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⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT

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Page 1: ⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT
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PROJECT
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(TO BE REMOVED) FUTURE
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69.0-200 SA-0.74%
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(ABANDONED & GROUTED IN PLACE)
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OS1129
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SIB
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CV241
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CV242
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WV
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OS1130
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OS1114
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OS1085
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WV
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OS1128
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WV
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WV
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FH
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WV
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IB
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SIB
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OS1091
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WV
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OS1087
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CV272
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CV157
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RIB
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CV220
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WV
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WV
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FH
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WV
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WV
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FH
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CV273
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CV221
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200 CI WM
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200 CI WM
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300 PVC WM
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200 PVC WM
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200 DI WM
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150 DI WM
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200 PVC WM
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150 CI WM
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100 CI WM
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150 DI WM
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150 DI WM
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200 SA
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85.3-675 SA
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39.3-250 SA
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83.4-200 SA
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48.4-250 SA
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82.0-200 SA
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69.0-450 ST
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18.3-250 ST
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48.8-300 ST
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147.0-1200 ST
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82.3-525 ST
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115.4-450 SA
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73.5-250 SA
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72.8-300 SA
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53.5-450 SA
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39.6-2250 ST
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28.4-1200 ST
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16.4-1050 ST
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30.2-200 SA
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37.6-900 SA
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164.6-900 SA
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lined 92.8-375 ST
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80.2-200 SA
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59.6-200 SA
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112.0-450 SA
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50.0-450 SA
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112.0-450 SA-0.24%
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71.8-450 SA-0.08%
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900 SA
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80.0-900 SA
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1200 ST
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675 SA
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83.4-200 SA
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57.0-975-ST
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164.6-900 SA
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221.0-900 SA
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53.5-450 SA
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164.6-900-SA
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109.1-450-SA
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192.0 1050-ST
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192.0 1050-ST
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147.0-1200 ST
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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150-ST-2.0%-3.0%
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250-ST
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250-ST
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153.4-1200 ST
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CB 232.311 200 W
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70.3-250 SA
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2A160
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CO
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CON. R.W.
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150 CI WM
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SA-PDC
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57.0-975-ST
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OS1115
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22.3-200 ST
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250 SA PDC-3.33%
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SA-PDC
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SA-PDC
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200 WM
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200 WM
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SA203 (2400 )
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON) FUTURE PROJECT
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(FUTURE TO ABANDON)
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98.9-1200 SA-0.11%
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98.9-1200 SA-0.11%
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18.0-675 SA-0.10%
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13.0-200 SA-0.62%
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SA202 (2400 )
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ST102 (3600 )
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ST103 (3600 )
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103.0-2100 ST-0.10%
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(22.0m± EX 900SA TO ABANDON & GROUT IN PLACE)
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SA216
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(TO REMAIN)
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27.7-600 ST-0.35%
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600 CAP
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26.5-750 ST-0.90%
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R=18.5
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R=4.5
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R=15
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R=9.0
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R=9.0
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R=9.0
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R=9.0
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R=11.0
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R=15.0
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R=6.5
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R=11.5
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1.5 C/SWK
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1.5 C/SWK
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PLUG
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CONNECT
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ST INV EL 230.54
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1.5 C/SWK
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CICB
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CICB
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45°BEND
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200 WV
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45°BEND
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22.5°BEND
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200 WM
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200 WM
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FH
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EX 1.5 SWK
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200x100 REDUCER
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200 WM
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200x200 x150 'T'
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22.5°BEND
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150 WM
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CBMH
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0+210.0
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CICB
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CBMH
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0+342.5
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CICB
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0+342.5
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675 SA
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0+210.0
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LS2
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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675 SA
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SA203 A (2400 )
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7.5-900 SA-1.0%
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MAILBOXES
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R=10
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R=9.0
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200x150 REDUCER
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45°BEND
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15.0-250 SA-1.0%
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17.0-1200 SA-0.08%
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MATCH INTO EXIST C/L OF ROAD 0+210.0
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22.5°BENDS
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300 LEAD
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250 LEAD
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2.5-450 SA RELIEF PIPE-6.0%
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450 RELIEF PIPE,CHECK VALVE (W. OUTLET)
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600 CHECKVALVE (E. INLET)
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150 WV
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200 WV
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2100mm x 450mm 'T'
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LS1
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CICB
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0+523.5
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CICB
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T/G 233.60 0+523.5
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CICBs
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103.0-2100 ST-0.10%
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CICB
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1.5 C/SWK
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CICB
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CICB
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CICB
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900 SA-0.10%
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EXIST. CONC C&G
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EX EDGE OF ASPHALT
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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ABAND
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(FUTURE)
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(FUTURE)
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8.0-200 SA-0.63%
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R=9.0
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CICB
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T/G 234.265 0+481.5
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T/G 236.050
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T/G 235.900
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T/G 235.820
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T/G 235.860
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R=23
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750 CHECKVALVE (E. INLET)
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R=7.5
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R=8.0
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CICB
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CICB
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(FUTURE)
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(FUTURE)
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(FUTURE)
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(TO ABANDON) GROUT IN PLACE)
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(TO REMAIN)
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(TO ABANDON GROUT IN PLACE)
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CICBMH
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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216067 CAVENDISH CRESCENT CONTRACT No.9 2019 INFRASTRUCTURE RENEWAL PROGRAM-(RFT19-13)
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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NOV,2018
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DATE
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APPROVED
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CHECKED
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DRAWN BY
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DESIGN
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(519) 672-4100 -- N6A 1A8
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ENGINEERS
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SPRIET ASSOCIATES
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155 YORK STREET -- LONDON
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CONSULTING
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LONDON
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LIMITED
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2019 INFRASTRUCTURE RENEWAL PROGRAM
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216067
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PUM
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N.T.S.
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HORZ.
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PUM
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FOR 2019 WORKS
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TO MOUNT PLEASANT AVE. & CHARLES ST INTER.
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CONTRACT No.9 CAVENDISH CRESCENT
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PROJECT CONSTRUCTION LIMITS
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CAVENDISH CRES.T & WYATT ST. INTER.
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MOUNT PLEASANT AVENUE
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PROPOSED 2100 STORM
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CAVENDISH
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CRESCENT
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CHARLES STREET
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RIVERSIDE DRIVE
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PROJECT CONSTRUCTION LIMITS FOR 2019 WORKS
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FUTURE PROJECT
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PROJECT CONSTRUCTION LIMITS FOR 2019 WORKS
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FUTURE PROJECT
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LIMIT OF PROPOSED 2019 SEWER INSTALLATION
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PROPOSED STORM / SANITARY SEWERS & WATERMAIN
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WALNUT STREET
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CAVENDISH CRESCENT (E.LEG)
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ST. JOSEPH CHALDEAN CATHOLIC CHURCH
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MN 89
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APARTMENT BUILDING
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MN 85
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PROPOSED 2100 STORM
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PROPOSED 2100 STORM
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PROPOSED 300 WATERMAIN
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PROPOSED 200 WATERMAIN
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PROPOSED 1200 SANITARY
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PROPOSED 1200 SANITARY
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PROPOSED 1200 SANITARY
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EXISTING 1200 SANITARY
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EXISTING 2100 STORM
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EXISTING 600 STORM & CHECK VALVE
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EXISTING 750 STORM & CHECK VALVE
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PROPOSED 450 STORM STUB & CHECK VALVE
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PROPOSED 750 STORM STUB & CHECK VALVE
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PROPOSED 200 WATERMAIN
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PROPOSED CONCRETE SIDEWALK
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PROPOSED CONCRETE SIDEWALK
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PROPOSED CONCRETE SIDEWALK
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PROPOSED CONCRETE CURB & GUTTER
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PROPOSED CONCRETE CURB & GUTTER
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%%U LEGEND
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PROPOSED STORM SEWER
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PROPOSED SANITARY SEWER
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PROPOSED WATERMAIN
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C.O.L. WORKS YARD
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WYATT STREET
Page 2: ⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT

M:\MUN\216067 - 2017 ILRP - Assignment C - Cavendish Crescent\_216067-C3D\PRODUCTION DRAWINGS\216067-12 typical X-SECTIONS-phase 2.dwg, 11/27/2018 11:38:07 AM

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X-SECTION STA. 0+380
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CAVENDISH CRESCENT
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X-SECTION STA. 0+260
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CAVENDISH CRESCENT
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ROW(W)
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ROW(E)
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ROW(E)
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ROW(W)
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EXISTING
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900 SA
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EXISTING
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450 SA
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EXISTING
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250 SA
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EXISTING
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250 SA
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EXISTING
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900 SA
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EXISTING
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450 SA
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PROP. 1200
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TRUNK SA
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PROP.
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2100 ST
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PROP.
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2100 ST
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PROP. 1200
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TRUNK SA
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CAVENDISH
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PARK
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EXISTING
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EMBANKMENT
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EX. STEEP VEGETATED
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EMBANKMENT
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EX. STEEP VEGETATED
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PROP.
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200 WM
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C/L EXIST.
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150%%C DI
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WATERMAIN
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(TO ABANDON)
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(TO REMOVE)
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(TO ABANDON)
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(TO REMOVE)
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(TO ABANDON)
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RET. WALL
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EX. CONC.
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EX. GUARDRAIL(TO REMAIN)
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PROP. TRENCH
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BOX CONSTRUCTION
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(MIN. 3.66m HEIGHT)
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PROP. TRENCH
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BOX CONSTRUCTION
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PROP. TRENCH
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BOX CONSTRUCTION
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PROP. TRENCH
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1
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1
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1
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1
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EX. 14 STOREY
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APT. BUILDING
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MN. 85
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COMPLEX
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(TO BE REMOVED)
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(TO BE REMOVED)
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C
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OF CONSTRUCTION
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C
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OF CONSTRUCTION
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SL
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EXIST.
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SL
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RELOCATED
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4.30%
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2.92%
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-2.13%
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-3.38%
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238
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238
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239
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239
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240
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240
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241
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241
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ROW(S)
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ROW(N)
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C
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OF CONSTRUCTION
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0.614
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0.600
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0.600
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X-SECTION STA. 0+480
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MT. PLEASANT AVENUE
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BTUC
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(APPROX.)
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TVUC
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(APPROX.)
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100 GAS
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BTUC
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PROP.
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2100 ST
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PROP. 1200
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TRUNK SA
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EXISTING
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900 SA
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EXISTING
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200 SA
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C/L EXIST.
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150%%C CI
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WATERMAIN
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(TO REMOVE)
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PROP. 3m x 150mm SUB DRAINS @ CB LOCATIONS (TYPICAL)
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150mm TOPSOIL AND
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BLVD. TREATMENT TO BE
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SODDING (TYP.)
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CURB & GUTTER
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OPSD - 600.010
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PROP. CONCRETE
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50mm HL8
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150mm GRAN.'A'
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40mm HL3
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350mm GRAN.'B'
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3.00%
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3.00%
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150mm TOPSOIL AND
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BLVD. TREATMENT TO BE
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SODDING (TYP.)
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TO REMAIN
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(TYPICAL)
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EXIST. GROUND
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1
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1
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2.00%
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2.00%
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18.00%
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-2.00%
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-2.00%
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2.00%
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15.00%
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-2.00%
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-2.00%
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TVUC
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(APPROX.)
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0.400
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0.600
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0.600
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50mm HL8
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150mm GRAN.'A'
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40mm HL3
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350mm GRAN.'B'
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150mm GRAN.'A'
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TO BE:
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OF ASPHALT LANE/DWY
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TYPICAL RESTORATION
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150mm TOPSOIL AND
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BLVD. TREATMENT TO BE
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SODDING (TYP.)
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PROP. 3m x 150mm%%C
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SUB DRAINS @ CB
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LOCATIONS (TYPICAL)
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EXISTING GROUND
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LOC'N VARIES
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MATCH INTO
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TO REMAIN
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(TYPICAL)
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EXIST. GROUND
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CURB & GUTTER
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OPSD - 600.010
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PROP. CONCRETE
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3.00%
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3.00%
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EXISTING GROUND
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LOC'N VARIES
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MATCH INTO
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241
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242
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241
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242
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225
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226
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225
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226
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HYDRO
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EASEMENT
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100 GAS
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0.400
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0.600
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0.600
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50mm HL8
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150mm GRAN.'A'
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40mm HL3
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350mm GRAN.'B'
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CURB & GUTTER
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OPSD - 600.010
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PROP. CONCRETE
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150mm TOPSOIL AND
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BLVD. TREATMENT TO BE
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SODDING (TYP.)
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PROP. 3m x 150mm%%C
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SUB DRAINS @ CB
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LOCATIONS (TYPICAL)
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EXISTING GROUND
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LOC'N VARIES
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MATCH INTO
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150mm TOPSOIL AND
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BLVD. TREATMENT TO BE
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SODDING (TYP.)
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-15
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15
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241
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242
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241
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242
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225
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226
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225
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226
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0
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5
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10
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0
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-5
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-10
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-15
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15
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PROP. TRENCH
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BOX CONSTRUCTION
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(MIN. 3.66m HEIGHT)
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PROP.
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300 WM
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INSTALL 35.0m INSULATION 50mm THICK x 1.2m WIDE CENTERED UNDER PROP 300 PVC WM AS PER W-CS-68
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(TO REMAIN)
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REFER TO BELL DESIGN
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DRGS. FOR MH & DUCT
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REHABILITATION DETAILS.
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(TO ABANDON)
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(TO REMOVE)
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50mm HL3C
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0.700
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MIN.
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0.700
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MIN.
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0.900
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0.300
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0.300
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AT BACK OF SWK
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0.30m FLAT
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AT BACK OF SWK
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0.30m FLAT
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CONNECT INTO EX. SAN PDC (TYP.)
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EXISTING
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SA-PDC
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SCB
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ALL NEW SCB'S TO BE INSTALLED 0.3m ON ROAD SIDE OF ROW.
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TYPICAL CROSS SECTIONS
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CAVENDISH CRESCENT
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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216067 SHT No.12 CAVENDISH CRESCENT X-SECTIONS CONTRACT No.9 2019 INFRASTRUCTURE RENEWAL PROGRAM - (RFT19-13)
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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NOV,2018
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DATE
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APPROVED
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CHECKED
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DRAWN BY
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DESIGN
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0.5
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0
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1m
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VERTICAL
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HORIZONTAL
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2.5m
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0
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5.0m
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CONTRACT No.9 CAVENDISH CRESCENT
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(519) 672-4100 -- N6A 1A8
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ENGINEERS
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SPRIET ASSOCIATES
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155 YORK STREET -- LONDON
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CONSULTING
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LONDON
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LIMITED
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REVISED AS PER C.O.L. COMMENTS
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CSL
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PM
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CSL
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CSL
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X-SECTIONS
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NOV,2018
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SPRIET
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HORZ.
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1:100
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1:100
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VERT.
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12
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216067
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1.
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2019 INFRASTRUCTURE RENEWAL PROGRAM
Page 3: ⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT
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250mm TOPSOIL.
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Compact, brown, silty fine SAND.
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Loose, brown, fine SAND, some silt.
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Compact, grey, fine SAND, some silt, saturated.
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Compact, grey, silty SAND and GRAVEL, saturated.
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Compact, grey SILT, clayey layers, saturated.
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13
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7
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28
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11
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12
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0
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1
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2
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3
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4
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BH-23-16
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BLOWS/0.3M
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90mm ASPHALT
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Compact, brown, sand and gravel FILL.
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Compact, to loose, brown silt and sand FILL, trace brick fragments.
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Compact, brown, SAND, traces of silt and gravel.
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Dense to compact, brown, SAND and GRAVEL, trace of silt.
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Hard, grey, silty CLAY till.
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16
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13
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9
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5
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10
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34
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29
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39
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34
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0
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1
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2
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3
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4
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5
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6
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7
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BH-17-16
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BLOWS/0.3M
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8
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36
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450mm Granular FILL.
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Loose, dark brown to black, sandy silt and topsoil FILL.
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Compact, brown, sand and gravel FILL, glass and brick fragments.
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Loose, dark brown, silty sand FILL, some topsoil.
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Loose to very loose, brown, silty SAND to sandy SILT, silt seams.
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Very loose, gey SAND and SILT, trace sea shells, seams of peat and marl.
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Very stiff, grey, silty CLAY till.
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End of Borehole. Borehole open and dry at completion.
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10
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14
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7
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4
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7
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5
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2
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24
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0
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1
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2
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3
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4
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5
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6
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7
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BH-19-16
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BLOWS/0.3M
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Loose, dark brown to black, sand, cinders and silt FILL, coal and brick fragments.
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Loose, brown, sandy SILT, saturated.
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Loose, brown, SAND, trace to some silt.
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Compact, brown, SAND and GRAVEL, trace silt.
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10
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8
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6
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4
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0
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1
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2
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3
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4
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5
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6
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7
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5
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3
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5
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13
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BH-26-16
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BLOWS/0.3M
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8
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9
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12
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25
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Very stiff, brown becoming grey at 8.0m depth, silty CLAY till.
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200mm TOPSOIL.
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Very loose, brown, sand FILL, some silt.
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Bricks and mortar FILL.
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End of Borehole due to refusal. Borehole open and dry at completion.
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2
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1
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1
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2
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0
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50/
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4"
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0
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1
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2
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3
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4
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BH-20-16
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BLOWS/0.3M
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130mm TOPSOIL.
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Very loose, brown, sand and ash FILL.
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Loose, brown, sand FILL, trace to some cinders, ash and slag.
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Loose brown becoming grey at 5.6m depth, sandy SILT, lower organic clayey seams.
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Stiff, grey, silty CLAY till.
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2
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6
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8
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8
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12
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0
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1
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2
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3
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4
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5
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6
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7
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BH-25-16
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BLOWS/0.3M
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8
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13
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230mm TOPSOIL.
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Compact, brown, sandy silt FILL, trace topsoil, brick and asphalt fragments.
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Compact to loose, grey, silty SAND, trace shell fragments.
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End of Borehole. Water level at 1.5m depth at completion.
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24
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20
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8
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0
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1
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BH-24-16
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BLOWS/0.3M
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115mm ASPHALT over 380mm granular FILL.
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Loose to compact, brown, sand FILL, some silt to silty.
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Compact, brown to black, silty TOPSOIL, some sand.
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Loose to compact, brown SAND and SILT.
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Dense, brown, SAND and GRAVEL, trace silt.
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Very stiff, grey, silty CLAY till.
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8
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12
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4
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5
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5
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11
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34
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12
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24
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0
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1
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2
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3
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4
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5
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6
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7
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BH-18-16
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BLOWS/0.3M
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8
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C/L CAVENDISH CRESCENT
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(EAST LEG)
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EX. C/L OF ROAD PROFILE
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EX. GROUND PROFILE
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THAMES RIVER
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SAMH OS1564 E LID 233.730 P.S.
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SAMH OS1564 W LID 233.854 P.S.
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OS1133 SLUICE GATE HSE. GEAR HSE.
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EXIST P.S. LOCATION
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EX 900 SA OVERFOLW OUTLET OS5001
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50.0-450 SA-0.02%
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37.8-1050 SA-0.37%
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13.7-1050 SA-0.36%
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5.6-150 SA-0.20%
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8.6-900 SA-4.76%
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57.6-900 SA-0.35%
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28.0-900 SA-0.68%
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45.6-900 SA-0.50%
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13.1-500 SA-1.14%
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112.0-450 SA-0.24%
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2.5-450 SA-1.99%
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EX 1200 SA E-W ALONG N BANK
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EX 1050 SA OVERFOLW OUTLET OS5002 T/W EL 230.846
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1050 SA OUTLET INV EL 228.579
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ABANDONED 1050 SA 0.35%± TO SLUICEGATE/GEAR HSE
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EX. GROUND PROFILE
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EX. GROUND PROFILE
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INTERP. FUTURE TVP (SOLID)
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TVP
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RAIL
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900 SA OUTLET INV EL 229.16
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HEADWALL OPSD 804.040
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250 YEAR FLOOD - 236.25
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100 YEAR FLOOD - 235.61
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200 SA DROP
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THAMES RIVER W/L EL 229.49 MAR.9.2017
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OVER STM SWR.
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FINISHED C/L OF ROAD (SOLID)
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TOP OF 200 PVC WM 1.70m COVER (TYP.)
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45° BEND
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(2400%%C)
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(DOG HSE.)
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CONCRETE HEADWALL AS PER OPSD 804.040 C/W GRATING OPSD 804.050 & BARRICADE OPSD 980.101
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SAFETY LANDING SW 2.5
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SAFETY LANDING SW 2.5
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ST101
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SAFETY LANDING SW 2.5
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26.0-2100 ST-0.11%
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57.5-2100 ST-0.11%
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FUTURE TVP FILL REQUIRED (HATCH)
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1050 SA CONNECTION TO 1200 SA
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2 YEAR FLOOD - 232.47
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(3600%%C)
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(1200 TEE MH)
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MANUFACTURED 2100mm x 450mm 'T'
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600 CHECK VALVEAT ST102 (E. INLET)
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450 RELIEF PIPE WITHCHECK VALVE AT SA202 (W. OUTLET)
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STORM CHANNEL-0.50%
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CONCRETE CRADLE OVER EX. 1200 SA SWR, 5.0m x 7.7m (SEE SHT.#4 FOR DETAILS)
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x EL. 234.60
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x EL. 235.48
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x EL. 235.73
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x EL.235.63
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x EL. 234.88
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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98.9-1200 SA-0.11%
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103.0-2100 ST-0.10%
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104.0-1200 SA-0.11%
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x EL. 235.66
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x EL. 235.35
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x EL. 235.14
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x EL. 235.40
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x EL. 235.46
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227.225 1200
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End of Borehole. At completion of drilling, water level at 6.1m depth on Dec. 6/16 and on April 3/17.
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9
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65
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End of Borehole. At completion of drilling, water level at 6.1m depth on Dec. 6/16 and at 5.5m depth on April 13/17.
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28
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End of Borehole. At completion of drilling, water level at 4.6m depth on Nov. 25/16 and at 3.7m depth on April 3/17.
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End of Borehole. At completion of drilling borehole dry and open on Dec. 7/16 and water level at 5.5m depth on April 3/17.
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Hard, grey, clayey SILT to silty CLAY till.
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Very stiff, grey, silty CLAY till.
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56
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48
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28
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5
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6
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7
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End of Borehole. Water level in well within borehole at 1.8m depth on Jan, 16/17 and at 2.1m on April 18/17.
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0+110
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0+052.5
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229.17
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1200N&S
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0+026.5
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230.16 450W RELIEF
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230.01 450E
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RELIEF
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MH
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MH
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MH
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SL
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Mtl POST
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OS1135
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OS1366
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LBS
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LTS
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OS1086
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OS1564
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OS1131
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OS2053
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GRAV
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OS1130
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ASPH
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HP/SL
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TS
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TS
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TS
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Wd POST
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GRAV
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LBS
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LBS
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LBS
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LTS
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LTS
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LTS
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LBS
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WALLT
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WALLT
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WALLT
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LBS
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LTS
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LTS
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LTS
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LTS
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566
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567
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568
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569
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570
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571
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571
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561
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560
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559
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550
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549
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548
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0.40 Dia
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0.20 Dia
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0.20 Dia
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0.20 Dia
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0.20 Dia
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0.90 Dia
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0.20 Dia
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0.30 Dia
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0.80 Dia
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0.80 Dia
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0.40 Dia
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0.60 Dia
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0.70 Dia
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0.60 Dia
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0.40 Dia
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0.40 Dia
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0.20 Dia
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0.30 Dia
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0.50 Dia
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0.50 Dia
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0.50 Dia
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0.50 Dia
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0.60 Dia
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0.20 Dia
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0.20 Dia
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0.30 Dia
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0.30 Dia
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0.40 Dia
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0.40 Dia
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0.40 Dia
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0.40 Dia
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1.00 Dia
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1.50 Dia
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1.50 Dia
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1.50 Dia
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MN 115
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MN 124
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B/SLOPE
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T/SLOPE
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T/SLOPE
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B/SLOPE
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T/SLOPE
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WOOD
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50 GAS
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200 SA
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CONC
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CONC
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T/SLOPE
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B/SLOPE
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T/SLOPE
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T/SLOPE
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B/SLOPE
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T/SLOPE
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B/SLOPE
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T/SLOPE
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B/SLOPE
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57.6-900 SA
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28.0-900 SA
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36.8-1050 SA
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50.0-450 SA
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8.5-1050 SA
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112.0-450 SA-0.24%
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900 SA
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500 SA
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67.4-1200 SA-0.16%
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2.5-450 SA-1.99%
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37.8-1050 SA-0.37%
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??-150 SA-0.20%
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300 SA CROSSING THAMES
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675 SA
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EX CLF
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EX CLF
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BH 23
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BH 25
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BH 26
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BH 18
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BH 19
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BH 20
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BH 17
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BH 21
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14.5m
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SA-PDC
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SA-PDC
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900 SA
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BN
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BN
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701
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707
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716
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715
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713
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714
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712
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717
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708
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709
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710
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711
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721
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720
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718
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719
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727
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728
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729
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731
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730
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732
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0.10 Dia.
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0.10 Dia.
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0.20 Dia.
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0.60 Dia.
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0.20 Dia.
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0.90 Dia.
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0.30 Dia.
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ORNAMENTAL WELL
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EX 1.5 SWK
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EX 1.5 SWK
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50 GAS
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50 GAS
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760 SA FORCEMAIN
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MN 115
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50 GAS
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50 GAS
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50 GAS
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50 GAS
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GARDEN
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TVUC
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50 GAS
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50 GAS
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APPROX LOC'N EXIST P.S., AS LOCATED
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200 WM
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(TO ABANDON)
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SA201 (3000 )
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98.9-1200 SA-0.11%
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104.0-1200 SA-0.11%
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13.0-200 SA-0.62%
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SA202 (2400 )
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ST102 (3600 )
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0+026.5
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103.0-2100 ST-0.10%
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58.5-2100 ST-0.11%
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26.0-2100 ST-0.11%
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8.00
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8.00
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SA216
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27.7-600 ST-0.35%
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600 CAP
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THAMES RIVER
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COL WORKS YARD
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R=18.5
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R=11.5
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1.5 C/SWK
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NOTE: NOTE: 1. ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS PROJECT MUST BE INSTALLED WITH TRENCH BOX SHORING SYSTEMS TO MINIMIZE EXCAVATIONS LIMITS. MIN. HEIGHT OF TRENCH BOXES SHALL BE 3.66m (12 ft.) 2. ACCESS TO THE THAMES RIVER TO CONSTRUCT ALL ACCESS TO THE THAMES RIVER TO CONSTRUCT ALL PROP. SEWERS AND OUTLET STRUCTURE SHALL BE FROM CAVENDISH CRESCENT AND WITHIN THE WESTERLY 14.0m WITHIN THE EXISTING R.O.W.
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EX. OUTLET STRUCTURE ABANDONED
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EX. OUTLET STRUCTURE
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3.5m WIDE GRANULAR LANEWAY (150'A', 350'B')
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18.29 EX. UNOPENED
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18.29 EX. UNOPENED
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1.5 C/SWK
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CICB
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CICB
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45°BEND
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200 WV
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45°BEND
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22.5°BEND
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200 WM
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200 WM
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FH
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EX 1.5 SWK
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200x100 REDUCER
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2H:1V
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(GROUT IN PLACE)
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(GROUT IN PLACE)
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(GROUT IN PLACE)
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(GROUT IN PLACE)
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(GROUT IN PLACE)
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(GROUT IN PLACE)
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2H:1V
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2100 11.25° BEND
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STM OUTLET STRUCTURE INV EL 229.14
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HP/SL P39960
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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675 SA
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ST101 (2100 x 1200 MH TEE)
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(GROUT IN PLACE)
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22.5°BENDS
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3H:1V
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3H:1V
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3H:1V
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2.5-450 SA RELIEF PIPE-6.0%
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450 RELIEF PIPE,CHECK VALVE (W. OUTLET)
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600 CHECKVALVE (E. INLET)
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2100mm x 450mm 'T'
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HGUY
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HGUY
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HP P39961
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LS1
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MATCH INTO EXIST CURB
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6.60
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6.60
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REMOVE EX CAP & INSTALL PROP 1200 ST101, CONNECT 600 STORM SEWER& BENCH COMPLETE
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H
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S
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FUTURE PROJECT
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1.5 C/SWK
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1.5 C/SWK
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INSTALL CONC. CURB OPSD 600.010
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INSTALL 1.5m CONC/SWK
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EXIST. CONC C&G
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(TO ABANDON GROUT IN PLACE)
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ABAND
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9
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HYDRO EASEMENT
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ST121 (1200 )
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8.0-200 SA-0.63%
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CC45-2.44m x 4.88m CABLE CONCRETE MATS C/W STAINLESS STEEL CABLE CLAMPS AS SUPPLIED BY INTERNATIONAL EROSION CONTROL SYSTEMS INC. OUTLET CHANNEL 2H:1V SLOPES (TYP)
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CONCRETE CAP OVER EX. 1200 SA SWR
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CONCRETE HEADWALL AS PER OPSD 804.040 C/W GRATING OPSD 804.050 & BARRICADE OPSD 980.101
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(GROUT IN PLACE)
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NOTE: NOTE: REFER TO DWGs. SA1-SA2 FOR EX. SAN SEWER REMOVALS & GROUTING
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(FUTURE)
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(FUTURE)
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(FUTURE)
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(FUTURE)
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(FUTURE)
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(FUTURE)
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(FUTURE)
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236.17
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236.11
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235.21
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235.51
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234.89
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235.30
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234.69
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235.40
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234.86
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235.85
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235.05
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EXISTING PUMPING STATION TO BE REMOVED
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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216067 SHT No.1 CAVENDISH CRESCENT CONTRACT No.9 2019 INFRASTRUCTURE RENEWAL PROGRAM-(RFT19-13)
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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NOV,2018
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DATE
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APPROVED
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CHECKED
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DRAWN BY
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DESIGN
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0.5
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0
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1m
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VERTICAL
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HORIZONTAL
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2.5m
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0
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5.0m
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(519) 672-4100 -- N6A 1A8
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ENGINEERS
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SPRIET ASSOCIATES
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155 YORK STREET -- LONDON
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CONSULTING
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LONDON
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LIMITED
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2019 INFRASTRUCTURE RENEWAL PROGRAM
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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SEWER
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INVERT
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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SEWER
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INVERT
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SEWER
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STATION
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C/L
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SEWER
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INVERT
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SEWER
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STATION
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216067
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1
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VERT.
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1:50
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1:250
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HORZ.
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216067-01
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CSL
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CSL
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JDA
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JDA
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228
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227
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236
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235
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234
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233
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232
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231
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CAVENDISH CRESCENT
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THAMES RIVER TO
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68.0m N OF CAVENDISH CRESCENT (E.LEG)
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CONTRACT No.9 CAVENDISH CRESCENT
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CAVENDISH CRESCENT
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230
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229
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228
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227
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236
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235
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234
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233
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232
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231
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230
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229
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CONC PIPE CLASS 'B-1' BEDDING
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CONC PIPE CLASS 'B-1' BEDDING
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TYPE 1 BEDDING
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200 WM - PVC CLASS 150 DR-18
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CLASS 'B-1' BEDDING
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SEE SHEET No.2
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PROP. CONC CURB OPSD 600.010 PHASE 2 (2019)
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PROP. 1.5m CONC SWK PHASE 2 (2019)
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PROP. 40mm HL3 TOP LIFT & PADDING AS REQ'D. TO SAW CUT PHASE 2 (2019)
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SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
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PRELIMINARY
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INSTALL x3 REMOVABLE BOLLARDS ACROSS MAINTENANCE ACCESS ROADWAY AS PER C.O.L. DETAIL SPO-6.3
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INSTALL CONCRETE SWK. 15.0m LENGTH x 1.5m WIDE x 150mm THICK ACROSS WORKS YARD DRIVEWAY
Page 4: ⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT
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125mm ASPHALT over 300mm Granular FILL.
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Compact to loose, brown, sand FILL, some silt to silty, trace gravel.
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Loose, brown, silty sand FILL, topsoil seams.
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Loose, brown, SAND and SILT, lower clayey seams.
AutoCAD SHX Text
Compact, brown, SAND, some silt and gravel.
AutoCAD SHX Text
Compact to loose, grey SAND, traces of silt and shell fragments.
AutoCAD SHX Text
17
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4
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6
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6
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5
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18
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10
AutoCAD SHX Text
5
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0
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1
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2
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3
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4
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5
AutoCAD SHX Text
6
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7
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BH-14-16
AutoCAD SHX Text
BLOWS/0.3M
AutoCAD SHX Text
End of Borehole. Water level in well within borehole at 5.4 m depth on Jan. 16/17 and at 4.9m on April 18/17.
AutoCAD SHX Text
100mm ASPHALT over 200mm Granular FILL.
AutoCAD SHX Text
Compact to loose, brown, silty sand FILL, trace gravel.
AutoCAD SHX Text
Silty TOPSOIL.
AutoCAD SHX Text
Loose, brown SILT, clayey seams and sand seams.
AutoCAD SHX Text
Compact to dense, brown, SAND and GRAVEL, trace silt.
AutoCAD SHX Text
End of Borehole. Water level at 6.1m depth at completion on Dec, 7/16 and water level in well within borehole at 5.54m depth on April 18/17.
AutoCAD SHX Text
20
AutoCAD SHX Text
7
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
11
AutoCAD SHX Text
28
AutoCAD SHX Text
44
AutoCAD SHX Text
0
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1
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2
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3
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4
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5
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6
AutoCAD SHX Text
7
AutoCAD SHX Text
BH-15-16
AutoCAD SHX Text
BLOWS/0.3M
AutoCAD SHX Text
8
AutoCAD SHX Text
52
AutoCAD SHX Text
100mm ASPHALT over 200mm Granular FILL.
AutoCAD SHX Text
Loose, grey to black, silty sand FILL, topsoil and cinder seams, glass fragments.
AutoCAD SHX Text
Loose, dark brown to black, clayey SILT and SAND, topsoil seams, marl seams, trace shell fragments.
AutoCAD SHX Text
Loose to compact, grey, sandy SILT to silty SAND, upper silt seams, lower sand and gravel seams.
AutoCAD SHX Text
Hard, grey, clayey SILT till.
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
8
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11
AutoCAD SHX Text
37
AutoCAD SHX Text
0
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1
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2
AutoCAD SHX Text
3
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4
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5
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6
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7
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BH-16-16
AutoCAD SHX Text
BLOWS/0.3M
AutoCAD SHX Text
8
AutoCAD SHX Text
44
AutoCAD SHX Text
90mm ASPHALT
AutoCAD SHX Text
Compact, brown, sand and gravel FILL.
AutoCAD SHX Text
Compact, to loose, brown silt and sand FILL, trace brick fragments.
AutoCAD SHX Text
Compact, brown, SAND, traces of silt and gravel.
AutoCAD SHX Text
Dense to compact, brown, SAND and GRAVEL, trace of silt.
AutoCAD SHX Text
Hard, grey, silty CLAY till.
AutoCAD SHX Text
16
AutoCAD SHX Text
13
AutoCAD SHX Text
9
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
34
AutoCAD SHX Text
29
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39
AutoCAD SHX Text
34
AutoCAD SHX Text
0
AutoCAD SHX Text
1
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2
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3
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4
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5
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6
AutoCAD SHX Text
7
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BH-17-16
AutoCAD SHX Text
BLOWS/0.3M
AutoCAD SHX Text
8
AutoCAD SHX Text
36
AutoCAD SHX Text
C/L WALNUT
AutoCAD SHX Text
STREET
AutoCAD SHX Text
C/L WYATT
AutoCAD SHX Text
STREET
AutoCAD SHX Text
EX. C/L OF ROAD PROFILE
AutoCAD SHX Text
EX. C/L OF ROAD PROFILE
AutoCAD SHX Text
71.8-450 SA-0.08%
AutoCAD SHX Text
115.4-450 SA-0.14%
AutoCAD SHX Text
39.3-250 SA-0.36%
AutoCAD SHX Text
48.4-250 SA-0.36%
AutoCAD SHX Text
70.3-250 SA-0.45%
AutoCAD SHX Text
164.6-900 SA-0.12%
AutoCAD SHX Text
80.1-900 SA-0.05%
AutoCAD SHX Text
112.0-450 SA-0.24%
AutoCAD SHX Text
98.9-1200 SA-0.11%
AutoCAD SHX Text
PROP 200 SA DROP
AutoCAD SHX Text
PROP 200 SA DROP
AutoCAD SHX Text
PROP 450 SA DROP E
AutoCAD SHX Text
103.0-2100 ST-0.10%
AutoCAD SHX Text
CICB's
AutoCAD SHX Text
CICB's
AutoCAD SHX Text
MATCH EXISTING C/L OF ROAD (2019 PHASE 2 CONSTRUCTION)
AutoCAD SHX Text
FINISHED C/L OF ROAD (SOLID)
AutoCAD SHX Text
TOP OF 200 PVC WM 1.70m MIN. COVER (TYP.)
AutoCAD SHX Text
200x200 X200 'T'
AutoCAD SHX Text
22.5° BEND
AutoCAD SHX Text
ELEVATION OF THE EXIST 200 PVC E&W IS TO BE CONFIRMED IN THE FIELD.
AutoCAD SHX Text
CONNECT TO EXIST 200 PVC C/W ALL NECESSARY FITTINGS, 2 RESTRAINTS TYPICAL
AutoCAD SHX Text
(2400%%C)
AutoCAD SHX Text
(1200%%C)
AutoCAD SHX Text
(2400%%C)
AutoCAD SHX Text
(2400%%C)
AutoCAD SHX Text
INSTALL SAFETY LANDING SW 2.5
AutoCAD SHX Text
INSTALL SAFETY LANDING SW 2.5
AutoCAD SHX Text
SAFETY LANDING SW 2.5
AutoCAD SHX Text
INSTALL SAFETY LANDING SW 2.5
AutoCAD SHX Text
50 GM E
AutoCAD SHX Text
50 GM E
AutoCAD SHX Text
50 GM E
AutoCAD SHX Text
50 GM E
AutoCAD SHX Text
50 GM E
AutoCAD SHX Text
BTUC E
AutoCAD SHX Text
PROP 450 SA DROP W
AutoCAD SHX Text
(2400%%C)
AutoCAD SHX Text
SA203A
AutoCAD SHX Text
7.5-900 SA-1.0%
AutoCAD SHX Text
15.0-250 SA-1.0%
AutoCAD SHX Text
200x150 REDUCER
AutoCAD SHX Text
45° BEND
AutoCAD SHX Text
45° BEND
AutoCAD SHX Text
INSTALL SAFETY LANDING SW 2.5
AutoCAD SHX Text
CONNECT TO EXIST 200 WV C/W ALL NECESSARY FITTINGS, RESTRAINTS TYPICAL
AutoCAD SHX Text
CONTRACTOR TO REMOVE BREAKOUT OPENING & INSTALL 2100 PIPE
AutoCAD SHX Text
REMOVE PLUG END & INSTALL 34.8-1200 SA-0.08% THIS CONTRACT
AutoCAD SHX Text
200x200 X150 'T'
AutoCAD SHX Text
SAFETY LANDING SA203 SW 2.5
AutoCAD SHX Text
PROP INT. 250 SA DROP NW
AutoCAD SHX Text
FINISHED C/L OF ROAD (SOLID)
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0+227.5 234.84
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
(3600%%C)
AutoCAD SHX Text
(3600%%C)
AutoCAD SHX Text
ST103
AutoCAD SHX Text
750 CHECK VALVEAT ST103 (E. INLET)
AutoCAD SHX Text
200 WV
AutoCAD SHX Text
EX. C/L OF ROAD PROFILE
AutoCAD SHX Text
PROP 450 ST DROPS
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
17.0-1200 SA-0.08%
AutoCAD SHX Text
CONNECT 250 SA PDC TO 1200 SA, CORE & 'T'
AutoCAD SHX Text
SA PDC, PROVIDE 0.5m MIN. SEPARATION OVER OR UNDER 2100 STORM
AutoCAD SHX Text
INSTALL 450 , 600 CVs W. & 750 CV E.AT ST104 (W.&E. INLETs)
AutoCAD SHX Text
X-SECTION 0+260
AutoCAD SHX Text
End of Borehole. Water level at 6.1m depth at completion on Dec, 7/16 and water level in well within borehole at 5.54m depth on April 18/17.
AutoCAD SHX Text
End of Borehole. At completion of drilling, dry cave-in at 6.1 m depth on Dec. 6/16 and water level at 6.7m depth on April 3/17.
AutoCAD SHX Text
End of Borehole. At completion of drilling, water level at 6.1m depth on Dec. 6/16 and on April 3/17.
AutoCAD SHX Text
9
AutoCAD SHX Text
65
AutoCAD SHX Text
230.29 900NW
AutoCAD SHX Text
227.65 450NW DROP
AutoCAD SHX Text
229.21 250NW
AutoCAD SHX Text
228.00 250NW INT.DROP
AutoCAD SHX Text
230.36 900SE
AutoCAD SHX Text
DROPS
AutoCAD SHX Text
230.75 750E
AutoCAD SHX Text
&E
AutoCAD SHX Text
230.45 900N
AutoCAD SHX Text
200 WV
AutoCAD SHX Text
HYDRO EASEMENT
AutoCAD SHX Text
(ABANDONED & GROUTED IN PLACE)
AutoCAD SHX Text
OS1129
AutoCAD SHX Text
SIB
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
STOP
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
OS1114
AutoCAD SHX Text
OS1085
AutoCAD SHX Text
2A37
AutoCAD SHX Text
TS
AutoCAD SHX Text
STOP
AutoCAD SHX Text
WV
AutoCAD SHX Text
OS1128
AutoCAD SHX Text
Mtl POST
AutoCAD SHX Text
OS1128
AutoCAD SHX Text
Wd POST
AutoCAD SHX Text
1A88
AutoCAD SHX Text
HP/SL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
TBM #6
AutoCAD SHX Text
IB
AutoCAD SHX Text
SIB
AutoCAD SHX Text
OS1091
AutoCAD SHX Text
WV
AutoCAD SHX Text
CICB
AutoCAD SHX Text
TS
AutoCAD SHX Text
PL
AutoCAD SHX Text
0.60 Dia
AutoCAD SHX Text
0.90 Dia
AutoCAD SHX Text
0.20 Dia
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0.50 Dia
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0.50 Dia
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0.40 Dia
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0.30 Dia
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0.50 Dia
AutoCAD SHX Text
0.50 Dia
AutoCAD SHX Text
0.50 Dia
AutoCAD SHX Text
0.50 Dia
AutoCAD SHX Text
0.50 Dia
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0.40 Dia
AutoCAD SHX Text
0.60 Dia
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0.80 Dia
AutoCAD SHX Text
0.80 Dia
AutoCAD SHX Text
1.20 Dia
AutoCAD SHX Text
0.90 Dia
AutoCAD SHX Text
0.90 Dia
AutoCAD SHX Text
1.50 Dia
AutoCAD SHX Text
1.00 Dia
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1.50 Dia
AutoCAD SHX Text
0.20 Dia
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0.20 Dia
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0.40 Dia
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0.30 Dia
AutoCAD SHX Text
0.40 Dia
AutoCAD SHX Text
0.20 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.40 Dia
AutoCAD SHX Text
0.20 Dia
AutoCAD SHX Text
0.50 Dia
AutoCAD SHX Text
1.00 Dia
AutoCAD SHX Text
1.00 Dia
AutoCAD SHX Text
0.20 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.40 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
0.40 Dia
AutoCAD SHX Text
0.40 Dia
AutoCAD SHX Text
0.30 Dia
AutoCAD SHX Text
MN 134
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MN 125
AutoCAD SHX Text
MN 67
AutoCAD SHX Text
T/SLOPE
AutoCAD SHX Text
B/SLOPE
AutoCAD SHX Text
T/SLOPE
AutoCAD SHX Text
RAIL
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
BOARD FENCE
AutoCAD SHX Text
100 GAS
AutoCAD SHX Text
100 GAS
AutoCAD SHX Text
100 GAS
AutoCAD SHX Text
100 GAS
AutoCAD SHX Text
50 GAS
AutoCAD SHX Text
50 GAS
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
TVUC
AutoCAD SHX Text
TVUC
AutoCAD SHX Text
200 PVC WM
AutoCAD SHX Text
200 DI WM
AutoCAD SHX Text
150 DI WM
AutoCAD SHX Text
200 PVC WM
AutoCAD SHX Text
150 DI WM
AutoCAD SHX Text
150 DI WM
AutoCAD SHX Text
85.3-675 SA
AutoCAD SHX Text
39.3-250 SA
AutoCAD SHX Text
48.4-250 SA
AutoCAD SHX Text
82.0-200 SA
AutoCAD SHX Text
69.0-450 ST
AutoCAD SHX Text
18.3-250 ST
AutoCAD SHX Text
48.8-300 ST
AutoCAD SHX Text
115.4-450 SA
AutoCAD SHX Text
TBM #6 SE CNR OF CONC PORCH MN 134 WALNUT ST ELEV - 234.435
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
112.0-450 SA
AutoCAD SHX Text
71.8-450 SA-0.08%
AutoCAD SHX Text
80.0-900 SA
AutoCAD SHX Text
83.4-200 SA
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
164.6-900 SA
AutoCAD SHX Text
221.0-900 SA
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
CB
AutoCAD SHX Text
EX ASPH PATH
AutoCAD SHX Text
BH 17
AutoCAD SHX Text
BH 14
AutoCAD SHX Text
BH 15
AutoCAD SHX Text
BH 16
AutoCAD SHX Text
BH 27
AutoCAD SHX Text
SA-PDC
AutoCAD SHX Text
SA-PDC
AutoCAD SHX Text
SA-PDC
AutoCAD SHX Text
250-ST
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
EXIST. RETAINING WALL & RAILING
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
TVUC
AutoCAD SHX Text
70.3-250 SA
AutoCAD SHX Text
MN 85
AutoCAD SHX Text
50 GAS
AutoCAD SHX Text
50 GAS
AutoCAD SHX Text
50 GAS
AutoCAD SHX Text
OS1115
AutoCAD SHX Text
SLUC
AutoCAD SHX Text
250 SA PDC-3.33%
AutoCAD SHX Text
EXIST. RETAINING WALL & RAILING
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
SA203 (2400 )
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
SA204 (2400 )
AutoCAD SHX Text
SA205
AutoCAD SHX Text
98.9-1200 SA-0.11%
AutoCAD SHX Text
18.0-675 SA-0.10%
AutoCAD SHX Text
ST103 (3600 )
AutoCAD SHX Text
ST104 (3600 )
AutoCAD SHX Text
80.0-2100 ST-0.10%
AutoCAD SHX Text
103.8-2100 ST-0.10%
AutoCAD SHX Text
FUTURE 450
AutoCAD SHX Text
8.00
AutoCAD SHX Text
8.00
AutoCAD SHX Text
8.00
AutoCAD SHX Text
8.00
AutoCAD SHX Text
26.5-750 ST-0.90%
AutoCAD SHX Text
11.0-200 SA-0.63%
AutoCAD SHX Text
SA217 (1200 )
AutoCAD SHX Text
R=4.5
AutoCAD SHX Text
R=15
AutoCAD SHX Text
R=9.0
AutoCAD SHX Text
R=9.0
AutoCAD SHX Text
R=9.0
AutoCAD SHX Text
5.88
AutoCAD SHX Text
5.88
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
MATCH INTO EXIST CURB
AutoCAD SHX Text
SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
AutoCAD SHX Text
INSTALL 1.5m CONC/SWK
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
ST-0.50%
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
CONNECT
AutoCAD SHX Text
ST INV EL 230.54
AutoCAD SHX Text
INSTALL 1.5m CONC/SWK
AutoCAD SHX Text
REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
AutoCAD SHX Text
REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
AutoCAD SHX Text
MATCH INTO EXIST CURB
AutoCAD SHX Text
SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
AutoCAD SHX Text
6.40
AutoCAD SHX Text
6.40
AutoCAD SHX Text
RESTORE GRASS AREAS WITH APPROVED SEED MIX AS PER SPECS.
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
3
AutoCAD SHX Text
REMOVE EXIST SANITARY MH
AutoCAD SHX Text
R
AutoCAD SHX Text
REMOVE EXIST CB AND LEAD
AutoCAD SHX Text
REMOVE EXIST FIRE HYDRANT
AutoCAD SHX Text
2
AutoCAD SHX Text
REMOVE EXIST WATER VALVE
AutoCAD SHX Text
1
AutoCAD SHX Text
RAMP CONCRETE SIDEWALK
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
REMOVE&REPLACE EXIST HP/SL GUY
AutoCAD SHX Text
REMOVE EXISTING TREE
AutoCAD SHX Text
ADJUST EXIST MH FRAME & COVER
AutoCAD SHX Text
REMOVE EXIST STORM MH
AutoCAD SHX Text
9
AutoCAD SHX Text
SUPPORT EXIST HP, HP/SL
AutoCAD SHX Text
7
AutoCAD SHX Text
DYE TEST TO VERIFY ACTIVE PDC
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
200x200 x200 'T'
AutoCAD SHX Text
22.5°BEND
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
INSTALL 200 WV & CON TO EX 200 PVCWM C/W ALL NECESSARY FITTINGS & RESTRAIN TYPICAL
AutoCAD SHX Text
200x200 x150 'T'
AutoCAD SHX Text
22.5°BEND
AutoCAD SHX Text
150 WM
AutoCAD SHX Text
CBMH
AutoCAD SHX Text
0+210.0
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CBMH
AutoCAD SHX Text
0+342.5
AutoCAD SHX Text
CICB
AutoCAD SHX Text
0+342.5
AutoCAD SHX Text
9.00
AutoCAD SHX Text
9.00
AutoCAD SHX Text
675 SA
AutoCAD SHX Text
0+210.0
AutoCAD SHX Text
HP/SL P39959
AutoCAD SHX Text
HP/SL P39958
AutoCAD SHX Text
HP/SL P39957
AutoCAD SHX Text
HP/SL P39956
AutoCAD SHX Text
LS2
AutoCAD SHX Text
2.44-600
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
8.5-200 DIWM
AutoCAD SHX Text
SA218
AutoCAD SHX Text
CONNECT TO EX 200 DIWM C/W ALL NECESSARY FITTINGS & RESTRAIN TYPICAL
AutoCAD SHX Text
SA-0.40%
AutoCAD SHX Text
FUTURE 200
AutoCAD SHX Text
23.0-750 ST-0.16%
AutoCAD SHX Text
PLUG END
AutoCAD SHX Text
SA203 A (2400 )
AutoCAD SHX Text
7.5-900 SA-1.0%
AutoCAD SHX Text
MAILBOXES
AutoCAD SHX Text
66.0-1200 SA-0.11%
AutoCAD SHX Text
200x150 REDUCER
AutoCAD SHX Text
45°BEND
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
51.8-1200 SA-0.08%
AutoCAD SHX Text
15.0-250 SA-1.0%
AutoCAD SHX Text
R
AutoCAD SHX Text
17.0-1200 SA-0.08%
AutoCAD SHX Text
34.8-1200 SA-0.08%
AutoCAD SHX Text
MATCH INTO EXIST C/L OF ROAD 0+210.0
AutoCAD SHX Text
SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
AutoCAD SHX Text
NOTE: REFER TO 'TP' DWGS. REFER TO 'TP' DWGS. FOR TREE PRESERVATION AND REMOVALS
AutoCAD SHX Text
NOTE: NOTE: 1. ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS PROJECT MUST BE INSTALLED WITH TRENCH BOX SHORING SYSTEMS TO MINIMIZE EXCAVATIONS LIMITS. MIN. HEIGHT OF TRENCH BOXES SHALL BE 3.66m (12 ft.) 2. ALL STMHs & SAMHs TO HAVE WATERTIGHT COVER ALL STMHs & SAMHs TO HAVE WATERTIGHT COVER (OPSD 401.030)
AutoCAD SHX Text
300 LEAD
AutoCAD SHX Text
250 LEAD
AutoCAD SHX Text
150 WV
AutoCAD SHX Text
200 WV
AutoCAD SHX Text
CONNECT TO EX 200 WV C/W ALL NECESSARY FITTINGS & RESTRAIN TYPICAL
AutoCAD SHX Text
HGUY
AutoCAD SHX Text
HGUY
AutoCAD SHX Text
INSTALL JOINT RESTRAINTS ON EX 200 PVC WM PRIOR TO INSTALL OF 200 WV
AutoCAD SHX Text
(TO BE REMOVED)
AutoCAD SHX Text
20.3-200 SA-0.46%
AutoCAD SHX Text
103.0-2100 ST-0.10%
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
R
AutoCAD SHX Text
INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
(TO BE REMOVED)
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
HYDRO EASEMENT
AutoCAD SHX Text
HYDRO EASEMENT
AutoCAD SHX Text
20.0-300 CB LEAD
AutoCAD SHX Text
INSTALL LONG RADIUS BEND
AutoCAD SHX Text
250 CB LEAD
AutoCAD SHX Text
R=9.0
AutoCAD SHX Text
INSTALL TACTILE PLATES (STS-11.01 TO 11.09 TYP.)
AutoCAD SHX Text
INSTALL TACTILE PLATES (STS-11.01 TO 11.09 TYP.)
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
51.8-1200 SA-0.08%
AutoCAD SHX Text
103.8-2100 ST-0.10%
AutoCAD SHX Text
9.5-250 SA PDC
AutoCAD SHX Text
750 CHECKVALVE (E. INLET)
AutoCAD SHX Text
300 CAP
AutoCAD SHX Text
R=8.0
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
10.0-450 ST-0.50%
AutoCAD SHX Text
ST-0.50%
AutoCAD SHX Text
PLUG END
AutoCAD SHX Text
NOTE: NOTE: REFER TO DWGs. SA1-SA2 FOR EX. SAN SEWER REMOVALS & GROUTING
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NOTE: NOTE: REFER TO DWGs. SA1-SA2 FOR EX. SAN SEWER REMOVALS & GROUTING
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MN 85 WSC OFF WALNUT STREET
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200 WV
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5.0-200 SA-0.40%
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(200 SA TO BE ABANDONED IN FUTURE WALNUT ST PROJECT)
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(TO ABANDON GROUT IN PLACE)
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12.0-200 SA-0.67%
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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216067 SHT No.2 CAVENDISH CRESCENT CONTRACT No.9 2019 INFRASTRUCTURE RENEWAL PROGRAM-(RFT19-13)
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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NOV,2018
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DATE
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APPROVED
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CHECKED
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DRAWN BY
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DESIGN
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0.5
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0
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1m
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VERTICAL
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HORIZONTAL
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2.5m
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0
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5.0m
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(519) 672-4100 -- N6A 1A8
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ENGINEERS
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SPRIET ASSOCIATES
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155 YORK STREET -- LONDON
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CONSULTING
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LONDON
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LIMITED
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2019 INFRASTRUCTURE RENEWAL PROGRAM
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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216067
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2
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VERT.
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1:50
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1:250
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HORZ.
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216067-02
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CSL
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CSL
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JDA
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JDA
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TYPE 1 BEDDING
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200 WM - PVC CLASS 150 DR-18
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228
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227
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236
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235
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234
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233
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232
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231
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CAVENDISH CRESCENT
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40.0m S OF WYATT ST.
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TO 55.0m N OF WALNUT ST.
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CONTRACT No.9 CAVENDISH CRESCENT
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CAVENDISH CRESCENT
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230
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PRELIMINARY
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CONTRACTOR TO EXERCISE EXTREME CAUTION, LOCATE ALL UNDERGROUND UTILITIES, HYDRO, FIBRE OPTIC CABLES & DUCT STRUCTURES PRIOR TO ALL NEW CONSTRUCTION OPERATIONS AND SUPPORT ALL UTILITIES IN ACCORDANCE WITH THE UTILITIES REQUIREMENTS.
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229
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228
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227
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236
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235
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234
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233
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232
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231
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230
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229
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WYATT STREET
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WALNUT STREET
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CONC CL 100D CLASS B1 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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CONC CL 100D CLASS B1 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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CONC CL 100D CLASS B1 BEDDING
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CONC PIPE
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CONC CL 65D CLASS B1 BEDDING
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TYPE 1 BEDDING
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200 WM - PVC CLASS 150 DR-18
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CLASS B1 BEDDING
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INSTALL 450 , 600 CVs W. & 750 CV E.AT ST104 (W.&E. INLETs)
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LIMIT OF COMPLETE ROAD RECONSTRUCTION PHASE 2 (2019 CONSTRUCTION)
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LIMIT OF CONC. C&G E.SIDE (2019) CONSTRUCTION
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REVISED AS PER C.O.L. COMMENTS
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NOV,2018
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1.
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SEE SHEET No.3
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SEE SHEET No.4
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SEE SHEET No.1
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PROP. CONC CURB OPSD 600.010 PHASE 2 (2019)
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PROP. 1.5m CONC SWK PHASE 2 (2019)
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SEE SHEET No.1 FOR PROP. WORK SOUTH OF WYATT STREET
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PROP. 40mm HL3 TOP LIFT & PADDING AS REQ'D. PHASE 2 (2019)
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SPRIET
Page 5: ⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT
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200 ST-3.16%
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100mm ASPHALT over 460 mm Granular FILL.
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Dense to compact, brown sand FILL, traces of silt and gravel.
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Compact, to loose, dark grey, silt and sand FILL, some clay, trace cinders.
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Stiff, grey, clayey SILT, sand and gravel seam.
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Soft, grey, silty CLAY, some sand, lower peat seams.
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Very stiff to hard, grey, clayey SILT till, silt seams.
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End of Borehole. Borehole open and dry at completion.
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36
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12
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5
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9
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3
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4
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20
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58
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0
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1
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2
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3
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4
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5
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6
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7
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BH-12-16
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BLOWS/0.3M
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100mm ASPHALT over 200 mm Granular FILL.
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Loose, brown, sandy silt FILL, some clay, upper topsoil seams.
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Loose, brown becoming grey at 3.0m depth, sandy SILT.
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Dense to very dense, grey SILT till.
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End of Borehole. Borehole open and dry at completion.
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5
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4
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3
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3
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44
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58
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0
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1
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2
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3
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4
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5
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BH-11-16
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BLOWS/0.3M
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6
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7
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46
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59
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Dense, grey, dilatant SILT.
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(TO ABANDON GROUT IN PLACE)
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C/L CHARLES
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STREET
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EX. C/L OF ROAD PROFILE
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164.6-900 SA-0.12%
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37.6-900 SA-0.13%
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53.5-450 SA-0.14%
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80.2-200 SA-0.32%
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72.8-300 SA-0.44%
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30.2-200 SA-1.03%
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900 SA EAST
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26° SANITARYBEND
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CICB's
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(3000%%C)
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(3000%%C)
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(1200%%C)
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8.2-450 SA-0.24%
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12.0-450 SA-0.17%
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CONNECT 600 ST TO EX STMH 2A160
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INSTALL SAFETY LANDING SW 2.5
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92.8-375 ST-0.29%
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28.4-1200 ST-0.20%
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BTUCx3 E
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BTUC N
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100 GM N
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50 GM N
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BTUC N
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BTUC N
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(22.0m± EX 900 SATO ABANDON & GROUT IN PLACE)
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26° STORMBEND
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(3600%%C)
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CICB S
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CICB N
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REMOVE EXIST STMH, INSTALL NEW 1200 STMH & CONNECT TO EXIST 375 ST
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(REMOVE)
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STMH
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(1200)
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375 ST
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EX. GRND. OVER PROP. 300 WM
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PROVIDE BREAKOUT OPENING FOR FUTURE 1200 SA SWR PIPE
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PROP 450 SA DROP
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PROP 450 ST DROP
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CONNECT TO EXIST 300 WV C/W ALL NECESSARY FITTINGS, RESTRAINTS TYPICAL
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300 WV
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INSTALL SAFETY LANDING SW 2.5
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50 GM S
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200 CIWM
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300 PVCWM
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TOP OF 200 PVC WM 1.70m MIN. COVER (TYP.)
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TOP OF 300 PVC WM 1.70m MIN. COVER (TYP.)
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ELEVATION OF THE EXIST 200 CIWM IS TO BE CONFIRMED IN THE FIELD.
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22.5° BEND
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22.5° BEND
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22.5° BEND
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22.5° BEND
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300x200 REDUCER
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200x200 x200 'T'
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300 WV
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200 WV
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HYDRANT
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SLEEVE
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PROP 2.0m 200 DIWM
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INSTALL 35.0m INSULATION 50mm THICK x 1.2m WIDE CENTERED UNDER PROP 300 PVC WM AS PER W-CS-68
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SA220
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12.0-200 SA-2.0%
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PROP. 450 SAN FROM SAMH220-SAMH219TO BE ABANDONED IN FUTURE, PLUG NORTH INV. SAMH219, GROUT 450 SAN,FILL SAMH 220 WITH GRAVEL & BENCH TO INV. OF CHURCH 200 PDC (INV 230.48)
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(1200 TEE MH)
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35.5° BEND
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35.5° BEND
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(1200 TEE MH)
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INSTALL SA208 SAFETY LANDING SW 2.5
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PROVIDE BREAKOUT OPENING FOR FUTURE 2100 ST SWR PIPE
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(1200 TEE MH)
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BTUC S
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INSTALL SAFETY LANDING SW 2.5
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CONNECT TO EXIST 200 CIWM COMPLETE, & RESTRAINTS TYPICAL
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SA228
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(1200%%C)
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10.0-200 SA-0.32%
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PROP 300 SA DROP
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PROP 200 SA DROP
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TEMP 5.0-450 SA-0.14%
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SDR-35 PIPE, TYPE 2 BEDDING
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SDR-35 PIPE, TYPE 2 BEDDING
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50 GM S
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TVUC S
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BTUC S
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BTUC N
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X-SECTION 0+480
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FINISHED C/L OF ROAD (SOLID)
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26
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228.30 (450 TEMP)
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0+452.0
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233.50 525E
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PROJECT
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(TO BE REMOVED) FUTURE
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1A79
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CV241
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2A34
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WV
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GRDN
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CONC
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HP/SL
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TS
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ASPH
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ASPH
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TBM #4
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ASPH
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CONC
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BRCK
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HP/SL/
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ASPH
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ASPH
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BRCK
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CV272
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CV157
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STNE
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RIB
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GRDN
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HP/SL
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CONC
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CV220
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STOP
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HP /HD
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WV
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WV
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FH
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WV
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TS
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ASPH
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ASPH
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WV
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FH
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2A160
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SL
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2A161
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TS
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CV273
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CV221
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TBM #5
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0.20 Dia
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0.20 Dia
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1.50 Dia
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0.80 Dia
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1.00 Dia
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0.50 Dia
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0.80 Dia
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0.80 Dia
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0.30 Dia
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1.00 Dia
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0.70 Dia
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0.50 Dia
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200 CI WM
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MN 173
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MN 176
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MN 178
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MN 180
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MN 182
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T/SLOPE
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B/SLOPE
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T/SLOPE
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BRICK
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100 GAS
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BTUC
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BTUC
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TVUC
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LHUC
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200 CI WM
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300 PVC WM
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GARDEN
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72.8-300 SA
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53.5-450 SA
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28.4-1200 ST
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16.4-1050 ST
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30.2-200 SA
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37.6-900 SA
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lined 92.8-375 ST
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80.2-200 SA
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59.6-200 SA
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TBM #4 NW CNR OF CONC PORCH MN 176 MT PLEASANT AVE ELEV - 234.974
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TBM #5 SE CNR OF CONC BRIDGE ABUT N SIDE OF RIVERSIDE DR W OF MT PLEASANT AVE ELEV - 237.604
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CONC
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CONC
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EX 1.5 SWK
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EX 1.5 SWK
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EX ASPH PATH
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EX PEDESTRIAN TUNNEL
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53.5-450 SA
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164.6-900-SA
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109.1-450-SA
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CB
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CB
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CB
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ASPHALT PARKING LOT
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192.0 1050-ST
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EX 1.5 SWK
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EX 1.5 SWK
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EX 1.5 SWK
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EX 1.5 SWK
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EX 1.5 SWK
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BH 11
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BH 12
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192.0 1050-ST
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SLOPE
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SA-PDC
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SA-PDC
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3FMH17
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OPI 320-1
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BTUC
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BTUC
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EX 1.5 SWK
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BTUC
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BTUC
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BTUC
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50 GAS
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100 GAS
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BTUC
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BTUC
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BTUC
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50 GAS
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50 GAS
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2A160
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50 GAS
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150 CI WM
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1.85m HIGH C-L FENCE
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1.85m HIGH C-L FENCE
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1.85m HIGH C-L FENCE
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BELL MH
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TVUC
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BTUC
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BTUC
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GARDEN
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SA-PDC
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57.0-975-ST
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SA-PDC
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SA-PDC
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BTUC
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32 GAS
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BTUC
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BTUC
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SA207
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14.8-1200 SA-0.11%
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50 GAS
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50 GAS
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200 WM
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(TO ABANDON) FUTURE PROJECT
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(FUTURE TO ABANDON)
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100.8-2100 ST-0.10%
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(22.0m± EX 900SA TO ABANDON & GROUT IN PLACE)
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8.89
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8.89
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8.30
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8.30
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BY OTHERS)
AutoCAD SHX Text
R=15.0
AutoCAD SHX Text
R=6.5
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
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22.5-600 ST-0.86%
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ST106
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18.8-2100 ST-0.10%
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16.3-300 ST-1.37%
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INSPECTION STMH 1200
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200 DROP
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21.7-300 ST-1.00%
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8.2-450 SA-0.24%
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CONNECT TO EXIST 300 WV C/W NECESSARY FITTINGS, & RESTRAINTS TYPICAL
AutoCAD SHX Text
38.2-200 SA-1.05%
AutoCAD SHX Text
S. INV EL 231.85
AutoCAD SHX Text
4.0-300 SA-2.75%
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SA219
AutoCAD SHX Text
300 DROP
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3
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REMOVE EXIST SANITARY MH
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R
AutoCAD SHX Text
REMOVE EXIST CB AND LEAD
AutoCAD SHX Text
REMOVE EXIST FIRE HYDRANT
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2
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REMOVE EXIST WATER VALVE
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1
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RAMP CONCRETE SIDEWALK
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4
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5
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6
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8
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REMOVE&REPLACE EXIST HP/SL GUY
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REMOVE EXISTING TREE
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ADJUST EXIST MH FRAME & COVER
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REMOVE EXIST STORM MH
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9
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SUPPORT EXIST HP, HP/SL
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7
AutoCAD SHX Text
DYE TEST TO VERIFY ACTIVE PDC
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200 WM
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300 WM
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R
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R
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1
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1
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1
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2
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3
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3
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4
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4
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5
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5
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4
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6
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6
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HP/SL P39952
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HP/SL P39954
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450 ST DROP
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SA220
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60.5-2100 ST-0.10%
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HGUY
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HGUY
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CICB
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0+523.5
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CICB
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T/G 233.60 0+523.5
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(FUTURE)
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(FUTURE)
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(FUTURE)
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CICB
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CICB
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CICB
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250 CB LEADS (TYP.)
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2.0-375 ST-0.29%
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10.1-450 SA-0.10%
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150 WV
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FH
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INSTALL NEW 3-WAY HYDRANT WITH STORZ
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SAMH CV241 - BREAK INTO, CONNECT 450 SA E & RE-BENCH COMPLETE, REMOVE OLD HORSESHOE RUNGS & INSTALL NEW LADDER RUNGS
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300 WV
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4
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4
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8.00
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8.00
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PROVIDE BREAK-OUT FOR FUTURE SEWERS
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REMOVE EXIST STMH, INSTALL NEW 1200 STMH & CONNECT TO EXIST 375 ST
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HERITAGE HOME
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TEMP SAMH 2400
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900 SA-0.10%
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(FUTURE)
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(FUTURE)
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(FUTURE)
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BTUC BOX
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COMM. M.BOX
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SA209
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22.5°BEND
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22.5°BEND
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22.5°BEND
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200x 200 'T'
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STMH 1200
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45°BEND
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200x150 REDUCER
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45°BEND
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200 WM
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9.0-150 DIWM
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1.5 C/SWK
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1.5 C/SWK
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1.5 C/SWK
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1.5 C/SWK
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50 GAS
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EX EDGE OF ASPHALT
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12.0-450 SA-0.17%
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(TO ABANDON GROUT IN PLACE)
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BTUC
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BTUC
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BTUC
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BTUC
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BTUC
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200 WV
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300x200 REDUCER
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DUCT
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DUCT
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DUCT
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CV241 RE-BENCH N.450 INV 228.54 E.450 INV 228.55
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12.0-200 SA-2.00%
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SA220 1200 INSPECTION N.200 INV 230.50 SE.200 INV 230.48 SE.450 INV 228.53 W.450 INV 228.54
AutoCAD SHX Text
PROP. 450 SAN FROM SAMH220-SAMH219TO BE ABANDONED IN FUTURE PHASE, PLUG NORTH INV. SAMH219, GROUT 450 SAN,FILL SAMH 220 WITH GRAVEL & BENCH TO INV. OF CHURCH 200 PDC (INV 230.48)
AutoCAD SHX Text
CONNECT EXIST. 450 SA TO PROP1200 SA TEMPORARILY WITH5.0-450-0.14% TO MAINTAIN FLOWS WHILE SANITARY SEWERS ARE BEING INSTALLED FROM EXMH CV241 TO PROP SA207
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(TO BE LINED
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TEMP. 5.0-450 SA-0.14%
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SA207 NW.450 INV 228.47 S.1200 INV 227.90 NE.1200 INV 227.95 450 TEMP INV 228.30
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9
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9
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8
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8
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MATCH INTO EXIST CURB
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6.50
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6.50
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(FUTURE)
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(FUTURE)
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INSTALL TEMP 2400 SAMH CONNECT TO EX 900 SA WITH 4.0-900 SA C/W CONC COLLAR
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18.0-900 SA-0.10%
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INSTALL 250 CV
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CICB
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23.0-2100 ST-0.10%
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26.0-1200 SA-0.11%
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300 WM
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T/G 234.265 0+481.5
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R=23
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1.55
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R=7.5
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104.2-1200 SA-0.11%
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22.5°BEND
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ST108
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22.5°BEND
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SA208
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ST107
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200 DIWM
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SA228
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INSTALL LONG RADIUS BENDS
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10.0-200 SA-0.32%
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SA229
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8.0-200 SA-2.25%
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3.0-200 SA-0.50%
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1.5 C/SWK
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SA219 NW.450 INV 228.51 SE.450 INV 228.49 NW.200 INV 230.26 NW.200 DROP INV 229.09 W.300 INV 231.77 W.300 DROP INV 228.64
AutoCAD SHX Text
REFER TO BELL DESIGN DWGS. FOR MH & DUCT REHABILITATION DETAILS
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(TO ABANDON) GROUT IN PLACE)
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69.0-1200 SA-0.11%
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CONNECT TO 150 CIWM C/W 9.0m 150 DIWM ALL NECESSARY FITTINGS & RESTRAINTS TYPICAL
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CONS. TO ENTER REQ'D
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ASPH
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CV242
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TS
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ASPH
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STOP
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HP/SL
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PL
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PL
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TS
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OS1087
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HP/SL/
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HP/SL
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CONC
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CONC
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TS
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ASPH
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1A55
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ASPH
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ASPH
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TBM #5
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2A35
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0.20 Dia
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0.30 Dia
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0.40 Dia
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0.20 Dia
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1.20 Dia
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0.90 Dia
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0.30 Dia
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0.30 Dia
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0.20 Dia
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0.20 Dia
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0.60 Dia
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1.00 Dia
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0.50 Dia
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0.40 Dia
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0.50 Dia
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0.50 Dia
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0.40 Dia
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0.40 Dia
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0.40 Dia
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0.30 Dia
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0.20 Dia
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T/SLOPE
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B/SLOPE
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T/SLOPE
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T/SLOPE
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B/SLOPE
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CHAIN LINK FENCE
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GARDEN
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BTUC
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TVUC
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TVUC
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BTUC
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TVUC
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BTUC
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82.3-525 ST
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115.4-450 SA
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73.5-250 SA
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53.5-450 SA
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28.4-1200 ST
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164.6-900 SA
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ASPH
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ASPH
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EX 1.5 SWK
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EX 1.5 SWK
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EX 1.5 SWK
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EX ASPH PATH
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164.6-900-SA
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ASPHALT PARKING LOT
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CB
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CB
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CB
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EX 1.5 SWK
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BH 12
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BH 13
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147.0-1200 ST
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EX ASPH PATH
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SLOPE
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SLOPE
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250-ST
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EX 1.5 SWK
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TVUC
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BTUC
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TVUC
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BTUC
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70.3-250 SA
AutoCAD SHX Text
MN 85
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2A160
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MN 182
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GARAGE
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22.3-200 ST
AutoCAD SHX Text
SLUC
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SLUC
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SLUC
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MN 195 COL
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EXIST. RETAINING WALL & RAILING
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EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
66.0-1200 SA-0.11%
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
SA206
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60.5-2100 ST-0.10%
AutoCAD SHX Text
8.89
AutoCAD SHX Text
8.89
AutoCAD SHX Text
9.00
AutoCAD SHX Text
9.00
AutoCAD SHX Text
BY OTHERS)
AutoCAD SHX Text
(TO REMAIN)
AutoCAD SHX Text
R=9.0
AutoCAD SHX Text
R=11.0
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
REMOVE EXIST STMH 1A55, INSTALL NEW 1200 STMH & CONNECT TO 525 ST
AutoCAD SHX Text
8.5-525 CB LEAD-12.5% MIN.
AutoCAD SHX Text
MATCH INTO EXIST CURB
AutoCAD SHX Text
SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
AutoCAD SHX Text
REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
AutoCAD SHX Text
REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
AutoCAD SHX Text
1.5 C/SWK
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5
AutoCAD SHX Text
R
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R
AutoCAD SHX Text
R
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R
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4
AutoCAD SHX Text
6
AutoCAD SHX Text
80.0-2100 ST-0.10%
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LS2
AutoCAD SHX Text
HP/SL P39953
AutoCAD SHX Text
HP/SL P39952
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
69.0-1200 SA-0.11%
AutoCAD SHX Text
R
AutoCAD SHX Text
R=10
AutoCAD SHX Text
R=9.0
AutoCAD SHX Text
60.5-2100 ST-0.10%
AutoCAD SHX Text
250 CB LEAD (TYP)
AutoCAD SHX Text
ST105
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HGUY
AutoCAD SHX Text
CICBs
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INSTALL 525 CV
AutoCAD SHX Text
CICB
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
(TO BE LINED
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
250 CB LEAD (TYP)
AutoCAD SHX Text
INSTALL TACTILE PLATES (STS-11.01 TO 11.09 TYP.)
AutoCAD SHX Text
INSTALL 250 CV
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T/G 236.050
AutoCAD SHX Text
T/G 235.900
AutoCAD SHX Text
T/G 235.820
AutoCAD SHX Text
T/G 235.860
AutoCAD SHX Text
NOTE: NOTE: REFER TO DWGs. SA1-SA2 FOR EX. SAN SEWER REMOVALS & GROUTING
AutoCAD SHX Text
MN 85 WSC OFF WALNUT STREET
AutoCAD SHX Text
(TO ABANDON) GROUT IN PLACE)
AutoCAD SHX Text
69.0-1200 SA-0.11%
AutoCAD SHX Text
X-SECTION 0+380
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CICBMH
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375 BETWEEN CICB'S
AutoCAD SHX Text
375 BETWEEN CICB'S
AutoCAD SHX Text
150mm ASPHALT 450mm Granular FILL.
AutoCAD SHX Text
Dense to compact, brown, sand FILL, some silt & gravel.
AutoCAD SHX Text
Firm, dark brown, clayey silt FILL, metal fragment.
AutoCAD SHX Text
Loose, brown, silty SAND, trace rootlets.
AutoCAD SHX Text
Compact, brown, SAND and GRAVEL, trace silt.
AutoCAD SHX Text
Stiff to hard, grey, clayey SILT till.
AutoCAD SHX Text
44
AutoCAD SHX Text
25
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6
AutoCAD SHX Text
7
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7
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20
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14
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76
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0
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1
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2
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3
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4
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5
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6
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7
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BH-13-16
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BLOWS/0.3M
AutoCAD SHX Text
Compact, grey, dilatant, SILT and fine SAND.
AutoCAD SHX Text
8
AutoCAD SHX Text
26
AutoCAD SHX Text
End of Borehole. At completion of driling, water level at 4.9m depth Dec. 6/16 and at 5.5m depth on April 3/17.
AutoCAD SHX Text
100mm ASPHALT over 460 mm Granular FILL.
AutoCAD SHX Text
Dense to compact, brown sand FILL, traces of silt and gravel.
AutoCAD SHX Text
Compact, to loose, dark grey, silt and sand FILL, some clay, trace cinders.
AutoCAD SHX Text
Stiff, grey, clayey SILT, sand and gravel seam.
AutoCAD SHX Text
Soft, grey, silty CLAY, some sand, lower peat seams.
AutoCAD SHX Text
Very stiff to hard, grey, clayey SILT till, silt seams.
AutoCAD SHX Text
End of Borehole. Borehole open and dry at completion.
AutoCAD SHX Text
36
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12
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5
AutoCAD SHX Text
9
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3
AutoCAD SHX Text
4
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20
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58
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0
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1
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2
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3
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4
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5
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6
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7
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BH-12-16
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BLOWS/0.3M
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
RIVERSIDE
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
EX. C/L OF ROAD PROFILE
AutoCAD SHX Text
115.4-450 SA-0.14%
AutoCAD SHX Text
53.5-450 SA-0.14%
AutoCAD SHX Text
70.3-250 SA-0.45%
AutoCAD SHX Text
72.8-300 SA-0.44%
AutoCAD SHX Text
164.6-900 SA-0.12%
AutoCAD SHX Text
164.6-900 SA-0.12%
AutoCAD SHX Text
115.4-450 SA-0.14%
AutoCAD SHX Text
66.0-1200 SA-0.08%
AutoCAD SHX Text
FINISHED C/L OF ROAD (SOLID)
AutoCAD SHX Text
CONNECT 600 ST TO EX STMH 2A160
AutoCAD SHX Text
INSTALL SAFETY LANDING SW 2.5
AutoCAD SHX Text
22.3-200 ST-0.54%
AutoCAD SHX Text
28.4-1200 ST-0.20%
AutoCAD SHX Text
BTUCx3 E
AutoCAD SHX Text
(1200 TEE MH)
AutoCAD SHX Text
C/L
AutoCAD SHX Text
CONNECT TO EXIST 300 WV C/W ALL NECESSARY FITTINGS, RESTRAINTS TYPICAL
AutoCAD SHX Text
300 PVCWM
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
(TO ABANDON GROUT IN PLACE)
AutoCAD SHX Text
(1200 TEE MH)
AutoCAD SHX Text
80.0-2100 ST-0.10%
AutoCAD SHX Text
INSTALL SAFETY LANDING SW 2.5
AutoCAD SHX Text
TEMP 5.0-450 SA-0.14%
AutoCAD SHX Text
SDR-35 PIPE, TYPE 2 BEDDING
AutoCAD SHX Text
(1200%%C)
AutoCAD SHX Text
CICBMH
AutoCAD SHX Text
CONNECT CICB S TO PROP. 2100 ST WITH 525 CB LEAD-12.5% MIN. C/W 525 CV
AutoCAD SHX Text
0+503.0
AutoCAD SHX Text
230.73 900N
AutoCAD SHX Text
228.65 450 DROP
AutoCAD SHX Text
230.26 200NW
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DROP
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DROP
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230.48 200SE
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228.30 (450 TEMP)
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(EXIST)
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231.71 200E
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0+507.0
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232.10
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0+474
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0+452.0
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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216067 SHT No.3 CAVENDISH CRESCENT CONTRACT No.9 2019 INFRASTRUCTURE RENEWAL PROGRAM-(RFT19-13)
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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NOV,2018
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DATE
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APPROVED
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CHECKED
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DRAWN BY
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DESIGN
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0.5
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0
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1m
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VERTICAL
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HORIZONTAL
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2.5m
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0
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5.0m
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(519) 672-4100 -- N6A 1A8
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ENGINEERS
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SPRIET ASSOCIATES
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155 YORK STREET -- LONDON
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CONSULTING
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LONDON
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LIMITED
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2019 INFRASTRUCTURE RENEWAL PROGRAM
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REVISED AS PER C.O.L. COMMENTS
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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SPRIET
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NOV,2018
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1.
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216067
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3
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VERT.
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1:50
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1:250
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HORZ.
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216067-03
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CSL
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CSL
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JDA
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JDA
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228
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227
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236
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235
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234
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233
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232
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231
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TO 30.0m N OF RIVERSIDE DR.
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TO 23.5m E OF CHARLES ST.
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CONTRACT No.9 CAVENDISH CRESCENT
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CAVENDISH CRES., 58.0m S OF RIVERSIDE DR.
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230
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SEE SHEET No.2
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TBM #5 SE CNR OF CONC BRIDGE ABUT N SIDE OF RIVERSIDE DR W OF MOUNT PLEASANT AVE ELEV - 237.604
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PRELIMINARY
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229
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228
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227
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236
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235
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234
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233
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232
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231
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230
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229
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MOUNT PLEASANT AVE., 45.0m W OF CHARLES ST.
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MOUNT PLEASANT AVENUE
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CAVENDISH CRESCENT
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SEE THIS SHEET
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SEE THIS SHEET
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CHARLES STREET
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RIVERSIDE DRIVE
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228
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227
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236
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235
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234
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233
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232
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231
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230
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229
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SEE SHEET No.4
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RIVERSIDE DRIVE
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MOUNT PLEASANT AVENUE
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CHURCH P.LOT
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ST. JOSEPH CHALDEAN CATHOLIC CHURCH
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SEE SHEET No.4
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69.0-1200 SA-0.11%
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CONC CL 100D CLASS B1 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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60.5m-2100 ST-0.10%
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228
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227
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236
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235
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234
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233
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232
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231
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230
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229
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LIMIT OF CONTRACT No.9 (2019 CONSTRUCTION)
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LIMIT OF CONC. C&G E.SIDE (2019) CONSTRUCTION
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LIMIT OF CONC. C&G E.SIDE (2019) CONSTRUCTION
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TBM #5 SE CNR OF CONC BRIDGE ABUT N SIDE OF RIVERSIDE DR W OF MOUNT PLEASANT AVE ELEV - 237.604
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CONC CL 120D CLASS B1 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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SEE SHEET No.5
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300 WM-PVC CLASS 150 DR-18
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TYPE 1 BEDDING
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200 WM-PVC CLASS 150 DR-18
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200 DIWM-CL52 PIPE, TYPE 1 BEDDING
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TYPE 1 BEDDING
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CL 65D CLASS B1 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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CONC CL 120D CLASS B1 BEDDING
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CUT IN 200 WV C/W ALL NECESSARY FITTINGS & RESTRAINTS
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CONC CL 100D CLASS B1 BEDDING
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CONC CL 100D CLASS B1 BEDDING
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INSTALL 450 & 600 CVs W. AT ST106 (W. INLETs)
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MOUNT PLEASANT AVENUE
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INSTALL 450 & 600 CVs W. AT ST106 (W. INLETs)
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G
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G
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G
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G
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G
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G
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G
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G
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CONC CL 65D CLASS B1 BEDDING
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INSTALL (2x) 2100 35.5° STORM CONC.PIPE BENDS
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MN 89
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MN 89
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CONTRACTOR IS REQ'D TO MAINTAIN E-W H/C ACCESSIBLE PEDESTRIAN ACCESS ALONG RIVERSIDE DRIVE, INCL. ERECTION OF 1.83m HIGH STEEL FENCING, RECYCLED ASPHALT WALKWAYS AND REQ'D SIGNAGE DURING PROPOSED WORKS (REFER TO DWGs. 3&4)
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SEE SHEET No.6
Page 6: ⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT
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150mm ASPHALT 450mm Granular FILL.
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Dense to compact, brown, sand FILL, some silt & gravel.
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Firm, dark brown, clayey silt FILL, metal fragment.
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Loose, brown, silty SAND, trace rootlets.
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Compact, brown, SAND and GRAVEL, trace silt.
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Stiff to hard, grey, clayey SILT till.
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44
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25
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6
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7
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7
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20
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14
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76
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0
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1
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2
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3
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4
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5
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6
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7
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BH-13-16
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BLOWS/0.3M
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100mm ASPHALT over 460 mm Granular FILL.
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Dense to compact, brown sand FILL, traces of silt and gravel.
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Compact, to loose, dark grey, silt and sand FILL, some clay, trace cinders.
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Stiff, grey, clayey SILT, sand and gravel seam.
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Soft, grey, silty CLAY, some sand, lower peat seams.
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Very stiff to hard, grey, clayey SILT till, silt seams.
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End of Borehole. Borehole open and dry at completion.
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36
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12
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5
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9
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3
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4
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20
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58
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0
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1
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2
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3
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4
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5
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6
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7
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BH-12-16
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BLOWS/0.3M
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C/L CAVENDISH CRES /
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MOUNT PLEASANT AVE
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EX. C/L OF ROAD PROFILE
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PEDESTRIAN TUNNEL
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CICB's S
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EXIST. CB LEADS TO BE REMOVED
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CONNECT CICB S TO PROP. 2100 ST WITH 525 CB LEAD-12.5% MIN. C/W 525 CV
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REMOVE EXIST STMH 1A55, INSTALL NEW 1200 STMH & CONNECT TO 525 ST
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17.1-200 ST-0.76%
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22.3-200 ST-0.54%
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82.3-525 ST-0.20%
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57.0-975 ST-2.89%
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BTUCx3 E
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BTUCx3 E
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(3600%%C)
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CB N
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525 ST
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STMH
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(1200)
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CONNECT CICB N TO PROP. CICBMH ST WITH 250 CB LEAD
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900 SAN
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250 SAN
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450 SAN (S)
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22.5-600 ST-0.86%
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3.0-525 ST-0.20%
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(1200%%C)
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CICBMH
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(EXIST)
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(EXIST)
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230.787 750
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STUB
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230.75 750E
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232.37 450W
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232.42 450
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CAP
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CV242
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PL
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ASPH
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STOP
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ASPH
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HP/SL
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CONC
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PL
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PL
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HP/SL/
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HP/SL
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CONC
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CONC
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TS
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1A55
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ASPH
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ASPH
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SL
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2A161
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TBM #5
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SL
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2A35
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0.20 Dia
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0.30 Dia
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0.40 Dia
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1.20 Dia
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0.60 Dia
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1.00 Dia
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0.40 Dia
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0.30 Dia
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0.50 Dia
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0.50 Dia
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0.40 Dia
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0.50 Dia
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0.20 Dia
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T/SLOPE
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B/SLOPE
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T/SLOPE
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B/SLOPE
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T/SLOPE
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B/SLOPE
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CHAIN LINK FENCE
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GARDEN
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BTUC
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TVUC
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TVUC
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BTUC
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82.3-525 ST
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73.5-250 SA
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53.5-450 SA
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39.6-2250 ST
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28.4-1200 ST
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TBM #5 SE CNR OF CONC BRIDGE ABUT N SIDE OF RIVERSIDE DR W OF MT PLEASANT AVE ELEV - 237.604
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ASPH
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ASPH
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EX 1.5 SWK
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EX 1.5 SWK
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EX 1.5 SWK
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EX ASPH PATH
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EX PEDESTRIAN TUNNEL
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57.0-975-ST
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164.6-900-SA
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CB
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CB
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CB
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CB
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EX 1.5 SWK
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BH 12
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BH 13
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147.0-1200 ST
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EX ASPH PATH
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SLOPE
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SLOPE
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EX 1.5 SWK
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TVUC
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BTUC
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2A160
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57.0-975-ST
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MN 182
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GARAGE
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22.3-200 ST
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SLUC
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MN 195 COL
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EX 1.5 SWK
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60.5-2100 ST-0.10%
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8.89
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8.89
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9.00
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9.00
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BY OTHERS)
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(TO REMAIN)
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R=9.0
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R=11.0
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REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
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REMOVE EXIST STMH 1A55, INSTALL NEW 1200 STMH & CONNECT TO 525 ST
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8.5-525 CB LEAD-12.5% MIN.
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MATCH INTO EXIST CURB
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SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
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REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
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REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
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1.5 C/SWK
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5
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R
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R
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R
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R
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6
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HP/SL P39953
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HP/SL P39952
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1.5 C/SWK
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69.0-1200 SA-0.11%
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R
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R=10
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R=9.0
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60.5-2100 ST-0.10%
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250 CB LEAD (TYP)
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ST105
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HGUY
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CICBs
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INSTALL 525 CV
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CICB
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1.5 C/SWK
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1.5 C/SWK
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(TO BE LINED
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9
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9
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250 CB LEAD (TYP)
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INSTALL TACTILE PLATES (STS-11.01 TO 11.09 TYP.)
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INSTALL 250 CV
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T/G 236.050
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T/G 235.900
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T/G 235.820
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T/G 235.860
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(TO ABANDON) GROUT IN PLACE)
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69.0-1200 SA-0.11%
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CICBMH
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375 BETWEEN CICB'S
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375 BETWEEN CICB'S
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200 WV
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OS1085
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ASPH
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TS
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OS1113
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HP/SL
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2A38
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2A37
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GP
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TS
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STOP
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WV
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OS1128
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Mtl POST
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OS1128
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Wd POST
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ASPH
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1A88
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HP/SL
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CONC
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TBM #6
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WV
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WV
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HP/SL
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FH
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WV
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Wd POST
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PL
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ASPH
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IB
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SIB
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OS1091
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WV
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CICB
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TS
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0.20 Dia
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0.50 Dia
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0.50 Dia
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0.50 Dia
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0.40 Dia
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0.30 Dia
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0.30 Dia
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0.30 Dia
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0.20 Dia
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0.30 Dia
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0.20 Dia
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0.30 Dia
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1.00 Dia
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1.00 Dia
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0.40 Dia
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0.40 Dia
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0.40 Dia
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0.30 Dia
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0.20 Dia
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0.30 Dia
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0.40 Dia
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0.30 Dia
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MN 134
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MN 125
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B/SLOPE
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T/SLOPE
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CHAIN LINK FENCE
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BOARD FENCE
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BOARD FENCE
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100 GAS
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100 GAS
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100 GAS
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BTUC
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TVUC
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TVUC
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200 PVC WM
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200 DI WM
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150 DI WM
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200 PVC WM
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150 CI WM
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100 CI WM
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83.4-200 SA
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48.4-250 SA
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82.0-200 SA
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69.0-450 ST
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18.3-250 ST
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48.8-300 ST
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TBM #6 SE CNR OF CONC PORCH MN 134 WALNUT ST ELEV - 234.435
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1200 ST
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EX 1.5 SWK
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164.6-900 SA
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221.0-900 SA
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CB
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EX ASPH PATH
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ASPHALT PARKING LOT
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BH 14
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SA-PDC
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BTUC
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EXIST. RETAINING WALL & RAILING
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ASPH
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ASPH
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EX 1.5 SWK
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EX 1.5 SWK
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EX 1.5 SWK
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EX 1.5 SWK
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SA205
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ST104 (3600 )
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80.0-2100 ST-0.10%
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FUTURE 450
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(TO REMAIN)
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R=9.0
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R=9.0
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R=9.0
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6.50
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6.50
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REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
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MATCH INTO EXIST CURB
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SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
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INSTALL 1.5m CONC/SWK
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1.5 C/SWK
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ST-0.50%
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CONNECT
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FUTURE SAMH
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FUTURE STMH
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REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
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REMOVE AND REPLACE EXIST. 1.5m CONC/SWK
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MATCH INTO EXIST CURB
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SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
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6.40
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6.40
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1.5 C/SWK
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1.5 C/SWK
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R
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R
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R
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R
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1
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1
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3
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3
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3
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3
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4
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4
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5
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200x200 x200 'T'
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22.5°BEND
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200 WM
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INSTALL 200 WV & CON TO EX 200 PVCWM C/W ALL NECESSARY FITTINGS & RESTRAIN TYPICAL
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CBMH
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0+342.5
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CICB
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0+342.5
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9.00
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9.00
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HP/SL P39957
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HP/SL P39956
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2.44-600
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8.5-200 DIWM
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SA218
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CONNECT TO EX 200 DIWM C/W ALL NECESSARY FITTINGS & RESTRAIN TYPICAL
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SA-0.40%
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FUTURE 200
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ST114
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23.0-750 ST-0.16%
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PLUG END
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66.0-1200 SA-0.11%
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NOTE: NOTE: 1. ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS PROJECT MUST BE INSTALLED WITH TRENCH BOX SHORING SYSTEMS TO MINIMIZE EXCAVATIONS LIMITS. MIN. HEIGHT OF TRENCH BOXES SHALL BE 3.66m (12 ft.) 2. ALL STMHs & SAMHs TO HAVE WATERTIGHT COVER ALL STMHs & SAMHs TO HAVE WATERTIGHT COVER (OPSD 401.030)
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HGUY
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INSTALL JOINT RESTRAINTS ON EX 200 PVC WM PRIOR TO INSTALL OF 200 WV
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(TO BE REMOVED)
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20.3-200 SA-0.46%
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9
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9
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9
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HYDRO EASEMENT
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20.0-300 CB LEAD
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INSTALL LONG RADIUS BEND
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250 CB LEAD
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R=9.0
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INSTALL TACTILE PLATES (STS-11.01 TO 11.09 TYP.)
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200 WM
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51.8-1200 SA-0.08%
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103.8-2100 ST-0.10%
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300 CAP
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R=8.0
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CICB
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CICB
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10.0-450 ST-0.50%
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ST-0.50%
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PLUG END
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200 WV
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5.0-200 SA-0.40%
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(200 SA TO BE ABANDONED IN FUTURE WALNUT ST PROJECT)
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(TO ABANDON GROUT IN PLACE)
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12.0-200 SA-0.67%
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125mm ASPHALT over 300mm Granular FILL.
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Compact to loose, brown, sand FILL, some silt to silty, trace gravel.
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Loose, brown, silty sand FILL, topsoil seams.
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Loose, brown, SAND and SILT, lower clayey seams.
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Compact, brown, SAND, some silt and gravel.
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Compact to loose, grey SAND, traces of silt and shell fragments.
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17
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4
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6
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6
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5
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18
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10
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5
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0
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1
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2
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3
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4
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5
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6
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7
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BH-14-16
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BLOWS/0.3M
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End of Borehole. Water level in well within borehole at 5.4 m depth on Jan. 16/17 and at 4.9m on April 18/17.
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C/L CAVENDISH
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CRESCENT
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EX. C/L OF ROAD PROFILE
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82.0-200 SA-0.44%
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83.4-200 SA-0.50%
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RECORD DWG 906(2,3-6) 82.3-200 SA-0.40% ??
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OS1113 INV 231.987
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ST114 (FUTURE)
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SA (FUTURE)
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PROP. 450 ST C/W CAP
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PROP. 200 SA C/W CAP
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CONNECT TO EXIST. 200 SA
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PROP 200 SA DROP
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PROP 200 SA DROP
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(1200%%C)
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(2400%%C)
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(1200%%C)
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(1200%%C)
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FUTURE ALIGNMENT WALNUT STREET 50.0-200 SA-0.40%
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FUTURE ALIGNMENT WALNUT STREET 48.2-450 ST-0.50%
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18.3-250 ST
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69.0-450 ST-0.47%
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ELEVATION OF THE EXIST 200 PVC WM IS TO BE CONFIRMED IN THE FIELD.
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CONNECT TO EXIST 200 PVCWM C/W ALL NECESSARY FITTINGS, & RESTRAINTS TYPICAL
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200 PVC WM
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200 DIWM
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200x200 x200 'T'
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ELEVATION OF THE EXIST 200 DIWM IS TO BE CONFIRMED IN THE FIELD.
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200 x 45° BEND
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200 x 45° BEND
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50 GM S
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BTUC N
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50 GM N
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23.0-750 ST-0.16%
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(FUTURE) 750 ST-0.16%
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PROP. 750 ST C/W CAP
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(3600%%C)
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TOP OF 200 PVC WM 1.70m MIN. COVER (TYP.)
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CICB N
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CICB S
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2.44-600 ST-0.50%
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PROP 450 DROP
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INSTALL 600 END CAP C/W 450 HOLE
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10.0-450 ST-0.50%
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5.0-200 SA-0.40%
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EX 1200 STM
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200 WV
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Compact, grey, dilatant, SILT and fine SAND.
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8
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26
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End of Borehole. At completion of driling, water level at 4.9m depth Dec. 6/16 and at 5.5m depth on April 3/17.
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227.88 1200
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229.61 2100
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N&S
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N&S
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230.65 900
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229.16 2250
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STUB S
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229.21 2250N
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230.73 1050S 230.78 1050N 233.56 975W 230.83 450W
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0+004.2
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231.94 600E
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231.75 600W
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232.22 525E
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233.50 525E
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0+014.1
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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216067 SHT No.4 CAVENDISH CRESCENT CONTRACT No.9 2019 INFRASTRUCTURE RENEWAL PROGRAM-(RFT19-13)
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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NOV,2018
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DATE
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APPROVED
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CHECKED
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DRAWN BY
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DESIGN
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0.5
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0
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1m
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VERTICAL
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HORIZONTAL
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2.5m
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0
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5.0m
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(519) 672-4100 -- N6A 1A8
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ENGINEERS
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SPRIET ASSOCIATES
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155 YORK STREET -- LONDON
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CONSULTING
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LONDON
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LIMITED
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2019 INFRASTRUCTURE RENEWAL PROGRAM
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REVISED AS PER C.O.L. COMMENTS
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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SPRIET
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NOV,2018
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1.
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216067
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4
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VERT.
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1:50
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1:250
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HORZ.
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216067-04
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CSL
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CSL
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JDA
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JDA
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228
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227
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236
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235
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234
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233
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232
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231
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TO 27.5m E OF CAVENDISH CRES.
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TO 30.0m E OF CAVENDISH CRES.
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CONTRACT No.9 CAVENDISH CRESCENT
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WALNUT ST., 70.0m W OF CAVENDISH CRES.
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230
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PRELIMINARY
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229
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228
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236
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235
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234
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233
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232
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231
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230
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229
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RIVERSIDE DR., 50.0m W OF CAVENDISH CRES.
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RIVERSIDE DRIVE
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228
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236
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235
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234
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233
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232
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231
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230
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229
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228
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227
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236
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235
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234
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233
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232
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231
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230
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229
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237
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237
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WALNUT STREET
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CAVENDISH CRESCENT
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MOUNT PLEASANT AVENUE
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APART. P.LOT
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CAVENDISH PARK
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SEE SHEET No.2
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SEE SHEET No.2
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SEE SHEET No.3
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SEE SHEET No.3
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CAVENDISH CRESCENT
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71.8-450 SA-0.08%
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115.4-450 SA-0.14%
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115.4-450 SA-0.14%
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(TO ABANDONED GROUT IN PLACE)
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TYPE 1 BEDDING
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200 DIWM - CL52 DI PIPE
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TYPE 1 BEDDING
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200 WM - PVC CLASS 150 DR-18
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TBM #6 SE CNR OF CONC PORCH MN 134 WALNUT ST ELEV - 234.435
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INSTALL 450 CV W.& 750 CV E.AT ST104 (W.&E. INLETs)
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SEE SHEET No.4
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10.0m-450 ST-0.50%
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22.5m-600 ST-0.86%
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INSTALL 450 & 600 CVs W. AT ST106 (W. INLETs)
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INSTALL 1x450 ,1x600 & 1x750 CVsAT ST104 (W. & E. INLETs)
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SDR-35 PIPE, TYPE 2 BEDDING
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SDR-35 PIPE, TYPE 1 BEDDING
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SDR-35 PIPE TYPE 2 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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2.4m-600 ST-0.50%
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CONC CL 50D, CLASS B1 BEDDING
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CONC CL 65D CLASS B1 BEDDING
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SEE SHEET No.6
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1200 ST
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MN 89 SA PDC OFF CAVENDISH CRESCENT, ST PDC TO 1200 ST
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(TO ABANDONED GROUT IN PLACE)
Page 7: ⠀䔀⸀䰀䔀䜀尩ST. JOSEPH CHALDEAN CATHOLIC ......TO MOUNT PLEASANT AVE. & CHARLES ST INTER. CONTRACT No.9 CAVENDISH CRESCENT PROJECT CONSTRUCTION LIMITS CAVENDISH CRES.T & WYATT
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60mm ASPHALT over 240mm Granular FILL.
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Loose, brown, silty sand FILL, clayey silt seams, trace topsoil.
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End of Borehole. Borehole dry and open at completion.
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9
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2
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3
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0
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1
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BH-08-16
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BLOWS/0.3M
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380mm TOPSOIL.
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Loose, brown silty sand FILL, topsoil and gravelly seams.
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Loose, brown, silty sand FILL, traces of topsoil and gravel.
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End of Borehole. Borehole dry and open at completion.
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6
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4
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1
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0
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1
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BH-06-16
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BLOWS/0.3M
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100mm ASPHALT over 200 mm Granular FILL.
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Loose, brown, sandy silt FILL, some clay, upper topsoil seams.
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Loose, brown becoming grey at 3.0m depth, sandy SILT.
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Dense to very dense, grey SILT till.
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End of Borehole. Borehole open and dry at completion.
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5
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4
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3
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3
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44
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58
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0
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1
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2
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3
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4
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5
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BH-11-16
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BLOWS/0.3M
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6
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7
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46
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59
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Dense, grey, dilatant SILT.
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300mm TOPSOIL.
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Firm, brown sand FILL, some silt.
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Compact to dense, brown, SAND and GRAVEL, trace of silt.
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Hard, brown becoming grey at 3.4m depth, silty CLAY till, lower silt seams.
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End of Borehole. Water level in well within borehole at 3.2 m depth on January 16/17 and on April 18/17.
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8
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25
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32
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30
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40
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56
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0
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1
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2
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3
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4
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5
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BH-04-16
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BLOWS/0.3M
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6
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7
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52
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42
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75mm ASPHALT over 380mm Granular FILL.
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Loose, brown, silty SAND, some gravel.
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Loose, brown, SAND, some silt.
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Compact, brown, SAND and GRAVEL.
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Hard grey silty CLAY till.
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5
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6
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29
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28
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44
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45
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0
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1
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2
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3
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4
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5
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BH-10-16
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BLOWS/0.3M
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50/
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4"
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42
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6
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7
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Dense to very dense, dilatant SILT, trace of clay.
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End of Borehole. At completion of drilling, borehole dry and open on Dec. 8/16 and water level at 3.2m depth on April 17/17.
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75mm ASPHALT over 255mm Sand FILL.
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Loose, brown, silty sand FILL, traces paper and plastic fragments.
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Loose, brown SAND, some silt.
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Compact, brown, SAND, some silt and gravel.
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End of Borehole. Borehole dry and open at completion.
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4
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5
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10
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0
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1
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BH-09-16
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BLOWS/0.3M
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C/L CHARLES STREET
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(EAST LEG)
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C/L MOUNT
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PLEASANT
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EX. C/L OF ROAD PROFILE
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EX. PARKING PROFILE
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PARKING LOT LIMIT
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99.7-450 SA-0.12%
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62.1-200 SA-0.56%
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14.1-150 SA-1.95%
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900 SA-0.12%
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119.6-900 SA-0.10%
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231.5-900 SA-0.08%
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80.5-1200 SA-0.08%
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150 SA PDC
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MN 61 150 SA PDC
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2x100 SA PDC's AT REAR OF SCHOOL
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900 SA WEST
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CICB's
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(3000%%C)
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(3000%%C)
AutoCAD SHX Text
INSTALL SAFETY LANDING SW 2.5
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INSTALL SAFETY LANDING SW 2.5
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INSTALL SAFETY LANDING SW 2.5
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25.1-200 ST-0.96%
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AVENUE
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FUTURE
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FUTURE
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(3000%%C)
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FUTURE
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FUTURE
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(2400%%C)
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CONTRACTOR TO INSTALL BREAKOUT OPENING FOR FUTURE 2100 PIPE
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PROP 450 SA DROP
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TEMP SAMH
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(2400%%C)
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18.0-900 SA-0.10%
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INSTALL 2400 TEMP SAMH CONNECT TO EX 900 SA WITH 4.0-900 SA-0.10% C/W CONC COLLAR
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PROP 9.0m DIWM FROM 200x150 REDUCER TO CONNECT TO EXIST 150 CIWM C/W ALL NECESSARY FITTINGS, & RESTRAINTS TYPICAL
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ELEVATION OF THE EXIST 150 CIWM IS TO BE CONFIRMED IN THE FIELD.
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150 CIWM
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200x200 x200 'T'
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CICB's
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300x200 REDUCER
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200x150 REDUCER
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TOP OF 300 PVC WM 1.70m MIN. COVER (TYP.)
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45° BEND
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45° BEND
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SLEEVE
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(1200 TEE MH)
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SA228
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(1200%%C)
AutoCAD SHX Text
SA229
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(1200%%C)
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59.6-200 SA-0.50%
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INSTALL 8.0-200 SA-2.25% CONNECT TO 2400 TEMP SAMH COMPLETE
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INSTALL 3.0-200 SA-0.50% CONNECT TO SA229 COMPLETE
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(1200 TEE MH)
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TVUC
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50 GM
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BTUC E
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BTUC E
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50 GM E
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BTUC W
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TVUC W
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BTUC E
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100 GM E
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BTUC W
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100 GM E
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35.5° BEND
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23.0-2100 ST-0.10%
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230.73 900N
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228.65 450DROP
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230.75 900S
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230.79 900N
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0+500.8
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231.43 200W
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0+516.5
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0+516.0
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231.83 200N
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231.25 200E
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231.71 200E
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232.10
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232.10
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EXIST.
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1A79
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CONC
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HP/SL
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ASPH
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TBM #4
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CONC
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BRCK
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HP/SL/
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ASPH
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CV272
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CV157
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STNE
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RIB
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GRDN
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GRDN
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CONC
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TS
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HP/SL
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CV220
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STOP
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HP /HD
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ASPH
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TS
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PL
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IB
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ASPH
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CONC
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HP/SL
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ASPH
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TBM #3
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GRAV
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CONC
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GRAV
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CONC
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STNE
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HP/SL
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CONC
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CV156
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BRCK
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ASPH
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SIB
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FH
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WV
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WV
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TS
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ASPH
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CONC
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CONC
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TS
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CV219
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ASPH
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PL
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HP
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TS
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FH
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WV
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CV132
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CV155
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HP/SL
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ASPH
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HP/SL
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ASPH
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ASPH
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CONC
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Wd POST
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WV
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WV
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FH
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WV
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TS
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104
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234.180
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CP
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103
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234.165
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CP
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102
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233.958
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CP
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1.00 Dia
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0.50 Dia
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0.80 Dia
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0.80 Dia
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1.00 Dia
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0.30 Dia
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1.00 Dia
AutoCAD SHX Text
0.30 Dia
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0.20 Dia
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0.40 Dia
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0.30 Dia
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0.30 Dia
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1.20 Dia
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0.50 Dia
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1.00 Dia
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0.60 Dia
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1.00 Dia
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0.20 Dia
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1.00 Dia
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MN 85
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MN 61
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MN 64
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MN 70
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MN 72
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MN 173
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MN 176
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MN 178
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MN 89
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CHAIN LINK FENCE
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BOARD FENCE
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BOARD FENCE
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STONE
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STONE
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BRICK
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WHEEL CHAIR RAMP
AutoCAD SHX Text
BTUC
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BTUC
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TVUC
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LHUC
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LHUC
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150 CI WM
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200 CI WM
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150 CI WM
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GARDEN
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GARDEN
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30.2-200 SA
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37.6-900 SA
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lined 92.8-375 ST
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80.2-200 SA
AutoCAD SHX Text
59.6-200 SA
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119.6-900 SA
AutoCAD SHX Text
62.1-200 SA
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86.0-200 SA
AutoCAD SHX Text
TBM #3 SW CNR OF CONC PORCH MN 72 CHARLES ST ELEV - 235.223
AutoCAD SHX Text
TBM #4 NW CNR OF CONC PORCH MN 176 MT PLEASANT AVE ELEV - 234.974
AutoCAD SHX Text
CONC
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CONC
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CONC
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CONC
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ASPH
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CONC
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150 SA-PDC
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150 SA-PDC
AutoCAD SHX Text
PDCs AT REAR OF SCHOOL
AutoCAD SHX Text
EX GRASS AREA
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ASPHALT PARKING LOT
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ASPHALT PARKING LOT
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
CB
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231.5-900-SA
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EX SHED
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EX GARAGE
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ASPHALT PARKING LOT
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EX ASPH PATH
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EX 1.5 SWK
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EX 1.5 SWK
AutoCAD SHX Text
EX 1.5 SWK
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EX 1.5 SWK
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BH 6
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BH 7
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BH 4
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BH 8
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BH 9
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BH 10
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BH 11
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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SA-PDC
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250-ST
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OPI 320-1
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BTUC
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BTUC
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EX 1.5 SWK
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BTUC
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BTUC
AutoCAD SHX Text
CB 232.432 150W
AutoCAD SHX Text
BTUC
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BTUC
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50 GAS
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150 CI WM
AutoCAD SHX Text
1.85m HIGH C-L FENCE
AutoCAD SHX Text
1.85m HIGH C-L FENCE
AutoCAD SHX Text
TVUC
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BTUC
AutoCAD SHX Text
GARDEN
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SA-PDC
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SA-PDC
AutoCAD SHX Text
SA-PDC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
32 GAS
AutoCAD SHX Text
100 GAS
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
SA211
AutoCAD SHX Text
SA212
AutoCAD SHX Text
FUTURE
AutoCAD SHX Text
50 GAS
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
100.8-2100 ST-0.10%
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
ST109
AutoCAD SHX Text
77.8-2100 ST-0.08%
AutoCAD SHX Text
2100 ST
AutoCAD SHX Text
80.5-1200 SA-0.11%
AutoCAD SHX Text
80.5-1200 SA-0.08%
AutoCAD SHX Text
INSTALL NEW 3-WAY HYDRANT WITH STORZ
AutoCAD SHX Text
FH
AutoCAD SHX Text
(PROP EASEMENT)
AutoCAD SHX Text
(PROP EASEMENT)
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
SA210
AutoCAD SHX Text
100.8-2100 ST-0.10%
AutoCAD SHX Text
6.50
AutoCAD SHX Text
6.50
AutoCAD SHX Text
6.50
AutoCAD SHX Text
6.50
AutoCAD SHX Text
SA225
AutoCAD SHX Text
R=6.5
AutoCAD SHX Text
R=19.5
AutoCAD SHX Text
R=26.5
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
REMOVE EXIST. CONC. CURB, INSTALL CONC. CURB OPSD 600.010
AutoCAD SHX Text
PART 5
AutoCAD SHX Text
PART 6
AutoCAD SHX Text
MATCH INTO EXIST CURB
AutoCAD SHX Text
SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
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SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
R
AutoCAD SHX Text
R
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R
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1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
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2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
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5
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
(2400 )
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(1200 )
AutoCAD SHX Text
ST110
AutoCAD SHX Text
W INV 229.20
AutoCAD SHX Text
W INV 231.30
AutoCAD SHX Text
37.0-300 ST-0.54%
AutoCAD SHX Text
0+600.0
AutoCAD SHX Text
CICB
AutoCAD SHX Text
0+600.0
AutoCAD SHX Text
CICB
AutoCAD SHX Text
0+523.5
AutoCAD SHX Text
CICB
AutoCAD SHX Text
5.0%
AutoCAD SHX Text
+
AutoCAD SHX Text
233.855
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
CICB
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
+
AutoCAD SHX Text
233.906
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.51%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
+
AutoCAD SHX Text
234.114
AutoCAD SHX Text
+
AutoCAD SHX Text
233.963
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
T/G 233.60 0+523.5
AutoCAD SHX Text
T/G 233.805 0+600.0
AutoCAD SHX Text
1.32%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
5.0%
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
5.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
+
AutoCAD SHX Text
234.114
AutoCAD SHX Text
234.177
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
233.906
AutoCAD SHX Text
FUTURE
AutoCAD SHX Text
FUTURE
AutoCAD SHX Text
FUTURE
AutoCAD SHX Text
FUTURE
AutoCAD SHX Text
FUTURE
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CICB
AutoCAD SHX Text
250 CB LEADS (TYP.)
AutoCAD SHX Text
2.0-375 ST-0.29%
AutoCAD SHX Text
150 WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
INSTALL NEW 3-WAY HYDRANT WITH STORZ
AutoCAD SHX Text
300 WV
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
8.00
AutoCAD SHX Text
8.00
AutoCAD SHX Text
PROVIDE BREAK-OUT FOR FUTURE SEWERS
AutoCAD SHX Text
REMOVE EXIST STMH, INSTALL NEW 1200 STMH & CONNECT TO EXIST 375 ST
AutoCAD SHX Text
HERITAGE HOME
AutoCAD SHX Text
TEMP SAMH 2400
AutoCAD SHX Text
900 SA-0.10%
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
COMM. M.BOX
AutoCAD SHX Text
SA209
AutoCAD SHX Text
22.5°BEND
AutoCAD SHX Text
22.5°BEND
AutoCAD SHX Text
200x 200 'T'
AutoCAD SHX Text
STMH 1200
AutoCAD SHX Text
45°BEND
AutoCAD SHX Text
200x150 REDUCER
AutoCAD SHX Text
45°BEND
AutoCAD SHX Text
200 WM
AutoCAD SHX Text
9.0-150 DIWM
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
50 GAS
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
200 WV
AutoCAD SHX Text
300x200 REDUCER
AutoCAD SHX Text
DUCT
AutoCAD SHX Text
MATCH INTO EXIST CURB
AutoCAD SHX Text
NOTE: NOTE: 1. ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS ALL PROPOSED SAN. & STM. SEWERS WITHIN THIS PROJECT MUST BE INSTALLED WITH TRENCH BOX SHORING SYSTEMS TO MINIMIZE EXCAVATIONS LIMITS. MIN. HEIGHT OF TRENCH BOXES SHALL BE 3.66m (12 ft.) 2. ALL STMHs & SAMHs TO HAVE WATERTIGHT COVER ALL STMHs & SAMHs TO HAVE WATERTIGHT COVER (OPSD 401.030)
AutoCAD SHX Text
6.50
AutoCAD SHX Text
6.50
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
INSTALL TEMP 2400 SAMH CONNECT TO EX 900 SA WITH 4.0-900 SA C/W CONC COLLAR
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
18.0-900 SA-0.10%
AutoCAD SHX Text
INSTALL 250 CV
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CICB
AutoCAD SHX Text
23.0-2100 ST-0.10%
AutoCAD SHX Text
26.0-1200 SA-0.11%
AutoCAD SHX Text
300 WM
AutoCAD SHX Text
R=7.5
AutoCAD SHX Text
104.2-1200 SA-0.11%
AutoCAD SHX Text
22.5°BEND
AutoCAD SHX Text
ST108
AutoCAD SHX Text
SA208
AutoCAD SHX Text
ST107
AutoCAD SHX Text
200 DIWM
AutoCAD SHX Text
SA228
AutoCAD SHX Text
INSTALL LONG RADIUS BENDS
AutoCAD SHX Text
10.0-200 SA-0.32%
AutoCAD SHX Text
SA229
AutoCAD SHX Text
8.0-200 SA-2.25%
AutoCAD SHX Text
3.0-200 SA-0.50%
AutoCAD SHX Text
1.5 C/SWK
AutoCAD SHX Text
REFER TO BELL DESIGN DWGS. FOR MH & DUCT REHABILITATION DETAILS
AutoCAD SHX Text
NOTE: NOTE: REFER TO DWGs. SA1-SA2 FOR EX. SAN SEWER REMOVALS & GROUTING
AutoCAD SHX Text
104.2-1200 SA-0.11%
AutoCAD SHX Text
CONNECT TO 150 CIWM C/W 9.0m 150 DIWM ALL NECESSARY FITTINGS & RESTRAINTS TYPICAL
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
C/L
AutoCAD SHX Text
WATERMAIN
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
STORM
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
SANITARY
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
STATION
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
C/L
AutoCAD SHX Text
WATERMAIN
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
STORM
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
SANITARY
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
STATION
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
C/L
AutoCAD SHX Text
WATERMAIN
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
STORM
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
SANITARY
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
STATION
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
C/L
AutoCAD SHX Text
WATERMAIN
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
STORM
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
SANITARY
AutoCAD SHX Text
SEWER
AutoCAD SHX Text
STATION
AutoCAD SHX Text
SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AS CONSTRUCTED SERVICES
AutoCAD SHX Text
COMPLETION
AutoCAD SHX Text
DRAWING #, SOURCE
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DATE
AutoCAD SHX Text
EXISTING SERVICES
AutoCAD SHX Text
DETAILS
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DESIGN
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DRAWN BY
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
216067 SHT No.5 CAVENDISH CRESCENT CONTRACT No.9 2019 INFRASTRUCTURE RENEWAL PROGRAM-(RFT19-13)
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
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CONSULTANT OR DIVISION
AutoCAD SHX Text
REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
AutoCAD SHX Text
DRAWING #, SOURCE
AutoCAD SHX Text
DATE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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CONSULTANT
AutoCAD SHX Text
CONSULTANT OR DIVISION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AS CONSTRUCTED SERVICES
AutoCAD SHX Text
COMPLETION
AutoCAD SHX Text
DRAWING #, SOURCE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
EXISTING SERVICES
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET No.
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PROJECT No.
AutoCAD SHX Text
PLAN FILE No.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
ENGINEER'S STAMP
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
CONSULTANT OR DIVISION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AS CONSTRUCTED SERVICES
AutoCAD SHX Text
COMPLETION
AutoCAD SHX Text
DRAWING #, SOURCE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
EXISTING SERVICES
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
NOV,2018
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DESIGN
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0.5
AutoCAD SHX Text
0
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1m
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VERTICAL
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HORIZONTAL
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2.5m
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0
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5.0m
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