428 Little Ave - Barrie Hall/Planning-and-Development/Proposed... · 150mm wm. chamber...
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PROJECT No.: 892-4560 428 Little Ave City of Barrie County of Simcoe The HarbourEdge Building, 40 Huron Street, Suite 301, Collingwood, ON L9Y 4R3 705 446-3510 T 705 446-3520 F www.cfcrozier.ca [email protected] 1st submission KEY PLAN SCALE: N.T.S. SUBJECT PROPERTY J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C100.dwg, TITLE, 2019-11-29 3:28:05 PM, jpereira
Transcript of 428 Little Ave - Barrie Hall/Planning-and-Development/Proposed... · 150mm wm. chamber...
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428 Little Ave
City of Barrie
County of Simcoe
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
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J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C100.dwg, TITLE, 2019-11-29 3:28:05 PM, jpereira
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DRAWING TITLE TITLE 101A GENERAL SERVICING PLAN 1 GENERAL SERVICING PLAN 1 101B GENERAL SERVICING PLAN 2 GENERAL SERVICING PLAN 2 102A SITE GRADING PLAN 1 SITE GRADING PLAN 1 102B SITE GRADING PLAN 2 SITE GRADING PLAN 2 103A SANITARY DRAINAGE PLAN SANITARY DRAINAGE PLAN 103B STORM DRAINAGE PLAN STORM DRAINAGE PLAN 104 REMOVALS, EROSION AND SEDIMENT CONTROL PLAN REMOVALS, EROSION AND SEDIMENT CONTROL PLAN 105 CONSTRUCTION NOTES & DETAILS CONSTRUCTION NOTES & DETAILS 106A STANDARD DETAILS 1 STANDARD DETAILS 1 106B STANDARD DETAILS 2 STANDARD DETAILS 2 106C STANDARD DETAILS 3 STANDARD DETAILS 3 106D STANDARD DETAILS 4STANDARD DETAILS 4
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PR. WATERMAIN & VALVE
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EX. SANITARY SEWER & MANHOLE
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EX. WATERMAIN
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EX. WATERCOURSE
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PR. STORM SEWER & MANHOLE
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HP
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EX. HYDRO POLE
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EX. FIRE HYDRANT & VALVE
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PR. SWALE & SLOPE
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X.X%%%
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+XXX.XX
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PR. ELEVATION
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EX. GRADE
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PR. ELEVATION (MATCH EX. ELEVATION)
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XXX.X
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EX. CONTOUR
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EX. DITCH
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PR. BUILDING ENVELOPE
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PR. SANITARY CATCHMENT
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+XXX.XX
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+%%UXXX.XX
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PR. STORM CATCHMENT
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PR. HEAVY DUTY SILT FENCE
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PR. ROCK CHECK DAM
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PR. SLOPE (3:1 MAX.)
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EX. STORM SEWER & MANHOLE
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EX. GAS MAIN
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EX. BELL LINE
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EX. BELL PEDESTAL
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L
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EX. LIGHT STANDARD
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EX. SIGN
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EX. BUILDING
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%%UEXISTING FEATURES%%U (EX.)
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%%UPROPOSED FEATURES%%U (PR.)
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EX. SANITARY SERVICE
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EX. WATER SERVICE
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PR. WATER SERVICE
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PR. FIRE HYDRANT & VALVE
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PR. SANITARY SEWER & MANHOLE
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PR. SANITARY SERVICE
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PR. CATCHBASIN
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PR. DOUBLE CATCHBASIN
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PR. LIGHT DUTY SILT FENCE
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PR. STRAW BALE CHECK FLOW
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PR. CANADA POST COMMUNITY MAIL BOX
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PR. STOP SIGN
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PR. NAME SIGN
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SS
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NS
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PR. FENCE
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PR. TRANSFORMER
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PR. CURB CUT
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PR. TREE PRESERVATION AREA
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PR. TOPSOIL STOCKPILE LOCATION
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EX. BENCHMARK NUMBER & LOCATION
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EX. BOREHOLE NUMBER & LOCATION
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BM#
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BH#
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PR. PROPERTY LIMITS
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EX. TREELINE
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B
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EX. CABLE TELEVISION PEDESTAL
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C
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EX. SANITARY FORCEMAIN
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PR. SANITARY FORCEMAIN
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PR. CATCHBASIN MANHOLE
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PR. DOUBLE CATCHBASIN MANHOLE
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EX. STORM CATCHBASIN
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EX. STORM DOUBLE CATCHBASIN
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EX. STORM CATCHBASIN MANHOLE
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EX. STORM DOUBLE CATCHBASIN MANHOLE
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%%UMASTER LEGEND
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PR. WATER VALVE CHAMBER
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PR. WATER QUALITY TESTING STATION
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PR. DITCH DRAINAGE
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%%UDEVELOPER'S ENGINEER
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428 LITTLE INC. 10 WANLESS AVENUE, SUITE 201 TORONTO, ONTARIO, M4N 1V6
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%%UDEVELOPER
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CITY OF BARRIE 70 COLLIER STREET BARRIE, ONTARIO, L4M 4T5
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%%UMUNICIPALITY
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%%ULANDSCAPE ARCHITECT
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PR. NO PARKING SIGN
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NP
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QTS
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VC
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S
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W
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W
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S
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CATCHMENT AREA ID
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RUNOFF COEFFICIENT
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DRAINAGE AREA (ha)
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102
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0.23
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0.78
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11
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0
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0.14
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POPULATION (3.5 p.p.u.)
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AREA (ha)
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CATCHMENT AREA ID
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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INTO THE WOODS LANDSCAPE ARCHITECTURE AND ARBORICULTURE LTD. 82778 NORTH LINE, RR 4 WALTON, ONtARIO, N0K 1Z0
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INTO THE WOODS LANDSCAPE ARCHITECTURE AND ARBORICULTURE LTD. 82778 NORTH LINE, RR 4 WALTON, ONtARIO, N0K 1Z0
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SUBJECT
PROPERTY
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C101.dwg, 101A, 2019-11-29 3:28:14 PM, jpereira
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BIORETENTION CELL 2 AREA=123.26m²123.26m²m²
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EX. 150mm%%C PVC DR-18 WM
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BIORETENTION CELL 3 AREA=170m²170m²m²
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BIORETENTION CELL 1 AREA=76.35m²76.35m²m²
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CSP 0.5Dia.
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Toe of Ditch
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Top of Slope
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Ex. Board Fence
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Ex. Chain LinK Fence
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Ex. Chain Link Fence
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Top
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Shed
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Edge of Asphalt
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Centre Line of Road
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Top of Slope and Remains of Post & Wire Fence
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Ex. Chain Link Fence and Toe of Slope
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Ex. Chain Link Fence and Toe of Slope
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Ex. Centre Line of Railway Track
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Ex. Chain Link Fence
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LOT 50
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LOT 49
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LOT 48
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LOT 46
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LOT 51
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LOT 52
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LOT 53
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LOT 45
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McLAREN AVENUE
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FOSTER DRIVE
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B
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POST AND WIRE FENCE
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RAIL FENCE
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INVERT 245.07
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INVERT 245.82
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SHED
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B
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CHAMBER BOTTOM=244.59
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INV. 244.74
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INV. 244.59
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5m(L) X 0.5m(W) X 0.3m(H) LEVEL SPREADER TOP 244.28
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INV. 244.28
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REFER TO `TYPICAL BIORETENTION CROSS SECTION' DETAIL ON DWG 105
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AREA= 315.96m²315.96m²m²
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CONNECT TO EX. 150mm STUB
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150mm WM
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CHAMBER BOTTOM=244.59
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AREA= 323.00m²323.00m²m²
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INV. 244.59
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150mm WM
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PR. GARBAGE ENCLOSURE (BY OTHERS)
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PR. GARBAGE ENCLOSURE (BY OTHERS)
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FUTURE TRAIN TRACKS (BY METROLINX)
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PR RETAINING WALL BY OTHERS
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DROP STRUCTURE @ SW INLET
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UNDERGROUND STORAGE CHAMBER
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EX HYDRO POLE TO REMAIN
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EX HYDRO POLE TO REMAIN
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EX HYDRO POLE AND GUY WIRE TO REMAIN
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EX HYDRO POLE TO REMAIN
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EX OVERHEAD HYDRO TO BE MAINTAINED
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EX HYDRO POLE AND GUY WIRE TO BE MAINTAINED
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EX OVERHEAD HYDRO TO BE MAINTAINED
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UNDERGROUND STORAGE CHAMBER
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6m TOP OF SLOPE SETBACK
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EX SHED TO REMAIN
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EX CHAIN LINK FENCE TO REMAIN
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EX CHAIN LINK FENCE TO REMAIN
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AREA OF FOSTER DRIVE DISTURBANCE (TYP.). RESTORE ROAD TO MATCH EXISTING CONDITIONS. EXCAVATION TO BE COMPLETED USING TRENCH BOX. CONTRACTOR TO OBTAIN ROAD OCCUPANCY PERMITS AS NECESSARY FROM THE CITY. RE-INSTATE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
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ORIFICE PLATE @ NE OUTLET. SEE DETAILS 'A' & 'B' ON DWG 105.
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED FOR SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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P
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O
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V
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N
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C
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E
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F
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N
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T
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A
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C
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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1:300
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GENERAL SERVICING PLAN 1
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101A
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N
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SCALE: 1:300
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10
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0m
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10
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20
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LEGEND
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PROPERTY LINE
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EXISTING STORM CATCHBASIN
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EXISTING SANITARY MANHOLE
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EXISTING WATERMAIN & GATE VALVE
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EXISTING STORM SEWER
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EXISTING SANITARY SEWER
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PROPOSED STORM DOUBLE DITCH INLET
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PROPOSED WATERMAIN & GATE VALVE
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PROPOSED STORM SEWER
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PROPOSED SANITARY SEWER & SANITARY MANHOLE
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PROPOSED FIRE HYDRANT & GATE VALVE
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PROPOSED STORM MANHOLE
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DETECTOR CHECK VALVE
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D
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EXISTING STORM MANHOLE
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PROPOSED CATCH BASIN
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DDICB
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PROPOSED CATCH BASIN MANHOLE
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CB
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CBMH
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CATCH BASIN
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CATCH BASIN
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SCALE: N.T.S.
SUBJECT
PROPERTY
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C101.dwg, 101B, 2019-11-29 3:28:18 PM, jpereira
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EX. 150mm WM150mm WM
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EX. 60m-450mm%%C STM @ 5.2%%%
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EX. 60m-250mm%%C SAN
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EX. 54m-450mm%%C STM @ 1.7%%%
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EX. T/G 239.90
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EX. INV 238.92
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BIORETENTION CELL 3 AREA=170m²170m²m²
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BIORETENTION CELL 4 AREA=95.23m²95.23m²m²
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BIORETENTION CELL 5 AREA=57.92m²57.92m²m²
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T/G 245.43 E INV 241.62 W INV 241.69
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T/G 245.96 W INV 244.10 N INV 243.94 S INV 244.06 E INV 243.50
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T/G 242.38 E INV 239.83 W INV 240.41
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T/G 241.86 W INV 238.67 S INV 238.62 N INV 238.70
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Frame
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Dwelling
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Centre LIne of Road
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Centre LIne of Road
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Ex. Edge of Asphalt
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Ex. Edge of Asphalt
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Ex. Top of Curb
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Ex. Top of Curb
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Ex. Toe of Curb
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Top of Slope and Remains of Post & Wire Fence
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Ex.Chain Link Fence and Toe of Slope
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Ex.Centre Line of Railway Track
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Ex. Chain Link Fence
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LOT 45
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LOT 44
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LITTLE AVENUE
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(ORIGINAL ROAD ALLOWANCE BETWEEN CONCESSIONS 13 & 14)
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sign
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M
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M
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M
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BIORETENTION CELL 6 AREA=102.90m²102.90m²m²
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DITCH INLET#1
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200mm HICKENBOTTOM INV. 240.94 TOP 242.40 SEE DETAIL ON DWG 105
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150mmx150mm TEE CONNECT INTO EX. 150mm WM
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600mmx600mm DICB w/ GRATE @ 3:1 SLOPE. SEE DETAIL 'C' & 'D' ON DWG C105. 85mm ORIFICE PLATE @ S. OUTLETS. INV. 240.88 N. INV. 240.91
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REFER TO `TYPICAL BIORETENTION CROSS SECTION' DETAIL ON DWG 105
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REFER TO `TYPICAL BIORETENTION CROSS SECTION' DETAIL ON DWG 105
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EX. STM MH#46
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EX. SAN MH (SAP 13118)
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REMOVE EX STMH & REPLACE W/
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REMOVE & REPLACE EX. 54m 450mm STM @ 1.7% W/ 600mm
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REMOVE EX. HEADWALL & REPLACE W/ 600mm CONC. HW C/W GRATING. SEEOPSD 804.030 & 804.050 ON DWG C106
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150mm WM
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150mm WM
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PR. GARBAGE ENCLOSURE (BY OTHERS)
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DROP STRUCTURE @ SW INLET
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PR. GARBAGE ENCLOSURE (BY OTHERS)
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PR RETAINING WALL (BY OTHERS)
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PROPOSED TRAIN TRACKS (BY OTHERS)
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EX HYDRO POLE TO REMAIN
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EX HYDRO POLE TO REMAIN
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EX HYDRO POLE TO REMAIN
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6m TOP OF SLOPE SETBACK
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BH # 18-7*
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BH # 18-5*
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AREA OF FOSTER DRIVE DISTURBANCE (TYP.). RESTORE ROAD TO MATCH EXISTING CONDITIONS. EXCAVATION TO BE COMPLETED USING TRENCH BOX. CONTRACTOR TO OBTAIN ROAD OCCUPANCY PERMITS AS NECESSARY FROM THE CITY. RE-INSTATE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
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AREA OF LITTLE AVE DISTURBANCE (TYP.). RESTORE ROAD TO MATCH EXISTING CONDITIONS. EXCAVATION TO BE COMPLETED USING TRENCH BOX. CONTRACTOR TO OBTAIN ROAD OCCUPANCY PERMITS AS NECESSARY FROM THE CITY. RE-INSTATE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
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SWM POND
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED FOR SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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P
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R
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O
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V
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I
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N
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C
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E
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O
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F
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O
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N
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T
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A
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R
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I
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O
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L
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I
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C
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E
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N
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S
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E
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D
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P
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R
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O
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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1:300
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GENERAL SERVICING PLAN 2
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101B
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SCALE: 1:300
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10
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0m
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10
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20
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LEGEND
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PROPERTY LINE
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EXISTING STORM CATCHBASIN
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EXISTING SANITARY MANHOLE
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EXISTING WATERMAIN & GATE VALVE
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EXISTING STORM SEWER
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EXISTING SANITARY SEWER
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PROPOSED STORM DOUBLE DITCH INLET
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PROPOSED WATERMAIN & GATE VALVE
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PROPOSED STORM SEWER
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PROPOSED SANITARY SEWER & SANITARY MANHOLE
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PROPOSED FIRE HYDRANT & GATE VALVE
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PROPOSED STORM MANHOLE
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DETECTOR CHECK VALVE
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D
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EXISTING STORM MANHOLE
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PROPOSED CATCH BASIN
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DDI
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PROPOSED CATCH BASIN MANHOLE
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CB
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CBMH
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BOREHOLE LOCATION
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N
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*SEE WSP GEOTECHNICAL REPORT DATED MAY 208
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*SEE WSP GEOTECHNICAL REPORT DATED MAY 208
KEY PLAN
SCALE: N.T.S.
SUBJECT
PROPERTY
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C102.dwg, 102A, 2019-11-29 3:28:30 PM, jpereira
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BIORETENTION CELL 2 AREA=123.26m²123.26m²m²
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BIORETENTION CELL 1 AREA=76.35m²76.35m²m²
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246.58
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246.82
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247.06
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246.54
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248.61
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249.60
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247.05
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248.37
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244.61
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244.56
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244.53
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244.05
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244.25
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244.23
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243.45
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243.48
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244.06
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244.23
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244.75
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244.59
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244.84
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244.21
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243.88
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244.31
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244.38
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244.40
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244.34
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244.16
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244.13
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243.97
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244.31
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244.49
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244.20
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244.00
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244.33
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245.32
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245.06
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245.11
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245.21
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245.63
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245.20
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245.23
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245.16
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245.20
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245.25
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245.26
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244.98
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244.83
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244.38
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244.47
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244.42
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244.54
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244.79
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243.92
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243.88
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243.68
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243.62
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243.73
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245.95
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245.78
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245.56
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246.41
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246.46
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246.41
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246.45
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246.39
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246.06
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246.03
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246.05
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245.88
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245.87
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244.36
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246.49
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245.77
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245.79
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244.50
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246.24
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244.90
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245.89
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246.09
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245.79
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245.91
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245.85
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246.50
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246.49
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245.52
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246.41
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246.57
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246.55
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245.90
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246.85
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246.66
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246.81
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246.24
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246.18
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246.11
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246.13
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246.52
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246.50
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246.60
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246.56
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246.55
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246.34
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246.35
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246.52
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246.40
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246.62
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246.43
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245.91
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246.46
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246.27
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245.90
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245.94
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246.12
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246.25
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246.23
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246.02
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245.89
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245.80
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246.21
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246.26
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246.54
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246.45
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246.24
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246.22
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246.19
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245.72
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246.11
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245.81
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245.77
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245.69
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245.78
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245.93
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246.63
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245.57
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246.69
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246.55
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246.82
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246.09
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245.90
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245.66
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245.78
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245.84
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246.12
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246.42
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246.32
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245.93
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245.57
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245.78
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245.76
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245.76
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245.80
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245.58
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245.97
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245.82
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245.84
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245.75
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245.86
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245.67
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246.08
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246.78
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246.91
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246.96
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246.28
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246.40
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246.33
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246.29
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246.57
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246.55
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246.49
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246.35
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246.22
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245.63
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247.44
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247.15
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246.94
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246.96
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246.99
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247.10
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247.65
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247.97
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248.08
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248.10
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248.29
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248.05
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247.87
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248.28
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248.10
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248.14
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247.33
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247.21
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246.72
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246.65
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246.82
AutoCAD SHX Text
246.86
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246.68
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246.74
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246.76
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246.75
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246.91
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246.86
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246.80
AutoCAD SHX Text
246.96
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246.97
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247.20
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247.28
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247.35
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247.56
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247.57
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247.56
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247.41
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247.53
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247.70
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248.03
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248.03
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248.40
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248.56
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248.71
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248.72
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248.88
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248.66
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248.90
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248.65
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248.50
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248.75
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248.54
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248.95
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249.07
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248.66
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248.36
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248.43
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248.13
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248.08
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248.37
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247.98
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247.58
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247.61
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247.29
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247.03
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247.18
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246.91
AutoCAD SHX Text
247.09
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246.75
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246.72
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246.90
AutoCAD SHX Text
246.85
AutoCAD SHX Text
246.87
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247.02
AutoCAD SHX Text
246.87
AutoCAD SHX Text
246.77
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247.05
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247.11
AutoCAD SHX Text
247.13
AutoCAD SHX Text
246.85
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246.77
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247.07
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247.67
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247.91
AutoCAD SHX Text
248.49
AutoCAD SHX Text
248.89
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248.95
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249.21
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249.01
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248.25
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248.14
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247.90
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247.62
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247.59
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247.76
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247.20
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247.23
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247.19
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246.79
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247.00
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247.01
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247.12
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247.14
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247.31
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246.86
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246.91
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246.86
AutoCAD SHX Text
246.81
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246.84
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246.78
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246.76
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246.79
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246.78
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246.80
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246.93
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246.89
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246.79
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246.70
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246.69
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246.69
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246.80
AutoCAD SHX Text
246.53
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246.57
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246.40
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246.36
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246.53
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246.56
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246.41
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247.18
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247.01
AutoCAD SHX Text
247.87
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247.75
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247.55
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247.45
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247.46
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247.32
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247.69
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248.16
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248.29
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248.14
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248.03
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248.29
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248.43
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248.27
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249.48
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249.38
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249.72
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249.67
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249.36
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248.93
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248.35
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248.27
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248.42
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250.28
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248.97
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248.49
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248.64
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248.39
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249.07
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248.00
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248.46
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248.34
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245.83
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245.44
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245.24
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244.92
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244.25
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244.12
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244.19
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244.00
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243.34
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243.37
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244.30
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244.17
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245.47
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245.24
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244.96
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245.86
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246.43
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244.99
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243.58
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245.55
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246.27
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246.54
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246.73
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246.96
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246.61
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245.86
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244.90
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244.83
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244.72
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244.42
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244.23
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244.84
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245.66
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246.84
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246.48
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245.64
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244.43
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244.12
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245.52
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245.41
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245.68
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245.70
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245.66
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245.65
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245.69
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245.63
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245.54
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245.47
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245.42
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242.37
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240.24
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239.53
AutoCAD SHX Text
239.67
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239.08
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239.36
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239.06
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239.26
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245.13
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244.80
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239.70
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240.08
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239.56
AutoCAD SHX Text
239.88
AutoCAD SHX Text
246.02
AutoCAD SHX Text
246.27
AutoCAD SHX Text
246.89
AutoCAD SHX Text
245.33
AutoCAD SHX Text
245.51
AutoCAD SHX Text
245.86
AutoCAD SHX Text
245.15
AutoCAD SHX Text
245.91
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246.60
AutoCAD SHX Text
245.82
AutoCAD SHX Text
246.19
AutoCAD SHX Text
245.54
AutoCAD SHX Text
246.22
AutoCAD SHX Text
245.20
AutoCAD SHX Text
245.58
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246.35
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246.30
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245.43
AutoCAD SHX Text
245.66
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245.99
AutoCAD SHX Text
246.30
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246.60
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246.92
AutoCAD SHX Text
246.79
AutoCAD SHX Text
246.38
AutoCAD SHX Text
245.86
AutoCAD SHX Text
246.38
AutoCAD SHX Text
246.05
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247.75
AutoCAD SHX Text
245.73
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245.66
AutoCAD SHX Text
245.52
AutoCAD SHX Text
245.68
AutoCAD SHX Text
249.11
AutoCAD SHX Text
249.01
AutoCAD SHX Text
245.82
AutoCAD SHX Text
246.26
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244.50
AutoCAD SHX Text
245.92
AutoCAD SHX Text
246.31
AutoCAD SHX Text
247.42
AutoCAD SHX Text
249.04
AutoCAD SHX Text
248.93
AutoCAD SHX Text
246.00
AutoCAD SHX Text
245.52
AutoCAD SHX Text
245.79
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245.41
AutoCAD SHX Text
244.02
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245.68
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CSP 0.5Dia.
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Toe of Ditch
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Top of Slope
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Ex. Board Fence
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Ex. Chain LinK Fence
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Shed
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Edge of Asphalt
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Centre Line of Road
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Top of Slope and Remains of Post & Wire Fence
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Ex. Chain Link Fence and Toe of Slope
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Ex. Chain Link Fence and Toe of Slope
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Ex. Centre Line of Railway Track
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Ex. Chain Link Fence
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LOT 50
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LOT 49
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LOT 48
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LOT 46
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LOT 51
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LOT 52
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LOT 53
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FOSTER DRIVE
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B
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POST AND WIRE FENCE
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RAIL FENCE
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INVERT 245.82
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B
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FF 250.35 TF 250.05 BF 247.41 USF 246.09
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FF 250.55 TF 250.25 BF 247.61 USF 246.29
AutoCAD SHX Text
FF 250.78 TF 250.48 BF 247.84 USF 246.52
AutoCAD SHX Text
FF 251.02 TF 250.72 BF 248.08 USF 246.76
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FF 251.21 TF 250.91 BF 248.27 USF 246.95
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FF 251.12 TF 250.82 BF 248.18 USF 246.86
AutoCAD SHX Text
FF 250.92 TF 250.62 BF 247.98 USF 246.66
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FF 250.74 TF 250.44 BF 247.80 USF 246.48
AutoCAD SHX Text
FF 250.53 TF 250.23 BF 247.59 USF 246.27
AutoCAD SHX Text
FF 250.81 TF 250.51 BF 247.87 USF 246.55
AutoCAD SHX Text
FF 250.04 TF 249.74 BF 247.10 USF 245.78
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FF 249.82 TF 249.52 BF 246.88 USF 245.56
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FF 249.70 TF 249.40 BF 246.76 USF 245.44
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FF 249.75 TF 249.45 BF 246.81 USF 245.49
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HP
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HP
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HP
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LP
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HP
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LP
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25m RETAINING WALL TW 249.60
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13m RETAINING WALL TW 249.36
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9m RETAINING WALL TW 249.57
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30m SWALE @ 1.5%
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ASPHALT OUTLET (TYP. II OPSD 604.020) C/W ASPHALT SPILLWAYS (TYP. OPSD 605.040) TO BOTTOM OF BIORETENTION CELL.
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UNDERGROUND STORAGE CHAMBER
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BARRIER CURB (OPSD 600.110)
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ASPHALT CURB & GUTTER (OPSD 601.040 TYP.)
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MAX. 3:1 SLOPE
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C/L PROPOSED WEST METROLINX TRACK PER BARRIE RAIL CORRIDOR EXPANSION DRAWING NO. SK-C-139
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PROPOSED RETAINING WALL PER BARRIE RAIL CORRIDOR EXPANSION DRAWING NO. SK-C-139
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6m SETBACK FROM TOP OF SLOPE (EROSION ACCESS ALLOWANCE)
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5m(L) X 0.5m(W) X 0.3m(H) LEVEL SPREADER TOP 244.28
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BARRIER CURB & GUTTER (OPSD 601.040)
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CANADA POST MAILBOX
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BARRIER CURB (OPSD 601.040)
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BARRIER CURB (OPSD 600.110
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BARRIER CURB (OPSD 600.110
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BARRIER CURB & GUTTER (OPSD 601.040)
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DEPRESSED CURB ALONG FRONT OF ENCLOSURE
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1:250
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SITE GRADING PLAN 1
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102A
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N
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5
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0m
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5
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10
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15
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20
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SCALE: 1:250
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EXISTING GRADE
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215.00
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PROPOSED GRADE
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PROPOSED RETAINING WALL
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2.0%%%
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PROPOSED GRASSED SWALE
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215.00
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LEGEND
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PROPERTY LINE
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EXISTING STORM CATCHBASIN
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EXISTING SANITARY MANHOLE
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EXISTING WATERMAIN & GATE VALVE
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EXISTING STORM SEWER
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EXISTING SANITARY SEWER
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PROPOSED STORM DOUBLE CATCHBASIN
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PROPOSED STORM SEWER
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PROPOSED SANITARY SEWER & SANITARY MANHOLE
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PROPOSED FIRE HYDRANT & GATE VALVE
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PROPOSED STORM MANHOLE
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EXISTING STORM MANHOLE
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PROPOSED CATCH BASIN
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PROPOSED HIGH POINT
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HP
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PROPOSED LOW POINT
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LP
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%%U215.00
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PROPOSED GRADE (TO MATCH EXISTING)
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED FOR SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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P
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R
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O
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V
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I
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N
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C
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E
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O
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F
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O
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N
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T
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A
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R
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I
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O
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L
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I
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C
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E
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N
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S
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E
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D
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P
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R
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O
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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NOTE: ALL ELEVATIONS AT CURBS ARE BOTTOM OF CURB ELEVATIONS UNLESS OTHERWISE SPECIFIED.
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A
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A
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B
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B
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BLDG EDGE
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min. 2% to max. 5%
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3:1
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MIN 2%
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BOTTOM BOTTOM OF SWALE
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PATIO SPACE
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BLDG EDGE
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min. 2% to max. 5%
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3:1
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min 2%
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BOTTOM BOTTOM OF SWALE
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PATIO SPACE
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SECTION A-A
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SECTION B-B
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ARMOUR STONE RETAINING WALL OR APPROVED EQUIVALENT
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ARMOUR STONE RETAINING WALL OR APPROVED EQUIVALENT
KEY PLAN
SCALE: N.T.S.
SUBJECT
PROPERTY
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C102.dwg, 102B, 2019-11-29 3:28:38 PM, jpereira
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EX. 150mm WM150mm WM
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EX. 60m-450mm%%C STM @ 5.2%%%
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EX. 60m-250mm%%C SAN
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BIORETENTION CELL 3 AREA=170m²170m²m²
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BIORETENTION CELL 4 AREA=95.23m²95.23m²m²
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BIORETENTION CELL 5 AREA=57.92m²57.92m²m²
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T/G 245.43 E INV 241.62 W INV 241.69
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T/G 245.96 W INV 244.10 N INV 243.94 S INV 244.06 E INV 243.50
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244.96
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241.51
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244.59
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243.34
AutoCAD SHX Text
243.42
AutoCAD SHX Text
242.84
AutoCAD SHX Text
242.39
AutoCAD SHX Text
244.83
AutoCAD SHX Text
243.96
AutoCAD SHX Text
246.07
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244.69
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246.04
AutoCAD SHX Text
245.38
AutoCAD SHX Text
247.43
AutoCAD SHX Text
246.46
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246.58
AutoCAD SHX Text
248.48
AutoCAD SHX Text
245.09
AutoCAD SHX Text
244.17
AutoCAD SHX Text
246.03
AutoCAD SHX Text
246.27
AutoCAD SHX Text
245.90
AutoCAD SHX Text
245.94
AutoCAD SHX Text
246.12
AutoCAD SHX Text
246.25
AutoCAD SHX Text
246.23
AutoCAD SHX Text
246.02
AutoCAD SHX Text
245.89
AutoCAD SHX Text
245.97
AutoCAD SHX Text
245.71
AutoCAD SHX Text
245.72
AutoCAD SHX Text
245.79
AutoCAD SHX Text
245.69
AutoCAD SHX Text
245.70
AutoCAD SHX Text
245.76
AutoCAD SHX Text
245.67
AutoCAD SHX Text
245.78
AutoCAD SHX Text
245.81
AutoCAD SHX Text
245.68
AutoCAD SHX Text
245.32
AutoCAD SHX Text
245.33
AutoCAD SHX Text
245.43
AutoCAD SHX Text
245.41
AutoCAD SHX Text
245.29
AutoCAD SHX Text
244.95
AutoCAD SHX Text
244.88
AutoCAD SHX Text
244.49
AutoCAD SHX Text
245.41
AutoCAD SHX Text
245.38
AutoCAD SHX Text
245.31
AutoCAD SHX Text
245.17
AutoCAD SHX Text
245.07
AutoCAD SHX Text
245.06
AutoCAD SHX Text
244.98
AutoCAD SHX Text
244.91
AutoCAD SHX Text
244.94
AutoCAD SHX Text
244.93
AutoCAD SHX Text
244.94
AutoCAD SHX Text
245.05
AutoCAD SHX Text
245.00
AutoCAD SHX Text
244.90
AutoCAD SHX Text
244.48
AutoCAD SHX Text
244.39
AutoCAD SHX Text
244.43
AutoCAD SHX Text
244.89
AutoCAD SHX Text
244.56
AutoCAD SHX Text
244.73
AutoCAD SHX Text
244.47
AutoCAD SHX Text
244.32
AutoCAD SHX Text
244.84
AutoCAD SHX Text
244.59
AutoCAD SHX Text
244.22
AutoCAD SHX Text
244.50
AutoCAD SHX Text
244.48
AutoCAD SHX Text
244.42
AutoCAD SHX Text
244.45
AutoCAD SHX Text
243.98
AutoCAD SHX Text
243.81
AutoCAD SHX Text
244.22
AutoCAD SHX Text
243.84
AutoCAD SHX Text
244.08
AutoCAD SHX Text
244.06
AutoCAD SHX Text
243.70
AutoCAD SHX Text
243.66
AutoCAD SHX Text
243.42
AutoCAD SHX Text
243.48
AutoCAD SHX Text
243.80
AutoCAD SHX Text
243.90
AutoCAD SHX Text
243.60
AutoCAD SHX Text
243.64
AutoCAD SHX Text
243.48
AutoCAD SHX Text
243.56
AutoCAD SHX Text
242.96
AutoCAD SHX Text
243.26
AutoCAD SHX Text
243.25
AutoCAD SHX Text
243.00
AutoCAD SHX Text
243.09
AutoCAD SHX Text
243.14
AutoCAD SHX Text
243.17
AutoCAD SHX Text
243.19
AutoCAD SHX Text
242.85
AutoCAD SHX Text
242.92
AutoCAD SHX Text
243.04
AutoCAD SHX Text
242.90
AutoCAD SHX Text
242.89
AutoCAD SHX Text
243.11
AutoCAD SHX Text
242.53
AutoCAD SHX Text
242.33
AutoCAD SHX Text
242.99
AutoCAD SHX Text
242.68
AutoCAD SHX Text
242.44
AutoCAD SHX Text
242.68
AutoCAD SHX Text
242.21
AutoCAD SHX Text
242.65
AutoCAD SHX Text
241.85
AutoCAD SHX Text
241.87
AutoCAD SHX Text
241.68
AutoCAD SHX Text
243.22
AutoCAD SHX Text
243.19
AutoCAD SHX Text
243.18
AutoCAD SHX Text
243.37
AutoCAD SHX Text
243.49
AutoCAD SHX Text
243.33
AutoCAD SHX Text
243.22
AutoCAD SHX Text
243.21
AutoCAD SHX Text
243.19
AutoCAD SHX Text
243.16
AutoCAD SHX Text
243.14
AutoCAD SHX Text
243.42
AutoCAD SHX Text
243.51
AutoCAD SHX Text
243.50
AutoCAD SHX Text
243.62
AutoCAD SHX Text
243.65
AutoCAD SHX Text
243.60
AutoCAD SHX Text
243.11
AutoCAD SHX Text
243.04
AutoCAD SHX Text
243.01
AutoCAD SHX Text
242.98
AutoCAD SHX Text
242.95
AutoCAD SHX Text
243.02
AutoCAD SHX Text
242.98
AutoCAD SHX Text
242.98
AutoCAD SHX Text
242.98
AutoCAD SHX Text
242.95
AutoCAD SHX Text
242.85
AutoCAD SHX Text
242.95
AutoCAD SHX Text
242.43
AutoCAD SHX Text
241.25
AutoCAD SHX Text
242.52
AutoCAD SHX Text
241.96
AutoCAD SHX Text
242.19
AutoCAD SHX Text
241.54
AutoCAD SHX Text
241.54
AutoCAD SHX Text
243.00
AutoCAD SHX Text
242.92
AutoCAD SHX Text
243.71
AutoCAD SHX Text
243.64
AutoCAD SHX Text
243.91
AutoCAD SHX Text
243.55
AutoCAD SHX Text
243.53
AutoCAD SHX Text
241.92
AutoCAD SHX Text
242.95
AutoCAD SHX Text
243.92
AutoCAD SHX Text
242.24
AutoCAD SHX Text
242.23
AutoCAD SHX Text
242.28
AutoCAD SHX Text
242.33
AutoCAD SHX Text
242.34
AutoCAD SHX Text
242.48
AutoCAD SHX Text
242.46
AutoCAD SHX Text
242.44
AutoCAD SHX Text
242.43
AutoCAD SHX Text
241.93
AutoCAD SHX Text
241.76
AutoCAD SHX Text
243.00
AutoCAD SHX Text
242.74
AutoCAD SHX Text
242.86
AutoCAD SHX Text
242.85
AutoCAD SHX Text
242.91
AutoCAD SHX Text
242.93
AutoCAD SHX Text
242.86
AutoCAD SHX Text
242.88
AutoCAD SHX Text
242.90
AutoCAD SHX Text
242.87
AutoCAD SHX Text
242.88
AutoCAD SHX Text
242.85
AutoCAD SHX Text
242.89
AutoCAD SHX Text
242.90
AutoCAD SHX Text
241.91
AutoCAD SHX Text
241.43
AutoCAD SHX Text
246.36
AutoCAD SHX Text
246.56
AutoCAD SHX Text
246.41
AutoCAD SHX Text
246.66
AutoCAD SHX Text
246.22
AutoCAD SHX Text
246.07
AutoCAD SHX Text
246.03
AutoCAD SHX Text
246.05
AutoCAD SHX Text
246.00
AutoCAD SHX Text
246.27
AutoCAD SHX Text
246.29
AutoCAD SHX Text
246.09
AutoCAD SHX Text
246.34
AutoCAD SHX Text
246.13
AutoCAD SHX Text
246.03
AutoCAD SHX Text
245.95
AutoCAD SHX Text
246.08
AutoCAD SHX Text
245.47
AutoCAD SHX Text
245.45
AutoCAD SHX Text
245.40
AutoCAD SHX Text
245.38
AutoCAD SHX Text
245.51
AutoCAD SHX Text
245.58
AutoCAD SHX Text
245.63
AutoCAD SHX Text
245.53
AutoCAD SHX Text
245.51
AutoCAD SHX Text
245.55
AutoCAD SHX Text
245.87
AutoCAD SHX Text
245.92
AutoCAD SHX Text
245.88
AutoCAD SHX Text
246.17
AutoCAD SHX Text
246.18
AutoCAD SHX Text
246.06
AutoCAD SHX Text
246.17
AutoCAD SHX Text
245.87
AutoCAD SHX Text
245.83
AutoCAD SHX Text
245.68
AutoCAD SHX Text
245.95
AutoCAD SHX Text
245.37
AutoCAD SHX Text
245.08
AutoCAD SHX Text
245.10
AutoCAD SHX Text
244.89
AutoCAD SHX Text
245.34
AutoCAD SHX Text
245.16
AutoCAD SHX Text
244.78
AutoCAD SHX Text
244.70
AutoCAD SHX Text
244.68
AutoCAD SHX Text
244.75
AutoCAD SHX Text
244.85
AutoCAD SHX Text
244.99
AutoCAD SHX Text
245.20
AutoCAD SHX Text
245.15
AutoCAD SHX Text
245.18
AutoCAD SHX Text
244.96
AutoCAD SHX Text
244.85
AutoCAD SHX Text
245.10
AutoCAD SHX Text
245.45
AutoCAD SHX Text
245.70
AutoCAD SHX Text
245.76
AutoCAD SHX Text
245.77
AutoCAD SHX Text
245.59
AutoCAD SHX Text
245.58
AutoCAD SHX Text
245.82
AutoCAD SHX Text
246.06
AutoCAD SHX Text
246.05
AutoCAD SHX Text
246.08
AutoCAD SHX Text
245.83
AutoCAD SHX Text
245.91
AutoCAD SHX Text
245.74
AutoCAD SHX Text
245.69
AutoCAD SHX Text
245.40
AutoCAD SHX Text
245.04
AutoCAD SHX Text
244.91
AutoCAD SHX Text
244.70
AutoCAD SHX Text
244.69
AutoCAD SHX Text
244.66
AutoCAD SHX Text
244.45
AutoCAD SHX Text
244.48
AutoCAD SHX Text
244.65
AutoCAD SHX Text
244.56
AutoCAD SHX Text
244.31
AutoCAD SHX Text
244.25
AutoCAD SHX Text
244.28
AutoCAD SHX Text
244.49
AutoCAD SHX Text
245.44
AutoCAD SHX Text
245.55
AutoCAD SHX Text
245.74
AutoCAD SHX Text
245.30
AutoCAD SHX Text
245.07
AutoCAD SHX Text
244.95
AutoCAD SHX Text
244.81
AutoCAD SHX Text
244.87
AutoCAD SHX Text
245.09
AutoCAD SHX Text
244.66
AutoCAD SHX Text
244.54
AutoCAD SHX Text
244.62
AutoCAD SHX Text
244.38
AutoCAD SHX Text
244.23
AutoCAD SHX Text
243.87
AutoCAD SHX Text
243.89
AutoCAD SHX Text
243.79
AutoCAD SHX Text
243.88
AutoCAD SHX Text
244.05
AutoCAD SHX Text
243.84
AutoCAD SHX Text
243.70
AutoCAD SHX Text
243.61
AutoCAD SHX Text
243.63
AutoCAD SHX Text
243.89
AutoCAD SHX Text
244.09
AutoCAD SHX Text
244.35
AutoCAD SHX Text
244.05
AutoCAD SHX Text
243.99
AutoCAD SHX Text
243.91
AutoCAD SHX Text
243.68
AutoCAD SHX Text
243.60
AutoCAD SHX Text
243.56
AutoCAD SHX Text
243.48
AutoCAD SHX Text
243.45
AutoCAD SHX Text
243.37
AutoCAD SHX Text
243.24
AutoCAD SHX Text
243.28
AutoCAD SHX Text
243.32
AutoCAD SHX Text
243.45
AutoCAD SHX Text
243.46
AutoCAD SHX Text
243.43
AutoCAD SHX Text
243.54
AutoCAD SHX Text
243.64
AutoCAD SHX Text
243.54
AutoCAD SHX Text
243.55
AutoCAD SHX Text
244.69
AutoCAD SHX Text
244.79
AutoCAD SHX Text
244.78
AutoCAD SHX Text
244.83
AutoCAD SHX Text
244.77
AutoCAD SHX Text
244.67
AutoCAD SHX Text
244.83
AutoCAD SHX Text
244.83
AutoCAD SHX Text
244.62
AutoCAD SHX Text
244.15
AutoCAD SHX Text
244.17
AutoCAD SHX Text
243.88
AutoCAD SHX Text
243.89
AutoCAD SHX Text
244.12
AutoCAD SHX Text
244.44
AutoCAD SHX Text
244.48
AutoCAD SHX Text
244.61
AutoCAD SHX Text
244.50
AutoCAD SHX Text
243.92
AutoCAD SHX Text
243.84
AutoCAD SHX Text
243.70
AutoCAD SHX Text
243.54
AutoCAD SHX Text
243.65
AutoCAD SHX Text
243.75
AutoCAD SHX Text
243.41
AutoCAD SHX Text
243.36
AutoCAD SHX Text
243.52
AutoCAD SHX Text
243.59
AutoCAD SHX Text
243.97
AutoCAD SHX Text
244.15
AutoCAD SHX Text
243.72
AutoCAD SHX Text
243.77
AutoCAD SHX Text
243.87
AutoCAD SHX Text
244.08
AutoCAD SHX Text
244.25
AutoCAD SHX Text
244.18
AutoCAD SHX Text
244.35
AutoCAD SHX Text
244.75
AutoCAD SHX Text
244.70
AutoCAD SHX Text
244.85
AutoCAD SHX Text
244.93
AutoCAD SHX Text
244.96
AutoCAD SHX Text
245.09
AutoCAD SHX Text
245.04
AutoCAD SHX Text
244.92
AutoCAD SHX Text
245.26
AutoCAD SHX Text
245.33
AutoCAD SHX Text
244.97
AutoCAD SHX Text
244.97
AutoCAD SHX Text
245.16
AutoCAD SHX Text
245.27
AutoCAD SHX Text
245.22
AutoCAD SHX Text
245.43
AutoCAD SHX Text
245.41
AutoCAD SHX Text
245.53
AutoCAD SHX Text
245.38
AutoCAD SHX Text
245.47
AutoCAD SHX Text
245.48
AutoCAD SHX Text
245.82
AutoCAD SHX Text
245.84
AutoCAD SHX Text
245.93
AutoCAD SHX Text
245.44
AutoCAD SHX Text
245.29
AutoCAD SHX Text
245.13
AutoCAD SHX Text
244.93
AutoCAD SHX Text
245.03
AutoCAD SHX Text
244.99
AutoCAD SHX Text
245.17
AutoCAD SHX Text
245.18
AutoCAD SHX Text
245.24
AutoCAD SHX Text
245.66
AutoCAD SHX Text
245.73
AutoCAD SHX Text
245.89
AutoCAD SHX Text
245.70
AutoCAD SHX Text
245.80
AutoCAD SHX Text
245.83
AutoCAD SHX Text
245.86
AutoCAD SHX Text
245.96
AutoCAD SHX Text
246.07
AutoCAD SHX Text
246.08
AutoCAD SHX Text
246.05
AutoCAD SHX Text
245.91
AutoCAD SHX Text
245.94
AutoCAD SHX Text
245.94
AutoCAD SHX Text
246.16
AutoCAD SHX Text
246.19
AutoCAD SHX Text
246.53
AutoCAD SHX Text
246.57
AutoCAD SHX Text
246.69
AutoCAD SHX Text
246.67
AutoCAD SHX Text
246.76
AutoCAD SHX Text
246.67
AutoCAD SHX Text
247.53
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246.58
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246.46
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246.35
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246.49
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246.79
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247.09
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247.28
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248.00
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248.46
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248.34
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248.58
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248.67
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248.41
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248.44
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248.49
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247.12
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246.75
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248.02
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247.85
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247.85
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248.02
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247.98
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248.38
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240.82
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245.02
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245.24
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244.85
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245.05
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Frame
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Dwelling
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Centre LIne of Road
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Ex. Edge of Asphalt
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Ex. Top of Curb
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Ex. Toe of Curb
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Top of Slope and Remains of Post & Wire Fence
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Ex.Chain Link Fence and Toe of Slope
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Ex.Centre Line of Railway Track
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Ex. Chain Link Fence
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LOT 45
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LITTLE AVENUE
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(ORIGINAL ROAD ALLOWANCE BETWEEN CONCESSIONS 13 & 14)
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M
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M
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BIORETENTION CELL 6 AREA=102.90m²102.90m²m²
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FF 247.90 TF 247.60 BF 244.96 USF 243.64
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FF 248.12 TF 247.82 BF 245.18 USF 243.86
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FF 248.30 TF 248.00 BF 245.40 USF 244.04
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FF 248.52 TF 248.22 BF 245.58 USF 244.26
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FF 248.77 TF 248.47 BF 245.83 USF 244.51
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FF 249.04 TF 248.74 BF 246.10 USF 244.78
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FF 249.27 TF 248.97 BF 246.33 USF 245.01
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FF 249.44 TF 249.14 BF 246.50 USF 245.18
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FF 249.66 TF 249.36 BF 246.72 USF 245.40
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FF 249.91 TF 249.61 BF 246.97 USF 245.65
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FF 250.12 TF 249.82 BF 247.18 USF 245.86
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FF 250.35 TF 250.05 BF 247.41 USF 246.09
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FF 250.55 TF 250.25 BF 247.61 USF 246.29
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FF 247.55 TF 247.25 BF 244.61 USF 243.29
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HP
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HP
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HP
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29m RETAINING WALL TW 248.15
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ASPHALT OUTLET (TYP. II OPSD 604.020) C/W ASPHALT SPILLWAYS (TYP. OPSD 605.040) TO BOTTOM OF BIORETENTION CELL.
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DEPRESSED BARRIER CURB (OPSD 600.110) TO MATCH EXISTING SIDEWALK.
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C/L PROPOSED WEST METROLINX TRACK PER BARRIE RAIL CORRIDOR EXPANSION DRAWING NO. SK-C-139
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PROPOSED RETAINING WALL AS PER BARRIE RAIL CORRIDOR EXPANSION DRAWING NO. SK-C-139
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6m SETBACK FROM TOP OF SLOPE (EROSION ACCESS ALLOWANCE)
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BH # 18-7*
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BH # 18-5*
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BARRIER CURB (OPSD 600.110)
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BOTTOM ELEV = 241.25
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ASPHALT OUTLET (TYP. II OPSD 604.020) C/W ASPHALT SPILLWAYS (TYP. OPSD 605.040) TO BOTTOM OF BIORETENTION CELL.
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ASPHALT OUTLET (TYP. II OPSD 604.020) C/W ASPHALT SPILLWAYS (TYP. OPSD 605.040) TO BOTTOM OF BIORETENTION CELL.
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EMERGENCY SPILLWAY. REFER TO DETAIL ON DWG 105
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SWM POND
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1:250
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SITE GRADING PLAN 2
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102B
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N
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5
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0m
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5
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10
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15
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20
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SCALE: 1:250
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED FOR SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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P
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R
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O
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V
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I
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N
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C
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E
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O
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F
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O
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N
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T
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A
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R
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I
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O
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L
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I
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C
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E
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N
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S
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E
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D
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P
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R
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O
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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*SEE WSP GEOTECHNICAL REPORT DATED MAY 208
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STORM EVENT
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ELEVATION
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2-YEAR
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241.69
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5-YEAR
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241.94
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10-YEAR
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242.10
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25-YEAR
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242.32
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50-YEAR
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242.49
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100-YEAR
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242.64
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REGIONAL
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242.83
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NOTE: ALL ELEVATIONS AT CURBS ARE BOTTOM OF CURB ELEVATIONS UNLESS OTHERWISE SPECIFIED.
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NOTE: ALL ELEVATIONS AT CURBS ARE BOTTOM OF CURB ELEVATIONS UNLESS OTHERWISE SPECIFIED.
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
KEY PLAN
SCALE: N.T.S.
SUBJECT
PROPERTY
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C103.dwg, 103A, 2019-11-29 3:28:49 PM, jpereira
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BIORETENTION CELL 2 AREA=123.26m²123.26m²m²
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EX. 150mm WM150mm WM
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EX. 60m-450mm%%C STM @ 5.2%%%
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EX. 150mm%%C PVC DR-18 WM
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EX. 60m-250mm%%C SAN
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BIORETENTION CELL 3 AREA=170m²170m²m²
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BIORETENTION CELL 4 AREA=95.23m²95.23m²m²
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BIORETENTION CELL 5 AREA=57.92m²57.92m²m²
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BIORETENTION CELL 1 AREA=76.35m²76.35m²m²
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T/G 245.43 E INV 241.62 W INV 241.69
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T/G 245.96 W INV 244.10 N INV 243.94 S INV 244.06 E INV 243.50
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T/G 242.38 E INV 239.83 W INV 240.41
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T/G 241.86 W INV 238.67 S INV 238.62 N INV 238.70
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CSP 0.5Dia.
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Toe of Ditch
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Top of Slope
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Ex. Board Fence
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Ex. Chain LinK Fence
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Ex. Chain Link Fence
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Top
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Top
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Edge of Asphalt
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Centre Line of Road
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Shed
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Edge of Asphalt
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Centre Line of Road
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Frame
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Dwelling
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Centre LIne of Road
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Ex. Edge of Asphalt
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Ex. Top of Curb
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Ex. Toe of Curb
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Top of Slope and Remains of Post & Wire Fence
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Top of Slope and Remains of Post & Wire Fence
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Ex. Chain Link Fence and Toe of Slope
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Ex. Chain Link Fence and Toe of Slope
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Ex.Chain Link Fence and Toe of Slope
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Ex. Centre Line of Railway Track
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Ex.Centre Line of Railway Track
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Ex. Chain Link Fence
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Ex. Chain Link Fence
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LOT 50
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LOT 49
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LOT 48
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LOT 46
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LOT 51
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LOT 52
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LOT 53
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LOT 45
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LOT 44
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BLOCK A
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LITTLE AVENUE
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McLAREN AVENUE
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(ORIGINAL ROAD ALLOWANCE BETWEEN CONCESSIONS 13 & 14)
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sign
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Ditch
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FOSTER DRIVE
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M
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M
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M
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B
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POST AND WIRE FENCE
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RAIL FENCE
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INVERT 245.82
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B
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BIORETENTION CELL 6 AREA=102.90m²102.90m²m²
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EX. STM MH#46
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EX. SAN MH (SAP 13118)
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SAN-1
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9
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0.28
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SAN-2
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44
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0.59
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SAN-3
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26
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0.39
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SAN-4
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47
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0.67
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SAN-5
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5
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0.07
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SAN-6
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0
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0.15
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1:500
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SANITARY DRAINAGE PLAN
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103A
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N
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10
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0m
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10
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20
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30
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40
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SCALE: 1:500
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED FOR SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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P
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R
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O
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V
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I
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N
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C
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E
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O
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F
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O
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N
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T
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A
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R
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I
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O
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L
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I
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C
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E
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N
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S
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E
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D
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P
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R
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O
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
KEY PLAN
SCALE: N.T.S.
SUBJECT
PROPERTY
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C103.dwg, 103B, 2019-11-29 3:28:53 PM, jpereira
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BIORETENTION CELL 2 AREA=123.26m²123.26m²m²
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EX. 150mm WM150mm WM
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EX. 60m-450mm%%C STM @ 5.2%%%
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EX. 150mm%%C PVC DR-18 WM
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EX. 60m-250mm%%C SAN
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BIORETENTION CELL 3 AREA=170m²170m²m²
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BIORETENTION CELL 4 AREA=95.23m²95.23m²m²
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R=5
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R=5
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BIORETENTION CELL 5 AREA=57.92m²57.92m²m²
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BIORETENTION CELL 1 AREA=76.35m²76.35m²m²
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T/G 245.43 E INV 241.62 W INV 241.69
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T/G 245.96 W INV 244.10 N INV 243.94 S INV 244.06 E INV 243.50
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T/G 242.38 E INV 239.83 W INV 240.41
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CSP 0.5Dia.
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Toe of Ditch
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Top of Slope
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Ex. Board Fence
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Ex. Chain LinK Fence
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Ex. Chain Link Fence
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Top
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Top
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Edge of Asphalt
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Centre Line of Road
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Shed
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Edge of Asphalt
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Centre Line of Road
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Frame
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Dwelling
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Centre LIne of Road
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Ex. Edge of Asphalt
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Ex. Top of Curb
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Ex. Toe of Curb
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Top of Slope and Remains of Post & Wire Fence
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Top of Slope and Remains of Post & Wire Fence
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Ex. Chain Link Fence and Toe of Slope
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Ex. Chain Link Fence and Toe of Slope
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Ex.Chain Link Fence and Toe of Slope
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Ex. Centre Line of Railway Track
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Ex.Centre Line of Railway Track
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Ex. Chain Link Fence
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Ex. Chain Link Fence
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LOT 50
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LOT 49
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LOT 48
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LOT 46
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LOT 51
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LOT 52
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LOT 53
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LOT 45
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LOT 44
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BLOCK A
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LITTLE AVENUE
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McLAREN AVENUE
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(ORIGINAL ROAD ALLOWANCE BETWEEN CONCESSIONS 13 & 14)
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Ditch
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FOSTER DRIVE
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M
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M
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B
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POST AND WIRE FENCE
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RAIL FENCE
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INVERT 245.07
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INVERT 245.82
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B
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BIORETENTION CELL 6 AREA=102.90m²102.90m²m²
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CHAMBER BOTTOM=244.59
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INV. 244.74
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INV. 244.59
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5m(L) X 0.5m(W) X 0.3m(H) LEVEL SPREADER TOP 244.28
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200mm HICKENBOTTOM INV. 240.94 TOP 242.40 SEE DETAIL ON DWG 105
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INV. 244.28
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600mmx600mm DICB w/ GRATE @ 3:1 SLOPE. SEE DETAIL 'C' & 'D' ON DWG C105. 85mm ORIFICE PLATE @ S. OUTLETS. INV. 240.88 N. INV. 240.91
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REFER TO `TYPICAL BIORETENTION CROSS SECTION' DETAIL ON DWG 105
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REFER TO `TYPICAL BIORETENTION CROSS SECTION' DETAIL ON DWG 105
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REFER TO `TYPICAL BIORETENTION CROSS SECTION' DETAIL ON DWG 105
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EX. STM MH#46
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EX. SAN MH (SAP 13118)
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AREA= 315.96m²315.96m²m²
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CHAMBER BOTTOM=244.59
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AREA= 323.00m²323.00m²m²
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INV. 244.59
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STM-10
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0.22
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0.8
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STM-11
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0.26
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0.8
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STM-4
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0.03
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0.5
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STM-5
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0.05
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0.5
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STM-12
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0.17
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0.8
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STM-8
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0.03
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0.5
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STM-14
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0.19
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0.4
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STM-9
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0.02
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0.2
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STM-13
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0.10
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0.8
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EXT-1
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0.03
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0.3
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EXT-2
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0.25
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0.3
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EXT-3
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0.17
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0.3
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EXT-4
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0.04
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0.2
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EXT-5
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0.17
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0.2
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EXT-6
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0.28
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0.2
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EXT-7
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0.45
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0.2
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STM-2
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0.07
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0.5
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STM-3
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0.08
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0.5
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STM-6
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0.08
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0.5
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STM-7
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0.07
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0.5
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STM-1
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0.22
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0.5
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED FOR SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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P
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R
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O
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V
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I
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N
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C
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E
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O
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F
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O
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N
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T
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A
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R
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I
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O
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L
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I
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C
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E
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N
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S
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E
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D
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P
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R
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O
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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1:500
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STORM DRAINAGE PLAN
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103B
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N
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10
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0m
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10
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20
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30
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40
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SCALE: 1:500
KEY PLAN
SCALE: N.T.S.
SUBJECT
PROPERTY
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C104.dwg, 104, 2019-11-29 3:29:02 PM, jpereira
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BIORETENTION CELL 2 AREA=123.26m²123.26m²m²
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EX. 150mm WM150mm WM
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EX. 60m-450mm%%C STM @ 5.2%%%
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EX. 150mm%%C PVC DR-18 WM
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EX. 60m-250mm%%C SAN
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BIORETENTION CELL 3 AREA=170m²170m²m²
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BIORETENTION CELL 4 AREA=95.23m²95.23m²m²
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BIORETENTION CELL 5 AREA=57.92m²57.92m²m²
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BIORETENTION CELL 1 AREA=76.35m²76.35m²m²
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T/G 245.43 E INV 241.62 W INV 241.69
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T/G 245.96 W INV 244.10 N INV 243.94 S INV 244.06 E INV 243.50
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T/G 242.38 E INV 239.83 W INV 240.41
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T/G 241.86 W INV 238.67 S INV 238.62 N INV 238.70
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244.96
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242.26
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241.51
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241.70
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241.78
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244.59
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243.34
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243.42
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242.84
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242.39
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244.83
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243.96
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246.07
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244.69
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246.04
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245.38
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247.43
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246.46
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247.06
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245.25
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245.26
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244.83
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244.42
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244.54
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244.79
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243.92
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243.68
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245.95
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245.56
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246.41
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246.46
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246.45
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246.06
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246.03
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245.88
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245.87
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244.36
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244.50
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246.24
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244.90
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245.89
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245.91
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245.85
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246.50
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245.52
AutoCAD SHX Text
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246.57
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246.55
AutoCAD SHX Text
245.90
AutoCAD SHX Text
246.85
AutoCAD SHX Text
246.66
AutoCAD SHX Text
246.81
AutoCAD SHX Text
246.24
AutoCAD SHX Text
246.18
AutoCAD SHX Text
246.11
AutoCAD SHX Text
246.13
AutoCAD SHX Text
246.52
AutoCAD SHX Text
246.50
AutoCAD SHX Text
246.60
AutoCAD SHX Text
246.56
AutoCAD SHX Text
246.55
AutoCAD SHX Text
246.34
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246.35
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246.40
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246.62
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246.43
AutoCAD SHX Text
245.91
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246.46
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246.27
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245.90
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245.94
AutoCAD SHX Text
246.12
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246.02
AutoCAD SHX Text
245.89
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245.97
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245.71
AutoCAD SHX Text
245.72
AutoCAD SHX Text
245.79
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245.69
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245.70
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245.76
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AutoCAD SHX Text
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245.81
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245.68
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245.32
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245.33
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AutoCAD SHX Text
245.41
AutoCAD SHX Text
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244.95
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244.88
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244.49
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245.41
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245.31
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245.07
AutoCAD SHX Text
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244.90
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244.48
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244.89
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244.56
AutoCAD SHX Text
244.73
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244.84
AutoCAD SHX Text
244.59
AutoCAD SHX Text
244.22
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244.50
AutoCAD SHX Text
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244.42
AutoCAD SHX Text
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AutoCAD SHX Text
243.98
AutoCAD SHX Text
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AutoCAD SHX Text
244.22
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243.84
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244.08
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243.80
AutoCAD SHX Text
243.90
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AutoCAD SHX Text
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243.48
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243.56
AutoCAD SHX Text
242.96
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AutoCAD SHX Text
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AutoCAD SHX Text
243.00
AutoCAD SHX Text
243.09
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
242.85
AutoCAD SHX Text
242.92
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AutoCAD SHX Text
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AutoCAD SHX Text
241.85
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
246.79
AutoCAD SHX Text
247.00
AutoCAD SHX Text
247.01
AutoCAD SHX Text
247.12
AutoCAD SHX Text
247.14
AutoCAD SHX Text
247.31
AutoCAD SHX Text
246.86
AutoCAD SHX Text
246.91
AutoCAD SHX Text
246.86
AutoCAD SHX Text
246.81
AutoCAD SHX Text
246.84
AutoCAD SHX Text
246.78
AutoCAD SHX Text
246.76
AutoCAD SHX Text
246.79
AutoCAD SHX Text
246.78
AutoCAD SHX Text
246.80
AutoCAD SHX Text
246.93
AutoCAD SHX Text
246.89
AutoCAD SHX Text
246.79
AutoCAD SHX Text
246.70
AutoCAD SHX Text
246.69
AutoCAD SHX Text
246.69
AutoCAD SHX Text
246.80
AutoCAD SHX Text
246.53
AutoCAD SHX Text
246.57
AutoCAD SHX Text
246.40
AutoCAD SHX Text
246.36
AutoCAD SHX Text
246.53
AutoCAD SHX Text
246.56
AutoCAD SHX Text
246.41
AutoCAD SHX Text
246.66
AutoCAD SHX Text
246.22
AutoCAD SHX Text
246.07
AutoCAD SHX Text
246.03
AutoCAD SHX Text
246.05
AutoCAD SHX Text
246.00
AutoCAD SHX Text
246.27
AutoCAD SHX Text
246.29
AutoCAD SHX Text
246.09
AutoCAD SHX Text
246.34
AutoCAD SHX Text
246.13
AutoCAD SHX Text
246.03
AutoCAD SHX Text
245.95
AutoCAD SHX Text
246.08
AutoCAD SHX Text
245.47
AutoCAD SHX Text
245.45
AutoCAD SHX Text
245.40
AutoCAD SHX Text
245.38
AutoCAD SHX Text
245.51
AutoCAD SHX Text
245.58
AutoCAD SHX Text
245.63
AutoCAD SHX Text
245.53
AutoCAD SHX Text
245.51
AutoCAD SHX Text
245.55
AutoCAD SHX Text
245.87
AutoCAD SHX Text
245.92
AutoCAD SHX Text
245.88
AutoCAD SHX Text
246.17
AutoCAD SHX Text
246.18
AutoCAD SHX Text
246.06
AutoCAD SHX Text
246.17
AutoCAD SHX Text
245.87
AutoCAD SHX Text
245.83
AutoCAD SHX Text
245.68
AutoCAD SHX Text
245.95
AutoCAD SHX Text
245.37
AutoCAD SHX Text
245.08
AutoCAD SHX Text
245.10
AutoCAD SHX Text
244.89
AutoCAD SHX Text
245.34
AutoCAD SHX Text
245.16
AutoCAD SHX Text
244.78
AutoCAD SHX Text
244.70
AutoCAD SHX Text
244.68
AutoCAD SHX Text
244.75
AutoCAD SHX Text
244.85
AutoCAD SHX Text
244.99
AutoCAD SHX Text
245.20
AutoCAD SHX Text
245.15
AutoCAD SHX Text
245.18
AutoCAD SHX Text
244.96
AutoCAD SHX Text
244.85
AutoCAD SHX Text
245.10
AutoCAD SHX Text
245.45
AutoCAD SHX Text
245.70
AutoCAD SHX Text
245.76
AutoCAD SHX Text
245.77
AutoCAD SHX Text
245.59
AutoCAD SHX Text
245.58
AutoCAD SHX Text
245.82
AutoCAD SHX Text
246.06
AutoCAD SHX Text
246.05
AutoCAD SHX Text
246.08
AutoCAD SHX Text
245.83
AutoCAD SHX Text
245.91
AutoCAD SHX Text
245.74
AutoCAD SHX Text
245.69
AutoCAD SHX Text
245.40
AutoCAD SHX Text
245.04
AutoCAD SHX Text
244.91
AutoCAD SHX Text
244.70
AutoCAD SHX Text
244.69
AutoCAD SHX Text
244.66
AutoCAD SHX Text
244.45
AutoCAD SHX Text
244.48
AutoCAD SHX Text
244.65
AutoCAD SHX Text
244.56
AutoCAD SHX Text
244.31
AutoCAD SHX Text
244.25
AutoCAD SHX Text
244.28
AutoCAD SHX Text
244.49
AutoCAD SHX Text
245.44
AutoCAD SHX Text
245.55
AutoCAD SHX Text
245.74
AutoCAD SHX Text
245.30
AutoCAD SHX Text
245.07
AutoCAD SHX Text
244.95
AutoCAD SHX Text
244.81
AutoCAD SHX Text
244.87
AutoCAD SHX Text
245.09
AutoCAD SHX Text
244.66
AutoCAD SHX Text
244.54
AutoCAD SHX Text
244.62
AutoCAD SHX Text
244.38
AutoCAD SHX Text
244.23
AutoCAD SHX Text
243.87
AutoCAD SHX Text
243.89
AutoCAD SHX Text
243.79
AutoCAD SHX Text
243.88
AutoCAD SHX Text
244.05
AutoCAD SHX Text
243.84
AutoCAD SHX Text
243.70
AutoCAD SHX Text
243.61
AutoCAD SHX Text
243.63
AutoCAD SHX Text
243.89
AutoCAD SHX Text
244.09
AutoCAD SHX Text
244.35
AutoCAD SHX Text
244.05
AutoCAD SHX Text
243.99
AutoCAD SHX Text
243.91
AutoCAD SHX Text
243.68
AutoCAD SHX Text
243.60
AutoCAD SHX Text
243.56
AutoCAD SHX Text
243.48
AutoCAD SHX Text
243.45
AutoCAD SHX Text
243.37
AutoCAD SHX Text
243.24
AutoCAD SHX Text
243.28
AutoCAD SHX Text
243.32
AutoCAD SHX Text
243.45
AutoCAD SHX Text
243.46
AutoCAD SHX Text
243.43
AutoCAD SHX Text
243.54
AutoCAD SHX Text
243.64
AutoCAD SHX Text
243.54
AutoCAD SHX Text
243.55
AutoCAD SHX Text
244.69
AutoCAD SHX Text
244.79
AutoCAD SHX Text
244.78
AutoCAD SHX Text
244.83
AutoCAD SHX Text
244.77
AutoCAD SHX Text
244.67
AutoCAD SHX Text
244.83
AutoCAD SHX Text
244.83
AutoCAD SHX Text
244.62
AutoCAD SHX Text
244.15
AutoCAD SHX Text
244.17
AutoCAD SHX Text
243.88
AutoCAD SHX Text
243.89
AutoCAD SHX Text
244.12
AutoCAD SHX Text
244.44
AutoCAD SHX Text
244.48
AutoCAD SHX Text
244.61
AutoCAD SHX Text
244.50
AutoCAD SHX Text
243.92
AutoCAD SHX Text
243.84
AutoCAD SHX Text
243.70
AutoCAD SHX Text
243.54
AutoCAD SHX Text
243.65
AutoCAD SHX Text
243.75
AutoCAD SHX Text
243.41
AutoCAD SHX Text
243.36
AutoCAD SHX Text
243.52
AutoCAD SHX Text
243.59
AutoCAD SHX Text
243.97
AutoCAD SHX Text
244.15
AutoCAD SHX Text
243.72
AutoCAD SHX Text
243.77
AutoCAD SHX Text
243.87
AutoCAD SHX Text
244.08
AutoCAD SHX Text
244.25
AutoCAD SHX Text
244.18
AutoCAD SHX Text
244.35
AutoCAD SHX Text
244.75
AutoCAD SHX Text
244.70
AutoCAD SHX Text
244.85
AutoCAD SHX Text
244.93
AutoCAD SHX Text
244.96
AutoCAD SHX Text
245.09
AutoCAD SHX Text
245.04
AutoCAD SHX Text
244.92
AutoCAD SHX Text
245.26
AutoCAD SHX Text
245.33
AutoCAD SHX Text
244.97
AutoCAD SHX Text
244.97
AutoCAD SHX Text
245.16
AutoCAD SHX Text
245.27
AutoCAD SHX Text
245.22
AutoCAD SHX Text
245.43
AutoCAD SHX Text
245.41
AutoCAD SHX Text
245.53
AutoCAD SHX Text
245.38
AutoCAD SHX Text
245.47
AutoCAD SHX Text
245.48
AutoCAD SHX Text
245.82
AutoCAD SHX Text
245.84
AutoCAD SHX Text
245.93
AutoCAD SHX Text
245.44
AutoCAD SHX Text
245.29
AutoCAD SHX Text
245.13
AutoCAD SHX Text
244.93
AutoCAD SHX Text
245.03
AutoCAD SHX Text
244.99
AutoCAD SHX Text
245.17
AutoCAD SHX Text
245.18
AutoCAD SHX Text
245.24
AutoCAD SHX Text
245.66
AutoCAD SHX Text
245.73
AutoCAD SHX Text
245.89
AutoCAD SHX Text
245.70
AutoCAD SHX Text
245.80
AutoCAD SHX Text
245.83
AutoCAD SHX Text
245.86
AutoCAD SHX Text
245.96
AutoCAD SHX Text
246.07
AutoCAD SHX Text
246.08
AutoCAD SHX Text
246.05
AutoCAD SHX Text
245.91
AutoCAD SHX Text
245.94
AutoCAD SHX Text
245.94
AutoCAD SHX Text
246.16
AutoCAD SHX Text
246.19
AutoCAD SHX Text
246.53
AutoCAD SHX Text
246.57
AutoCAD SHX Text
246.69
AutoCAD SHX Text
246.67
AutoCAD SHX Text
246.76
AutoCAD SHX Text
246.67
AutoCAD SHX Text
247.53
AutoCAD SHX Text
246.58
AutoCAD SHX Text
246.46
AutoCAD SHX Text
246.35
AutoCAD SHX Text
246.49
AutoCAD SHX Text
246.79
AutoCAD SHX Text
247.09
AutoCAD SHX Text
247.28
AutoCAD SHX Text
247.18
AutoCAD SHX Text
247.01
AutoCAD SHX Text
247.87
AutoCAD SHX Text
247.75
AutoCAD SHX Text
247.55
AutoCAD SHX Text
247.45
AutoCAD SHX Text
247.46
AutoCAD SHX Text
247.32
AutoCAD SHX Text
247.69
AutoCAD SHX Text
248.16
AutoCAD SHX Text
248.29
AutoCAD SHX Text
248.14
AutoCAD SHX Text
248.03
AutoCAD SHX Text
248.29
AutoCAD SHX Text
248.43
AutoCAD SHX Text
248.27
AutoCAD SHX Text
249.48
AutoCAD SHX Text
249.38
AutoCAD SHX Text
249.72
AutoCAD SHX Text
249.67
AutoCAD SHX Text
249.36
AutoCAD SHX Text
248.93
AutoCAD SHX Text
248.35
AutoCAD SHX Text
248.27
AutoCAD SHX Text
248.42
AutoCAD SHX Text
250.28
AutoCAD SHX Text
248.97
AutoCAD SHX Text
248.49
AutoCAD SHX Text
248.64
AutoCAD SHX Text
248.39
AutoCAD SHX Text
249.07
AutoCAD SHX Text
248.00
AutoCAD SHX Text
248.46
AutoCAD SHX Text
248.34
AutoCAD SHX Text
248.58
AutoCAD SHX Text
248.67
AutoCAD SHX Text
248.41
AutoCAD SHX Text
248.44
AutoCAD SHX Text
248.49
AutoCAD SHX Text
247.12
AutoCAD SHX Text
246.75
AutoCAD SHX Text
248.02
AutoCAD SHX Text
247.85
AutoCAD SHX Text
247.85
AutoCAD SHX Text
248.02
AutoCAD SHX Text
247.98
AutoCAD SHX Text
248.38
AutoCAD SHX Text
245.83
AutoCAD SHX Text
245.44
AutoCAD SHX Text
245.24
AutoCAD SHX Text
244.92
AutoCAD SHX Text
244.25
AutoCAD SHX Text
244.12
AutoCAD SHX Text
244.19
AutoCAD SHX Text
244.00
AutoCAD SHX Text
243.34
AutoCAD SHX Text
243.37
AutoCAD SHX Text
244.30
AutoCAD SHX Text
244.17
AutoCAD SHX Text
245.47
AutoCAD SHX Text
245.24
AutoCAD SHX Text
244.96
AutoCAD SHX Text
245.86
AutoCAD SHX Text
246.43
AutoCAD SHX Text
244.99
AutoCAD SHX Text
243.58
AutoCAD SHX Text
245.55
AutoCAD SHX Text
246.27
AutoCAD SHX Text
246.54
AutoCAD SHX Text
246.73
AutoCAD SHX Text
246.96
AutoCAD SHX Text
246.61
AutoCAD SHX Text
245.86
AutoCAD SHX Text
244.90
AutoCAD SHX Text
244.83
AutoCAD SHX Text
244.72
AutoCAD SHX Text
244.42
AutoCAD SHX Text
244.23
AutoCAD SHX Text
244.84
AutoCAD SHX Text
245.66
AutoCAD SHX Text
246.84
AutoCAD SHX Text
246.48
AutoCAD SHX Text
245.64
AutoCAD SHX Text
244.43
AutoCAD SHX Text
244.12
AutoCAD SHX Text
245.52
AutoCAD SHX Text
245.41
AutoCAD SHX Text
245.68
AutoCAD SHX Text
245.70
AutoCAD SHX Text
245.66
AutoCAD SHX Text
245.65
AutoCAD SHX Text
245.69
AutoCAD SHX Text
245.63
AutoCAD SHX Text
245.54
AutoCAD SHX Text
245.47
AutoCAD SHX Text
245.42
AutoCAD SHX Text
242.37
AutoCAD SHX Text
240.24
AutoCAD SHX Text
239.53
AutoCAD SHX Text
239.67
AutoCAD SHX Text
239.08
AutoCAD SHX Text
239.36
AutoCAD SHX Text
239.06
AutoCAD SHX Text
239.26
AutoCAD SHX Text
245.13
AutoCAD SHX Text
244.80
AutoCAD SHX Text
239.70
AutoCAD SHX Text
240.08
AutoCAD SHX Text
239.56
AutoCAD SHX Text
239.88
AutoCAD SHX Text
246.02
AutoCAD SHX Text
246.27
AutoCAD SHX Text
246.89
AutoCAD SHX Text
245.33
AutoCAD SHX Text
245.51
AutoCAD SHX Text
245.86
AutoCAD SHX Text
245.15
AutoCAD SHX Text
244.89
AutoCAD SHX Text
245.91
AutoCAD SHX Text
246.60
AutoCAD SHX Text
245.82
AutoCAD SHX Text
245.07
AutoCAD SHX Text
246.19
AutoCAD SHX Text
245.13
AutoCAD SHX Text
245.54
AutoCAD SHX Text
246.22
AutoCAD SHX Text
245.20
AutoCAD SHX Text
245.58
AutoCAD SHX Text
246.35
AutoCAD SHX Text
246.30
AutoCAD SHX Text
245.43
AutoCAD SHX Text
245.66
AutoCAD SHX Text
245.99
AutoCAD SHX Text
246.30
AutoCAD SHX Text
246.60
AutoCAD SHX Text
246.92
AutoCAD SHX Text
246.79
AutoCAD SHX Text
244.46
AutoCAD SHX Text
245.69
AutoCAD SHX Text
246.38
AutoCAD SHX Text
245.86
AutoCAD SHX Text
246.38
AutoCAD SHX Text
244.98
AutoCAD SHX Text
246.05
AutoCAD SHX Text
240.82
AutoCAD SHX Text
245.02
AutoCAD SHX Text
245.24
AutoCAD SHX Text
247.75
AutoCAD SHX Text
245.73
AutoCAD SHX Text
245.66
AutoCAD SHX Text
245.52
AutoCAD SHX Text
245.68
AutoCAD SHX Text
249.11
AutoCAD SHX Text
249.01
AutoCAD SHX Text
244.85
AutoCAD SHX Text
245.82
AutoCAD SHX Text
246.26
AutoCAD SHX Text
244.50
AutoCAD SHX Text
245.92
AutoCAD SHX Text
246.31
AutoCAD SHX Text
247.42
AutoCAD SHX Text
249.04
AutoCAD SHX Text
250.71
AutoCAD SHX Text
248.93
AutoCAD SHX Text
246.00
AutoCAD SHX Text
245.52
AutoCAD SHX Text
245.79
AutoCAD SHX Text
245.05
AutoCAD SHX Text
245.41
AutoCAD SHX Text
244.02
AutoCAD SHX Text
245.68
AutoCAD SHX Text
CSP 0.5Dia.
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Toe of Ditch
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Top of Slope
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Ex. Board Fence
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Ex. Chain LinK Fence
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Ex. Chain Link Fence
AutoCAD SHX Text
Shed
AutoCAD SHX Text
Edge of Asphalt
AutoCAD SHX Text
Centre Line of Road
AutoCAD SHX Text
Frame
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Dwelling
AutoCAD SHX Text
Centre LIne of Road
AutoCAD SHX Text
Ex. Edge of Asphalt
AutoCAD SHX Text
Ex. Edge of Asphalt
AutoCAD SHX Text
Ex. Top of Curb
AutoCAD SHX Text
Ex. Top of Curb
AutoCAD SHX Text
Ex. Toe of Curb
AutoCAD SHX Text
Top of Slope and Remains of Post & Wire Fence
AutoCAD SHX Text
Top of Slope and Remains of Post & Wire Fence
AutoCAD SHX Text
Ex. Chain Link Fence and Toe of Slope
AutoCAD SHX Text
Ex. Chain Link Fence and Toe of Slope
AutoCAD SHX Text
Ex.Chain Link Fence and Toe of Slope
AutoCAD SHX Text
Ex. Centre Line of Railway Track
AutoCAD SHX Text
Ex.Centre Line of Railway Track
AutoCAD SHX Text
Ex. Chain Link Fence
AutoCAD SHX Text
Ex. Chain Link Fence
AutoCAD SHX Text
LOT 50
AutoCAD SHX Text
LOT 49
AutoCAD SHX Text
LOT 48
AutoCAD SHX Text
LOT 46
AutoCAD SHX Text
LOT 51
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LOT 52
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LOT 53
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LOT 45
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LOT 44
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LITTLE AVENUE
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(ORIGINAL ROAD ALLOWANCE BETWEEN CONCESSIONS 13 & 14)
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sign
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FOSTER DRIVE
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M
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M
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M
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B
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POST AND WIRE FENCE
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RAIL FENCE
AutoCAD SHX Text
INVERT 245.82
AutoCAD SHX Text
B
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BIORETENTION CELL 6 AREA=102.90m²102.90m²m²
AutoCAD SHX Text
MAX. 3:1 SLOPE
AutoCAD SHX Text
INSTALL SILT SACK IN CATCHBASIN (REFER TO DETAIL).
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INSTALL SILT SACK IN CATCHBASIN (REFER TO DETAIL).
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LIMIT OF DISTURBANCE
AutoCAD SHX Text
1:500
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EROSION AND SEDIMENT CONTROL PLAN
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104
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N
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10
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0m
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10
AutoCAD SHX Text
20
AutoCAD SHX Text
30
AutoCAD SHX Text
40
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SCALE: 1:500
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED FOR SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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LITTLE AVE
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HURST DR
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HURST DR
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FOSTER DR
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MACLAREN AVE
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LITTLE AVE
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GARSON ST
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MERRETT DR
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MACLAREN AVE
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YONGE ST
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YEATES AVE
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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P
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R
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O
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V
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I
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N
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C
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E
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O
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F
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O
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N
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T
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A
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R
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I
AutoCAD SHX Text
O
AutoCAD SHX Text
L
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I
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C
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E
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N
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S
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E
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D
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P
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R
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O
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F
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E
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S
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S
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I
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O
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N
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A
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L
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E
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N
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G
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I
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N
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E
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E
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R
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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%%U'SILTSACK' DETAIL
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SCALE: N.T.S.
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INSERT 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED)
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OPTIONAL OVERFLOW
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SILTSACK
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R
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DUMP LOOPS (REBAR NOT INCLUDED)
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FOAM DEFLECTOR
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CURB OPENING
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CATCHBASIN
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CATCHBASIN GRATE
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NOTE: GEOTEXTILE (TERRAFIX 270R OR APPROVED EQUAL) TO BE PLACED AS SEPARATION BARRIER BETWEEN EXISTING GROUND AND CLEAR STONE.
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MUNICIPAL ROW
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400mm DEPTH OF 200mm CLEAR STONE
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PROPERTY LIMITS
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MUNICIPAL CORRIDOR
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15.0m
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150mm GRAN 'A' 300mm GRAN 'B'
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7.0m
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%%UMUD MAT DETAIL
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SCALE: N.T.S.
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NOTE: THIS PLAN TO BE READ IN CONJUNCTION WITH THE TREE PRESERVATION PLAN PREPARED BY SLR
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GENERAL NOTES: 1. ALL CONSTRUCTION EQUIPMENT TO USE MAIN ACCESS POINT, LOCATED ALL CONSTRUCTION EQUIPMENT TO USE MAIN ACCESS POINT, LOCATED AT LITTLE AVENUE, AS INDICATED ON THIS DRAWING. MUD MAT TO BE CONSTRUCTED AT ACCESS POINT. 2. ALL SEDIMENT AND EROSION CONTROL FACILITIES AND WORKS ARE TO BE ALL SEDIMENT AND EROSION CONTROL FACILITIES AND WORKS ARE TO BE CONSTRUCTED AND IN PLACE TO THE APPROVAL OF THE SITE ENGINEER PRIOR TO ANY GRADING OPERATIONS COMMENCING. TYPICAL WORKS INCLUDE SILT FENCES, INTERCEPTOR SWALES, STRAW BALE CHECK DAMS AND SEDIMENT TRAPS. 3. ALL TEMPORARY TOPSOIL STOCKPILES ARE TO BE PROVIDED WITH THE ALL TEMPORARY TOPSOIL STOCKPILES ARE TO BE PROVIDED WITH THE NECESSARY SEDIMENT AND EROSION CONTROL FEATURES. 4. ALL INTERCEPTOR SWALES ARE TO BE SEEDED TO STABILIZE THEIR ALL INTERCEPTOR SWALES ARE TO BE SEEDED TO STABILIZE THEIR BANKS IMMEDIATELY FOLLOWING CONSTRUCTION. 5. NO TREE CLEARING OR DISTURBANCE OF LANDS WILL OCCUR WITHIN NO TREE CLEARING OR DISTURBANCE OF LANDS WILL OCCUR WITHIN SPECIFIED BUFFERS ALONG PROPERTY LINES AND INTERNAL TO SITE. 6. DURING EARTHWORK ACTIVITIES THE CONTRACTOR WILL ENSURE THE DURING EARTHWORK ACTIVITIES THE CONTRACTOR WILL ENSURE THE MEASURES FOR DUST SUPPRESSION ARE PROVIDED AS REQUIRED, SUCH AS THE APPLICATION OF WATER OR LIME. 7. NO RE-FEULLING, MAINTENANCE OR REPAIR WORK ON CONSTRUCTION NO RE-FEULLING, MAINTENANCE OR REPAIR WORK ON CONSTRUCTION EQUIPMENT IS ALLOWED WITHIN 30m OF AN EXISTING WATERCOURSE OR DITCH EXCEPT AS NOTED. 8. CONTRACTOR IS RESPONSIBLE TO CLEAN UP ANY SEDIMENT THAT LEAVES CONTRACTOR IS RESPONSIBLE TO CLEAN UP ANY SEDIMENT THAT LEAVES THE SITE INCLUDING, BUT NOT LIMITED TO STREET SWEEPING OF ACCESS ROUTES AS REQUIRED OR AS DIRECTED BY THE CITY OR ENGINEER. MAINTENANCE & OPERATIONS OF SEDIMENT CONTROLS SILT FENCE 1. SILT FENCE MUST BE INSPECTED WEEKLY FOR RIPS OR SILT FENCE MUST BE INSPECTED WEEKLY FOR RIPS OR RIPS OR TEARS, BROKEN STAKES, BLOW-OUTS AND BLOW-OUTS AND ACCUMULATION OF SEDIMENT. 2. SILT FENCE MUST BE INSPECTED FOLLOWING ALL 15MM SILT FENCE MUST BE INSPECTED FOLLOWING ALL 15MM OR GREATER RAIN STORM EVENT OR AS DIRECTED BY EVENT OR AS DIRECTED BY SITE ENGINEER. 3. SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN ACCUMULATION SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN ACCUMULATION REACHES 50% OF THE HEIGHT OF THE FENCE. 4. ALL SILT FENCES MUST BE REMOVED ONLY WHEN THE ENTIRE SITE IS ALL SILT FENCES MUST BE REMOVED ONLY WHEN THE ENTIRE SITE IS STABILIZED AND AS DIRECTED BY THE SITE ENGINEER. MUD MAT MAINTENANCE 1. INSPECT MUD MAT WEEKLY TO ASSESS CONDITION AND ENSURE INSPECT MUD MAT WEEKLY TO ASSESS CONDITION AND ENSURE OPERATION EFFICIENCY. 2. SUPPLY AND PLACE ADDITIONAL CLEAR STONE AS DIRECTED BY SITE SUPPLY AND PLACE ADDITIONAL CLEAR STONE AS DIRECTED BY SITE ENGINEER. 3. MAT TO REMAIN IN PLACE UNTIL SITE IS STABILIZED OR AS DIRECTED BY MAT TO REMAIN IN PLACE UNTIL SITE IS STABILIZED OR AS DIRECTED BY SITE ENGINEER. BIORETENTION FACILITY 1. SILT FENCE TO BE INSTALLED ALONG PERIMETER OF THE FACILITY. SILT FENCE TO BE INSTALLED ALONG PERIMETER OF THE FACILITY. 2. BIORETENTION LOCATIONS SHOULD BE BLOCKED FROM CONSTRUCTION BIORETENTION LOCATIONS SHOULD BE BLOCKED FROM CONSTRUCTION TRAFFIC AND SHOULD NOT BE USED FOR EROSION AND SEDIMENT CONTROL. 3. DRAINAGE AREA SHOULD BE STABILIZED PRIOR TO DIRECTING WATER TO DRAINAGE AREA SHOULD BE STABILIZED PRIOR TO DIRECTING WATER TO THE BIORETENTION. 4. BIORETENTION AREA SHALL NOT BE USED AS TEMPORARY SEDIMENTATION BIORETENTION AREA SHALL NOT BE USED AS TEMPORARY SEDIMENTATION BASIN. 5. NO STAGING OR STOCKPILING SHOULD BE PERMITTED OVER THE NO STAGING OR STOCKPILING SHOULD BE PERMITTED OVER THE BIORETENTION AREA 6. SILT FENCE SHOULD REMAIN INSTALLED ALONG THE PERIMETER OF THE SILT FENCE SHOULD REMAIN INSTALLED ALONG THE PERIMETER OF THE INFILTRATION PRACTICE UNTIL EVERY OTHER COMPONENT OF THE CONSTRUCTION IS COMPLETE AND THE LANDSCAPE STABILIZED. DECOMMISSIONING 1. FOLLOWING COMPLETION OF CONSTRUCTION AND AS DIRECTED BY SITE FOLLOWING COMPLETION OF CONSTRUCTION AND AS DIRECTED BY SITE ENGINEER, ALL EROSION AND SEDIMENT CONTROL WORKS ARE TO BE REMOVED INCLUDING ANY ACCUMULATED SEDIMENT. 2. ALL WORKS LOCATED ON LANDS OUTSIDE THE PROPOSED DEVELOPMENT ALL WORKS LOCATED ON LANDS OUTSIDE THE PROPOSED DEVELOPMENT AREA ARE TO BE GRADED TO MATCH EXISTING SURROUNDING GROUND COMPLETE WITH 200mm TOPSOIL AND SOD.
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GENERAL NOTES: 1. ALL CONSTRUCTION EQUIPMENT TO USE MAIN ACCESS POINT, LOCATED ALL CONSTRUCTION EQUIPMENT TO USE MAIN ACCESS POINT, LOCATED AT LITTLE AVENUE, AS INDICATED ON THIS DRAWING. MUD MAT TO BE CONSTRUCTED AT ACCESS POINT. 2. ALL SEDIMENT AND EROSION CONTROL FACILITIES AND WORKS ARE TO BE ALL SEDIMENT AND EROSION CONTROL FACILITIES AND WORKS ARE TO BE CONSTRUCTED AND IN PLACE TO THE APPROVAL OF THE SITE ENGINEER PRIOR TO ANY GRADING OPERATIONS COMMENCING. TYPICAL WORKS INCLUDE SILT FENCES, INTERCEPTOR SWALES, STRAW BALE CHECK DAMS AND SEDIMENT TRAPS. 3. ALL TEMPORARY TOPSOIL STOCKPILES ARE TO BE PROVIDED WITH THE ALL TEMPORARY TOPSOIL STOCKPILES ARE TO BE PROVIDED WITH THE NECESSARY SEDIMENT AND EROSION CONTROL FEATURES. 4. ALL INTERCEPTOR SWALES ARE TO BE SEEDED TO STABILIZE THEIR ALL INTERCEPTOR SWALES ARE TO BE SEEDED TO STABILIZE THEIR BANKS IMMEDIATELY FOLLOWING CONSTRUCTION. 5. NO TREE CLEARING OR DISTURBANCE OF LANDS WILL OCCUR WITHIN NO TREE CLEARING OR DISTURBANCE OF LANDS WILL OCCUR WITHIN SPECIFIED BUFFERS ALONG PROPERTY LINES AND INTERNAL TO SITE. 6. DURING EARTHWORK ACTIVITIES THE CONTRACTOR WILL ENSURE THE DURING EARTHWORK ACTIVITIES THE CONTRACTOR WILL ENSURE THE MEASURES FOR DUST SUPPRESSION ARE PROVIDED AS REQUIRED, SUCH AS THE APPLICATION OF WATER OR LIME. 7. NO RE-FEULLING, MAINTENANCE OR REPAIR WORK ON CONSTRUCTION NO RE-FEULLING, MAINTENANCE OR REPAIR WORK ON CONSTRUCTION EQUIPMENT IS ALLOWED WITHIN 30m OF AN EXISTING WATERCOURSE OR DITCH EXCEPT AS NOTED. 8. CONTRACTOR IS RESPONSIBLE TO CLEAN UP ANY SEDIMENT THAT LEAVES CONTRACTOR IS RESPONSIBLE TO CLEAN UP ANY SEDIMENT THAT LEAVES THE SITE INCLUDING, BUT NOT LIMITED TO STREET SWEEPING OF ACCESS ROUTES AS REQUIRED OR AS DIRECTED BY THE CITY OR ENGINEER. MAINTENANCE & OPERATIONS OF SEDIMENT CONTROLS SILT FENCE 1. SILT FENCE MUST BE INSPECTED WEEKLY FOR RIPS OR SILT FENCE MUST BE INSPECTED WEEKLY FOR RIPS OR RIPS OR TEARS, BROKEN STAKES, BLOW-OUTS AND BLOW-OUTS AND ACCUMULATION OF SEDIMENT. 2. SILT FENCE MUST BE INSPECTED FOLLOWING ALL 15MM SILT FENCE MUST BE INSPECTED FOLLOWING ALL 15MM OR GREATER RAIN STORM EVENT OR AS DIRECTED BY EVENT OR AS DIRECTED BY SITE ENGINEER. 3. SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN ACCUMULATION SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN ACCUMULATION REACHES 50% OF THE HEIGHT OF THE FENCE. 4. ALL SILT FENCES MUST BE REMOVED ONLY WHEN THE ENTIRE SITE IS ALL SILT FENCES MUST BE REMOVED ONLY WHEN THE ENTIRE SITE IS STABILIZED AND AS DIRECTED BY THE SITE ENGINEER. MUD MAT MAINTENANCE 1. INSPECT MUD MAT WEEKLY TO ASSESS CONDITION AND ENSURE INSPECT MUD MAT WEEKLY TO ASSESS CONDITION AND ENSURE OPERATION EFFICIENCY. 2. SUPPLY AND PLACE ADDITIONAL CLEAR STONE AS DIRECTED BY SITE SUPPLY AND PLACE ADDITIONAL CLEAR STONE AS DIRECTED BY SITE ENGINEER. 3. MAT TO REMAIN IN PLACE UNTIL SITE IS STABILIZED OR AS DIRECTED BY MAT TO REMAIN IN PLACE UNTIL SITE IS STABILIZED OR AS DIRECTED BY SITE ENGINEER. BIORETENTION FACILITY 1. SILT FENCE TO BE INSTALLED ALONG PERIMETER OF THE FACILITY. SILT FENCE TO BE INSTALLED ALONG PERIMETER OF THE FACILITY. 2. BIORETENTION LOCATIONS SHOULD BE BLOCKED FROM CONSTRUCTION BIORETENTION LOCATIONS SHOULD BE BLOCKED FROM CONSTRUCTION TRAFFIC AND SHOULD NOT BE USED FOR EROSION AND SEDIMENT CONTROL. 3. DRAINAGE AREA SHOULD BE STABILIZED PRIOR TO DIRECTING WATER TO DRAINAGE AREA SHOULD BE STABILIZED PRIOR TO DIRECTING WATER TO THE BIORETENTION. 4. BIORETENTION AREA SHALL NOT BE USED AS TEMPORARY SEDIMENTATION BIORETENTION AREA SHALL NOT BE USED AS TEMPORARY SEDIMENTATION BASIN. 5. NO STAGING OR STOCKPILING SHOULD BE PERMITTED OVER THE NO STAGING OR STOCKPILING SHOULD BE PERMITTED OVER THE BIORETENTION AREA 6. SILT FENCE SHOULD REMAIN INSTALLED ALONG THE PERIMETER OF THE SILT FENCE SHOULD REMAIN INSTALLED ALONG THE PERIMETER OF THE INFILTRATION PRACTICE UNTIL EVERY OTHER COMPONENT OF THE CONSTRUCTION IS COMPLETE AND THE LANDSCAPE STABILIZED. DECOMMISSIONING 1. FOLLOWING COMPLETION OF CONSTRUCTION AND AS DIRECTED BY SITE FOLLOWING COMPLETION OF CONSTRUCTION AND AS DIRECTED BY SITE ENGINEER, ALL EROSION AND SEDIMENT CONTROL WORKS ARE TO BE REMOVED INCLUDING ANY ACCUMULATED SEDIMENT. 2. ALL WORKS LOCATED ON LANDS OUTSIDE THE PROPOSED DEVELOPMENT ALL WORKS LOCATED ON LANDS OUTSIDE THE PROPOSED DEVELOPMENT AREA ARE TO BE GRADED TO MATCH EXISTING SURROUNDING GROUND COMPLETE WITH 200mm TOPSOIL AND SOD.
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C105.dwg, 105, 2019-11-29 3:29:11 PM, jpereira
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PLANTING MEDIUM
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150-200mm RIP-RAP
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TERRAFIX 2707
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GRAVEL STORAGE LAYER
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2
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1
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%%UBIORETENTION AT BASE OF POND
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SCALE: N.T.S.
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NOTES: 1. CONSTRUCTION TRAFFIC OVER AREA OF PROPOSED BIORETENTION CONSTRUCTION TRAFFIC OVER AREA OF PROPOSED BIORETENTION CELL TO BE LIMITED PRIOR TO CONSTRUCTION OF THE CELL. AFTER PLACEMENT OF THE PLANTING MEDIUM, VEHICULAR OR FOOT TRAFFIC ON OR IN THE CELL IS TO BE AVOIDED. 2. CONSTRUCTION OF THE BIORETENTION CELL AND PLACEMENT OF CONSTRUCTION OF THE BIORETENTION CELL AND PLACEMENT OF THE BED MEDIA SHOULD OCCUR AFTER CONSTRUCTION OF SERVICES AND PARKING STRUCTURES. DISCHARGE OF STORMWATER TO THE CELL IS TO BE AVOIDED UNTIL THE REMAINDER OF THE SITE IS STABILIZED AND CLEANED. 3. PLANTING MEDIUM TO BE MIXED TO SPECIFICATION BY SUPPLIER. PLANTING MEDIUM TO BE MIXED TO SPECIFICATION BY SUPPLIER. ED TO SPECIFICATION BY SUPPLIER. DELIVERY OF PLANTING MEDIUM TO THE SITE SHOULD TAKE PLACE AS CLOSE TO THE DATE OF PLACEMENT IN THE CELL AS POSSIBLE. 4. CONSTRUCTION OF THE CELL SHOULD OCCUR IN DRY CONSTRUCTION OF THE CELL SHOULD OCCUR IN DRY CONDITIONS. EXCAVATION OF THE CELL SHOULD BE FOLLOWED WITH SCARIFICATION OF THE NATIVE SUBBASE TO PROMOTE EXFILTRATION FROM THE CELL. PLANTING MEDIUM SHOULD BE PLACED IN 300MM LIFTS. EACH LIFT TO BE SATURATED WITH WATER AND ALLOWED TO DRAIN PRIOR TO PLACEMENT OF THE NEXT LIFT. UPON PLACEMENT OF THE FINAL LIFT, THE ENTIRE BED SHOULD BE SATURATED AND ALLOWED TO DRAIN. ADDITIONAL PLANTING MEDIUM MAY THEN BE PLACED TO MEET FINAL GRADE OF PLANTING MEDIUM. 5. PHOTO-DEGRADABLE EROSION CONTROL MESH IS TO BE APPLIED PHOTO-DEGRADABLE EROSION CONTROL MESH IS TO BE APPLIED OVER TOP OF THE MULCH LAYER, SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 6. PLANTINGS TO BE MONITORED AND WATERED AS REQUIRED PLANTINGS TO BE MONITORED AND WATERED AS REQUIRED UNTIL ESTABLISHED IN CONSULTATION WITH LANDSCAPE ARCHITECT.
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TRENCH SPECIFICATIONS 0.25m RIP-RAP 0.5m PLANTING MEDIUM - 85 TO 88% SAND - 8 TO 12% SOIL FINES - 3 TO 5% LEAF MULCH TERRAFIX 2707 0.5m GRAVEL-WASHED 20mm CLEAR STONE
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241.25
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NOTE: REFER TO CONSTRUCTION NOTES FOR DETAILS ON COMPACTION. PAVEMENT STRUCTURE BASED ON GEOTECHNICAL CONSULTANTS RECOMMENDATIONS. PAVEMENT STRUCTURE PER WSP GEOTECHNICAL INVESTIGATION REPORT.
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40mmHL3HL3
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70mmHL4HL4
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150mmGRAN. 'A'GRAN. 'A' 'A''A'
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350mmGRAN. 'B'GRAN. 'B' 'B''B'
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610mmTOTALTOTAL
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%%UPAVEMENT STRUCTURE
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COMPACTED SUB-BASE (ALL TOPSOIL REMOVED)
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%%UDETAIL 'A'
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NTS
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%%UDETAIL 'B'
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ORIFICE PLATE AT STM CBMH#4
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NTS
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525mmØ PIPE ID
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625mmØ 10mm THICK ELECTROPLATED STEEL PLATE c/w SILICONE GASKET
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80mmØ HOLE (INVERT 244.32)
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5mmØ HOLES (16) FOR STAINLESS "TAP CON" FASTENERS
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STM CBMH#4 PER OPSD 701.011
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PR. MULTI ORIFICE PLATE TO BE INSTALLED AT WEST END OF CBMH#4 PER DETAIL 'B'
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29.5m-450mm STM @ 0.3%
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8.0m-525mm STM @ 0.5%
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21.7m-375mm STM @ 0.5%
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A) GENERAL - CONSTRUCTION GENERAL - CONSTRUCTION 1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH CITY OF BARRIE ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH CITY OF BARRIE STANDARDS, OPSD AND OPSS. WHERE CONFLICT OCCURS, CITY OF BARRIE STANDARDS TO GOVERN. 2. TRENCH BACKFILL (OPSD 802.010 & 802.013) TO BE SELECT NATIVE TRENCH BACKFILL (OPSD 802.010 & 802.013) TO BE SELECT NATIVE MATERIAL OR IMPORTED SELECT SUBGRADE TO OPSS 1010. BACKFILL TO BE PLACED IN MAXIMUM 200mm THICK LIFTS AND COMPACTED TO 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). 3. PIPE COVER AND BEDDING TO BE GRANULAR 'A'. MINIMUM 150mm DEPTH PIPE COVER AND BEDDING TO BE GRANULAR 'A'. MINIMUM 150mm DEPTH COMPACTED TO A MINIMUM 95% SPMDD. 4. ALL TOPSOIL AND EARTH EXCAVATION TO BE STOCK PILED OR REMOVED ALL TOPSOIL AND EARTH EXCAVATION TO BE STOCK PILED OR REMOVED TO AN APPROVED SITE AS DIRECTED BY ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETAILED LAYOUT OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETAILED LAYOUT OF THE WORK. THE OWNER'S ENGINEER WILL CONFIRM ALL BENCH MARK ELEVATIONS AND HORIZONTAL ALIGNMENT FOR THE CONTRACTOR. 6. ALL PROPERTY BARS TO BE PRESERVED AND REPLACED BY O.L.S. AT ALL PROPERTY BARS TO BE PRESERVED AND REPLACED BY O.L.S. AT CONTRACTOR'S EXPENSE IF REMOVED DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR THE SUPPLY THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR THE SUPPLY OF TEMPORARY WATER AND POWER. 8. DEWATERING TO BE CARRIED OUT IN ACCORDANCE WITH OPSS-517 AND DEWATERING TO BE CARRIED OUT IN ACCORDANCE WITH OPSS-517 AND 518 TO MAINTAIN ALL TRENCHES IN A DRY CONDITION. 11. ALL ENGINE DRIVEN PUMPS TO BE ADEQUATELY SILENCED, SUITABLE FOR ALL ENGINE DRIVEN PUMPS TO BE ADEQUATELY SILENCED, SUITABLE FOR OPERATION IN A RESIDENTIAL DISTRICT. 11. DISTURBED AREAS OUTSIDE THE PROJECT LIMITS TO BE REINSTATED TO DISTURBED AREAS OUTSIDE THE PROJECT LIMITS TO BE REINSTATED TO PREVIOUS CONDITION OR BETTER. 12. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL UTILITY COMPANIES THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND CO-ORDINATE CONSTRUCTION ACCORDINGLY. 13. ALL ROCK EXCAVATION PER OPSS-206. ALL ROCK EXCAVATION PER OPSS-206. 14. ALL EXCAVATION MUST BE CARRIED OUT IN FULL COMPLIANCE WITH MOST ALL EXCAVATION MUST BE CARRIED OUT IN FULL COMPLIANCE WITH MOST RECENT GUIDELINES OF OHSA. B) PARKING LOT AND ENTRANCES PARKING LOT AND ENTRANCES 1. SUBGRADE TO BE COMPACTED TO A MINIMUM DRY DENSITY OF AT LEAST SUBGRADE TO BE COMPACTED TO A MINIMUM DRY DENSITY OF AT LEAST 95% SPMDD. 2. SUBGRADE TO BE PROOF ROLLED AND CERTIFIED PRIOR TO PLACING SUBGRADE TO BE PROOF ROLLED AND CERTIFIED PRIOR TO PLACING GRANULAR 'B'. 3. GRANULAR 'A' AND 'B' BASE MATERIALS TO BE COMPACTED TO 100% OF GRANULAR 'A' AND 'B' BASE MATERIALS TO BE COMPACTED TO 100% OF THE MATERIAL'S RESPECTIVE SPMDD AND PLACED IN MAX. 150mm LIFTS. 4. REFER TO DETAILS 'A' FOR PROPOSED STRUCTURE OF INTERNAL ROADWAY REFER TO DETAILS 'A' FOR PROPOSED STRUCTURE OF INTERNAL ROADWAY AND PARKING AREAS. 5. SELECT SUBGRADE MATERIAL, OR IMPORTED GRANULAR MATERIAL SELECT SUBGRADE MATERIAL, OR IMPORTED GRANULAR MATERIAL APPROVED BY THE ENGINEER, COMPACTED TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN EXISTING GRADE OR AS INSTRUCTED BY THE ENGINEER. 6. ALL GRANULARS AND ASPHALT MATERIALS PLACEMENT TO BE IN ALL GRANULARS AND ASPHALT MATERIALS PLACEMENT TO BE IN ACCORDANCE WITH OPSS 314 AND OPSS 310. 7. JOINTS WITH EXISTING ASPHALT TO BE SAW CUT STRAIGHT PRIOR TO JOINTS WITH EXISTING ASPHALT TO BE SAW CUT STRAIGHT PRIOR TO PLACING NEW ASPHALT AND TACK COAT APPLIED TO EXISTING ASPHALT. C) SIDEWALKS 1. ALL SIDEWALKS ARE TO BE CONSTRUCTED AS PER OPSD 310.010. ALL ALL SIDEWALKS ARE TO BE CONSTRUCTED AS PER OPSD 310.010. ALL INTERSECTIONS OF ROAD AND SIDEWALK SHALL BE AS PER OPSD 310.030. D) SANITARY SEWERS SANITARY SEWERS 1. M.H.'S TO OPSD - 701.010, 701.030 & 704.010. M.H.'S TO OPSD - 701.010, 701.030 & 704.010. 2. BENCHING TO OPSD - 701.021. BENCHING TO OPSD - 701.021. 3. STEPS TO OPSD - 405.010. STEPS TO OPSD - 405.010. 4. BACKFILL AND EMBEDMENT TO OPSD - 802.010, GRANULAR 'A' BEDDING. BACKFILL AND EMBEDMENT TO OPSD - 802.010, GRANULAR 'A' BEDDING. 5. TRENCH BACKFILL TO BE SELECT NATIVE MATERIAL AS APPROVED BY TRENCH BACKFILL TO BE SELECT NATIVE MATERIAL AS APPROVED BY ENGINEER OR IMPORTED GRANULAR MATERIAL. 6. FRAMES AND COVERS TO OPSD - 401.01 TYPE 'A' (CLOSED COVER). FRAMES AND COVERS TO OPSD - 401.01 TYPE 'A' (CLOSED COVER). 7. MANHOLES FRAMES TO BE SET TO EXISTING ELEVATION AND RAISED BY MANHOLES FRAMES TO BE SET TO EXISTING ELEVATION AND RAISED BY ADDING RISER RINGS AS REQUIRED. 8. PIPE SUPPORT AT MAINTENANCE HOLES AS PER OPSD 708.020. PIPE SUPPORT AT MAINTENANCE HOLES AS PER OPSD 708.020. 9. GENERAL INSTALLATION AND TESTING OF SEWERS AND APPURTENANCES TO GENERAL INSTALLATION AND TESTING OF SEWERS AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, 408, 409 (CCTV), 410, 421 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE SECTIONS. CONTRACTOR SHALL BE REQUIRED TO PERFORM LEAKAGE & DEFLECTION TESTING ACCORDING TO THE APPROPRIATE OPSS. 10. SANITARY SEWER - SDR 28 PVC GREEN COLOUR. SANITARY SEWER - SDR 28 PVC GREEN COLOUR. 11. FROST STRAPS PER OPSD 701.100. FROST STRAPS PER OPSD 701.100. 12. INTERNAL DROP STRUCTURE FOR EXISTING MANHOLES PER OPSD 1003.030. INTERNAL DROP STRUCTURE FOR EXISTING MANHOLES PER OPSD 1003.030. 13. ALL CONNECTIONS TO NEW SANITARY MAINS SHALL BE ALL CONNECTIONS TO NEW SANITARY MAINS SHALL BE PRE-MANUFACTURED, FABRICATED TEES. CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE MADE WITH APPROVED FACTORY MADE TEES OR INSERT-TEES IN STRICT ACCORDANCE TO MANUFACTURES GUIDELINES 14. ALL CONNECTIONS TO NEW SANITARY MAINS SHALL BE ALL CONNECTIONS TO NEW SANITARY MAINS SHALL BE PRE-MANUFACTURED, FABRICATED TEES. CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE MADE WITH APPROVED FACTORY MADE TEES OR INSERTA-TEES IN STRICT ACCORDANCE TO MANUFACTURES GUIDELINES. 15. MINIMUM PIPE SLOPE TO BE 2.0%, MAXIMUM 8.0% (SEE OPSD-1006.010, MINIMUM PIPE SLOPE TO BE 2.0%, MAXIMUM 8.0% (SEE OPSD-1006.010, 1006.020). E) WATERMAINS WATERMAINS 1. WATERMAIN SHALL BE INSTALLED IN BEDDING AS PER OPSD 802.010 WATERMAIN SHALL BE INSTALLED IN BEDDING AS PER OPSD 802.010 (GRANULAR 'A' EMBEDMENT MATERIAL) FOR FLEXIBLE PIPES AND OPSD 802.030 OR 802.031 CLASS 'B' (GRANULAR 'A' BEDDING MATERIAL, GRANULAR 'A' OR SELECT NATIVE COVER MATERIAL) FOR RIGID PIPE UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF WATER OPERATIONS ALTERNATIVE EMBEDMENT MATERIAL - SAND MEETING GRADATION REQUIREMENTS OF OPSS.MUNI 1004.05.07 COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY IS PERMISSIBLE WHERE NOTED IN STANDARD DETAILS. GEOTECHNICAL CERTIFICATION OF MATERIAL AND COMPACTION TESTING MUST BE PROVIDED EVERY 150 METRES. THE COMPACTION TESTING MUST INCLUDE THE ENTIRE EMBEDMENT ENVELOPE (HAUNCHES, BEDDING, TOP OF PIPE AND COVER). 2. TRENCH BACKFILL TO BE SELECT NATIVE MATERIAL AS APPROVED BY TRENCH BACKFILL TO BE SELECT NATIVE MATERIAL AS APPROVED BY ENGINEER OR IMPORTED GRANULAR MATERIAL. 3. THRUST BLOCKS TO OPSD - 1103.010 AND 1103.020 WHERE SUITABLE THRUST BLOCKS TO OPSD - 1103.010 AND 1103.020 WHERE SUITABLE SOILS ARE ENCOUNTERED. 4. SERVICE CONNECTIONS TO OPSD - 1104.010, 100mm GRANULAR 'A' SERVICE CONNECTIONS TO OPSD - 1104.010, 100mm GRANULAR 'A' EMBEDMENT AND COVER OVER PIPE. 5. MINIMUM COVER OVER WATERMAIN SHALL BE 1.7m. THE MINIMUM MINIMUM COVER OVER WATERMAIN SHALL BE 1.7m. THE MINIMUM HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SEWERS SHALL BE 2.5m WHERE WATERMAIN CONFLICTS WITH SEWER PIPES, DEFLECT WATERMAIN HORIZONTALLY OR VERTICALLY WHILE PROVIDING A MINIMUM OF 0.5m CLEARANCE BETWEEN WATERMAIN AND SEWERS. MAINTAIN MINIMUM DEPTH OF COVER AT ALL TIMES. 6. GATE VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH ROMAC GATE VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH ROMAC GRIPPER RING RESTRAINING CLAMP. 7. FOLLOWING TESTING, CONTRACTOR SHALL OPERATE EACH WATER SERVICE FOLLOWING TESTING, CONTRACTOR SHALL OPERATE EACH WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE GATE VALVE AND/OR CURB STOP TO THE SATISFACTION OF THE ENGINEER. 8. GENERAL INSTALLATION AND TESTING OF WATERMAIN AND APPURTENANCES GENERAL INSTALLATION AND TESTING OF WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 701 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE SECTIONS. WORK MUST BE PREFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE ONTARIO BUILDING CODE, ONTARIO FIRE CODE AND LOCAL CODES. WATER LINES ARE TO BE TESTED TO THE SATISFACTION OF THE LOCAL PLUMBING INSPECTOR. COMPLETE COMPLETE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH REQUIREMENTS OF AWWA SHANDARD C651-99. ALL WATERMAIN TESTING & CHLORINATION WILL BE CONDUCTED BY CPU AT CONTRACTORS COST. WATERMAINS ARE NOT TO BE CONNECTED TO EXISTING WATERMAINS UNTIL BACTERIALOGICAL TESTING HAS BEEN SUCCESSFULLY COMPLETED & CERTIFIED BY THE CITY. 9. COMPLETE WATER SERVICE SHALL BE DISINFECTED IN ACCORDANCE WITH COMPLETE WATER SERVICE SHALL BE DISINFECTED IN ACCORDANCE WITH REQUIREMENTS OF O. REG. 459/00 & SATISFACTION OF THE CITY. 10. NEW WATERMAINS TO BE PVC DRIB CL150 MINIMUM; DUCTILE IRON CL52 AS NEW WATERMAINS TO BE PVC DRIB CL150 MINIMUM; DUCTILE IRON CL52 AS PER THE APPROVED MANUFACTURERS PRODUCTS FOR LINEAR WATER SYSTEMS LIST. 11. ALL WATER SERVICES SHALL BE MINIMUM 25mm TYPE 'K' COPPER OR ALL WATER SERVICES SHALL BE MINIMUM 25mm TYPE 'K' COPPER OR 25mm CROSS-LINKED POLYETHYLENE UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF WATER OPERATIONS. WATER SERVICE SADDLES SHALL BE USED WHEN TAPPING INTO PVC WATERMAIN. 12. SERVICE BOXES TO NUMBER 7, D-I CLOW OR MUELLER, 24" BLACK RODS SERVICE BOXES TO NUMBER 7, D-I CLOW OR MUELLER, 24" BLACK RODS STRAIGHT c/w CAP PAINTED BLUE. 13. ALL SERVICES SHALL BE METERED. METERS TO BE COMPLETE WITH REMOTE ALL SERVICES SHALL BE METERED. METERS TO BE COMPLETE WITH REMOTE READOUT OR RADIO READ AS DETERMINED BY THE CITY. 14. VALVES - RESILIENT SEAT, RSGV MECHANICAL JOINT, OPEN LEFT CLOW OR VALVES - RESILIENT SEAT, RSGV MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5-SL-48 SLIDING VALVE BOX C/W CAP PAINTED BLUE. 15. MECHANICAL JOINT DUCTILE FITTINGS - AWWA/ANSI C153/A21.53. MECHANICAL JOINT DUCTILE FITTINGS - AWWA/ANSI C153/A21.53. 16. RESTRAINING WILL BE REQUIRED ON ALL HYDRANTS. THRUST BLOCKS, AS RESTRAINING WILL BE REQUIRED ON ALL HYDRANTS. THRUST BLOCKS, AS PER OPSD 1103.010 AND 1103.020. RESTRAINING DEVICES MAY BE REQUIRED IN ADDITION TO STANDARD CONCRETE THRUST BLOCKING WHERE SOIL CONDITIONS WARRANT AT THE CITY'S DISCRETION. 17. CONTRACTORS SHALL INFORM THE CITY OF BARRIE WATER OPERATIONS CONTRACTORS SHALL INFORM THE CITY OF BARRIE WATER OPERATIONS DEPARTMENT A MINIMUM OF 48 HOURS IN ADVANCE OF THEIR INTENTIONS TO PERFORM WORK ON WATER INFRASTRUCTURE. 18. OPERATION OF HYDRANTS AND VALVES ON THE POTABLE WATER SYSTEM OPERATION OF HYDRANTS AND VALVES ON THE POTABLE WATER SYSTEM BY OTHER THAN QUALIFIED WATER OPERATIONS STAFF IS PROHIBITED BY CURRENT BY-LAW. CITY SERVICE FEES ARE PER THE CURRENT FEES BY-LAW. THE CITY'S WATER OPERATIONS STAFF WILL SWAB, PRESSURE TEST, CHLORINATE AND FLUSH ALL NEW WATERMAINS. 19. EACH WATERLINE IS TO INCLUDE BACKFLOW PROTECTION SUITABLE TO THE EACH WATERLINE IS TO INCLUDE BACKFLOW PROTECTION SUITABLE TO THE CITY'S PUBLIC UTILITIES. 20. COPPER WATER MAINS AND SERVICES 25mm TO 50mm IN DIAMETER COPPER WATER MAINS AND SERVICES 25mm TO 50mm IN DIAMETER SHALL BE EMBEDDED IN SAND 100mm ABOVE AND BELOW TO CONFORM TO OPSS.MUNI 1004.05.07. 21. TRACING WIRE SHALL BE #12 AWG HIGH STRENGTH COPPER CLAD TRACING WIRE SHALL BE #12 AWG HIGH STRENGTH COPPER CLAD (HS-CSS) AND SHALL BE INSTALLED ON THE TOTAL LENGTH OF ALL WATERMAIN AND BROUGHT UP AT EACH HYDRANT AND CONNECTED TO FLANGE BOLT. ALL SPLICES TO UTILIZE CONNECTORS AS PER THE APPROVED MANUFACTURERS PRODUCTS FOR LINEAR WATER SYSTEMS LIST. 22. SERVICE TAPPINGS SHALL BE PLACED AT A MINIMUM SEPARATION OF 1.0m SERVICE TAPPINGS SHALL BE PLACED AT A MINIMUM SEPARATION OF 1.0m AND A MINIMUM OF 0.6m FROM JOINTS. (ENDS OF PIPE) 23. RISER PIPES ARE TO BE INSTALLED AS PER BSD-510, AND REMOVED AS RISER PIPES ARE TO BE INSTALLED AS PER BSD-510, AND REMOVED AS DIRECTED. SWABBING SCHEDULE TO BE SUPPLIED BY A WATER OPERATIONS FIELD REPRESENTATIVE. ALL RISERS ARE TO BE RESTRAINED OR THRUST BLOCKED. D) STORM SEWERS STORM SEWERS 1. MH AND CBMH TO OPSD - 701.010, 701.011, 701.030, 701.100, 704.010, MH AND CBMH TO OPSD - 701.010, 701.011, 701.030, 701.100, 704.010, C/W SUMP UNLESS NOTED OTHERWISE. 2. STEPS TO OPSD 405.010. STEPS TO OPSD 405.010. 3. M.H. FRAMES AND GRATES TO OPSD - 401.01 OPEN COVER. M.H. FRAMES AND GRATES TO OPSD - 401.01 OPEN COVER. 4. CB'S TO OPSD - 705.010. CB'S TO OPSD - 705.010. 5. CB AND CBMH FRAMES AND GRATES TO OPSD - 400.020 CB AND CBMH FRAMES AND GRATES TO OPSD - 400.020 6. PIPE SUPPORT AT MH'S, CB'S, CBMH'S AND DCBMH'S TO OPSD - 708.020. PIPE SUPPORT AT MH'S, CB'S, CBMH'S AND DCBMH'S TO OPSD - 708.020. 7. PROTECTION DURING CONSTRUCTION TO OPSD - 808.010. PROTECTION DURING CONSTRUCTION TO OPSD - 808.010. 8. BACKFILL AND EMBEDMENT TO OPSD - 802.010 (FLEXIBLE PIPE) GRANULAR BACKFILL AND EMBEDMENT TO OPSD - 802.010 (FLEXIBLE PIPE) GRANULAR 'A' EMBEDMENT OR OPSD - 802.030, 802.031 AND 802.032 (RIGID PIPE) GRANULAR 'A' EMBEDMENT. 9. BACKFILL AND EMBEDMENT MATERIAL TO BE COMPACTED TO A DRY BACKFILL AND EMBEDMENT MATERIAL TO BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MATERIAL'S SPMDD. 10. PLACE ALL CATCH BASIN LATERALS AT 2% GRADE UNLESS OTHERWISE PLACE ALL CATCH BASIN LATERALS AT 2% GRADE UNLESS OTHERWISE NOTED. PIPE SIZE MINIMUM 250mm DIA. SINGLE, 300mm DIA. DOUBLE. 11. ALL CONNECTIONS TO THE STORM MAIN SHALL BE MADE WITH A STORM ALL CONNECTIONS TO THE STORM MAIN SHALL BE MADE WITH A STORM MANHOLE OR APPROVED FACTORY TEE CONNECTION AS PER OPSD-708.01 OR 708.03. 12. PIPE MATERIAL TO BE REINFORCED CONCRETE WITH A MINIMUM STRENGTH PIPE MATERIAL TO BE REINFORCED CONCRETE WITH A MINIMUM STRENGTH OF 50 N/m/mm CERTIFIED TO C.S.A. STANDARD A247.2-1982, CLASS 50-D (PREVIOUSLY C.S.A. STANDARD A257.2-1974, CLASS II) OR PVC CERTIFIED TO C.S.A. STANDARDS 182.2 AND 182.4. 13. ALL PIPE HANDLING INSTALLATIONS MUST BE IN STRICT COMPLIANCE WITH ALL PIPE HANDLING INSTALLATIONS MUST BE IN STRICT COMPLIANCE WITH MANUFACTURES INSTALLATION GUIDES AND THE O.C.P.A. OR UNIBELL GUIDELINES. SEDIMENT AND EROSION CONTROL A) GENERAL - CONSTRUCTION GENERAL - CONSTRUCTION 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. SEDIMENT AND EROSION CONTROL MEASURES THAT ARE DESIGNED TO CONTROL RUNOFF FROM SPECIFIC AREAS MUST BE INSTALLED PRIOR TO ANY DISTURBANCE TO SITE. 2. THE CONTRACTOR MAY CONSIDER ALTERNATIVE SEDIMENT AND EROSION THE CONTRACTOR MAY CONSIDER ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES. SUCH MEASURES MUST BE PRESENTED IN WRITING FOR APPROVAL OF THE CONTRACT ADMINISTRATOR AND THE CITY. 3. THE CONTRACTOR SHALL HAVE MATERIALS AVAILABLE ON-SITE TO REPAIR THE CONTRACTOR SHALL HAVE MATERIALS AVAILABLE ON-SITE TO REPAIR SEDIMENT AND EROSION CONTROL MEASURES IN THE EVENT OF UNFORESEEN CONDITIONS: HIGHWATER, EXTREME RAINFALL EVENTS, ETC. 4. MUD MAT TO BE CONSTRUCTED AT ACCESS POINT. MUD MAT TO BE CONSTRUCTED AT ACCESS POINT. 5. NO MAINTENANCE, REPAIR WORK OR CONSTRUCTION EQUIPMENT IS NO MAINTENANCE, REPAIR WORK OR CONSTRUCTION EQUIPMENT IS ALLOWED WITHIN 20m OF AN EXISTING WATERCOURSE OR DITCH EXCEPT AS NOTED. 6. ALL TEMPORARY SOIL OR DIRT STOCKPILES ARE TO BE PROVIDED WITH THE ALL TEMPORARY SOIL OR DIRT STOCKPILES ARE TO BE PROVIDED WITH THE NECESSARY SEDIMENT AND EROSION CONTROL FEATURES. IF STOCKPILES ARE TO REMAIN FOR A PERIOD LONGER THAN 30 DAYS, STOCKPILES SHALL BE HYDROSEEDED AND SURROUNDED WITH SILT FENCE. 7. CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGH SITE SUCH THAT CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGH SITE SUCH THAT NO UPSTREAM OR DOWNSTREAM IMPACT OCCURS DURING CONSTRUCTION ACTIVITIES. 8. THE CONTRACTOR WILL BE RESPONSIBLE TO CLEAN ALL ADJACENT THE CONTRACTOR WILL BE RESPONSIBLE TO CLEAN ALL ADJACENT ROADWAYS AS REQUIRED OR AS DIRECTED BY THE SITE ENGINEER OR TOWN. MAINTENANCE AND OPERATION OF SEDIMENT CONTROLS B) SILT FENCE SILT FENCE 1. SILT FENCE MUST BE INSPECTED WEEKLY FOR RIPS OR TEARS, BROKEN SILT FENCE MUST BE INSPECTED WEEKLY FOR RIPS OR TEARS, BROKEN STAKES, BLOW-OUTS AND ACCUMULATION OF SEDIMENT. 2. SILT FENCE MUST BE INSPECTED IMMEDIATELY AFTER EVERY RAIN STORM SILT FENCE MUST BE INSPECTED IMMEDIATELY AFTER EVERY RAIN STORM EVENT OR AS DIRECTED BY SITE ENGINEER. 3. SEDIMENT DEPOSITS MUST BE REMOVED FROM SILT FENCE WHEN SEDIMENT DEPOSITS MUST BE REMOVED FROM SILT FENCE WHEN ACCUMULATION REACHES 50% OF THE HEIGHT OF THE FENCE. 4. ALL SILT FENCES MUST BE REMOVED ONLY WHEN THE ENTIRE SITE IS ALL SILT FENCES MUST BE REMOVED ONLY WHEN THE ENTIRE SITE IS STABILIZED AND AS DIRECTED BY THE SITE ENGINEER. 5. ALL SILT FENCES INSTALLED AT THE LIMIT OF THE DEVELOPMENT ARE TO ALL SILT FENCES INSTALLED AT THE LIMIT OF THE DEVELOPMENT ARE TO TO BE PLACED ON THE PROPERTY LINE. C) MUD MAT MUD MAT 1. GEOTEXTILE (TERRAFIX 270R OR APPROVED EQUAL) TO BE PLACED AS GEOTEXTILE (TERRAFIX 270R OR APPROVED EQUAL) TO BE PLACED AS SEPARATION BARRIER BETWEEN EXISTING GROUND AND CLEAR STONE. 2. INSPECT MUD MAT WEEKLY TO ASSESS CONDITION AND TO ENSURE INSPECT MUD MAT WEEKLY TO ASSESS CONDITION AND TO ENSURE OPERATION EFFICIENCY. 3. SUPPLY AND PLACE ADDITIONAL STONE TO PREVENT MUD TRACKING AS SUPPLY AND PLACE ADDITIONAL STONE TO PREVENT MUD TRACKING AS DIRECTED BY SITE ENGINEER. 4. MUD MAT TO REMAIN IN PLACE UNTIL SITE IS STABILIZED OR AS DIRECTED MUD MAT TO REMAIN IN PLACE UNTIL SITE IS STABILIZED OR AS DIRECTED DIRECTED BY SITE ENGINEER.
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%%UCONSTRUCTION NOTES
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NOTES: 1. GABION MATTRESS TO BE TREATED WITH TOPSOIL & SEED. GABION MATTRESS TO BE TREATED WITH TOPSOIL & SEED. 2. SPILLWAY IS USED DURING 50yr STORM EVENT OR GREATER SPILLWAY IS USED DURING 50yr STORM EVENT OR GREATER TO CONVEY SPILLFLOW FROM WATERCOURSE X.
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PROFILE
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CROSS SECTION
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300mm THICK GABION MATTRESS C/W FILTER CLOTH (TERRAFIX 270R OR APPROVED EQUAL)
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MATCH INTO EX. GRADE
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300mm THICK GABION MATTRESS C/W FILTER CLOTH (TERRAFIX 270R OR APPROVED EQUAL)
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BERM TO BE COMPACTED TO 95% SPDD USING SELECT MATERIAL PER APPROVAL OF GEOTECHNICAL ENGINEER
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242.64 100YR HWL
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243.00
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3
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243.00
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242.80
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T/B 243.00
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%%UEMERGENCY SPILLWAY
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SCALE: N.T.S.
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242.80
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%%U'SILTSACK' DETAIL
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SCALE: N.T.S.
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INSERT 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED)
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OPTIONAL OVERFLOW
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SILTSACK
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R
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DUMP LOOPS (REBAR NOT INCLUDED)
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FOAM DEFLECTOR
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CURB OPENING
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CATCHBASIN GRATE
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PVC CAP
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300mm DIA. PVC PIPE
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200x200x200mm TEE
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FLOW
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ANTI-VORTEX INTAKE
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FLOW
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150-200mm
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RIP-RAP
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TERRAFIX 270R
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FILTER CLOTH
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OR EQUIVALENT
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50mm CLEAR
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STONE
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2
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1
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600
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500 MIN.
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150 MIN.
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500mm MIN.
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OUTLET
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%%UHICKENBOTTOM OUTLET
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%%UTYPICAL SWALE
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CLAY PLUG
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Drawing
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED SPA APPROVAL
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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Drawing
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Design By
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M.L./J.V.
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J.G.K.
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M.L.
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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105
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N.T.S.
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CONSTRUCTION NOTES & DETAILS
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105
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200mm PVC PERFORATEDRISER PIPE (56 - 25.4mm HOLES PER VERTICAL METRE ALONG ENTIRE LENGTH TO POND BASE).
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BOTTOM 241.25m
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%%UDETAIL 'C'
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NTS
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%%UDETAIL 'D'
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ORIFICE PLATE AT DITCH INLET#1
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NTS
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300mmØ PIPE ID
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400mmØ 10mm THICK ELECTROPLATED STEEL PLATE c/w SILICONE GASKET
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85mmØ HOLE (BOTTOM INVERT 240.88)
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5mmØ HOLES (16) FOR STAINLESS "TAP CON" FASTENERS
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DITCH INLET#1 PER OPSD 705.040
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PR. 85mmØ ORIFICE PLATE TO BE INSTALLED AT SOUTH OUTLET OF DITCH INLET #1 PER DETAIL 'D'
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23.6m-300mm STM @ 0.9%
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3.6m-300mm STM @ 0.8%
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140mmØ HOLE (INVERT 244.71)
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PLANTING MEDIUM
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TOP MULCH
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PEA GRAVEL LAYER
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GRAVEL STORAGE LAYER
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FRAME AND GRATE
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300mm PVC PIPE DRAINTO STORAGE CHAMBER
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2
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%%UTYPICAL BIORETENTION CROSS SECTION
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NOTES: 1. CONSTRUCTION TRAFFIC OVER AREA OF PROPOSED BIORETENTION CONSTRUCTION TRAFFIC OVER AREA OF PROPOSED BIORETENTION CELL TO BE LIMITED PRIOR TO CONSTRUCTION OF THE CELL. AFTER PLACEMENT OF THE PLANTING MEDIUM, VEHICULAR OR FOOT TRAFFIC ON OR IN THE CELL IS TO BE AVOIDED. 2. CONSTRUCTION OF THE BIORETENTION CELL AND PLACEMENT OF CONSTRUCTION OF THE BIORETENTION CELL AND PLACEMENT OF THE BED MEDIA SHOULD OCCUR AFTER CONSTRUCTION OF SERVICES AND PARKING STRUCTURES. DISCHARGE OF STORMWATER TO THE CELL IS TO BE AVOIDED UNTIL THE REMAINDER OF THE SITE IS STABILIZED AND CLEANED. 3. PLANTING MEDIUM TO BE MIXED TO SPECIFICATION BY SUPPLIER. PLANTING MEDIUM TO BE MIXED TO SPECIFICATION BY SUPPLIER. ED TO SPECIFICATION BY SUPPLIER. DELIVERY OF PLANTING MEDIUM TO THE SITE SHOULD TAKE PLACE AS CLOSE TO THE DATE OF PLACEMENT IN THE CELL AS POSSIBLE. 4. CONSTRUCTION OF THE CELL SHOULD OCCUR IN DRY CONSTRUCTION OF THE CELL SHOULD OCCUR IN DRY CONDITIONS. EXCAVATION OF THE CELL SHOULD BE FOLLOWED WITH SCARIFICATION OF THE NATIVE SUBBASE TO PROMOTE EXFILTRATION FROM THE CELL. PLANTING MEDIUM SHOULD BE PLACED IN 300MM LIFTS. EACH LIFT TO BE SATURATED WITH WATER AND ALLOWED TO DRAIN PRIOR TO PLACEMENT OF THE NEXT LIFT. UPON PLACEMENT OF THE FINAL LIFT, THE ENTIRE BED SHOULD BE SATURATED AND ALLOWED TO DRAIN. ADDITIONAL PLANTING MEDIUM MAY THEN BE PLACED TO MEET FINAL GRADE OF PLANTING MEDIUM. 5. PHOTO-DEGRADABLE EROSION CONTROL MESH IS TO BE APPLIED PHOTO-DEGRADABLE EROSION CONTROL MESH IS TO BE APPLIED OVER TOP OF THE MULCH LAYER, SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 6. PLANTINGS TO BE MONITORED AND WATERED AS REQUIRED PLANTINGS TO BE MONITORED AND WATERED AS REQUIRED UNTIL ESTABLISHED IN CONSULTATION WITH LANDSCAPE ARCHITECT.
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TRENCH SPECIFICATIONS 75mm MULCH-SHREDDED HARDWOOD BARK 1.0m PLANTING MEDIUM - 85 TO 88% SAND - 8 TO 12% SOIL FINES - 3 TO 5% LEAF MULCH 0.100m WASHED PEA GRAVEL 1.2m GRAVEL-WASHED 20mm CLEAR STONE
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PONDING DEPTH (200mm MAX)
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0.20m
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100mm
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C106.dwg, 106A, 2019-11-29 3:29:21 PM, jpereira
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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Project
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Design By
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M.L./J.V.
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J.G.K.
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M.L.
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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STANDARD DETAILS 1
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N.T.S.
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106A
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106A
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C106.dwg, 106B, 2019-11-29 3:29:22 PM, jpereira
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED SPA APPROVAL
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11/29/2019
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2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
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428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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STANDARD DETAILS 2
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N.T.S.
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106B
The HarbourEdge Building,
40 Huron Street, Suite 301,
Collingwood, ON L9Y 4R3
705 446-3510 T
705 446-3520 F
www.cfcrozier.ca
J:\800\892 - Plaza Corp\4560-428 Little Ave\CAD\Civil\Sheets\4560_C106.dwg, 106C, 2019-11-29 3:29:27 PM, jpereira
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Drawing
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Project
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1. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C.F. CROZIER & ASSOCIATES INC. AND THE REPRODUCTION OF ANY PART WITHOUT PRIOR WRITTEN CONSENT OF THIS OFFICE IS STRICTLY PROHIBITED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND DATUMS ON SITE AND REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO CONSTRUCTION. 3. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH ALL OTHER PLANS AND DOCUMENTS APPLICABLE TO THIS PROJECT. 4. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 5. ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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Engineer
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Engineer
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Town
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DATE: MM/DD/YYYY
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No.
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05/29/2019
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0
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ISSUED FOR COORDINATION
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ISSUE
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09/04/2019
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1
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ISSUED SPA APPROVAL
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11/29/2019
AutoCAD SHX Text
2
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ISSUED FOR 1ST SUBMISSION
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TEMPORARY BENCHMARKS TBM#1- ELEVATIONS HEREON ARE GEODETIC AND ARE REFERRED TO THE TOPNUT OF FIRE HYDRANT ON LITTLE AVENUE HAVING AN ELEVATION OF 242.26 METRES
AutoCAD SHX Text
428 LITTLE AVENUE CITY OF BARRIE
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892-4560
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Project
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Drawing
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Design By
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Drawn By
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Scale
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M.L./J.V.
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Check By
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J.G.K.
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Check By
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M.L.
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S.C./J.P.
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PRELIMINARY
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NOT TO BE USED FOR CONSTRUCTION
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STANDARD DETAILS 3
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N.T.S.
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106C
