOUTH OF THE BEND IN THE SIDEWALK. N:4784220.110 E:643532.238 ELEV:91.249 N:4784220.110 E:643532.238 ELEV:91.249 CP10: CC IN N SIDEWALK ON GLEN PARK RD. AT #63 GLEN PARK RD. EAST OF HPLS. N:4784472.514 E:643515.506 ELEV:90.595N:4784472.514 E:643515.506 ELEV:90.595
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1 THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWER AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS AND, WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM. 2 PROPERTY LINES WERE PLOTTED USING REGISTERED PLANS AND BARS LOCATED IN THE FIELD. TO VERIFY THE ACCURACY OF THESE PROPERTY LINES, A LEGAL SURVEY SHOULD BE PERFORMED PRIOR TO CONSTRUCTION. 3 THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED BY THE ENGINEER FOR USE BY OTHERS. USERS OF THESE CAD FILES ASSUME ALL RISK AND RESPONSIBILITY FOR VERIFYING THE CORRECTNESS OF ALL INFORMATION FOR ANY USE.
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NOTES/LEGEND
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BENCHMARK
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VERTICAL MONUMENT #9138011: BRASS TABLET SET HORIZONTALLY IN WEST FACE OF CONCRETE FOUNDATION OF AMBULANCE BUILDING OPPOSITE 340 LINWELL RD WEST OF VINE ST.. ELEVATION 91.258
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CONSULTING ENGINEERS 98 Church Street St. Catharines, Ontario (905) 688-6550
NOTE: WATERMAIN PROFILE DRAWN AT 1.5m, BUT ACTUAL DEPTH UNKNOWN
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BOREHOLE 2
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75mm ASPHALT
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150mm GRANULAR
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CLAYEY SILT TILL: MOIST, VERY STIFF TO HARD
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END OF BOREHOLE
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EX. 150 AC WATERMAIN
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EX. 150 AC WATERMAIN
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EX. 150 AC WATERMAIN
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EX. 150 AC WATERMAIN
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WAT SER. TOP ELEV=89.28
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SAN. LAT. TOP ELEV= 88.58
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WAT SER. TOP ELEV= 89.63
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SAN. LAT. TOP ELEV= 88.53
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WAT SER. TOP ELEV= 89.85
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VER: 1:50
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HOR 1:200
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JUNE 07, 2018
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17-003
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1
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ISSUED FOR REVIEW
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APR/17
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JUL/17
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REVISED AS PER COMMENTS
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4
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ISSUED FOR MOE
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JUNE/18
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JH
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5
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JUNE/18
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JH
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KTH
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KTH
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LB/JH
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NO.
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REVISION
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DATE
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INIT.
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REF. No.
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DWG No.
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CONSULTANT FILE No.
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SCALE
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DATE
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REV.
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CP4: CC IN SIDEWALK AT #321 LINWELL RD. N:4784180.247 E:643487.104 ELEV:91.282 N:4784180.247 E:643487.104 ELEV:91.282 CP1: CC IN SIDEWALK AT #12 SHARON STREET, JUST SOUTH OF THE BEND IN THE SIDEWALK. N:4784220.110 E:643532.238 ELEV:91.249 N:4784220.110 E:643532.238 ELEV:91.249 CP10: CC IN N SIDEWALK ON GLEN PARK RD. AT #63 GLEN PARK RD. EAST OF HPLS. N:4784472.514 E:643515.506 ELEV:90.595N:4784472.514 E:643515.506 ELEV:90.595
AutoCAD SHX Text
1 THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWER AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS AND, WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM. 2 PROPERTY LINES WERE PLOTTED USING REGISTERED PLANS AND BARS LOCATED IN THE FIELD. TO VERIFY THE ACCURACY OF THESE PROPERTY LINES, A LEGAL SURVEY SHOULD BE PERFORMED PRIOR TO CONSTRUCTION. 3 THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED BY THE ENGINEER FOR USE BY OTHERS. USERS OF THESE CAD FILES ASSUME ALL RISK AND RESPONSIBILITY FOR VERIFYING THE CORRECTNESS OF ALL INFORMATION FOR ANY USE.
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NOTES/LEGEND
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BENCHMARK
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VERTICAL MONUMENT #9138011: BRASS TABLET SET HORIZONTALLY IN WEST FACE OF CONCRETE FOUNDATION OF AMBULANCE BUILDING OPPOSITE 340 LINWELL RD WEST OF VINE ST.. ELEVATION 91.258
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CONSULTING ENGINEERS 98 Church Street St. Catharines, Ontario (905) 688-6550
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DRAFTING
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DESIGN
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CHECKED BY
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APPROVED BY
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PROP. EAST SWALE
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LEGEND
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PROP. WEST SWALE
#1
DWY
#15
DWY
#15
DWY
#14
DWY
#17
DWY
#16
DWY
#19
DWY
#20
DWY
91.1691.17
91.20
91.23 91.22
91.36
91.08
91.27
91.20
91.28 91.29
91.40
90.98
91.14
91.18
91.2191.24
91.27
91.35
91.06
91.11
91.14
91.17
91.21 91.20
91.29
90.98
91.06
91.1491.14
91.20
91.16
91.26
91.01
90.98
91.1191.11
91.16 91.16
91.27
91.02
91.08
91.04
91.0991.11
91.12
91.20
90.96
91.0391.01
91.07 91.08
91.04
91.16
90.92
91.0091.01
91.0591.06
91.03
91.15
90.9190.89
91.00
90.96
91.05
91.02
91.16
90.8490.83
91.00
90.93
91.0491.03
91.17
90.86
90.81
90.99
90.92
91.06
91.08
91.19
90.86
90.78
90.9290.92
90.89
90.95
91.01
91.11
90.80
90.8590.8790.87
90.96 90.95
91.06
90.78
90.8790.86
90.93 90.94
91.04
90.73
90.86
90.82
90.86
90.89
90.98
90.80
90.77
90.84
90.78
90.84
90.88
90.97
90.78
90.74
90.84
90.74
90.82
90.88
90.97
90.75
90.70
90.83
90.73
90.82
90.87
90.96
90.69
90.6390.63
90.81
90.71
90.80
90.84
90.96
90.57
90.74
90.69
90.78
90.81
90.92
90.65
90.76
90.71
90.81 90.81
90.93
90.68
90.41
90.71
90.65
90.71
90.80
90.88
90.37
90.25
90.66
90.60
90.6590.66
90.74
91.14 91.14
91.21 91.22
91.25
91.32
91.1191.14 91.14
91.2091.21
91.23
91.30
91.0591.07
91.09
91.15
91.24
91.0491.06 91.07
91.09
91.1291.14
91.23
90.99
91.02
91.10 91.09 91.10
91.17
90.87
90.96
90.88
91.04
91.07
91.17
90.8390.85
90.8990.87
90.98 90.97
91.08
90.75
90.8690.85
90.87
90.9090.90
90.99
90.67
90.78
90.71
90.8190.82
90.94
#3
DWY
#2
DWY
#3
DWY
#4
DWY
#5
DWY
#7
DWY
#6
DWY
90.93
91.0090.99
91.05
91.02
91.15
#9
DWY
#8
DWY
#11
DWY
#10
DWY
#13
DWY
#12
DWY
91.24
91.17
90.81
90.83
90.70
90.66
#7
DWY
91.11
91.05
91.13
91.06
90.91
90.85
90.68
90.94
517-003 - S-XS1
----
STORM & ROAD RECONSTRUCTION
CITY OF ST. CATHARINES
----
CROSS SECTIONS
GLEN PARK RD TO LINWELL ROAD
SHARON ST
KERRY T. HOWE ENGINEERING LTD.
City of St. Catharines
AutoCAD SHX Text
1:100
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JUNE 07, 2018
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17-003
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1
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ISSUED FOR REVIEW
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APR/17
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LB
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2
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REISSED FOR REVIEW
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JUL/17
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LB
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3
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REVISED AS PER COMMENTS
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JUNE/18
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JH
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4
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ISSUED FOR MOE
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JUNE/18
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JH
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5
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ISSUED FOR REVIEW
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JUNE/18
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JH
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NO.
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REVISION
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DATE
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INIT.
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REF. No.
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DWG No.
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CONSULTANT FILE No.
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SCALE
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DATE
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REV.
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CP4: CC IN SIDEWALK AT #321 LINWELL RD. N:4784180.247 E:643487.104 ELEV:91.282 N:4784180.247 E:643487.104 ELEV:91.282 CP1: CC IN SIDEWALK AT #12 SHARON STREET, JUST SOUTH OF THE BEND IN THE SIDEWALK. N:4784220.110 E:643532.238 ELEV:91.249 N:4784220.110 E:643532.238 ELEV:91.249 CP10: CC IN N SIDEWALK ON GLEN PARK RD. AT #63 GLEN PARK RD. EAST OF HPLS. N:4784472.514 E:643515.506 ELEV:90.595N:4784472.514 E:643515.506 ELEV:90.595
AutoCAD SHX Text
1 THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWER AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS AND, WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM. 2 PROPERTY LINES WERE PLOTTED USING REGISTERED PLANS AND BARS LOCATED IN THE FIELD. TO VERIFY THE ACCURACY OF THESE PROPERTY LINES, A LEGAL SURVEY SHOULD BE PERFORMED PRIOR TO CONSTRUCTION. 3 THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED BY THE ENGINEER FOR USE BY OTHERS. USERS OF THESE CAD FILES ASSUME ALL RISK AND RESPONSIBILITY FOR VERIFYING THE CORRECTNESS OF ALL INFORMATION FOR ANY USE.
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NOTES/LEGEND
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BENCHMARK
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VERTICAL MONUMENT #9138011: BRASS TABLET SET HORIZONTALLY IN WEST FACE OF CONCRETE FOUNDATION OF AMBULANCE BUILDING OPPOSITE 340 LINWELL RD WEST OF VINE ST.. ELEVATION 91.258
AutoCAD SHX Text
CONSULTING ENGINEERS 98 Church Street St. Catharines, Ontario (905) 688-6550
AutoCAD SHX Text
DRAFTING
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DESIGN
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CHECKED BY
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APPROVED BY
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PROP. EAST SWALE
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LEGEND
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PROP. WEST SWALE
100mm TOP SOIL
AND SOD MINIMUM
TRENCH REISTATEMENT
SEE DETAIL - BELOW
100mm HL8 HS
INSTALL 150mmØ SUBDRAIN
WITH FILTER SOCK,
SEE DETAIL - BELOW.
EP
EP
TYPICAL CROSS-SECTION FOR
RODGER STREET AND SHARON STREET
Linwell Rd to Glen Park Rd
SCALE 1:50
90.91
PRECAST CONCRETE
CATCH BASIN
AS PER OPSD 705.010
200mm PVC LEAD (DR 35)
200mm
LEAD
PVC DR35 STORM MAIN
0.50m MILLING
INSTALL 150mmØ SUBDRAIN
WITH FILTER SOCK,
SEE DETAIL - BELOW.
PRECAST CONCRETE
CATCH BASIN
AS PER OPSD 705.010
100mm TOP SOIL
AND SOD MINIMUM
1
12
ROAD REINSTATEMENT
100mm HL8 HS (MATCH EXISTING,
50mm MINIMUM TO MAXIMUM 100mm)
GRANULAR 'A' BEDDING AND
COVER AS PER OPSD 802.010
GRANULAR 'A' BACKFILL
100% COMPACTED TO MIN DRY
DENSITY IN 300mm LAYERS
RODGER STREET AND SHARON STREET
ASPHALT TRENCH REINSTATEMENT
SCALE 1:25
0.50m
MILLING
0.50m
MILLING
VARIES
SEE PLAN
EXISTING
SIDEWALK
EXISTING
ROAD
CENTRELINE
PROPOSED SWALE.
SEE PLAN FOR
LOCATION & ELEVATION
0.30m
WIDE
0.40m
TO TOP OF
SUBDRAIN
20mmØ CLEARSTONE
WITH GEOTEXTILE WRAP.
150mmØ PERFORATED SUBDRAIN
WITH FILTER WRAP
RODGER STREET AND SHARON STREET
SWALE & SUBDRAIN INSTALLATION
SCALE 1:25
REGRADE EXISTING
DITCH & BOULEVARD
WITH MINIMUM
100mm TOPSOIL & SOD
150mmØ PERFORATED SUBDRAIN
WITH FILTER WRAP
20mmØ CLEARSTONE
WITH GEOTEXTILE WRAP.
MINIMUM
100mm TOPSOIL
& SOD
DRIVEWAY
SWALE
SWALE
FLOW
x G
RA
DE
x G
RA
DE
VORTEX CB
9x9" VORTEX CB PIT
COMPLETE WITH
CONCAVE GRATE
VORTEX CB
CONNECT WITH
100mmØ MOLE PIPE FEMALE ADAPTOR
& MOLE PIPE TEE
TO THE PROPOSED 150mmØ SUBDRAIN
DRIVEWAY SURFACE
AS PER PLAN & SPECIFICATIONS
GRANULAR `A' BACKFILL
TO CLEARSTONE MINIMUM
RODGER STREET AND SHARON STREET
SWALE AT VORTEX CB INSTALLATION
SCALE 1:25
1.00m
WIDE
MATCH EXISTING
EDGE OF PAVEMENT
ELEVATIONS
MATCH EXISTING
SIDEWALK ELEVATIONS
SEE PLAN
FOR GRADES
& SLOPES
0.40m
TO TOP OF
SUBDRAIN
0.30m
CLEAR
STONE
TERRAFIX 20R OR
APPROVED EQUAL
(300mm OVERLAP)
0.30m
CLEAR
STONE
150mmØ SUBDRAIN
150mmØ SUBDRAIN
FULL ROAD 50mm MILLING
AND 50mm HL3 HS
TO BE COMPLETED IN SPRING 2019
517-003 - D1
----
STORM & ROAD RECONSTRUCTION
CITY OF ST. CATHARINES
----
TYPICAL CROSS SECTIONS
GLEN PARK RD TO LINWELL ROAD
RODGER ST AND SHARON ST
KERRY T. HOWE ENGINEERING LTD.
City of St. Catharines
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EX. SW
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EX. SW
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AS NOTED
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JUNE 07, 2018
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17-003
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1
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ISSUED FOR REVIEW
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APR/17
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LB
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2
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REISSED FOR REVIEW
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JUL/17
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LB
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3
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REVISED AS PER COMMENTS
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JUNE/18
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JH
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4
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ISSUED FOR MOE
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JUNE/18
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JH
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5
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ISSUED FOR REVIEW
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JUNE/18
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JH
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KTH
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KTH
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LB/JH
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NO.
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REVISION
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DATE
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INIT.
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REF. No.
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DWG No.
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CONSULTANT FILE No.
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SCALE
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DATE
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REV.
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1 THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWER AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS AND, WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR SHALL INFORM HIMSELF OF THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE TO THEM. 2 PROPERTY LINES WERE PLOTTED USING REGISTERED PLANS AND BARS LOCATED IN THE FIELD. TO VERIFY THE ACCURACY OF THESE PROPERTY LINES, A LEGAL SURVEY SHOULD BE PERFORMED PRIOR TO CONSTRUCTION. 3 THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. KERRY T. HOWE ENGINEERING LTD. ASSUMES NO LIABILITY FOR USE IN ANY OTHER WAY. CAD FILES OF THIS DRAWING ARE NOT CERTIFIED BY THE ENGINEER FOR USE BY OTHERS. USERS OF THESE CAD FILES ASSUME ALL RISK AND RESPONSIBILITY FOR VERIFYING THE CORRECTNESS OF ALL INFORMATION FOR ANY USE.
AutoCAD SHX Text
NOTES/LEGEND
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BENCHMARK
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CP4: CC IN SIDEWALK AT #321 LINWELL RD. N:4784180.247 E:643487.104 ELEV:91.282 N:4784180.247 E:643487.104 ELEV:91.282 CP11: CC IN SIDEWALK NW CORNER OF RODGER ST. & LINWELL RD. AT #315 LINWELL RD. N:4784150.177 E:643423.694 ELEV:91.246 N:4784150.177 E:643423.694 ELEV:91.246 CP20: CC IN N SIDEWALK ON GLEN PARK RD. EAST OF PRIVATE SIDWALK TO #53 GLEN PARK RD. N:4784419.745 E:643410.555 ELEV:90.596N:4784419.745 E:643410.555 ELEV:90.596
AutoCAD SHX Text
VERTICAL MONUMENT #9138011: BRASS TABLET SET HORIZONTALLY IN WEST FACE OF CONCRETE FOUNDATION OF AMBULANCE BUILDING OPPOSITE 340 LINWELL RD WEST OF VINE ST.. ELEVATION 91.258
AutoCAD SHX Text
CONSULTING ENGINEERS 98 Church Street St. Catharines, Ontario (905) 688-6550
