se3 - notes and details · design by pjb. drawn by pjb. checked by dh. f.bk. 1098. file: del18-043...
TRANSCRIPT
London Office41 Adelaide St. N., Unit 71(519) 672-8310
Paris Office31 Mechanic St., Unit 301(519) 442-1441
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benchmark 1
elevation = 222.38m
benchmark 2
elevation = 218.86m
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EX. SIGN
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EX. SIGN
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EX. BELL PED
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EX. TV PED
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EX. SIGN
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EX. BELL PED
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EX. TV PED
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EX. GATE
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EX. SIGN
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EX. SIB
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1200 20 DIA./DRIP
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EX. AD SIGN
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600 16 DIA./DRIP
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800 16 DIA./DRIP
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250 12 DIA./DRIP
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350 15 DIA./DRIP
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1500 20 DIA./DRIP
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400 16 DIA./DRIP
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EX. STUMP
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EX. STUMP
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700 20 DIA./DRIP
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200 4 DIA./DRIP
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200 8 DIA./DRIP
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200 8 DIA./DRIP
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EX. SIGN
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EX. GATE
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400x3 20 DIA./DRIP
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100 3 DIA./DRIP
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700 18 DIA./DRIP
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500 16 DIA./DRIP
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075 2 DIA./DRIP
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100 5 DIA./DRIP
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EX. C.O.
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EX. AD SIGN
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200 6 DIA./DRIP
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350 7 DIA./DRIP
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250 6 DIA./DRIP
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1300 25 DIA./DRIP
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250 7 DIA./DRIP
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200 6 DIA./DRIP
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600 15 DIA./DRIP
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150 6 DIA./DRIP
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250 7 DIA./DRIP
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250 7 DIA./DRIP
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250 7 DIA./DRIP
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200 8 DIA./DRIP
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200 10 DIA./DRIP
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300 9 DIA./DRIP
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250 8 DIA./DRIP
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300 10 DIA./DRIP
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600 20 DIA./DRIP
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500x2 25 DIA./DRIP
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EX. TRAFFIC SIGN
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250 8 DIA./DRIP
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100 6 DIA./DRIP
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600 16 DIA./DRIP
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200 7 DIA./DRIP
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300 12 DIA./DRIP
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200 10 DIA./DRIP
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250 10 DIA./DRIP
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EX. WSC VALVE
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EX. HOSE BIB/FAUCET
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050 2 DIA./DRIP
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EX. SIB
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EX. IB
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EX. SIB
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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500 16 DIA./DRIP
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100 6 DIA./DRIP
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600 15 DIA./DRIP
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150 8 DIA./DRIP
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200 12 DIA./DRIP
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200 12 DIA./DRIP
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1200 23 DIA./DRIP
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500 12 DIA./DRIP
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450 14 DIA./DRIP
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250 14 DIA./DRIP
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200 12 DIA./DRIP
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800 16 DIA./DRIP
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300 8 DIA./DRIP
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300 10 DIA./DRIP
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250 10 DIA./DRIP
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400 10 DIA./DRIP
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EX. 150mm TILE (APPROX. LOCATION)
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MN 211
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MN 209
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MN 207
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MN 213
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MN 215
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MN 217
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MN 219
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MN 221
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MN 223
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MN 225
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MN 300
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MN 302
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MN 304
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MN 306
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MN 308
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MN 310
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MN 312
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MN 314
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EX. STMH7 LID=218.11 N.INV=216.11 E.INV=216.06 W.INV=216.04
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BLOCK 78
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EX. STMH16 LID=218.83 N.INV=216.73 S.INV=216.58 W.INV=216.61
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EX. CBMH3 LID=±218.35E.INV=±216.79
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EX. 35.0m-300 STM-0.43%
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EX. 58.5m-375 STM-0.80%
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EX. 300 STM
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W/C
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MILLER ROAD
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EX. CB LID=220.85
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EX. CB LID=220.78
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EX. STMH12
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EX. STMH11
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LEITCH STREET
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BOUW PLACE
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EX. 300 STM
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EX. ASPH PATHWAY
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EX. ASPH PATHWAY
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EX. ASPH PATHWAY
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EX. GRVL PATHWAY
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EX. ASPH PATHWAY
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B/SLOPE
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B/SLOPE
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B/SLOPE
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EX. GRASS MOUND
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EX. ASPH PATHWAY
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EX. BASEBALL DIAMOND
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EX. BENCH
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EX. BENCH
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EX. 204m-50 WATER SERVICE
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EX. RIGID STYROFOAM INSULATION ALONG TRENCH WALL FOR FROST PROTECTION
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EX. (2) 45° H.BENDS
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LIMIT OF EX. WATER SERVICE
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EX. 150x50 TAPPINGSLEEVE AND VALVE
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EX. 525 STM
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EX. 600 STM
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EX. STMH
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EX. SANMH
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EX. SANMH
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EX. 250 SAN
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EX. 250 SAN
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EX. 250 SAN
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EX. 150 WM
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EX. 150 WM
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EX. 300 STM
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SE1
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DUTTON SPRAY PAD SONS OF SCOTLAND PARK DUTTON/DUNWICH, ONTARIO
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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CONSULTANT
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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TITLE
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SCALE
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CONSULTANT OR DIVISION
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DESIGN BY PJB
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DRAWN BY PJB
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CHECKED BY DH
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F.BK. 1098
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FILE: DEL18-043 BASE.DWGDEL18-043 BASE.DWG
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DEL18-043
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ENGINEER'S STAMP
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1
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FOR CLIENT REVIEW
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JUN. 26/18
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DEVENG
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(London) Limited
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CONSULTING CIVIL ENGINEERS ONSULTING CIVIL ENGINEERS NSULTING CIVIL ENGINEERS SULTING CIVIL ENGINEERS ULTING CIVIL ENGINEERS LTING CIVIL ENGINEERS TING CIVIL ENGINEERS ING CIVIL ENGINEERS NG CIVIL ENGINEERS G CIVIL ENGINEERS CIVIL ENGINEERS CIVIL ENGINEERS IVIL ENGINEERS VIL ENGINEERS IL ENGINEERS L ENGINEERS ENGINEERS ENGINEERS NGINEERS GINEERS INEERS NEERS EERS ERS RS S
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2
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FOR CLIENT REVIEW
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JUL. 17/18
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DEVENG
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3
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FOR CLIENT REVIEW
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AUG. 31/18
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DEVENG
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4
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ISSUED FOR TENDER
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SEPT. 26/18
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DEVENG
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EXISTING CONDITIONS AND SITE PREPARATION
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SCALE - 1:400
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4
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0
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8m
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LIMIT DISTURBANCE WITHIN DRIPLINE
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DRIPLINE
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ROOT SPREAD VARIES WITH SPECIES AND SOIL CONDITIONS
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CONSTRUCTION FENCE
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2.5m SPACING BETWEEN WOOD STAKES (TYP)
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TREE PRESERVATION FENCING NTS
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(REFERENCE OPSD 220.010 FOR PLACEMENT DETAILS WITHIN DRIPLINE)
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CONSTRUCTION FENCE TO BE SECURED TO WOOD STAKES OR 'T' POSTS
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50mmx50mm WOOD STAKE OR 'T' POST
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50mmx50mm WOOD STAKE OR 'T' POST SET FIRMLY INTO EXISTING GROUND
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DRIPLINE LOCATION
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SECTION
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SITE PREPARATION NOTES 1. The Contractor shall take precautions to avoid damage to The Contractor shall take precautions to avoid damage to existing servicing and surfaces not designated for removal. Any damage shall be repaired and restoration completed at the expense of the Contractor. 2. Topographical information, existing utility and service Topographical information, existing utility and service locations shown on the plan are derived (in part) from the field survey information collected by others and record information provided by the Owner, the Municipality of Dutton Dunwich, and Utility companies. The Contractor shall , and Utility companies. The Contractor shall and Utility companies. The Contractor shall field locate all services prior to construction. 3. Prior to initiating site works, the Contractor shall obtain Prior to initiating site works, the Contractor shall obtain locates for all existing underground utilities within the area of construction. The Contractor shall be responsible for the cost of repair or replacement of any utilities damaged or disturbed during construction, and shall immediately contact the appropriate utility owner upon such occurrence. 4. Caution: Existing fibre optic cables may be present. Caution: Existing fibre optic cables may be present. 5. Where utility crossings are required, the Contractor shall Where utility crossings are required, the Contractor shall undertake appropriate measures for the temporary support of such utilities in accordance with the requirements of the utility owner until such time as backfilling and compaction are complete. 6. Prior to construction, the Contractor shall check and verify Prior to construction, the Contractor shall check and verify all site benchmarks, elevations, service inverts, grades, and dimensions and immediately report any discrepancies to the Engineer. 7. Prior to construction, an approved set of plans and Prior to construction, an approved set of plans and specifications shall be available on the job site and shall remain on-site for the duration of construction. The Contractor shall verify with the Contract Administrator that the most current drawings are in circulation. 8. The Contractor shall be responsible for protection of all The Contractor shall be responsible for protection of all survey markers and monuments during construction. Any legal survey monuments which are disturbed during construction shall be replaced at the expense of the Contractor. 9. All works shall be undertaken in accordance with current All works shall be undertaken in accordance with current Occupational Health and Safety Act requirements. 10. Prior to undertaking on-site earth works, the Contractor Prior to undertaking on-site earth works, the Contractor shall install all sediment controls relevant to the area of site disturbance. 11. The Contractor shall be responsible for regular monitoring The Contractor shall be responsible for regular monitoring and cleanup of tracked mud/debris on adjacent lands and public roads to the satisfaction of the Engineer and the Municipality of Dutton Dunwich. 12. All excavations shall be backfilled to the surrounding All excavations shall be backfilled to the surrounding subgrade elevation with suitable select mineral soil or compacted granulars, of suitable moisture content, as approved by a Geotechnical Engineer. Such backfill material shall be placed in lifts not exceeding 300mm thickness and compacted to 100% SPMDD as engineered fill to the satisfaction of a Geotechnical Engineer. 13. Existing surfaces within the Road Allowance that are Existing surfaces within the Road Allowance that are disturbed during construction shall be restored to a condition at least as good as conditions prior to construction, to the satisfaction of the Municipality of Dutton Dunwich, all at no cost to the Owner. 14. The Contractor shall take all reasonable measures to avoid The Contractor shall take all reasonable measures to avoid mixing topsoil with subsoil where required for reuse on-site. 15. All substitutions are subject to approval by the EngineerAll substitutions are subject to approval by the Engineer
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EXISTING GROUND
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FRONT VIEW
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DIRECTION OF FLOW
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0.2m
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SIDE VIEW
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0.2m
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FILTER FABRIC TO BE
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WOODEN POST
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FASTENED BY 14 Ga
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WIRE OR EQUIVALENT
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600mm
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LIGHT-DUTY SILT FENCE (REF: OPSD 219.11) NTS
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FILTER FABRIC TO BE SECURED TO 50 x 50 x 1200 WOOD POSTS USING 14 Ga WIRE OR EQUIVALENT. POSTS TO BE SET FIRMLY IN EXISTING GROUND.
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WOVEN OR SLIT-FILM GEOTEXTILE TO MEET THE PHYSICAL REQUIREMENTS OF OPSS 1860 - TABLE 3. INSTALL IN LOCATIONS SPECIFIED ON THIS PLAN.
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EX. GROUND
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(REF: OPSS 1860 - Table 3)
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2.0m SPACING BETWEEN POSTS (TYPICAL)
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DENOTES LIGHT DUTY SILT FENCING
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DENOTES TREE PRESERVATION FENCE
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DENOTES EXISTING DECIDUOUS TREE
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DENOTES EXISTING TV PEDESTAL
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EX. TV PED
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DENOTES EXISTING FENCE
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DENOTES EXISTING STORM SEWER
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EX. 50.0-200 SAN-1.0%%%
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DENOTES EXISTING SANITARY SEWER
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EX. 50.0-600 ST-0.5%%%
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DENOTES EXISTING CATCHBASIN MANHOLE
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DENOTES EXISTING SANITARY MANHOLE
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DENOTES EXISTING STORM MANHOLE
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DENOTES EXISTING CATCHBASIN
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EX. CB
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EX. CBMH
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EX. SANMH
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EX. STMH
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EX. HYD
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EX. WV
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DENOTES EXISTING HYDRANT
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DENOTES EXISTING WATER VALVE
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DENOTES EXISTING WATERMAIN
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EX. 150 WM
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DENOTES PROPOSED HOARDING FENCE
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%%ULEGEND
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EX. HP
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DENOTES EXISTING HYDRO POLE
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DENOTES EXISTING BELL CABLE
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DENOTES EXISTING GAS MAIN
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DENOTES EXISTING OUTDOOR POWER RECEPTACLE
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EX. GM
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DENOTES APPROXIMATE LOCATION OF EXISTING HYDRO
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EX. SL
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DENOTES APPROXIMATE LOCATION OF EXISTING STREET LIGHT CABLE
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DENOTES EXISTING CONIFEROUS TREE
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SUPPLY AND INSTALL TREE PRESERVATION FENCE IN ACCORDANCE WITH THE DETAIL ON THIS SHEET. REMOVE AND DISPOSE OF FENCE UPON COMPLETION OF CONSTRUCTION (TYP.)
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SUPPLY AND INSTALL LIGHT-DUTY SILT FENCE IN ACCORDANCE WITH THE DETAIL ON THIS SHEET. REMOVE AND DISPOSE OF FENCE UPON COMPLETION OF CONSTRUCTION
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EX. PR
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EX. PR
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EX. PR
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DENOTES EXISTING BELL PEDESTAL
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EX. BELL PED
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TOPOGRAPHICAL INFORMATION AND SITE BENCHMARK AS PROVIDED BY DEVELOPMENT ENGINEERING (LONDON) LIMITED
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THE CONTRACTOR SHALL USE TWO GEODETIC BENCHMARKS AT ALL TIMES DURING CONSTRUCTION.
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SITE BENCHMARK: SITE BENCHMARK 1 - TOP SPINDLE OF FIRE HYDRANT IN NORTH - TOP SPINDLE OF FIRE HYDRANT IN NORTH TOP SPINDLE OF FIRE HYDRANT IN NORTH BOULEVARD OF MILLER ROAD, ±54m EAST OF PARK ENTRANCEELEVATION = 222.38 METRES 222.38 METRES METRES SITE BENCHMARK 2 - STANDARD IRON BAR (SIB) AT THE NORTH - STANDARD IRON BAR (SIB) AT THE NORTH STANDARD IRON BAR (SIB) AT THE NORTH EAST CORNER OF M.N. 217 LEITCH ROAD ELEVATION = 218.86 METRES218.86 METRES METRES
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PROVIDE MODULAR HOARDING FENCE TO PREVENT PEDESTRIAN ACCESS TO CONSTRUCTION ZONE. MAINTAIN PATHWAY ACCESS WHEN POSSIBLE. FENCE LAYOUT SHOWN ON THIS PLAN IS SCHEMATIC ONLY. THE CONTRACTOR SHALL MOVE FENCE THROUGHOUT CONSTRUCTION, AS NECESSARY. REMOVE FENCE UPON COMPLETION OF CONSTRUCTION
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SEDIMENT AND EROSION CONTROL NOTES 1. Protect all exposed surfaces and control all runoff during construction. Protect all exposed surfaces and control all runoff during construction. 2. All erosion control measures to be in place before starting construction All erosion control measures to be in place before starting construction and remain in place until restoration is complete. 3. Maintain erosion control measures during construction. Maintain erosion control measures during construction. 4. All collected sediment to be disposed of at an approved location. All collected sediment to be disposed of at an approved location. 5. Protect all catchbasins, manholes and pipe ends from sediment Protect all catchbasins, manholes and pipe ends from sediment intrusion with geotextile (Terrafix 270R or approved equivalent). 6. Keep all sumps clean during construction. Keep all sumps clean during construction. 7. Prevent wind-blown dust. Prevent wind-blown dust. 8. Obtain approval from the LTVCA before construction for works which Obtain approval from the LTVCA before construction for works which are in, or adjacent to floodlines, fill lines and hazardous slopes. 9. All silt fencing and details are at the minimum to be constructed in All silt fencing and details are at the minimum to be constructed in accordance with the Ministry of Natural Resources Guidelines on Erosion and Sediment Control for Urban Construction Sites. 10. All of the above notes and any sediment and erosion control measures All of the above notes and any sediment and erosion control measures are at a minimum to be in accordance the Ministry of Natural Resources Guidelines on Erosion and Sediment Control for Urban Construction Sites. 11. Surface runoff shall be diverted away from foundation excavations Surface runoff shall be diverted away from foundation excavations 12. Contractor shall take all reasonable measures to avoid mixing topsoil Contractor shall take all reasonable measures to avoid mixing topsoil with subsoil, where required for reuse on site. 13. Contractor shall be responsible for regular monitoring & cleanup of Contractor shall be responsible for regular monitoring & cleanup of tracked mud/debris on adjacent lands & public roads to the satisfaction of the engineer & the Director of Public Works at the Municipality of Dutton-Dunwich..
London Office41 Adelaide St. N., Unit 71(519) 672-8310
Paris Office31 Mechanic St., Unit 301(519) 442-1441
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1.0%
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150 SUBDRAIN
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150 SUBDRAIN
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MAX. 5:1 SLOPE
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MAX. 5:1 SLOPE
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MAX. 5:1 SLOPE
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6.4m-150 STM-26.3%
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B/SLOPE
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B/SLOPE
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B/SLOPE
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EX. GRASS MOUND
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CUT IN NEW 300x150 TEE ASSUMED 300 INV=±217.48(CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATION PRIOR TO CONSTRUCTION TO CONFIRM PRIOR TO CONSTRUCTION TO CONFIRM TO CONFIRM ELEVATION AND DEPTH OF EXISTING STORM SEWER. REPORT ANY DISCREPANCIES TO THE ENGINEER (TYP.)
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2" (50mm) DB/2 PVC CONDUIT AND ELECTRICAL CABLE (RATED FOR 120V/15A)
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SUBDRAIN INV.s=217.46
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CUT IN NEW 300x100 TEE ASSUMED ELEV=±217.60
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1.8m-100 STM-2.0% (MIN.)
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SE2
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DUTTON SPRAY PAD SONS OF SCOTLAND PARK DUTTON/DUNWICH, ONTARIO
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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CONSULTANT
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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TITLE
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SCALE
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CONSULTANT OR DIVISION
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DESIGN BY PJB
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DRAWN BY PJB
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CHECKED BY DH
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F.BK. 1098
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FILE: DEL18-043 BASE.DWGDEL18-043 BASE.DWG
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DEL18-043
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ENGINEER'S STAMP
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1
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FOR CLIENT REVIEW
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JUN. 26/18
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DEVENG
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(London) Limited
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CONSULTING CIVIL ENGINEERS ONSULTING CIVIL ENGINEERS NSULTING CIVIL ENGINEERS SULTING CIVIL ENGINEERS ULTING CIVIL ENGINEERS LTING CIVIL ENGINEERS TING CIVIL ENGINEERS ING CIVIL ENGINEERS NG CIVIL ENGINEERS G CIVIL ENGINEERS CIVIL ENGINEERS CIVIL ENGINEERS IVIL ENGINEERS VIL ENGINEERS IL ENGINEERS L ENGINEERS ENGINEERS ENGINEERS NGINEERS GINEERS INEERS NEERS EERS ERS RS S
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2
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FOR CLIENT REVIEW
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JUL. 17/18
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DEVENG
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3
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FOR CLIENT REVIEW
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AUG. 31/18
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DEVENG
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4
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ISSUED FOR TENDER
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SEPT. 26/18
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DEVENG
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SITE SERVICING AND GRADING
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SCALE - 1:100
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1
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0
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2m
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150mm MIN. 300mm MAX.
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RIGID PIPE
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300mm MIN.
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150mm MIN. 300mm MAX.
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FLEXIBLE PIPE
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300mm MIN.
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BEDDING STANDARD FOR GRAVITY AND PRESSURE PIPE NTS
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NOTES: PROPERLY CONSOLIDATED AND COMPACTED 19mm CRUSHED STONE BEDDING TO BE EXCLUSIVELY UTILIZED AS BEDDING MATERIAL WITHIN 5.0m OF ALL MANHOLES. FOR SERVICES BEDDED IN LOOSE, WET OR DILATANT SILTY/SANDY SUBSOILS, CRUSHED STONE BEDDING TO BE WRAPPED IN A GEOTEXTILE (TERRAFIX 270R OR APPROVED EQUIVALENT WITH MIN. 0.45m OVERLAP) AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
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PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL OBTAIN LOCATES FOR, EXPOSE AND CONFIRM LOCATION OF ALL EXISTING UNDERGROUND UTILITIES WITHIN THE LIMIT OF CONSTRUCTION. CONTRACTOR SHALL SUPPORT EXISTING UNDERGROUND UTILITIES AS REQUIRED.
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I HEREBY CERTIFY THAT THE PROPOSED GRADING AND APPURTENANT DRAINAGE WORKS COMPLY WITH SOUND ENGINEERING DESIGN AND THAT THE PROPOSED GRADING IS COMPATIBLE WITH APPLICABLE CITY BY-LAWS AND THE EXISTING DRAINAGE PATTERNS ON AND ACROSS THESE LANDS.
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CONTRACTOR SHALL SUPPORT EXISTING ELECTRIC CABLES, HYDRO, GAS MAIN, ETC. DURING WATERMAIN AND STORM SEWER INSTALLATION. COORDINATE SUPPORT MEASURES WITH UTILITY OWNERS. NOT ALL UTILITIES ARE SHOWN ON THIS PLAN TO PROVIDE CLARITY.
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NOTE: ALL EXISTING SIGNS, STREET LIGHTS, CURBS, UNDERGROUND UTILITIES, ETC. NOT DESIGNATED FOR REMOVAL MUST BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO ITEMS NOT DESIGNATED FOR REMOVAL SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE CONTRACT, ALL TO THE SATISFACTION OF THE OWNER OF THE DAMAGED/REMOVED PROPERTY
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TYPICAL PRIVATE SUBDRAIN INSTALLATION NTS
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150mm FLEXIBLE PERFORATED SUBDRAIN C/W FILTER SOCK
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NURSERY SOD
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C/L SWALE
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ENDS OF SUBDRAIN
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PERFORATED SUBDRAIN
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UPSTREAM END OF
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SUPPLY & INSTALL
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PREFAB CAP ON UPSTREAM
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SUBDRAIN TO FOLLOW LINE AND GRADE OF GRASS SWALE. CONNECT TO CB's AND CBMH's AT INVERT 0.6m BELOW LIDS.
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CONSTRUCTION NOTES FOR THE SERVICING CONTRACTOR 1. The Contractor shall take precautions to avoid damage to existing servicing and surfaces The Contractor shall take precautions to avoid damage to existing servicing and surfaces not designated for removal. Any damage shall be repaired and restoration completed at the expense of the Contractor. 2. Prior to initiating site works, the Contractor shall obtain locates for all existing Prior to initiating site works, the Contractor shall obtain locates for all existing underground utilities within the area of construction. The Contractor shall be responsible for the cost of repair or replacement of any utilities damaged or disturbed during construction, and shall immediately contact the appropriate utility owner upon such occurrence. 3. Where utility crossings are required, the Contractor shall undertake appropriate measures Where utility crossings are required, the Contractor shall undertake appropriate measures for the temporary support of such utilities in accordance with the requirements of the utility owner until such time as backfilling and compaction are complete. 4. Prior to construction, an approved set of plans and specifications shall be available on Prior to construction, an approved set of plans and specifications shall be available on the job site and shall remain on-site for the duration of construction. The Contractor shall verify with the Contract Administrator that the most current drawings are in circulation. 5. The Contractor shall be responsible for protection of all survey markers and monuments The Contractor shall be responsible for protection of all survey markers and monuments during construction. Any legal survey monuments which are disturbed during construction shall be replaced at the expense of the Contractor. 6. All works shall be undertaken in accordance with current Occupational Health and Safety All works shall be undertaken in accordance with current Occupational Health and Safety Act requirements. 7. Prior to undertaking on-site earth works, the Contractor shall install all sediment controls Prior to undertaking on-site earth works, the Contractor shall install all sediment controls relevant to the area of site disturbance. 8. The Contractor shall be responsible for regular monitoring and cleanup of tracked The Contractor shall be responsible for regular monitoring and cleanup of tracked mud/debris on adjacent lands and public roads to the satisfaction of the Engineer and Municipality. 9. The Contractor shall take all reasonable measures to avoid mixing topsoil with subsoil The Contractor shall take all reasonable measures to avoid mixing topsoil with subsoil where required for reuse on-site. 10. On-site surface drainage shall be maintained by the Contractor at all times. Erosion and On-site surface drainage shall be maintained by the Contractor at all times. Erosion and sediment controls shall be applied where necessary to prevent uncontrolled release of sediment off-site. Where excavation dewatering is necessary, pump discharge shall be directed to stable, vegetated areas or dedicated sediment traps (OPSD 219.24) to the satisfaction of the Engineer. 11. The Contractor shall maintain an operations log of erosion & sediment control structure The Contractor shall maintain an operations log of erosion & sediment control structure inspections throughout the project, with particular emphasis on control measures after rainfall events of 12mm or greater. Periodic removal of accumulated sediment shall be undertaken as necessary or at the expressed direction of the Engineer. All collected sediment shall be disposed of at an approved location at no extra cost to the contract. 12. Unless otherwise noted on the plans, geotextile for erosion control measures shall be Unless otherwise noted on the plans, geotextile for erosion control measures shall be non-woven to meet class 1-OPSS 1860.07.02 (i.e. Terrafix 270R, or approved equivalent) with 300mm min. overlaps. 13. Topsoil windrows shall be constructed separately from subsoil stockpiles, and shall be Topsoil windrows shall be constructed separately from subsoil stockpiles, and shall be located no closer than two (2) metres from any adjacent property boundary. Windrow Slopes shall generally be flatter than 3:1 (horizontal to vertical) and should generally not exceed 6 metres in height. 14. Sediment controls shall be implemented by the contractor in localized areas, as Sediment controls shall be implemented by the contractor in localized areas, as warranted, during construction phases, upon the direction of the engineer. Control approaches should be adaptable to reflect variable site conditions and circumstances. 15. The contractor shall prevent wind blown dust by periodic application of water. The contractor shall prevent wind blown dust by periodic application of water. 16. All substitutions are subject to approval by the Engineer.All substitutions are subject to approval by the Engineer.
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DENOTES EX. GRADE TO BE MATCHED
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DENOTES PROPOSED GRADE
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%%P278.65
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278.65
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DENOTES OVERLAND FLOW DIRECTION
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50.0-600 ST-0.5%%%
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DENOTES PROPOSED STORM SEWER
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DENOTES PROPOSED WATER SERVICE
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J.B.
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DENOTES EXISTING JUNCTION BOX
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DENOTES EXISTING DECIDUOUS TREE
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DENOTES EXISTING HYDRO
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DENOTES EXISTING STORM SEWER
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EX. 50.0-600 ST-0.5%%%
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DENOTES EXISTING CATCHBASIN MANHOLE
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DENOTES EXISTING STORM MANHOLE
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EX. CBMH
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EX. STMH
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DENOTES PROPOSED SWALE
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255
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DENOTES EXISTING GROUND CONTOUR
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DENOTES PROPOSED ASPHALT PATHWAY PER DETAIL ON SHEET SE3SHEET SE3
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LEGEND:
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DENOTES PROPOSED CONCRETE SPRAY PAD SLAB
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DENOTES PROPOSED CONCRETE APRON SLAB/SIDEWALK
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DENOTES PROPOSED SLOPE
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NOTE TO CONTRACTOR: CONTRACTOR SHALL SUBMIT CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION
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DENOTES PROPOSED CONDUIT FOR ELECTRICAL SUPPLY
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DENOTES EXISTING CONIFEROUS TREE
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DENOTES 150mm PERFORATED SUBDRAIN AND FLOW DIRECTION (REF: DETAIL ON THIS SHEET)
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7'x7' (2.13x2.13m) UTILITY SHED WITH BRICK EXTERIOR FINISH BY ACTON PRECAST CONC. LIMITED (OR APPROVED EQUIVALENT) c/w 150mm THICK CONCRETE SLAB ON GRADE (REF. CONCRETE SPEC ON THIS SHEET), FLOOR DRAIN, 100 STORM LINE TO EX. 300 STORM SEWER, AND SHUTOFF VALVE FOR WATER FOUNTAIN SUPPLY
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PROPOSED ARMOURSTONE BLOCK PER DETAIL ON SHEET SE3 (TYP.)SHEET SE3 (TYP.)
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TOPOGRAPHICAL INFORMATION AND SITE BENCHMARK AS PROVIDED BY DEVELOPMENT ENGINEERING (LONDON) LIMITED
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THE CONTRACTOR SHALL USE TWO GEODETIC BENCHMARKS AT ALL TIMES DURING CONSTRUCTION.
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SITE BENCHMARK: SITE BENCHMARK 1 - TOP SPINDLE OF FIRE HYDRANT IN NORTH - TOP SPINDLE OF FIRE HYDRANT IN NORTH TOP SPINDLE OF FIRE HYDRANT IN NORTH BOULEVARD OF MILLER ROAD, ±54m EAST OF PARK ENTRANCEELEVATION = 222.38 METRES 222.38 METRES METRES SITE BENCHMARK 2 - STANDARD IRON BAR (SIB) AT THE NORTH - STANDARD IRON BAR (SIB) AT THE NORTH STANDARD IRON BAR (SIB) AT THE NORTH EAST CORNER OF M.N. 217 LEITCH ROAD ELEVATION = 218.86 METRES218.86 METRES METRES
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EX. PR
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DENOTES EXISTING OUTDOOR POWER RECEPTACLE
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EX. PR
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FUTURE BARRIER-FREE PICNIC TABLE (BY OTHERS)
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ELKAY OUTDOOR EXH2O WATER FOUNTAIN WITH WATER BOTTLE REFILLING STATION INSTALLED AS PER MANUFACTURER'S SPECIFICATION C/W ALL REQUIRED MOUNTING EQUIPMENT
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ALL GRASSED AREAS WITHIN BOULEVARD DISTURBED DURING CONSTRUCTION SHALL BE REINSTATED WITH A MINIMUM OF 150mm OF TOPSOIL (PER OPSS 802) AND COMMERCIAL GRADE NURSERY SOD (PER OPSS 803) - (TYP.)
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APPROXIMATE LOCATION OF FUTURE TREES, TYP. (BY OTHERS)
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APPROXIMATE LOCATION OF FUTURE PICNIC TABLES (BY OTHERS)
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APPROXIMATE LOCATION OF FUTURE DONOR SIGN (BY OTHERS)
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EXISTING GARBAGE CAN TO BE RELOCATED BY CONTRACTOR (LOCATION TO BE DETERMINED BY PUBLIC WORKS DIRECTOR AT THE TIME OF CONSTRUCTION)
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EX. 204m-75 WATER SERVICE204m-75 WATER SERVICE
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EX. 300 STM
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MATCH INTO EXISTING GRADE AT 5:1 MAX. SLOPE
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TRENCH DRAIN SPECIFICATION: TRENCH DRAINS IN SPRAY PAD (ABT POLYDRAINS) MUST BE CONNECTED TO A 900 SERIES MINI CATCHBASIN COMPLETE WITH STAINLESS STEEL TRASH BUCKETS AND SERIES 452 PERFORATED STAINLESS STEEL HEEL PROOF GRATE WITH 840A LOCKING DEVICE. PRE-APPROVED ALTERNATE: 'PLAYSAFE DRAIN PRESS AND PLAY No. 1' DRAIN BY VORTEX INTERNATIONAL. *APPROVED EQUIVALENTS MAY BE USED. ALL SUBSTITUTIONS ARE SUBJECT TO APPROVAL BY THE ENGINEER.
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TRENCH DRAIN, 'PLAYSAFE' DRAIN, OR APPROVED EQUIVALENT. REF: SPECIFICATION NOTE ON THIS SHEET INV=±219.16
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COND.INV=219.00 STM.OBV=218.84
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MATCH INTO EXISTING ELEVATIONS ALONG EDGE OF ASPHALT PATHWAY (TYP.)
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CONNECT EX. 50 WATERSERVICE INTO 7'X7' UTILITY SHED
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SPLASH PAD SYSTEM DESIGN BY WATERPLAY SOLUTIONS, ABC RECREATION, OR OTHER APPROVED EQUIVALENT SHALL BE SUPPLIED TO THE ENGINEER FOR APPROVAL. ALL SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR APPROVAL. ALL FEATURES, PIPING, AND APPURTENANCES TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. REFER TO SHEET SE3 FOR SPRAY PAD FEATURES LOCATION AND DETAILS.
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(REF. SE1)
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(REF. SE1)
London Office41 Adelaide St. N., Unit 71(519) 672-8310
Paris Office31 Mechanic St., Unit 301(519) 442-1441
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A
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B
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D
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E
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F
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F
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G
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G
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I
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E
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C
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H
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H
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H
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SE3
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DUTTON SPRAY PAD SONS OF SCOTLAND PARK DUTTON/DUNWICH, ONTARIO
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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CONSULTANT
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REVISIONS
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No.
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DATE
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AS CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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DATE
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EXISTING SERVICES
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DETAILS
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TITLE
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SCALE
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CONSULTANT OR DIVISION
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DESIGN BY PJB
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DRAWN BY PJB
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CHECKED BY DH
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F.BK. 1098
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FILE: DEL18-043 BASE.DWGDEL18-043 BASE.DWG
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DEL18-043
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ENGINEER'S STAMP
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1
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FOR CLIENT REVIEW
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JUN. 26/18
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DEVENG
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(London) Limited
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CONSULTING CIVIL ENGINEERS ONSULTING CIVIL ENGINEERS NSULTING CIVIL ENGINEERS SULTING CIVIL ENGINEERS ULTING CIVIL ENGINEERS LTING CIVIL ENGINEERS TING CIVIL ENGINEERS ING CIVIL ENGINEERS NG CIVIL ENGINEERS G CIVIL ENGINEERS CIVIL ENGINEERS CIVIL ENGINEERS IVIL ENGINEERS VIL ENGINEERS IL ENGINEERS L ENGINEERS ENGINEERS ENGINEERS NGINEERS GINEERS INEERS NEERS EERS ERS RS S
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2
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FOR CLIENT REVIEW
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JUL. 17/18
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DEVENG
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3
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FOR CLIENT REVIEW
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AUG. 31/18
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DEVENG
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4
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ISSUED FOR TENDER
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SEPT. 26/18
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DEVENG
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HARDSCAPE SURFACING (ROADS, LANES, PARKING, CURBS, SIDEWALKS) NOTES 1. All dimensions for roadworks are to edge of pavement unless otherwise shown. Curb radii are shown All dimensions for roadworks are to edge of pavement unless otherwise shown. Curb radii are shown to edge of pavement. 2. Material Conformance: Prior to import of materials to the work site, the Contractor shall make Material Conformance: Prior to import of materials to the work site, the Contractor shall make : Prior to import of materials to the work site, the Contractor shall make arrangements for the geotechnical analysis of Granular A and B materials to prove conformance with OPSS 1010. Asphalt mix designs shall be submitted to indicate conformance with OPSS 1150 and placement should be undertaken in accordance with OPSS 310. Concrete shall be placed in accordance with OPSS 353 and OPSS 1350. 3. All organic, unstable or unsuitable materials beneath the road allowances or paved areas must be All organic, unstable or unsuitable materials beneath the road allowances or paved areas must be removed and these areas backfilled with an approved fill material or OPSS Granular 'B' compacted to 98% SPMDD, all to the satisfaction of a Geotechnical Engineer. 4. All existing boulevards and road surfaces disturbed during construction shall be restored to a condition All existing boulevards and road surfaces disturbed during construction shall be restored to a condition at least as good as original, all to the satisfaction of the Director of Public Works. 5. All concrete to be OPS mix 30 MPa at 28 days unless otherwise noted. All concrete to be OPS mix 30 MPa at 28 days unless otherwise noted. 6. Sidewalks shall be founded upon competent subgrade compacted to 98% SPMDD and minimum 100mm Sidewalks shall be founded upon competent subgrade compacted to 98% SPMDD and minimum 100mm Granular 'A' compacted to 98% SPMDD. 7. The Contractor shall raise all CB's to final grade. The Contractor shall raise all CB's to final grade. 8. Any proposed substitutions shall be approved by the Engineer. Any proposed substitutions shall be approved by the Engineer. 9. Recommended minimum spray pad structure shall be as follows: Recommended minimum spray pad structure shall be as follows: -150mm of concrete with 6x6 welded wire mesh and 30MPa concrete with a minimum 5 ±1.5% airentrainment -300mm granular 'A' base compacted to 100% SPMDD 10. Spray pad features shall be supplied by Waterplay Solutions Corp. or approved equivalent. Shop Spray pad features shall be supplied by Waterplay Solutions Corp. or approved equivalent. Shop drawings must be provided to the Engineer for approval. All spray pad features shall be Installed as per the manufacturer's specifications including foundations with a minimum depth to provide frost protection (1.2m). 11. The Contractor shall be responsible for supplying 2 operational manuals for the spray pad system to The Contractor shall be responsible for supplying 2 operational manuals for the spray pad system to the owner upon completion of the project. The Contractor shall commission the spray pad system in the presence of the owner and contract administrator to ensure the system is operating in accordance with the approved design. The Contractor is responsible for winterizing the system in 2019 and also providing a spring start-up in 2020 as part of the contract. 12. The spray pad system shall have a 25 year minimum warranty on all features with an additional 2 The spray pad system shall have a 25 year minimum warranty on all features with an additional 2 year warranty for all mechanical parts.
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SEWER (SERVICE) NOTES 1. All sewers and watermains are to be installed in accordance with the minimum requirements of the latest All sewers and watermains are to be installed in accordance with the minimum requirements of the latest revision of the Ontario Provincial Standard Specifications, the Ontario Building Code and the Municipality of Dutton Dunwich Public Works Department. 2. Unless labeled specifically on the plans, all sewer pipe shall be as follows: Unless labeled specifically on the plans, all sewer pipe shall be as follows: - All pipe less than 200mm dia. shall be PVC SDR 28 (CSA B182.2) All pipe less than 200mm dia. shall be PVC SDR 28 (CSA B182.2) - HDPE is not permissible for use unless specified otherwise HDPE is not permissible for use unless specified otherwise The Contractor shall be responsible for protecting the pipe during construction in the event that protective cover depths are not met due to interim conditions. Service bedding: Pipe bedding spec. per bedding detail. : Pipe bedding spec. per bedding detail. Pipe bedding spec. per bedding detail. 3. Localized base improvement may be required for services bedded in loose, wet or dilatant silty/sandy Localized base improvement may be required for services bedded in loose, wet or dilatant silty/sandy subsoils, subject to the recommendations of the Geotechnical Engineer. Such improvement could include overexcavation and recompaction or crushed stone bedding wrapped in a geotextile (terrafix 270R or approved equivalent with min. 0.45m overlap) as directed by a Geotechnical Engineer. Any trench water shall be removed when pipe laying is in progress. When B2 bedding is used for concrete pipe bedding, cover and bedding must be wrapped in a geotextile (Terrafix 270R or approved equivalent with min. 0.45m overlap). 4. Backfill for service trenches: Services shall be backfilled with select native material or reclaimed granulars Backfill for service trenches: Services shall be backfilled with select native material or reclaimed granulars : Services shall be backfilled with select native material or reclaimed granulars that are, in the opinion of a Geotechnical Engineer, suitable as backfill material and compacted to 95% SPMDD. Select natural on-site excavated subsoil can be used as trench backfill, provided the material is within 3 percent of the optimum moisture content. Otherwise, backfill material shall be imported Granular "C" compacted to 95% SPMDD. Backfill must be clean and compactible and free from organics and other undesirable contaminants. Service trench backfill material shall be placed in uniform layers not exceeding 300 mm in thickness, loose measurement, for the full width of the trench, and each layer shall be compacted according to OPSS 501 before a subsequent layer is placed. Backfill material shall be placed to a minimum depth of 900 mm above the crown of the pipe before power operated tractors or rolling equipment shall be used for compacting. 5. All precast concrete structures shall be bedded and backfilled with OPSS granular `A' material compacted to All precast concrete structures shall be bedded and backfilled with OPSS granular `A' material compacted to 98% SPMDD, unless geotechnical conditions warrant otherwise. 6. The Contractor shall construct temporary measures to control silt entering the storm drainage system. The Contractor shall construct temporary measures to control silt entering the storm drainage system. These measures are to remain in place until construction has been completed all to the specifications of the Dutton Dunwich Director of Public Works. Geotextile and straw bale filters shall be installed around all existing and new CB's and CBMH's immediately upon installation in accordance with the detail. Straw bales are to remain in place until paving and/or sodding is complete. 7. The structural design of sewers is based upon the transition width unless otherwise noted. The structural design of sewers is based upon the transition width unless otherwise noted. 8. All work shall be done in accordance with the minimum standards and specifications of the Municipality of All work shall be done in accordance with the minimum standards and specifications of the Municipality of Dutton Dunwich Public Works Department including proper finishing off and parging of pipes in manholes and catchbasins and proper benching and manhole steps. Upon completion of sewer works, the Contractor is responsible for flushing and cleaning the sewers, manholes, catchbasin manholes and catchbasins. The Contractor shall undertake suitable mandrel tests for installed flexible sewer pipes in accordance with OPSS 410, and full video inspection of all sewers per OPSS 409 to the satisfaction of the Engineer. 9. Any proposed substitutions are subject to approval by the Engineer. Any proposed substitutions are subject to approval by the Engineer. 10. Spray pad drains shall be ABT polydrains or an approved equal. The drains shall be connected to a 900 Spray pad drains shall be ABT polydrains or an approved equal. The drains shall be connected to a 900 series mini catchbasin complete with a stainless steel trash bucket and series 452 perforated stainless steel heel proof grate with a 840A locking device. 11. Proposed Landscape Catchbasins (LSCB) are to be NDS 24" Catchbasins (Part No. 2400), c/w NDS 24" Proposed Landscape Catchbasins (LSCB) are to be NDS 24" Catchbasins (Part No. 2400), c/w NDS 24" Cast Iron Catchbasin Grate (Part No. 2413), NDS 24" Catchbasin Extensions (Part No. 2418), and NDS Catchbasin 6" Universal Outlets.
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ASPHALT PATHWAY DETAIL NTS
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ARMOURSTONE BLOCK DETAIL NTS
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NOTES AND DETAILS
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GENERAL CONSTRUCTION NOTES 1. All existing underground utilities, either shown or not shown, are to be located and marked prior to All existing underground utilities, either shown or not shown, are to be located and marked prior to commencing construction within the site and on existing abutting road allowance. Any utilities damaged or disturbed during construction shall be repaired or replaced to the satisfaction of the governing body at the sole expense of the Contractor. 2. The Contractor is to meet all the requirements of the owners of the utilities on this plan, and must The Contractor is to meet all the requirements of the owners of the utilities on this plan, and must make satisfactory arrangements with the utility companies for crossing their installations and for providing adequate protection during construction. All existing underground plant (ie. telephone duct, gas mains, sewer, watermains) that will be crossed under during the installation of services for this development shall be supported by a support beam or by other methods as may be required by the Owners of the plant being crossed under. All temporary support measures required during the construction phase shall be the responsibility of the Contractor and independent engineering review/certifications shall be undertaken where necessary at no extra cost to the contract. 3. All existing boulevards and road surfaces disturbed during construction shall be restored to a condition All existing boulevards and road surfaces disturbed during construction shall be restored to a condition at least as good as original (pre-construction condition), all to the satisfaction of the Engineer and Municipality. 4. Prior to commencing ANY construction, the Contractor must verify all outlet information, benchmarks, Prior to commencing ANY construction, the Contractor must verify all outlet information, benchmarks, elevations and dimensions and report any discrepancies immediately to the Engineer. 5. Prior to commencing any work on the installation of services, an approved set of plans must be Prior to commencing any work on the installation of services, an approved set of plans must be available on the job site and shall remain there until work is completed. 6. The Contractor is responsible for the control of surface and subsurface water. The Contractor is responsible for the control of surface and subsurface water. 7. The Developer shall have its Professional Engineer provide adequate inspection during construction on the The Developer shall have its Professional Engineer provide adequate inspection during construction on the site and a Certificate of Completion of works upon completion of all works which are to be assumed by the owner. 8. The Contractor shall take all necessary precautions to prevent the spilling or dumping of hazardous The Contractor shall take all necessary precautions to prevent the spilling or dumping of hazardous materials while fueling and maintaining vehicles and equipment. 9. If in the opinion of the Engineer a zone is contaminated through neglect and/or deliberate mishandling If in the opinion of the Engineer a zone is contaminated through neglect and/or deliberate mishandling of toxic materials by the Contractor, the Contractor shall at no expense to the Owner excavate and dispose of all contaminated materials to an approved disposal site and provide soil remediation. 10. Existing servicing and topographic information was obtained by Development Engineering (London) Limited.Existing servicing and topographic information was obtained by Development Engineering (London) Limited.
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SPRAY PAD FEATURES AND MAXIMUM SPRAY ZONES SCALE: 1:100
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COMPONENT NAME
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QUANTITY
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1
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A
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ITEM
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B
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F
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TOTAL FLOW (GPM)
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2-20
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C
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1
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22-90
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1
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20-30
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8-75
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20-40
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8-12
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8-12
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2
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2
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HULA POST
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SPRAY LOOP TUNNEL
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SKYBRELLA
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DOUGHNUT
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GUSHER
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GEYSER
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STRAIGHT UP
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DENOTES EXPANSION JOINT
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DENOTES SAWCUT
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NOTE: FINAL SAWCUT LOCATIONS TO BE FIELD VERIFIED BY CONTRACT ADMINISTRATOR.
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SAWCUT/EXPANSION JOINT LOCATION DETAIL SCALE: 1:150
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SPRAY PAD WATER SUPPLY SYSTEM LAYOUT SCHEMATIC SCALE: 1:200
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APPROXIMATE LOCATION OF 38 WATER SUPPLYLINES TO FEATURES (TYP.). NUMBER AND LAYOUT OF LINES TO BE CONFIRMED BY SUPPLIER
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H
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18
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9
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SOLO SPURT
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12
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3
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SPLIT SPURT
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TYPICAL SPRAY PAD SECTION NTS
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%%P2.0%%%
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3.0%%%
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%%P2.0%%%
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1.0-2.0%%%
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1.0-2.0%%%
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MATCH INTO EXISTING ELEVATIONS AT 5:1 MAX. SLOPE
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MATCH INTO EXISTING ASPHALT PATHWAY ELEVATIONS
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CONCRETE APRON 100mm OF CONCRETE OVER 150mm GRANULAR 'A' (TYP)
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ABT POLYDRAINS OR AN APPROVED EQUIVALENT. CONNECT POLYDRAINS TO A 900 SERIES CATCHBASIN COMPLETE WITH STAINLESS STEEL TRASH BUCKET. ALL DRAINS AND CATHCBASINS SHALL BE FITTED WITH A 452 SERIES PERFORATED HEEL PROOF GRATE WITH A 840A LOCKING DEVICE. LID=219.70
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2.0m WIDE CONCRETE APRON 100mm OF CONCRETE OVER 150mm GRANULAR 'A' (TYP)
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INV.=219.16%%P
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150mm SUBDRAIN
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5:1
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EX. ASPH PATHWAY