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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0.20 Dia
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0.30 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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0.20 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
AutoCAD SHX Text
713
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714
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712
AutoCAD SHX Text
717
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708
AutoCAD SHX Text
709
AutoCAD SHX Text
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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0.40 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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0.60 Dia.
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0.60 Dia.
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0.10 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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0.60 Dia.
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0.20 Dia.
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0.20 Dia.
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0.10 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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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
AutoCAD SHX Text
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
AutoCAD SHX Text
50 GAS
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50 GAS
AutoCAD SHX Text
50 GAS
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GARDEN
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TVUC
AutoCAD SHX Text
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%
AutoCAD SHX Text
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
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. 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
AutoCAD SHX Text
45°BEND
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22.5°BEND
AutoCAD SHX Text
200 WM
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200 WM
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FH
AutoCAD SHX Text
EX 1.5 SWK
AutoCAD SHX Text
200x100 REDUCER
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2H:1V
AutoCAD SHX Text
(GROUT IN PLACE)
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(GROUT IN PLACE)
AutoCAD SHX Text
(GROUT IN PLACE)
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(GROUT IN PLACE)
AutoCAD SHX Text
(GROUT IN PLACE)
AutoCAD SHX Text
(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 )
AutoCAD SHX Text
8.0-200 SA-0.63%
AutoCAD SHX Text
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
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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1.5 C/SWK
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1.5 C/SWK
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ST-0.50%
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PLUG
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CONNECT
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ST INV EL 230.54
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INSTALL 1.5m CONC/SWK
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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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RESTORE GRASS AREAS WITH APPROVED SEED MIX AS PER SPECS.
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1.5 C/SWK
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1.5 C/SWK
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3
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REMOVE EXIST SANITARY MH
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R
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REMOVE EXIST CB AND LEAD
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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
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DYE TEST TO VERIFY ACTIVE PDC
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200 WM
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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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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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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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9.00
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9.00
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675 SA
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0+210.0
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HP/SL P39959
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HP/SL P39958
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HP/SL P39957
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HP/SL P39956
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LS2
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2.44-600
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(TO ABANDON GROUT IN PLACE)
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(TO ABANDON GROUT IN PLACE)
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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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23.0-750 ST-0.16%
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PLUG END
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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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66.0-1200 SA-0.11%
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200x150 REDUCER
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45°BEND
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200 WM
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51.8-1200 SA-0.08%
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15.0-250 SA-1.0%
AutoCAD SHX Text
R
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17.0-1200 SA-0.08%
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34.8-1200 SA-0.08%
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MATCH INTO EXIST C/L OF ROAD 0+210.0
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SAW CUT & MILL 500 WIDE x 50 DEEP & MATCH EXIST. ASPH.
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NOTE: REFER TO 'TP' DWGS. REFER TO 'TP' DWGS. FOR TREE PRESERVATION AND REMOVALS
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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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300 LEAD
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250 LEAD
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150 WV
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200 WV
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CONNECT TO EX 200 WV C/W ALL NECESSARY FITTINGS & RESTRAIN TYPICAL
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HGUY
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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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103.0-2100 ST-0.10%
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4
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4
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R
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INSTALL CONC. CURB OPSD 600.010
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(TO BE REMOVED)
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9
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9
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9
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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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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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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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9.5-250 SA PDC
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750 CHECKVALVE (E. INLET)
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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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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)
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.
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
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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
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)
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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
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
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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
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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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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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.
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.
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200 WM
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R
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R
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R
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1
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5
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4
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4
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3
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(2400 )
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(1200 )
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ST110
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W INV 229.20
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W INV 231.30
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37.0-300 ST-0.54%
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0+600.0
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CICB
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0+600.0
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CICB
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0+523.5
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CICB
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5.0%
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+
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233.855
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2.0%
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2.0%
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2.0%
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CICB
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0.50%
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0.50%
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0.50%
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+
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233.906
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0.50%
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0.51%
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0.50%
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0.50%
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0.50%
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0.50%
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0.50%
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0.50%
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+
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234.114
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+
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233.963
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0.50%
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T/G 233.60 0+523.5
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T/G 233.805 0+600.0
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1.32%
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0.50%
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2.0%
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2.0%
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2.0%
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VARIES
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5.0%
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VARIES
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5.0%
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2.0%
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2.0%
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+
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234.114
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234.177
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+
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+
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233.906
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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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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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150 WV
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FH
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INSTALL NEW 3-WAY HYDRANT WITH STORZ
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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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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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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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50 GAS
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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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MATCH INTO EXIST CURB
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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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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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(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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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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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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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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REFER TO BELL DESIGN DWGS. FOR MH & DUCT REHABILITATION DETAILS
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NOTE: NOTE: REFER TO DWGs. SA1-SA2 FOR EX. SAN SEWER REMOVALS & GROUTING
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104.2-1200 SA-0.11%
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CONNECT TO 150 CIWM C/W 9.0m 150 DIWM ALL NECESSARY FITTINGS & RESTRAINTS TYPICAL