memory care facility town of collingwood
TRANSCRIPT
Contract No. 117253
MEMORY CARE FACILITYTOWN OF COLLINGWOOD
KEY PLAN
TOWN OF COLLINGWOOD
"SECOND SUBMISSION"
RA
GLA
N S
TR
EE
T
GEORGIAN BAY
SIMCOECOUNTY
TOWN OF COLLINGWOOD
ERIE STREET
HUME STREET
RA
GLA
N S
TR
EE
TCONNELL STREET
PRETTY R
IVER
HIGHWAY 26
HURON STREET
SITE
PA
RK
WA
Y
DescriptionDwg.
IN-1
LEGENDINDEX
GEORGIAN BAY
SIMCOECOUNTY
TOWN OF COLLINGWOOD
ERIE STREET
HUME STREET
RA
GLA
N S
TR
EE
T
CONNELL STREET
SITE
TOWN OF COLLINGWOODMEMORY CARE FACILITY
RA
GLA
N S
TR
EE
TPR
ETTY RIVER
HIGHWAY 26
HURON STREET
PA
RK
WA
Y
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DRAWING INDEX AND LEGEND
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117253-IN-1
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NTS
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DRAWING INDEX AND LEGEND
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PROPOSED SWALE LOCATION
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179.00
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179.00
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179.00
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WV
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HYD & WV
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DCBMH4
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BLOWOFF
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STM MH20
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CBMH 18
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WV
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BLOWOFF
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HYD & WV
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BH9
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TBM
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SAN MH17
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B
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BP
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BELL MH
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HP
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TS
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SIB
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SAN MH17
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CBMH12
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STM MH9
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DICB
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CB
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DCB
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LS
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TS
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EXISTING SANITARY SEWER/SIZE/DIRECTION OF FLOW
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200%%C SAN
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PROPOSED SANITARY SEWER/SIZE/DIRECTION OF FLOW
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200%%C SAN
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EXISTING SANITARY SERVICE
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PROPOSED SANITARY SERVICE
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EXISTING WATERMAIN/SIZE
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PROPOSED WATERMAIN/SIZE
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EXISTING WATER SERVICE
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PROPOSED WATER SERVICE
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EXISTING STORM SEWER/SIZE/DIRECTION OF FLOW
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PROPOSED STORM SEWER/SIZE/DIRECTION OF FLOW
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EXISTING CULVERT
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PROPOSED CULVERT
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EXISTING BUSHLINE
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EXISTING CONTOUR
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EXISTING SPOT ELEVATION
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PROPOSED SPOT ELEVATION
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EXISTING GRADING DIRECTION
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PROPOSED GRADING DIRECTION
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EXISTING TEMPORARY BENCHMARK
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EXISTING SANITARY MAINTENANCE HOLE/NUMBER
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PROPOSED SANITARY MAINTENANCE HOLE/NUMBER
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PROPOSED WATER VALVE
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EXISTING BLOW-OFF
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PROPOSED BLOW-OFF
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EXISTING WATERMAIN TERMINATION POINT
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PROPOSED WATERMAIN TERMINATION POINT
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150%%c W/M
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150%%c W/M
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375%%c STM
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375%%c STM
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EXISTING CENTERLINE
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PROPOSED CENTRELINE
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EXISTING EDGE OF ASPHALT
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PROPOSED EDGE OF ASPHALT
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EXISTING EDGE OF SHOULDER
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PROPERTY LINE
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EXISTING SANITARY FORCEMAIN/SIZE/DIRECTION OF FLOW
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200%%C SAN F/M
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PROPOSED EDGE OF SHOULDER
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EXISTING DITCH/DIRECTION OF FLOW
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PROPOSED DITCH/DIRECTION OF FLOW
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EXISTING GAS MAIN
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PROPOSED GAS MAIN
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EXISITNG FENCELINE
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EXISTING WATER VALVE
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PROPOSED HYDRANT AND VALVE
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EXISTING HYDRANT AND VALVE
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EXISTING STORM MAINTENANCE HOLE
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EXISTING CATCH BASIN
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PROPOSED STORM MAINTENANCE HOLE/NUMBER
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PROPOSED CATCH BASIN
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PROPOSED CATCH BASIN MAINTENANCE HOLE/NUMBER
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PROPOSED DOUBLE CATCH BASIN MAINTENANCE HOLE/NUMBER
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PROPOSED DOUBLE CATCH BASIN
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PROPOSED DITCH INLET CATCH BASIN
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PROPOSED RIP-RAP
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EXISTING CABLE PEDESTAL
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EXISTING BELL PEDESTAL
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EXISTING BELL MAINTENANCE HOLE
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EXISTING BELL POLE
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EXISTING HYDRO POLE
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EXISTING HYDRO GUY WIRE
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PROPOSED LIGHT STANDARD
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EXISTING TRAFFIC SIGN
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PROPOSED TRAFFIC SIGN
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EXISTING BOREHOLE/NUMBER
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EXISTING STANDARD IRON BAR
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EXISTING DECIDUOUS TREE
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EXISTING CONIFEROUS TREE
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EXISTING HYDRO TRANSFORMER
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PROPOSED CURB STOP VALVE
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PROPOSED JOINT HYDRO, BELL AND ROGERS
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PROPOSED SWALE LOCATION
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PROPOSED REAR YARD OVERFLOW ROUTE
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SILTATION AND EROSION CONTROL AND REMOVALS PLAN
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117253-SC-1
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TITLE PAGE
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PROPOSED FENCELINE
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PROPOSED STOP SIGN
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PROPOSED STREET NAME SIGN
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STOP SIGN
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STREET NAME SIGN
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CONTRACT DRAWINGS
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CONTRACTOR MUST VERIFY ALL DIMENSIONS
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AND BE RESPONSIBLE FOR SAME. ANY
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DISCREPANCIES MUST BE REPORTED TO THE
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ENGINEER BEFORE COMMENCING WORK.
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DRAWINGS ARE NOT TO BE SCALED.
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C.C. TATHAM & ASSOCIATES LTD. CLAIMS COPYRIGHT
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TO THIS DOCUMENT WHICH MAY NOT BE USED FOR
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ANY PURPOSE OTHER THAN THAT PROVIDED IN THE
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CONTRACT BETWEEN THE OWNER/CLIENT AND THE
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ENGINEER WITHOUT THE EXPRESS CONSENT OF
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C.C. TATHAM & ASSOCIATES LTD.
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NO.
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REVISIONS
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DATE
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INITIAL
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APPROVED
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DESIGN:
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CHECKED:
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DRAWN:
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DATE:
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DWG.
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SCALE:
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JOB NO.
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117253
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REFERRED TO THE TOP OPERATING NUT OF FIRE
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HYDRANT LOCATED ON THE WEST SIDE OF
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RAGLAN STREET JUST SOUTH OF MATTHEW WAY
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TBM 1 ELEV. 186.36
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(AS PER LEGAL SURVEY)
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TOPOGRAPHICAL, LEGAL SURVEY INFORMATION AND LOT DIMENSIONS SHOWN ON THIS PLAN ARE TAKEN FROM A SURVEY PLAN PREPARED BY PATTEN AND THOMSEN, DATED 2016 WHICH MAY NOT BE FINAL AND ARE NOT GUARANTEED. THE FINAL REGISTERED PLAN OF SUBDIVISION SHALL BE REFERRED TO FOR CONFIRMATION OF THE DATA.
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BENCHMARK INFORMATION
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EXISTING WM. AUTOFLUSHER
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PROPOSED WM. AUTOFLUSHER
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SITE SERVICING PLAN
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117253-SS-1
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DETAILS AND NOTES
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117253-DE-1
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SITE GRADING PLAN
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117253-SG-1
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1.
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FIRST SUBMISSION
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FEB/18
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DFM
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MJC
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DAM/DFM
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DFM
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JAN/18
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DETAILS AND NOTES
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117253-DE-2
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PROPOSED STRAW BALE FLOW CHECK DAM
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SBFC
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HEADWALL
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2.
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SECOND SUBMISSION
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JUNE/18
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DFM
TOWN OF COLLINGWOODMEMORY CARE FACILITY
SC-1
GEORGIAN BAY
SIMCOECOUNTY
TOWN OF COLLINGWOOD
ERIE STREET
HUME STREET
RA
GLA
N S
TR
EE
T
CONNELL STREET
SITE
RA
GLA
N S
TR
EE
TPR
ETTY RIVER
HIGHWAY 26
HURON STREET
PA
RK
WA
Y
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SBFC
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HEAVY DUTY SILT FENCE (PER NVCA DETAILS BSD-23 DRAFT ON DE-1)
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HEAVY DUTY SILT FENCE (PER NVCA DETAILS BSD-23 DRAFT ON DE-1)
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REMOVE EXISTING SHED
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LIMITS OF ASPHALT TO BE REMOVED
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STONE MUD MAT
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REMOVE EXISTING POST AND WIRE FENCE
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CONSTRUCTION ACCESS
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REMOVE EXISTING 300 CULVERT
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REMOVE EXISTING CONCRETE BUS PAD AND EXISTING 300 CULVERT
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(20.12 WIDE) (R.P. 282)
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130.74
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N45°39'55"E
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40.57
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N48°58'25"E
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26.80
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N9°03'05"E
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28.20
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N9°43'10"W
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55.64
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N72°15'55"E
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N12°45'05"W
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PRETTY RIVER
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(ORIGINAL CHANNEL)
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RAGLAN STREET
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N10°35'35"W
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66.92
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20.81
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EXISTING SHED
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EXISTING BUILDING
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ASPHALT DRIVEWAY
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EX 300mm%%C CSP
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EX CONC PAD
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CENTRELINE OF ROAD
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EDGE OF PAVEMENT
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EXISTING DITCH
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TOP OF BANK
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CENTRELINE OF ROAD
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EDGE OF PAVEMENT
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TOP OF BANK
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EXISTING DITCH
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TOP OF BANK
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EXISTING DITCH
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EX CHAIN LINK FENCE
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EX POST AND WIRE FENCE
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EXISTING GRAVEL TRAIL
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EXISTING GRAVEL TRAIL
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EX 400mm%%C CSP
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TOP OF BANK
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TOP OF BANK
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BURIED CABLE LINE
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BURIED CABLE LINE
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BURIED CABLE LINE
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AERIAL UTILITY LINES
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AERIAL UTILITY LINE
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AERIAL HYDRO LINE
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BURIED CABLE LINE
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BURIED GAS LINE
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BURIED HYDRO LINES
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200%%C SAN
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200%%C SAN
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EX. 400 W/M(APPROXIMATE LOCATION)
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EXISTING EASEMENT
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EXISTING EASEMENT
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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EX 300mm%%C CSP
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EX 300mm%%C CSP
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PLAN
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PROFILE
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EX. ROAD
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EX. ROAD
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150 STONE
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50 STONE
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GEOTEXTILE FABRIC
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EX. GRADE
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150 STONE
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50 STONE
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EX. ROAD
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EX. ROAD
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STONE SIZE: THE STONE PAD SHALL BE A MIN. 450 mm THICK. USE 50 SIZE: THE STONE PAD SHALL BE A MIN. 450 mm THICK. USE 50 SIZE: THE STONE PAD SHALL BE A MIN. 450 mm THICK. USE 50 THE STONE PAD SHALL BE A MIN. 450 mm THICK. USE 50 THE STONE PAD SHALL BE A MIN. 450 mm THICK. USE 50 STONE PAD SHALL BE A MIN. 450 mm THICK. USE 50 STONE PAD SHALL BE A MIN. 450 mm THICK. USE 50 PAD SHALL BE A MIN. 450 mm THICK. USE 50 PAD SHALL BE A MIN. 450 mm THICK. USE 50 SHALL BE A MIN. 450 mm THICK. USE 50 SHALL BE A MIN. 450 mm THICK. USE 50 BE A MIN. 450 mm THICK. USE 50 BE A MIN. 450 mm THICK. USE 50 A MIN. 450 mm THICK. USE 50 A MIN. 450 mm THICK. USE 50 MIN. 450 mm THICK. USE 50 MIN. 450 mm THICK. USE 50 450 mm THICK. USE 50 450 mm THICK. USE 50 mm THICK. USE 50 mm THICK. USE 50 THICK. USE 50 THICK. USE 50 USE 50 USE 50 USE 50 50 50 mm STONE OR RECLAIMED CONCRETE EQUIVALENT FOR FIRST 10 m FROM STONE OR RECLAIMED CONCRETE EQUIVALENT FOR FIRST 10 m FROM STONE OR RECLAIMED CONCRETE EQUIVALENT FOR FIRST 10 m FROM OR RECLAIMED CONCRETE EQUIVALENT FOR FIRST 10 m FROM OR RECLAIMED CONCRETE EQUIVALENT FOR FIRST 10 m FROM RECLAIMED CONCRETE EQUIVALENT FOR FIRST 10 m FROM RECLAIMED CONCRETE EQUIVALENT FOR FIRST 10 m FROM CONCRETE EQUIVALENT FOR FIRST 10 m FROM CONCRETE EQUIVALENT FOR FIRST 10 m FROM EQUIVALENT FOR FIRST 10 m FROM EQUIVALENT FOR FIRST 10 m FROM FOR FIRST 10 m FROM FOR FIRST 10 m FROM FIRST 10 m FROM FIRST 10 m FROM 10 m FROM 10 m FROM m FROM m FROM FROM FROM ADJACENT ROAD & 150 mm STONE FOR REMAINDER OF STONE PAD.LENGTH: AS REQUIRED BUT NOT LESS THAN 20 m. AS REQUIRED BUT NOT LESS THAN 20 m. WIDTH: 5.0 m MIN. BUT NOT LESS THAN THE WIDTH AT POINTS WHERE 5.0 m MIN. BUT NOT LESS THAN THE WIDTH AT POINTS WHERE 5.0 m MIN. BUT NOT LESS THAN THE WIDTH AT POINTS WHERE m MIN. BUT NOT LESS THAN THE WIDTH AT POINTS WHERE m MIN. BUT NOT LESS THAN THE WIDTH AT POINTS WHERE MIN. BUT NOT LESS THAN THE WIDTH AT POINTS WHERE MIN. BUT NOT LESS THAN THE WIDTH AT POINTS WHERE BUT NOT LESS THAN THE WIDTH AT POINTS WHERE BUT NOT LESS THAN THE WIDTH AT POINTS WHERE NOT LESS THAN THE WIDTH AT POINTS WHERE NOT LESS THAN THE WIDTH AT POINTS WHERE LESS THAN THE WIDTH AT POINTS WHERE LESS THAN THE WIDTH AT POINTS WHERE THAN THE WIDTH AT POINTS WHERE THAN THE WIDTH AT POINTS WHERE THE WIDTH AT POINTS WHERE THE WIDTH AT POINTS WHERE WIDTH AT POINTS WHERE WIDTH AT POINTS WHERE AT POINTS WHERE AT POINTS WHERE POINTS WHERE POINTS WHERE WHERE WHERE INGRESS AND EGRESS OCCURS. GEOTEXTILE FABRIC: TERRAFIX 270R OR EQUAL TO BE PLACED OVER THE FABRIC: TERRAFIX 270R OR EQUAL TO BE PLACED OVER THE FABRIC: TERRAFIX 270R OR EQUAL TO BE PLACED OVER THE TERRAFIX 270R OR EQUAL TO BE PLACED OVER THE TERRAFIX 270R OR EQUAL TO BE PLACED OVER THE 270R OR EQUAL TO BE PLACED OVER THE 270R OR EQUAL TO BE PLACED OVER THE OR EQUAL TO BE PLACED OVER THE OR EQUAL TO BE PLACED OVER THE EQUAL TO BE PLACED OVER THE EQUAL TO BE PLACED OVER THE TO BE PLACED OVER THE TO BE PLACED OVER THE BE PLACED OVER THE BE PLACED OVER THE PLACED OVER THE PLACED OVER THE OVER THE OVER THE THE THE ENTIRE AREA PRIOR TO PLACING STONE. SURFACE WATER: ALL SURFACE WATER FLOWING OR DIRECTED TOWARD WATER: ALL SURFACE WATER FLOWING OR DIRECTED TOWARD WATER: ALL SURFACE WATER FLOWING OR DIRECTED TOWARD ALL SURFACE WATER FLOWING OR DIRECTED TOWARD ALL SURFACE WATER FLOWING OR DIRECTED TOWARD SURFACE WATER FLOWING OR DIRECTED TOWARD SURFACE WATER FLOWING OR DIRECTED TOWARD WATER FLOWING OR DIRECTED TOWARD WATER FLOWING OR DIRECTED TOWARD FLOWING OR DIRECTED TOWARD FLOWING OR DIRECTED TOWARD OR DIRECTED TOWARD OR DIRECTED TOWARD DIRECTED TOWARD DIRECTED TOWARD TOWARD TOWARD CONSTRUCTION ACCESS SHALL BE PIPED ACROSS THE ACCESS. MAINTENANCE: THE CONTRACTOR SHALL MAINTAIN THE MUDMAT IN A THE CONTRACTOR SHALL MAINTAIN THE MUDMAT IN A THE CONTRACTOR SHALL MAINTAIN THE MUDMAT IN A CONTRACTOR SHALL MAINTAIN THE MUDMAT IN A CONTRACTOR SHALL MAINTAIN THE MUDMAT IN A SHALL MAINTAIN THE MUDMAT IN A SHALL MAINTAIN THE MUDMAT IN A MAINTAIN THE MUDMAT IN A MAINTAIN THE MUDMAT IN A THE MUDMAT IN A THE MUDMAT IN A MUDMAT IN A MUDMAT IN A IN A IN A A A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO TRACKING OR FLOWING OF SEDIMENT ONTO TRACKING OR FLOWING OF SEDIMENT ONTO OR FLOWING OF SEDIMENT ONTO OR FLOWING OF SEDIMENT ONTO FLOWING OF SEDIMENT ONTO FLOWING OF SEDIMENT ONTO OF SEDIMENT ONTO OF SEDIMENT ONTO SEDIMENT ONTO SEDIMENT ONTO ONTO ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC DRESSING WITH RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC DRESSING WITH RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC DRESSING WITH THIS MAY REQUIRE PERIODIC DRESSING WITH THIS MAY REQUIRE PERIODIC DRESSING WITH THIS MAY REQUIRE PERIODIC DRESSING WITH MAY REQUIRE PERIODIC DRESSING WITH MAY REQUIRE PERIODIC DRESSING WITH REQUIRE PERIODIC DRESSING WITH REQUIRE PERIODIC DRESSING WITH PERIODIC DRESSING WITH PERIODIC DRESSING WITH DRESSING WITH DRESSING WITH WITH WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT DEMAND AND REPAIR AND/OR CLEANOUT DEMAND AND REPAIR AND/OR CLEANOUT AND REPAIR AND/OR CLEANOUT AND REPAIR AND/OR CLEANOUT REPAIR AND/OR CLEANOUT REPAIR AND/OR CLEANOUT AND/OR CLEANOUT AND/OR CLEANOUT CLEANOUT CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, TRAP SEDIMENT. ALL SEDIMENT SPILLED, TRAP SEDIMENT. ALL SEDIMENT SPILLED, SEDIMENT. ALL SEDIMENT SPILLED, SEDIMENT. ALL SEDIMENT SPILLED, ALL SEDIMENT SPILLED, ALL SEDIMENT SPILLED, ALL SEDIMENT SPILLED, SEDIMENT SPILLED, SEDIMENT SPILLED, SPILLED, SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE ONTO PUBLIC RIGHT-OF-WAY MUST BE ONTO PUBLIC RIGHT-OF-WAY MUST BE PUBLIC RIGHT-OF-WAY MUST BE PUBLIC RIGHT-OF-WAY MUST BE RIGHT-OF-WAY MUST BE RIGHT-OF-WAY MUST BE MUST BE MUST BE BE BE REMOVED IMMEDIATELY BY THE CONTRACTOR. UPON OBSERVATION OF IMMEDIATELY BY THE CONTRACTOR. UPON OBSERVATION OF IMMEDIATELY BY THE CONTRACTOR. UPON OBSERVATION OF BY THE CONTRACTOR. UPON OBSERVATION OF BY THE CONTRACTOR. UPON OBSERVATION OF THE CONTRACTOR. UPON OBSERVATION OF THE CONTRACTOR. UPON OBSERVATION OF CONTRACTOR. UPON OBSERVATION OF CONTRACTOR. UPON OBSERVATION OF UPON OBSERVATION OF UPON OBSERVATION OF UPON OBSERVATION OF OBSERVATION OF OBSERVATION OF OF OF CONTINUOUS MUD TRACKING ONTO ADJACENT STREETS, THE STONE MUD MUD TRACKING ONTO ADJACENT STREETS, THE STONE MUD MUD TRACKING ONTO ADJACENT STREETS, THE STONE MUD TRACKING ONTO ADJACENT STREETS, THE STONE MUD TRACKING ONTO ADJACENT STREETS, THE STONE MUD ONTO ADJACENT STREETS, THE STONE MUD ONTO ADJACENT STREETS, THE STONE MUD ADJACENT STREETS, THE STONE MUD ADJACENT STREETS, THE STONE MUD STREETS, THE STONE MUD STREETS, THE STONE MUD THE STONE MUD THE STONE MUD STONE MUD STONE MUD MUD MUD MAT IS TO BE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE IS TO BE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE IS TO BE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE TO BE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE TO BE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE BE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE BE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE FULLY REPLACED. INSPECTION AND REQUIRED MAINTENANCE REPLACED. INSPECTION AND REQUIRED MAINTENANCE REPLACED. INSPECTION AND REQUIRED MAINTENANCE INSPECTION AND REQUIRED MAINTENANCE INSPECTION AND REQUIRED MAINTENANCE INSPECTION AND REQUIRED MAINTENANCE AND REQUIRED MAINTENANCE AND REQUIRED MAINTENANCE REQUIRED MAINTENANCE REQUIRED MAINTENANCE MAINTENANCE MAINTENANCE AFTER EACH RAIN EVENT SHALL BE PROVIDED BY THE CONTRACTOR. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO BE CLEANED TO REMOVE SEDIMENT PRIOR TO BE CLEANED TO REMOVE SEDIMENT PRIOR TO CLEANED TO REMOVE SEDIMENT PRIOR TO CLEANED TO REMOVE SEDIMENT PRIOR TO TO REMOVE SEDIMENT PRIOR TO TO REMOVE SEDIMENT PRIOR TO REMOVE SEDIMENT PRIOR TO REMOVE SEDIMENT PRIOR TO SEDIMENT PRIOR TO SEDIMENT PRIOR TO PRIOR TO PRIOR TO TO TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT WHEN WASHING IS REQUIRED, IT WHEN WASHING IS REQUIRED, IT WASHING IS REQUIRED, IT WASHING IS REQUIRED, IT IS REQUIRED, IT IS REQUIRED, IT REQUIRED, IT REQUIRED, IT IT IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS AN AREA STABILIZED WITH STONE AND WHICH DRAINS AN AREA STABILIZED WITH STONE AND WHICH DRAINS AREA STABILIZED WITH STONE AND WHICH DRAINS AREA STABILIZED WITH STONE AND WHICH DRAINS STABILIZED WITH STONE AND WHICH DRAINS STABILIZED WITH STONE AND WHICH DRAINS WITH STONE AND WHICH DRAINS WITH STONE AND WHICH DRAINS STONE AND WHICH DRAINS STONE AND WHICH DRAINS AND WHICH DRAINS AND WHICH DRAINS WHICH DRAINS WHICH DRAINS DRAINS DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
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MUD MAT DETAIL NTS
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SILTATION & EROSION CONTROL: A. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE AND EROSION CONTROL MEASURES SHALL BE AND EROSION CONTROL MEASURES SHALL BE EROSION CONTROL MEASURES SHALL BE EROSION CONTROL MEASURES SHALL BE CONTROL MEASURES SHALL BE CONTROL MEASURES SHALL BE MEASURES SHALL BE MEASURES SHALL BE SHALL BE SHALL BE BE BE INSTALLED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION TO THE COMMENCEMENT OF CONSTRUCTION TO THE COMMENCEMENT OF CONSTRUCTION THE COMMENCEMENT OF CONSTRUCTION THE COMMENCEMENT OF CONSTRUCTION COMMENCEMENT OF CONSTRUCTION COMMENCEMENT OF CONSTRUCTION OF CONSTRUCTION OF CONSTRUCTION CONSTRUCTION CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS REMAIN IN PLACE UNTIL ALL DISTURBED AREAS REMAIN IN PLACE UNTIL ALL DISTURBED AREAS IN PLACE UNTIL ALL DISTURBED AREAS IN PLACE UNTIL ALL DISTURBED AREAS PLACE UNTIL ALL DISTURBED AREAS PLACE UNTIL ALL DISTURBED AREAS UNTIL ALL DISTURBED AREAS UNTIL ALL DISTURBED AREAS ALL DISTURBED AREAS ALL DISTURBED AREAS DISTURBED AREAS DISTURBED AREAS AREAS AREAS HAVE BEEN STABILIZED AND VEGETATION IS ESTABLISHED . BEEN STABILIZED AND VEGETATION IS ESTABLISHED . BEEN STABILIZED AND VEGETATION IS ESTABLISHED . STABILIZED AND VEGETATION IS ESTABLISHED . STABILIZED AND VEGETATION IS ESTABLISHED . AND VEGETATION IS ESTABLISHED . AND VEGETATION IS ESTABLISHED . VEGETATION IS ESTABLISHED . VEGETATION IS ESTABLISHED . IS ESTABLISHED . IS ESTABLISHED . ESTABLISHED . ESTABLISHED . . . . SEDIMENT AND EROSION CONTROL MEASURES THAT ARE AND EROSION CONTROL MEASURES THAT ARE AND EROSION CONTROL MEASURES THAT ARE EROSION CONTROL MEASURES THAT ARE EROSION CONTROL MEASURES THAT ARE CONTROL MEASURES THAT ARE CONTROL MEASURES THAT ARE MEASURES THAT ARE MEASURES THAT ARE THAT ARE THAT ARE ARE ARE DESIGNED TO CONTROL RUNOFF FROM SPECIFIC AREAS MUST BE TO CONTROL RUNOFF FROM SPECIFIC AREAS MUST BE TO CONTROL RUNOFF FROM SPECIFIC AREAS MUST BE CONTROL RUNOFF FROM SPECIFIC AREAS MUST BE CONTROL RUNOFF FROM SPECIFIC AREAS MUST BE RUNOFF FROM SPECIFIC AREAS MUST BE RUNOFF FROM SPECIFIC AREAS MUST BE FROM SPECIFIC AREAS MUST BE FROM SPECIFIC AREAS MUST BE SPECIFIC AREAS MUST BE SPECIFIC AREAS MUST BE AREAS MUST BE AREAS MUST BE MUST BE MUST BE BE BE INSTALLED PRIOR TO ANY DISTURBANCE OF THAT PART OF THE PRIOR TO ANY DISTURBANCE OF THAT PART OF THE PRIOR TO ANY DISTURBANCE OF THAT PART OF THE TO ANY DISTURBANCE OF THAT PART OF THE TO ANY DISTURBANCE OF THAT PART OF THE ANY DISTURBANCE OF THAT PART OF THE ANY DISTURBANCE OF THAT PART OF THE DISTURBANCE OF THAT PART OF THE DISTURBANCE OF THAT PART OF THE OF THAT PART OF THE OF THAT PART OF THE THAT PART OF THE THAT PART OF THE PART OF THE PART OF THE OF THE OF THE THE THE SITE. THE LOCATION OF ALL SILTATION AND EROSION CONTROL THE LOCATION OF ALL SILTATION AND EROSION CONTROL THE LOCATION OF ALL SILTATION AND EROSION CONTROL THE LOCATION OF ALL SILTATION AND EROSION CONTROL LOCATION OF ALL SILTATION AND EROSION CONTROL LOCATION OF ALL SILTATION AND EROSION CONTROL OF ALL SILTATION AND EROSION CONTROL OF ALL SILTATION AND EROSION CONTROL ALL SILTATION AND EROSION CONTROL ALL SILTATION AND EROSION CONTROL SILTATION AND EROSION CONTROL SILTATION AND EROSION CONTROL AND EROSION CONTROL AND EROSION CONTROL EROSION CONTROL EROSION CONTROL CONTROL CONTROL WORKS TO BE REVIEWED ON SITE AND MAY BE REVISED AS TO BE REVIEWED ON SITE AND MAY BE REVISED AS TO BE REVIEWED ON SITE AND MAY BE REVISED AS BE REVIEWED ON SITE AND MAY BE REVISED AS BE REVIEWED ON SITE AND MAY BE REVISED AS REVIEWED ON SITE AND MAY BE REVISED AS REVIEWED ON SITE AND MAY BE REVISED AS ON SITE AND MAY BE REVISED AS ON SITE AND MAY BE REVISED AS SITE AND MAY BE REVISED AS SITE AND MAY BE REVISED AS AND MAY BE REVISED AS AND MAY BE REVISED AS MAY BE REVISED AS MAY BE REVISED AS BE REVISED AS BE REVISED AS REVISED AS REVISED AS AS AS DIRECTED BY THE ENGINEER. EROSION AND SEDIMENT CONTROL BY THE ENGINEER. EROSION AND SEDIMENT CONTROL BY THE ENGINEER. EROSION AND SEDIMENT CONTROL THE ENGINEER. EROSION AND SEDIMENT CONTROL THE ENGINEER. EROSION AND SEDIMENT CONTROL ENGINEER. EROSION AND SEDIMENT CONTROL ENGINEER. EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL AND SEDIMENT CONTROL AND SEDIMENT CONTROL SEDIMENT CONTROL SEDIMENT CONTROL CONTROL CONTROL MEASURES TO BE REMOVED BY THE CONTRACTOR ONCE TO BE REMOVED BY THE CONTRACTOR ONCE TO BE REMOVED BY THE CONTRACTOR ONCE BE REMOVED BY THE CONTRACTOR ONCE BE REMOVED BY THE CONTRACTOR ONCE REMOVED BY THE CONTRACTOR ONCE REMOVED BY THE CONTRACTOR ONCE BY THE CONTRACTOR ONCE BY THE CONTRACTOR ONCE THE CONTRACTOR ONCE THE CONTRACTOR ONCE CONTRACTOR ONCE CONTRACTOR ONCE ONCE ONCE GROUND COVER IS ESTABLISHED AND LANDSCAPING IS COVER IS ESTABLISHED AND LANDSCAPING IS COVER IS ESTABLISHED AND LANDSCAPING IS IS ESTABLISHED AND LANDSCAPING IS IS ESTABLISHED AND LANDSCAPING IS ESTABLISHED AND LANDSCAPING IS ESTABLISHED AND LANDSCAPING IS AND LANDSCAPING IS AND LANDSCAPING IS LANDSCAPING IS LANDSCAPING IS IS IS COMPLETE AND AS APPROVED BY THE ENGINEER. B. THE CONTRACTOR SHALL HAVE MATERIALS AVAILABLE ON-SITE THE CONTRACTOR SHALL HAVE MATERIALS AVAILABLE ON-SITE CONTRACTOR SHALL HAVE MATERIALS AVAILABLE ON-SITE CONTRACTOR SHALL HAVE MATERIALS AVAILABLE ON-SITE SHALL HAVE MATERIALS AVAILABLE ON-SITE SHALL HAVE MATERIALS AVAILABLE ON-SITE HAVE MATERIALS AVAILABLE ON-SITE HAVE MATERIALS AVAILABLE ON-SITE MATERIALS AVAILABLE ON-SITE MATERIALS AVAILABLE ON-SITE AVAILABLE ON-SITE AVAILABLE ON-SITE ON-SITE ON-SITE TO REPAIR SEDIMENT AND EROSION CONTROL MEASURES IN THE REPAIR SEDIMENT AND EROSION CONTROL MEASURES IN THE REPAIR SEDIMENT AND EROSION CONTROL MEASURES IN THE SEDIMENT AND EROSION CONTROL MEASURES IN THE SEDIMENT AND EROSION CONTROL MEASURES IN THE AND EROSION CONTROL MEASURES IN THE AND EROSION CONTROL MEASURES IN THE EROSION CONTROL MEASURES IN THE EROSION CONTROL MEASURES IN THE CONTROL MEASURES IN THE CONTROL MEASURES IN THE MEASURES IN THE MEASURES IN THE IN THE IN THE THE THE EVENT OF UNFORESEEN CONDITIONS: HIGH WATER, EXTREME OF UNFORESEEN CONDITIONS: HIGH WATER, EXTREME OF UNFORESEEN CONDITIONS: HIGH WATER, EXTREME UNFORESEEN CONDITIONS: HIGH WATER, EXTREME UNFORESEEN CONDITIONS: HIGH WATER, EXTREME CONDITIONS: HIGH WATER, EXTREME CONDITIONS: HIGH WATER, EXTREME HIGH WATER, EXTREME HIGH WATER, EXTREME WATER, EXTREME WATER, EXTREME EXTREME EXTREME RAINFALL EVENTS, ETC. C. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE EROSION AND SEDIMENT CONTROL MEASURES MUST BE EROSION AND SEDIMENT CONTROL MEASURES MUST BE AND SEDIMENT CONTROL MEASURES MUST BE AND SEDIMENT CONTROL MEASURES MUST BE SEDIMENT CONTROL MEASURES MUST BE SEDIMENT CONTROL MEASURES MUST BE CONTROL MEASURES MUST BE CONTROL MEASURES MUST BE MEASURES MUST BE MEASURES MUST BE MUST BE MUST BE BE BE INSPECTED, CLEANED AND MAINTAINED BY THE CONTRACTOR CLEANED AND MAINTAINED BY THE CONTRACTOR CLEANED AND MAINTAINED BY THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR MAINTAINED BY THE CONTRACTOR MAINTAINED BY THE CONTRACTOR BY THE CONTRACTOR BY THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR AFTER EACH STORM EVENT. ALL WORKS WILL BE INSPECTED EACH STORM EVENT. ALL WORKS WILL BE INSPECTED EACH STORM EVENT. ALL WORKS WILL BE INSPECTED STORM EVENT. ALL WORKS WILL BE INSPECTED STORM EVENT. ALL WORKS WILL BE INSPECTED EVENT. ALL WORKS WILL BE INSPECTED EVENT. ALL WORKS WILL BE INSPECTED ALL WORKS WILL BE INSPECTED ALL WORKS WILL BE INSPECTED ALL WORKS WILL BE INSPECTED WORKS WILL BE INSPECTED WORKS WILL BE INSPECTED WILL BE INSPECTED WILL BE INSPECTED BE INSPECTED BE INSPECTED INSPECTED INSPECTED BY THE ENGINEER BI-WEEKLY AND AFTER EACH MAJOR STORM THE ENGINEER BI-WEEKLY AND AFTER EACH MAJOR STORM THE ENGINEER BI-WEEKLY AND AFTER EACH MAJOR STORM ENGINEER BI-WEEKLY AND AFTER EACH MAJOR STORM ENGINEER BI-WEEKLY AND AFTER EACH MAJOR STORM BI-WEEKLY AND AFTER EACH MAJOR STORM BI-WEEKLY AND AFTER EACH MAJOR STORM AND AFTER EACH MAJOR STORM AND AFTER EACH MAJOR STORM AFTER EACH MAJOR STORM AFTER EACH MAJOR STORM EACH MAJOR STORM EACH MAJOR STORM MAJOR STORM MAJOR STORM STORM STORM EVENT. D. CONSTRUCTION OF ALL SILTATION AND EROSION CONTROL CONSTRUCTION OF ALL SILTATION AND EROSION CONTROL OF ALL SILTATION AND EROSION CONTROL OF ALL SILTATION AND EROSION CONTROL ALL SILTATION AND EROSION CONTROL ALL SILTATION AND EROSION CONTROL SILTATION AND EROSION CONTROL SILTATION AND EROSION CONTROL AND EROSION CONTROL AND EROSION CONTROL EROSION CONTROL EROSION CONTROL CONTROL CONTROL WORKS ARE TO BE IN ACCORDANCE WITH THE FOLLOWING ARE TO BE IN ACCORDANCE WITH THE FOLLOWING ARE TO BE IN ACCORDANCE WITH THE FOLLOWING TO BE IN ACCORDANCE WITH THE FOLLOWING TO BE IN ACCORDANCE WITH THE FOLLOWING BE IN ACCORDANCE WITH THE FOLLOWING BE IN ACCORDANCE WITH THE FOLLOWING IN ACCORDANCE WITH THE FOLLOWING IN ACCORDANCE WITH THE FOLLOWING ACCORDANCE WITH THE FOLLOWING ACCORDANCE WITH THE FOLLOWING WITH THE FOLLOWING WITH THE FOLLOWING THE FOLLOWING THE FOLLOWING FOLLOWING FOLLOWING STEPS: 1. INSTALL STONE MUD MAT AS PER DETAIL. INSTALL STONE MUD MAT AS PER DETAIL. 2. INSTALL SILT FENCE IN ACCORDANCE WITH NVCA BSD 23 INSTALL SILT FENCE IN ACCORDANCE WITH NVCA BSD 23 3. INSTALL STRAW BALE FLOW CHECK DAMS AS PER OPSD INSTALL STRAW BALE FLOW CHECK DAMS AS PER OPSD 219.180. 4. INSTALL TEMPORARY CATCH BASIN SEDIMENT TRAPS ON ALL INSTALL TEMPORARY CATCH BASIN SEDIMENT TRAPS ON ALL NEW AND EXISTING CATCH BASIN STRUCTURES. SEDIMENT TRAPS TO BE RECTANGULAR CBST BY LAYFIELD OR APPROVED EQUAL. ALL CATCH BASINS TO REMAIN SCREENED UNTIL BINDER COURSE ASPHALT IS PLACED AND LOT GRADING IS COMPLETE. F. ALL CONSTRUCTION VEHICLES TO ACCESS SITE USING THE ALL CONSTRUCTION VEHICLES TO ACCESS SITE USING THE CONSTRUCTION VEHICLES TO ACCESS SITE USING THE CONSTRUCTION VEHICLES TO ACCESS SITE USING THE VEHICLES TO ACCESS SITE USING THE VEHICLES TO ACCESS SITE USING THE TO ACCESS SITE USING THE TO ACCESS SITE USING THE ACCESS SITE USING THE ACCESS SITE USING THE SITE USING THE SITE USING THE USING THE USING THE THE THE DESIGNATED CONSTRUCTION ACCESS. G. STOCKPILE LOCATIONS ARE TO BE APPROVED BY THE ENGINEER. STOCKPILE LOCATIONS ARE TO BE APPROVED BY THE ENGINEER. H. PROVIDE SNOW FENCE OR APPROVED EQUAL ACROSS ALL PROVIDE SNOW FENCE OR APPROVED EQUAL ACROSS ALL SNOW FENCE OR APPROVED EQUAL ACROSS ALL SNOW FENCE OR APPROVED EQUAL ACROSS ALL FENCE OR APPROVED EQUAL ACROSS ALL FENCE OR APPROVED EQUAL ACROSS ALL OR APPROVED EQUAL ACROSS ALL OR APPROVED EQUAL ACROSS ALL APPROVED EQUAL ACROSS ALL APPROVED EQUAL ACROSS ALL EQUAL ACROSS ALL EQUAL ACROSS ALL ACROSS ALL ACROSS ALL ALL ALL CONSTRUCTION ACCESS POINTS DURING PERIODS OF INACTIVITY. I. CONSTRUCTION AREAS THAT EXCEED 30 DAYS OF INACTIVITY CONSTRUCTION AREAS THAT EXCEED 30 DAYS OF INACTIVITY AREAS THAT EXCEED 30 DAYS OF INACTIVITY AREAS THAT EXCEED 30 DAYS OF INACTIVITY THAT EXCEED 30 DAYS OF INACTIVITY THAT EXCEED 30 DAYS OF INACTIVITY EXCEED 30 DAYS OF INACTIVITY EXCEED 30 DAYS OF INACTIVITY 30 DAYS OF INACTIVITY 30 DAYS OF INACTIVITY DAYS OF INACTIVITY DAYS OF INACTIVITY OF INACTIVITY OF INACTIVITY INACTIVITY INACTIVITY SHALL BE STABILIZED BY SEEDING AS DIRECTED BY THE TOWN. BE STABILIZED BY SEEDING AS DIRECTED BY THE TOWN. BE STABILIZED BY SEEDING AS DIRECTED BY THE TOWN. STABILIZED BY SEEDING AS DIRECTED BY THE TOWN. STABILIZED BY SEEDING AS DIRECTED BY THE TOWN. BY SEEDING AS DIRECTED BY THE TOWN. BY SEEDING AS DIRECTED BY THE TOWN. SEEDING AS DIRECTED BY THE TOWN. SEEDING AS DIRECTED BY THE TOWN. AS DIRECTED BY THE TOWN. AS DIRECTED BY THE TOWN. DIRECTED BY THE TOWN. DIRECTED BY THE TOWN. BY THE TOWN. BY THE TOWN. THE TOWN. THE TOWN. TOWN. TOWN. THIS IS TO INCLUDE STOCKPILES OF FILL AND TOPSOIL.
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CONTRACT DRAWINGS
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CONTRACTOR MUST VERIFY ALL DIMENSIONS
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AND BE RESPONSIBLE FOR SAME. ANY
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DISCREPANCIES MUST BE REPORTED TO THE
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ENGINEER BEFORE COMMENCING WORK.
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DRAWINGS ARE NOT TO BE SCALED.
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C.C. TATHAM & ASSOCIATES LTD. CLAIMS COPYRIGHT
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TO THIS DOCUMENT WHICH MAY NOT BE USED FOR
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ANY PURPOSE OTHER THAN THAT PROVIDED IN THE
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CONTRACT BETWEEN THE OWNER/CLIENT AND THE
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ENGINEER WITHOUT THE EXPRESS CONSENT OF
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C.C. TATHAM & ASSOCIATES LTD.
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NO.
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REVISIONS
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DATE
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INITIAL
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APPROVED
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DESIGN:
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CHECKED:
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DRAWN:
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DATE:
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DWG.
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SCALE:
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JOB NO.
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117253
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REFERRED TO THE TOP OPERATING NUT OF FIRE
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HYDRANT LOCATED ON THE WEST SIDE OF
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RAGLAN STREET JUST SOUTH OF MATTHEW WAY
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TBM 1 ELEV. 186.36
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(AS PER LEGAL SURVEY)
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TOPOGRAPHICAL, LEGAL SURVEY INFORMATION AND LOT DIMENSIONS SHOWN ON THIS PLAN ARE TAKEN FROM A SURVEY PLAN PREPARED BY PATTEN AND THOMSEN, DATED 2016 WHICH MAY NOT BE FINAL AND ARE NOT GUARANTEED. THE FINAL REGISTERED PLAN OF SUBDIVISION SHALL BE REFERRED TO FOR CONFIRMATION OF THE DATA.
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BENCHMARK INFORMATION
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MJC
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DAM/DFM
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DFM
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1:300
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JAN/18
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SILTATION AND EROSION CONTROL AND REMOVALS PLAN
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1.
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FIRST SUBMISSION
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FEB/18
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DFM
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HEAVY DUTY SILT FENCE
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LEGEND
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REMOVE ITEM
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REMOVE EX. ASPHALT
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2.
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SECOND SUBMISSION
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JUNE/18
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DFM
SS-1
TOWN OF COLLINGWOODMEMORY CARE FACILITY
RA
GLA
N S
TR
EE
T
GEORGIAN BAY
SIMCOECOUNTY
TOWN OF COLLINGWOOD
ERIE STREET
HUME STREET
RA
GLA
N S
TR
EE
T
CONNELL STREET
PRETTY R
IVER
HIGHWAY 26
HURON STREET
SITE
PA
RK
WA
Y
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(20.12 WIDE) (R.P. 282)
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130.74
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N45°39'55"E
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40.57
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N48°58'25"E
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26.80
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N9°03'05"E
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28.20
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N9°43'10"W
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55.64
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N72°15'55"E
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N12°45'05"W
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PRETTY RIVER
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(ORIGINAL CHANNEL)
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RAGLAN STREET
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N10°35'35"W
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66.92
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20.81
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EXISTING SHED
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EXISTING BUILDING
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ASPHALT DRIVEWAY
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EX CONC PAD
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CENTRELINE OF ROAD
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EDGE OF PAVEMENT
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EXISTING DITCH
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TOP OF BANK
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CENTRELINE OF ROAD
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EDGE OF PAVEMENT
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TOP OF BANK
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EXISTING DITCH
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TOP OF BANK
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EXISTING DITCH
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EX CHAIN LINK FENCE
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EX POST AND WIRE FENCE
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EXISTING GRAVEL TRAIL
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EXISTING GRAVEL TRAIL
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EX 400mm%%C CSP
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TOP OF BANK
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TOP OF BANK
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BURIED CABLE LINE
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BURIED CABLE LINE
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BURIED CABLE LINE
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AERIAL UTILITY LINES
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AERIAL UTILITY LINE
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AERIAL HYDRO LINE
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BURIED CABLE LINE
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BURIED GAS LINE
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BURIED HYDRO LINES
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200%%C SAN
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200%%C SAN
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EX. 400 W/M(APPROXIMATE LOCATION)
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EXISTING EASEMENT
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EXISTING EASEMENT
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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EX 300mm%%C CSP
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150%%C WATER SERVICE
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22.2m 200%%C PVC SAN. SERVICE @ 7.5%%%
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150%%C FIRE LINE
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PROPOSED RETAINING WALL
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INSTALL 18.6m - 400mm HDPE CULVERT @ 0.22%N INV - 184.04 S INV - 184.08
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INSTALL 16.0m - 400mm HDPE CULVERT @ 0.5%N INV - 183.79 S INV - 183.87
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CB3 COMPLETE WITH GOSS TRAP AS PER DETAIL SEE DE-2 RIM - 184.82 N INV - 183.88 E INV - 184.18
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OGS1 HYDRO FIRST DEFENSE FD-4HC RIM - 184.87 S INV - 183.80 W INV - 183.80
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CBMH2 600mm SUMP ORIFACE PLATE TO BE INSTALLED ON NW INVERT (REFER TO DE-2) RIM - 184.77 NE INV - 183.84 NW INV - 183.84 S INV - 183.84
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CULTEC INC., CULTEC RECHARGER 150XLHD CHAMBER SYSTEM (30 ROWS OF VARYING LENGTH) TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYSTEM AREA = 722m² AND SYSTEM INV = 183.84m (REFER TO DE-2 FOR DETAIL)
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CONNECT TO EXISTING 400 WATERMAINWITH 150 TAPPING SLEEVE AND VALVE,VALVES TO BE BURIED IN OPEN POSITION
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CONNECT TO EXISTING 200 SANITARY MAININSTALL 200x200x200 TEE INV 181.25
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CAP INVERT 183.44
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CAP INVERT 183.58
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3 STOREY RETIREMENT FACILITY
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200 OVERFLOW PIPE @ 0.7%(REFER TO DE-2 FOR DETAIL)
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UNDERGROUND STORAGE UNITS
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SEPARATOR ROW
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GENERATOR
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TRANSFORMER
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CONC SDWK
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CONC SIDEWALK
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CONC SIDEWALK
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GRASS
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GRASS
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ARMTEC PRO-ECO-LITE HEADWALL COMPLETE WITH GRATE T/W - 184.68 INV. - 184.18
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INSTALL 5.5m x 2.0m OF 150-200mm RIP-RAP ON OUTLET PIPE AS PER OPSD 810.010
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SEPARATOR ROW
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CB2 RIM - 185.00 E INV - 183.87 W INV - 183.82
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HEADWALL PER OPSD 804.030 c/w 1.5m X 2.0m RIP RAP TO DITCH T/W - 184.29 INV. - 183.79
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COVERED PATIO
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ENCLOSED PATIO
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CONTRACT DRAWINGS
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CONTRACTOR MUST VERIFY ALL DIMENSIONS
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AND BE RESPONSIBLE FOR SAME. ANY
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DISCREPANCIES MUST BE REPORTED TO THE
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ENGINEER BEFORE COMMENCING WORK.
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DRAWINGS ARE NOT TO BE SCALED.
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C.C. TATHAM & ASSOCIATES LTD. CLAIMS COPYRIGHT
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TO THIS DOCUMENT WHICH MAY NOT BE USED FOR
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ANY PURPOSE OTHER THAN THAT PROVIDED IN THE
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CONTRACT BETWEEN THE OWNER/CLIENT AND THE
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ENGINEER WITHOUT THE EXPRESS CONSENT OF
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C.C. TATHAM & ASSOCIATES LTD.
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NO.
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REVISIONS
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DATE
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INITIAL
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APPROVED
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DESIGN:
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CHECKED:
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DRAWN:
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DATE:
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DWG.
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SCALE:
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JOB NO.
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117253
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REFERRED TO THE TOP OPERATING NUT OF FIRE
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HYDRANT LOCATED ON THE WEST SIDE OF
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RAGLAN STREET JUST SOUTH OF MATTHEW WAY
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TBM 1 ELEV. 186.36
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(AS PER LEGAL SURVEY)
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TOPOGRAPHICAL, LEGAL SURVEY INFORMATION AND LOT DIMENSIONS SHOWN ON THIS PLAN ARE TAKEN FROM A SURVEY PLAN PREPARED BY PATTEN AND THOMSEN, DATED 2016 WHICH MAY NOT BE FINAL AND ARE NOT GUARANTEED. THE FINAL REGISTERED PLAN OF SUBDIVISION SHALL BE REFERRED TO FOR CONFIRMATION OF THE DATA.
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BENCHMARK INFORMATION
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SITE SERVICING PLAN
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MJC
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DAM/DFM
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DFM
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1:300
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JAN/18
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1.
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FIRST SUBMISSION
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FEB/18
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DFM
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2.
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SECOND SUBMISSION
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JUNE/18
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DFM
TOWN OF COLLINGWOODMEMORY CARE FACILITY
SG-1
GEORGIAN BAY
SIMCOECOUNTY
TOWN OF COLLINGWOOD
ERIE STREET
HUME STREET
RA
GLA
N S
TR
EE
T
CONNELL STREET
SITE
RA
GLA
N S
TR
EE
TPR
ETTY RIVER
HIGHWAY 26
HURON STREET
PA
RK
WA
Y
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PROPOSED RETAINING WALL
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3 STOREY RETIREMENT FACILITY
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FINISHED FLOOR ELEVATION = 186.05 TOP OF FOUNDATION WALL = 186.05 UNDERSIDE OF FOOTING = 184.70
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REINSTATE RAGLAN STREET, MATCH EXISTING TYPE AND DEPTH OF ASPHALT AND GRANULAR BASE
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GENERATOR
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TRANSFORMER
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CONC SDWK
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CONC SIDEWALK
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CONC SIDEWALK
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GRASS
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GRASS
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MATCH INTO EXISTING STREET WITH A 0.5m WIDE GRANULAR 'A' SHOULDER (TYP.)
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BARRIER CURB TERMINATION (TYP.)
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BARRIER CURB TERMINATION (TYP.)
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(20.12 WIDE) (R.P. 282)
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130.74
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N45°39'55"E
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40.57
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N48°58'25"E
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26.80
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N9°03'05"E
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28.20
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N9°43'10"W
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55.64
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N72°15'55"E
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N12°45'05"W
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PRETTY RIVER
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(ORIGINAL CHANNEL)
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RAGLAN STREET
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N10°35'35"W
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66.92
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20.81
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EXISTING SHED
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EXISTING BUILDING
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ASPHALT DRIVEWAY
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EX CONC PAD
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CENTRELINE OF ROAD
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EDGE OF PAVEMENT
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EXISTING DITCH
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TOP OF BANK
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CENTRELINE OF ROAD
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EDGE OF PAVEMENT
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TOP OF BANK
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EXISTING DITCH
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TOP OF BANK
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EXISTING DITCH
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EXISTING GRAVEL TRAIL
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EXISTING GRAVEL TRAIL
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EX 400mm%%C CSP
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TOP OF BANK
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TOP OF BANK
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BURIED CABLE LINE
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BURIED CABLE LINE
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BURIED CABLE LINE
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AERIAL UTILITY LINES
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AERIAL UTILITY LINE
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AERIAL HYDRO LINE
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BURIED CABLE LINE
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BURIED GAS LINE
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BURIED HYDRO LINES
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200%%C SAN
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200%%C SAN
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EX. 400 W/M(APPROXIMATE LOCATION)
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EXISTING EASEMENT
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EXISTING EASEMENT
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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EX 300mm%%C CSP
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PROPOSED RETAINING WALL
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CB3 RIM - 184.82
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OGS1 RIM - 184.87
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CBMH2 RIM - 184.77
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MATCH TO EXISTING GROUND AT 2.0% MIN 6.0% MAX
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A
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A
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MATCH TO EXISTING GROUND AT 2.0% MIN 6.0% MAX
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DEPRESS CURB AT THE END OF DRIVEWAY FOR SNOW PLOW MAINTENANCE
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CONCRETE BARRIER CURB AS PER OPSD 600.110 (TYPICAL)
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SNOW STORAGE
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COVERED PATIO
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ENCLOSED PATIO
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DEPRESS CONCRETE BARRIER CURB FOR BARRIER FREE ACCESS
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DEPRESS CONCRETE BARRIER CURB FOR BARRIER FREE ACCESS
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CB4 RIM - 185.00
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3:1
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GRADE EDGE OF PROPERTY LINE INTO DITCH MAX 3:1 SLOPE
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NTS
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TYPICAL SWALE SECTION
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150mm TOPSOIL AND SOD
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5:1 (3:1 MAX)
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NOTE: IN AREAS WHERE DITCH GRADE IS LESS THAN 2.0% GRADE, INSTALL 150mm SUBDRAIN WITH GEOTEXTILE FILTER SOCK WITH 50mm MATERIAL SURROUNDING THE SUBDRAIN
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REDI-ROCK BLOCK RETAINING WALL
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CONCRETE BARRIER CURB (OPSD 600.110)
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FREE DRAINING GRANULAR BACKFILL
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NTS
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RETAINING WALL DETAIL SECTION 'A-A'
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GRADE TO CURB
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NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ACCEPTANCE PRIOR TO CONSTRUCTION
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CONTRACT DRAWINGS
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CONTRACTOR MUST VERIFY ALL DIMENSIONS
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AND BE RESPONSIBLE FOR SAME. ANY
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DISCREPANCIES MUST BE REPORTED TO THE
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ENGINEER BEFORE COMMENCING WORK.
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DRAWINGS ARE NOT TO BE SCALED.
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C.C. TATHAM & ASSOCIATES LTD. CLAIMS COPYRIGHT
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TO THIS DOCUMENT WHICH MAY NOT BE USED FOR
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ANY PURPOSE OTHER THAN THAT PROVIDED IN THE
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CONTRACT BETWEEN THE OWNER/CLIENT AND THE
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ENGINEER WITHOUT THE EXPRESS CONSENT OF
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C.C. TATHAM & ASSOCIATES LTD.
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NO.
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REVISIONS
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DATE
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INITIAL
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APPROVED
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DESIGN:
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CHECKED:
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DRAWN:
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DATE:
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DWG.
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SCALE:
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JOB NO.
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117253
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REFERRED TO THE TOP OPERATING NUT OF FIRE
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HYDRANT LOCATED ON THE WEST SIDE OF
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RAGLAN STREET JUST SOUTH OF MATTHEW WAY
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TBM 1 ELEV. 186.36
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(AS PER LEGAL SURVEY)
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TOPOGRAPHICAL, LEGAL SURVEY INFORMATION AND LOT DIMENSIONS SHOWN ON THIS PLAN ARE TAKEN FROM A SURVEY PLAN PREPARED BY PATTEN AND THOMSEN, DATED 2016 WHICH MAY NOT BE FINAL AND ARE NOT GUARANTEED. THE FINAL REGISTERED PLAN OF SUBDIVISION SHALL BE REFERRED TO FOR CONFIRMATION OF THE DATA.
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BENCHMARK INFORMATION
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SITE GRADING PLAN
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MJC
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DAM/DFM
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DFM
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1:300
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JAN/18
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1.
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FIRST SUBMISSION
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FEB/18
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DFM
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2.
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SECOND SUBMISSION
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JUNE/18
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DFM
·
·
·
·
·
·
·
BSD-23 DRAFT
TYPICAL DETAIL OF
SILT/SEDIMENT FENCE
REPLACEMENT FENCE LOCATION
Nottawasaga Valley
Conservation Authority
ROMAC = 2.1m
RESTRAINT 1LENGTH (m)
(ROMAC)0
RESTRAINT ONLARGER SIDE (m)
(ROMAC)
4.3
1.8
0.8
0.4
7.0
3.4
1.7
10.9
5.3
2.6
1.4
0.7
0.4
2.2
1.1
0.5
16.7
26.4
6.8
2.8
1.4
0.7
0
16.2
DE-1
TOWN OF COLLINGWOODMEMORY CARE FACILITY
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1. GENERAL REQUIREMENTS GENERAL REQUIREMENTS A. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT WORK TO BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT WORK TO BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT TO BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT TO BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT BE CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT CARRIED OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT OUT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT IN ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT ACCORDANCE WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT WITH TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT TOWN OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT OF COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT COLLINGWOOD STANDARDS, OPSD AND OPSS. WHERE CONFLICT STANDARDS, OPSD AND OPSS. WHERE CONFLICT STANDARDS, OPSD AND OPSS. WHERE CONFLICT OPSD AND OPSS. WHERE CONFLICT OPSD AND OPSS. WHERE CONFLICT AND OPSS. WHERE CONFLICT AND OPSS. WHERE CONFLICT OPSS. WHERE CONFLICT OPSS. WHERE CONFLICT WHERE CONFLICT WHERE CONFLICT WHERE CONFLICT CONFLICT CONFLICT OCCURS, TOWN STANDARDS TO GOVERN. B. THE OWNER'S ENGINEER SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. THE OWNER'S ENGINEER SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. OWNER'S ENGINEER SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. OWNER'S ENGINEER SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. ENGINEER SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. ENGINEER SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. SHALL PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. PROVIDE BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. BENCHMARK ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. ELEVATIONS AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. AND HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. HORIZONTAL REFERENCE ALIGNMENT FOR THE CONTRACTOR. REFERENCE ALIGNMENT FOR THE CONTRACTOR. REFERENCE ALIGNMENT FOR THE CONTRACTOR. ALIGNMENT FOR THE CONTRACTOR. ALIGNMENT FOR THE CONTRACTOR. FOR THE CONTRACTOR. FOR THE CONTRACTOR. THE CONTRACTOR. THE CONTRACTOR. CONTRACTOR. CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE DETAILED LAYOUT OF THE WORK. C. THE CONTRACTOR SHALL OBTAIN A ROAD OCCUPANCY PERMIT FROM PUBLIC WORKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN A ROAD OCCUPANCY PERMIT FROM PUBLIC WORKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. D. ALL SIGNAGE MUST COMPLY WITH APPLICABLE TOWN BYLAWS. ALL SIGNAGE MUST COMPLY WITH APPLICABLE TOWN BYLAWS. E. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND RESPONSIBLE FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND FOR THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND THE PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND PROTECTION OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND OF, AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND FOR THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND THE COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND COST OF REPLACING, LAYOUT STAKES, BENCHMARKS AND OF REPLACING, LAYOUT STAKES, BENCHMARKS AND OF REPLACING, LAYOUT STAKES, BENCHMARKS AND REPLACING, LAYOUT STAKES, BENCHMARKS AND REPLACING, LAYOUT STAKES, BENCHMARKS AND LAYOUT STAKES, BENCHMARKS AND LAYOUT STAKES, BENCHMARKS AND STAKES, BENCHMARKS AND STAKES, BENCHMARKS AND BENCHMARKS AND BENCHMARKS AND AND AND SURVEY BARS, IF DISTURBED DURING CONSTRUCTION. F. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES THE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES CONTRACTOR IS RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES CONTRACTOR IS RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES IS RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES IS RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES RESPONSIBLE FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES FOR PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES PRESERVATION OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES OF ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES ALL EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES EXISTING FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES FACILITIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES AS WELL AS NOTIFYING ALL UTILITY COMPANIES WELL AS NOTIFYING ALL UTILITY COMPANIES WELL AS NOTIFYING ALL UTILITY COMPANIES AS NOTIFYING ALL UTILITY COMPANIES AS NOTIFYING ALL UTILITY COMPANIES NOTIFYING ALL UTILITY COMPANIES NOTIFYING ALL UTILITY COMPANIES ALL UTILITY COMPANIES ALL UTILITY COMPANIES UTILITY COMPANIES UTILITY COMPANIES COMPANIES COMPANIES PRIOR TO COMMENCING WORK AND CO-ORDINATE CONSTRUCTION ACCORDINGLY. G. ENGINEERED FILL COMPACTED TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN ENGINEERED FILL COMPACTED TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN FILL COMPACTED TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN FILL COMPACTED TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN COMPACTED TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN COMPACTED TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN TO 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN 98% SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN SPMDD TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN TO BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN BE USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN USED AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN AS FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN FILL IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN IN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN ALL AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN AREAS WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN WHERE PROPOSED PIPE INVERTS ARE HIGHER THAN PROPOSED PIPE INVERTS ARE HIGHER THAN PROPOSED PIPE INVERTS ARE HIGHER THAN PIPE INVERTS ARE HIGHER THAN PIPE INVERTS ARE HIGHER THAN INVERTS ARE HIGHER THAN INVERTS ARE HIGHER THAN ARE HIGHER THAN ARE HIGHER THAN HIGHER THAN HIGHER THAN THAN THAN EXISTING GRADE OR AS INSTRUCTED BY THE ENGINEER. H. ROCK EXCAVATION TO BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 ROCK EXCAVATION TO BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 EXCAVATION TO BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 EXCAVATION TO BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 TO BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 TO BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 BE IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 IN ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 ACCORDANCE WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 WITH OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 OPSS 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 515. EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 EXCAVATION AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 AND GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 GRADING TO BE IN ACCORDANCE WITH OPSS.MUNI 206 TO BE IN ACCORDANCE WITH OPSS.MUNI 206 TO BE IN ACCORDANCE WITH OPSS.MUNI 206 BE IN ACCORDANCE WITH OPSS.MUNI 206 BE IN ACCORDANCE WITH OPSS.MUNI 206 IN ACCORDANCE WITH OPSS.MUNI 206 IN ACCORDANCE WITH OPSS.MUNI 206 ACCORDANCE WITH OPSS.MUNI 206 ACCORDANCE WITH OPSS.MUNI 206 WITH OPSS.MUNI 206 WITH OPSS.MUNI 206 OPSS.MUNI 206 OPSS.MUNI 206 206 206 AND OPSS.MUNI 510. I. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING UTILITY COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING COMPANIES PRIOR TO COMMENCING WORK AND FOR OBTAINING PRIOR TO COMMENCING WORK AND FOR OBTAINING PRIOR TO COMMENCING WORK AND FOR OBTAINING TO COMMENCING WORK AND FOR OBTAINING TO COMMENCING WORK AND FOR OBTAINING COMMENCING WORK AND FOR OBTAINING COMMENCING WORK AND FOR OBTAINING WORK AND FOR OBTAINING WORK AND FOR OBTAINING AND FOR OBTAINING AND FOR OBTAINING FOR OBTAINING FOR OBTAINING OBTAINING OBTAINING INFORMATION IN REGARD TO EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF IN REGARD TO EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF IN REGARD TO EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF REGARD TO EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF REGARD TO EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF TO EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF TO EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF EXACT LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF LOCATION OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF OF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF BURIED UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF UTILITIES. THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF THIS SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF SHALL INCLUDE EXCAVATION OF INSPECTION HOLES IF INCLUDE EXCAVATION OF INSPECTION HOLES IF INCLUDE EXCAVATION OF INSPECTION HOLES IF EXCAVATION OF INSPECTION HOLES IF EXCAVATION OF INSPECTION HOLES IF OF INSPECTION HOLES IF OF INSPECTION HOLES IF INSPECTION HOLES IF INSPECTION HOLES IF HOLES IF HOLES IF IF IF NECESSARY. THE CONTRACTOR MUST EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND THE CONTRACTOR MUST EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND THE CONTRACTOR MUST EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND CONTRACTOR MUST EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND CONTRACTOR MUST EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND MUST EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND MUST EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND EXERCISE NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND NECESSARY CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND CARE IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND IN CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND CONSTRUCTION OPERATIONS INCLUDING, IF NECESSARY, HAND OPERATIONS INCLUDING, IF NECESSARY, HAND OPERATIONS INCLUDING, IF NECESSARY, HAND INCLUDING, IF NECESSARY, HAND INCLUDING, IF NECESSARY, HAND IF NECESSARY, HAND IF NECESSARY, HAND NECESSARY, HAND NECESSARY, HAND HAND HAND DIGGING TO SAFEGUARD UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS TO SAFEGUARD UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS TO SAFEGUARD UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS SAFEGUARD UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS SAFEGUARD UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS FROM DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS DAMAGE. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS SHALL ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS ARRANGE FOR TEMPORARY SUPPORT OF UTILITY POLES AS FOR TEMPORARY SUPPORT OF UTILITY POLES AS FOR TEMPORARY SUPPORT OF UTILITY POLES AS TEMPORARY SUPPORT OF UTILITY POLES AS TEMPORARY SUPPORT OF UTILITY POLES AS SUPPORT OF UTILITY POLES AS SUPPORT OF UTILITY POLES AS OF UTILITY POLES AS OF UTILITY POLES AS UTILITY POLES AS UTILITY POLES AS POLES AS POLES AS AS AS MAY BE REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR BE REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR BE REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR TO COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR TO COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR COMPLETE THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR THE WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR WORK. THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR THE CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR CONTRACTOR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR IS LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR LIABLE FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR FOR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR ALL DAMAGE TO UTILITIES OCCURRING WITHIN OR DAMAGE TO UTILITIES OCCURRING WITHIN OR DAMAGE TO UTILITIES OCCURRING WITHIN OR TO UTILITIES OCCURRING WITHIN OR TO UTILITIES OCCURRING WITHIN OR UTILITIES OCCURRING WITHIN OR UTILITIES OCCURRING WITHIN OR OCCURRING WITHIN OR OCCURRING WITHIN OR WITHIN OR WITHIN OR OR OR OUTSIDE THE CONTRACT LIMITS CAUSED BY THEIR OPERATIONS. J. THE CONTRACTOR IS TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY THE CONTRACTOR IS TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY CONTRACTOR IS TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY CONTRACTOR IS TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY IS TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY IS TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY TO SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY SUBMIT SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY SAMPLES AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY AND A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY A GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY GRADATION ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY ANALYSIS OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY OF THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY THE PROPOSED GRANULAR MATERIALS FOR APPROVAL BY PROPOSED GRANULAR MATERIALS FOR APPROVAL BY PROPOSED GRANULAR MATERIALS FOR APPROVAL BY GRANULAR MATERIALS FOR APPROVAL BY GRANULAR MATERIALS FOR APPROVAL BY MATERIALS FOR APPROVAL BY MATERIALS FOR APPROVAL BY FOR APPROVAL BY FOR APPROVAL BY APPROVAL BY APPROVAL BY BY BY THE ENGINEER PRIOR TO COMMENCING WORK. K. CONTRACTOR TO PERFORM ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, CONTRACTOR TO PERFORM ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, TO PERFORM ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, TO PERFORM ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, PERFORM ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, PERFORM ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, ALL WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, WORKS IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, IN ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, ACCORDANCE WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, WITH RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL REPORT, AS SPECIFIED IN THE GEOTECHNICAL REPORT, AS SPECIFIED IN THE GEOTECHNICAL REPORT, SPECIFIED IN THE GEOTECHNICAL REPORT, SPECIFIED IN THE GEOTECHNICAL REPORT, IN THE GEOTECHNICAL REPORT, IN THE GEOTECHNICAL REPORT, THE GEOTECHNICAL REPORT, THE GEOTECHNICAL REPORT, GEOTECHNICAL REPORT, GEOTECHNICAL REPORT, REPORT, REPORT, UNLESS OTHERWISE APPROVED BY THE ENGINEER. L. COMPACTING TO OPSS 501 (METHOD A). COMPACTING TO OPSS 501 (METHOD A). M. TRAFFIC CONTROL AND SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT TRAFFIC CONTROL AND SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT CONTROL AND SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT CONTROL AND SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT AND SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT AND SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT SIGNAGE DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT DURING CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT CONSTRUCTION SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT CONFORM TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT TO MUNICIPAL REQUIREMENTS AND THE MOST CURRENT MUNICIPAL REQUIREMENTS AND THE MOST CURRENT MUNICIPAL REQUIREMENTS AND THE MOST CURRENT REQUIREMENTS AND THE MOST CURRENT REQUIREMENTS AND THE MOST CURRENT AND THE MOST CURRENT AND THE MOST CURRENT THE MOST CURRENT THE MOST CURRENT MOST CURRENT MOST CURRENT CURRENT CURRENT ONTARIO CONSTRUCTION REGULATIONS INCLUDING REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL CONSTRUCTION REGULATIONS INCLUDING REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL CONSTRUCTION REGULATIONS INCLUDING REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL REGULATIONS INCLUDING REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL REGULATIONS INCLUDING REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL INCLUDING REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL INCLUDING REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL REGULATION NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL NO. 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL 213 UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL UNDER OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL OHSA AND REFERENCE TO ONTARIO TRAFFIC MANUAL AND REFERENCE TO ONTARIO TRAFFIC MANUAL AND REFERENCE TO ONTARIO TRAFFIC MANUAL REFERENCE TO ONTARIO TRAFFIC MANUAL REFERENCE TO ONTARIO TRAFFIC MANUAL TO ONTARIO TRAFFIC MANUAL TO ONTARIO TRAFFIC MANUAL ONTARIO TRAFFIC MANUAL ONTARIO TRAFFIC MANUAL TRAFFIC MANUAL TRAFFIC MANUAL MANUAL MANUAL BOOK NO. 7. N. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST THE CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST SHALL SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST SHALL SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST SUPPLY ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST ALL NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST NECESSARY WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST WATER AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST AND/OR CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST CALCIUM CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST CHLORIDE AS REQUIRED FOR COMPACTION AND/OR DUST AS REQUIRED FOR COMPACTION AND/OR DUST AS REQUIRED FOR COMPACTION AND/OR DUST REQUIRED FOR COMPACTION AND/OR DUST REQUIRED FOR COMPACTION AND/OR DUST FOR COMPACTION AND/OR DUST FOR COMPACTION AND/OR DUST COMPACTION AND/OR DUST COMPACTION AND/OR DUST AND/OR DUST AND/OR DUST DUST DUST CONTROL. O. CLEAR, GRUB AND DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO CLEAR, GRUB AND DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO GRUB AND DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO GRUB AND DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO AND DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO AND DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO DISPOSE ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO ALL SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO SCRUB, BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO BUSHES, AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO AND TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO TREES IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO IN ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO ACCORDANCE WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO WITH OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO OPSS.MUNI 180 AND OPSS 201 AS REQUIRED TO 180 AND OPSS 201 AS REQUIRED TO 180 AND OPSS 201 AS REQUIRED TO AND OPSS 201 AS REQUIRED TO AND OPSS 201 AS REQUIRED TO OPSS 201 AS REQUIRED TO OPSS 201 AS REQUIRED TO 201 AS REQUIRED TO 201 AS REQUIRED TO AS REQUIRED TO AS REQUIRED TO REQUIRED TO REQUIRED TO TO TO INSTALL WORKS. LIMITS TO BE APPROVED BY THE ENGINEER PRIOR TO PROCEEDING. P. STRIP AND DISPOSE ALL TOPSOIL WITHIN ROADWAY CONSTRUCTION IN ACCORDANCE WITH OPSS.MUNI 510. STRIP AND DISPOSE ALL TOPSOIL WITHIN ROADWAY CONSTRUCTION IN ACCORDANCE WITH OPSS.MUNI 510. Q. EXCESS OR UNSUITABLE MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN EXCESS OR UNSUITABLE MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN OR UNSUITABLE MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN OR UNSUITABLE MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN UNSUITABLE MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN UNSUITABLE MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN OF BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN BY THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN THE CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN CONTRACTOR IN ACCORDANCE WITH OPSS.MUNI 180 AT AN IN ACCORDANCE WITH OPSS.MUNI 180 AT AN IN ACCORDANCE WITH OPSS.MUNI 180 AT AN ACCORDANCE WITH OPSS.MUNI 180 AT AN ACCORDANCE WITH OPSS.MUNI 180 AT AN WITH OPSS.MUNI 180 AT AN WITH OPSS.MUNI 180 AT AN OPSS.MUNI 180 AT AN OPSS.MUNI 180 AT AN 180 AT AN 180 AT AN AT AN AT AN AN AN APPROVED LOCATION AS PART OF THE WORK. R. FOR THE DURATION OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED FOR THE DURATION OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED THE DURATION OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED THE DURATION OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED DURATION OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED DURATION OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED OF THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED THE CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED CONTRACT, MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED MATERIAL THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED THAT BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED BECOMES CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED CONTAMINATED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED DUE TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED TO CONTRACTOR'S ACTIVITY SHALL BE REMOVED CONTRACTOR'S ACTIVITY SHALL BE REMOVED CONTRACTOR'S ACTIVITY SHALL BE REMOVED ACTIVITY SHALL BE REMOVED ACTIVITY SHALL BE REMOVED SHALL BE REMOVED SHALL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED AND REPLACED AT NO EXTRA COST TO THE CONTRACT. S. DEWATERING TO BE CARRIED OUT IN ACCORDANCE WITH OPSS 517 AND OPSS 518 TO MAINTAIN ALL TRENCHES IN A DRY CONDITION. DEWATERING TO BE CARRIED OUT IN ACCORDANCE WITH OPSS 517 AND OPSS 518 TO MAINTAIN ALL TRENCHES IN A DRY CONDITION. T. ALL ENGINE DRIVEN PUMPS TO BE ADEQUATELY SILENCED, SUITABLE FOR OPERATION IN A RESIDENTIAL AREA. ALL ENGINE DRIVEN PUMPS TO BE ADEQUATELY SILENCED, SUITABLE FOR OPERATION IN A RESIDENTIAL AREA. U. ALL PIPE HANDLING AND INSTALLATION MUST BE IN STRICT COMPLIANCE WITH MANUFACTURERS INSTALLATION GUIDES. ALL PIPE HANDLING AND INSTALLATION MUST BE IN STRICT COMPLIANCE WITH MANUFACTURERS INSTALLATION GUIDES. V. PIPE DEFLECTIONS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. PIPE DEFLECTIONS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. W. RIGID PIPE BEDDING, COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND RIGID PIPE BEDDING, COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND PIPE BEDDING, COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND PIPE BEDDING, COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND BEDDING, COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND BEDDING, COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND COVER AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND BACKFILL TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND TO OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND OPSD 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND 802.030 OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND OR OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND OPSD 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND 802.031 CLASS B WITH GRANULAR 'A' FOR BEDDING AND CLASS B WITH GRANULAR 'A' FOR BEDDING AND CLASS B WITH GRANULAR 'A' FOR BEDDING AND B WITH GRANULAR 'A' FOR BEDDING AND B WITH GRANULAR 'A' FOR BEDDING AND WITH GRANULAR 'A' FOR BEDDING AND WITH GRANULAR 'A' FOR BEDDING AND GRANULAR 'A' FOR BEDDING AND GRANULAR 'A' FOR BEDDING AND 'A' FOR BEDDING AND 'A' FOR BEDDING AND FOR BEDDING AND FOR BEDDING AND BEDDING AND BEDDING AND AND AND COVER MATERIAL. BACKFILL SHALL BE PLACED IN LIFTS, A MAXIMUM OF 200 mm THICK. X. FLEXIBLE PIPE EMBEDMENT AND BACKFILL TO OPSD 802.010 WITH GRANULAR 'A' FOR EMBEDMENT MATERIAL. FLEXIBLE PIPE EMBEDMENT AND BACKFILL TO OPSD 802.010 WITH GRANULAR 'A' FOR EMBEDMENT MATERIAL. Y. RIGID PIPE BEDDING, COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY RIGID PIPE BEDDING, COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY PIPE BEDDING, COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY PIPE BEDDING, COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY BEDDING, COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY BEDDING, COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY COVER AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY AND BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY BACKFILL AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY AND FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY FLEXIBLE PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY PIPE EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY EMBEDMENT AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY AND BACKFILL MATERIAL TO BE COMPACTED TO A DRY BACKFILL MATERIAL TO BE COMPACTED TO A DRY BACKFILL MATERIAL TO BE COMPACTED TO A DRY MATERIAL TO BE COMPACTED TO A DRY MATERIAL TO BE COMPACTED TO A DRY TO BE COMPACTED TO A DRY TO BE COMPACTED TO A DRY BE COMPACTED TO A DRY BE COMPACTED TO A DRY COMPACTED TO A DRY COMPACTED TO A DRY TO A DRY TO A DRY A DRY A DRY DRY DRY DENSITY OF AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH OF AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH OF AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH 95% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH PROCTOR MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH MAXIMUM DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH DRY DENSITY (SPMDD). MINIMUM BEDDING DEPTH DENSITY (SPMDD). MINIMUM BEDDING DEPTH DENSITY (SPMDD). MINIMUM BEDDING DEPTH (SPMDD). MINIMUM BEDDING DEPTH (SPMDD). MINIMUM BEDDING DEPTH MINIMUM BEDDING DEPTH MINIMUM BEDDING DEPTH BEDDING DEPTH BEDDING DEPTH DEPTH DEPTH 150mm, MINIMUM COVER 300 mm. Z. CLEAR STONE WRAPPED IN FILTER FABRIC MAY BE SUBSTITUTED FOR EMBEDMENT MATERIAL IF APPROVED BY THE ENGINEER. CLEAR STONE WRAPPED IN FILTER FABRIC MAY BE SUBSTITUTED FOR EMBEDMENT MATERIAL IF APPROVED BY THE ENGINEER. AA. TRENCH BACKFILL TO BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, TRENCH BACKFILL TO BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, BACKFILL TO BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, BACKFILL TO BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, TO BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, TO BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, BE SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, SELECT NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, NATIVE MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, MATERIAL. WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, WHERE NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, NATIVE MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, MATERIAL IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, IS CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, CONSIDERED BY THE ENGINEER TO BE UNSUITABLE, BY THE ENGINEER TO BE UNSUITABLE, BY THE ENGINEER TO BE UNSUITABLE, THE ENGINEER TO BE UNSUITABLE, THE ENGINEER TO BE UNSUITABLE, ENGINEER TO BE UNSUITABLE, ENGINEER TO BE UNSUITABLE, TO BE UNSUITABLE, TO BE UNSUITABLE, BE UNSUITABLE, BE UNSUITABLE, UNSUITABLE, UNSUITABLE, TRENCH BACKFILL SHALL BE IMPORTED SELECT SUBGRADE MATERIAL FROM A LICENSED PIT OR QUARRY. AB. ALL DISTURBED AREAS TO BE REINSTATED TO PREVIOUS CONDITION OR BETTER. ALL DISTURBED AREAS TO BE REINSTATED TO PREVIOUS CONDITION OR BETTER. AC. GENERAL INSTALLATION AND TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS GENERAL INSTALLATION AND TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS INSTALLATION AND TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS INSTALLATION AND TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS AND TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS AND TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS TESTING OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS OF SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS SEWERS, WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS WATERMAIN AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS AND APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS APPURTENANCES TO BE IN ACCORDANCE WITH OPSS 407, OPSS TO BE IN ACCORDANCE WITH OPSS 407, OPSS TO BE IN ACCORDANCE WITH OPSS 407, OPSS BE IN ACCORDANCE WITH OPSS 407, OPSS BE IN ACCORDANCE WITH OPSS 407, OPSS IN ACCORDANCE WITH OPSS 407, OPSS IN ACCORDANCE WITH OPSS 407, OPSS ACCORDANCE WITH OPSS 407, OPSS ACCORDANCE WITH OPSS 407, OPSS WITH OPSS 407, OPSS WITH OPSS 407, OPSS OPSS 407, OPSS OPSS 407, OPSS 407, OPSS 407, OPSS OPSS OPSS 408, OPSS 409 (CCTV), OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS 409 (CCTV), OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS 409 (CCTV), OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 409 (CCTV), OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 409 (CCTV), OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE (CCTV), OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE (CCTV), OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS.MUNI 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 410, OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS.MUNI 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 421, AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE AND OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE OPSS.MUNI 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE 441 AND ALL SPECIFICATIONS REFERENCED WITHIN THESE AND ALL SPECIFICATIONS REFERENCED WITHIN THESE AND ALL SPECIFICATIONS REFERENCED WITHIN THESE ALL SPECIFICATIONS REFERENCED WITHIN THESE ALL SPECIFICATIONS REFERENCED WITHIN THESE SPECIFICATIONS REFERENCED WITHIN THESE SPECIFICATIONS REFERENCED WITHIN THESE REFERENCED WITHIN THESE REFERENCED WITHIN THESE WITHIN THESE WITHIN THESE THESE THESE SECTIONS. AD. ALL STRUCTURES ARE 1200 mm DIA. UNLESS OTHERWISE NOTED. ALL STRUCTURES ARE 1200 mm DIA. UNLESS OTHERWISE NOTED. AE. FROST STRAPS SHALL BE INSTALLED ON ALL MAINTENANCE HOLES AS PER OPSD 701.100. FROST STRAPS SHALL BE INSTALLED ON ALL MAINTENANCE HOLES AS PER OPSD 701.100. AF. STEPS IN ALL STRUCTURES TO OPSD 405.010. STEPS IN ALL STRUCTURES TO OPSD 405.010. AG. PIPE SUPPORT AT ALL STRUCTURES TO OPSD 708.020. PIPE SUPPORT AT ALL STRUCTURES TO OPSD 708.020. AH. THE CONTRACTOR SHALL MAKE THEIR OWN ARRANGEMENTS FOR THE SUPPLY OF TEMPORARY WATER AND POWER. THE CONTRACTOR SHALL MAKE THEIR OWN ARRANGEMENTS FOR THE SUPPLY OF TEMPORARY WATER AND POWER. AI. ALL PVC PIPE TO BE COVERED WHILE STORED ON SITE. ALL PVC PIPE TO BE COVERED WHILE STORED ON SITE. AJ. WATER VALVE BOXES, MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION WATER VALVE BOXES, MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION VALVE BOXES, MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION VALVE BOXES, MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION BOXES, MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION BOXES, MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION MAINTENANCE HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION HOLE AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION AND CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION CATCH BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION BASIN FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION FRAME AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION AND GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION GRATES TO BE SET TO BASE COURSE ASPHALT ELEVATION TO BE SET TO BASE COURSE ASPHALT ELEVATION TO BE SET TO BASE COURSE ASPHALT ELEVATION BE SET TO BASE COURSE ASPHALT ELEVATION BE SET TO BASE COURSE ASPHALT ELEVATION SET TO BASE COURSE ASPHALT ELEVATION SET TO BASE COURSE ASPHALT ELEVATION TO BASE COURSE ASPHALT ELEVATION TO BASE COURSE ASPHALT ELEVATION BASE COURSE ASPHALT ELEVATION BASE COURSE ASPHALT ELEVATION COURSE ASPHALT ELEVATION COURSE ASPHALT ELEVATION ASPHALT ELEVATION ASPHALT ELEVATION ELEVATION ELEVATION AND RAISED PRIOR TO THE PLACEMENT OF SURFACE COURSE ASPHALT. AK. REMOVE AND DISPOSE ORGANIC MATERIAL WITHIN THE EXISTING RIGHT OF WAY AND/OR AS REQUIRED TO COMPLETE THE WORK. REMOVE AND DISPOSE ORGANIC MATERIAL WITHIN THE EXISTING RIGHT OF WAY AND/OR AS REQUIRED TO COMPLETE THE WORK. AL. ALL SIGNAGE MUST COMPLY WITH THE TOWN OF COLLINGWOOD'S SIGN BY-LAW AND A SIGN PERMIT IS REQUIRED. ALL SIGNAGE MUST COMPLY WITH THE TOWN OF COLLINGWOOD'S SIGN BY-LAW AND A SIGN PERMIT IS REQUIRED. 2. ROADS ROADS A. JOINTS WITH EXISTING ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK JOINTS WITH EXISTING ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK WITH EXISTING ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK WITH EXISTING ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK EXISTING ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK EXISTING ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK ASPHALT TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK TO BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK BE SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK SAW CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK CUT STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK STRAIGHT AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK AS DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK DIRECTED BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK BY ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK ENGINEER PRIOR TO PLACING NEW ASPHALT AND TACK PRIOR TO PLACING NEW ASPHALT AND TACK PRIOR TO PLACING NEW ASPHALT AND TACK TO PLACING NEW ASPHALT AND TACK TO PLACING NEW ASPHALT AND TACK PLACING NEW ASPHALT AND TACK PLACING NEW ASPHALT AND TACK NEW ASPHALT AND TACK NEW ASPHALT AND TACK ASPHALT AND TACK ASPHALT AND TACK AND TACK AND TACK TACK TACK COAT APPLIED TO EXISTING ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP APPLIED TO EXISTING ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP APPLIED TO EXISTING ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP TO EXISTING ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP TO EXISTING ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP EXISTING ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP EXISTING ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP ASPHALT. WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP WHERE EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP EXISTING ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP ASPHALT IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP IS THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP THICKER THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP THAN 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP 75 mm, A 350 mm WIDE BY 40 mm DEEP LAP mm, A 350 mm WIDE BY 40 mm DEEP LAP mm, A 350 mm WIDE BY 40 mm DEEP LAP A 350 mm WIDE BY 40 mm DEEP LAP A 350 mm WIDE BY 40 mm DEEP LAP 350 mm WIDE BY 40 mm DEEP LAP 350 mm WIDE BY 40 mm DEEP LAP mm WIDE BY 40 mm DEEP LAP mm WIDE BY 40 mm DEEP LAP WIDE BY 40 mm DEEP LAP WIDE BY 40 mm DEEP LAP BY 40 mm DEEP LAP BY 40 mm DEEP LAP 40 mm DEEP LAP 40 mm DEEP LAP mm DEEP LAP mm DEEP LAP DEEP LAP DEEP LAP LAP LAP JOINT SHALL BE GROUND INTO EXISTING ASPHALT, OTHERWISE A BUTT JOINT SHALL BE USED. B. TACK COAT TO BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE TACK COAT TO BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE COAT TO BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE COAT TO BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE TO BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE TO BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE BE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE APPLIED TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE TO ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE ENTIRE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE SURFACE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE OF BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE BASE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE ASPHALT AT THE TIME OF PLACEMENT OF SURFACE COURSE AT THE TIME OF PLACEMENT OF SURFACE COURSE AT THE TIME OF PLACEMENT OF SURFACE COURSE THE TIME OF PLACEMENT OF SURFACE COURSE THE TIME OF PLACEMENT OF SURFACE COURSE TIME OF PLACEMENT OF SURFACE COURSE TIME OF PLACEMENT OF SURFACE COURSE OF PLACEMENT OF SURFACE COURSE OF PLACEMENT OF SURFACE COURSE PLACEMENT OF SURFACE COURSE PLACEMENT OF SURFACE COURSE OF SURFACE COURSE OF SURFACE COURSE SURFACE COURSE SURFACE COURSE COURSE COURSE ASPHALT. APPLICATION RATE SHALL BE 0.35 kg/m². C. SUBGRADE AND BOULEVARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD SUBGRADE AND BOULEVARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD AND BOULEVARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD AND BOULEVARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD BOULEVARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD BOULEVARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD MATERIAL TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD TO BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD TO A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD A MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD MINIMUM DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD DRY DENSITY OF 95% OF THE MATERIAL'S STANDARD DENSITY OF 95% OF THE MATERIAL'S STANDARD DENSITY OF 95% OF THE MATERIAL'S STANDARD OF 95% OF THE MATERIAL'S STANDARD OF 95% OF THE MATERIAL'S STANDARD 95% OF THE MATERIAL'S STANDARD 95% OF THE MATERIAL'S STANDARD OF THE MATERIAL'S STANDARD OF THE MATERIAL'S STANDARD THE MATERIAL'S STANDARD THE MATERIAL'S STANDARD MATERIAL'S STANDARD MATERIAL'S STANDARD STANDARD STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL MAXIMUM DRY DENSITY (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL MAXIMUM DRY DENSITY (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL DRY DENSITY (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL DRY DENSITY (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL DENSITY (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL DENSITY (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL (SPMDD). SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL SUBGRADE TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL TO BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL BE PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL PROOF ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL ROLLED, INSPECTED AND CERTIFIED BY A GEOTECHNICAL INSPECTED AND CERTIFIED BY A GEOTECHNICAL INSPECTED AND CERTIFIED BY A GEOTECHNICAL AND CERTIFIED BY A GEOTECHNICAL AND CERTIFIED BY A GEOTECHNICAL CERTIFIED BY A GEOTECHNICAL CERTIFIED BY A GEOTECHNICAL BY A GEOTECHNICAL BY A GEOTECHNICAL A GEOTECHNICAL A GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL ENGINEER PRIOR TO PLACING GRANULAR 'B'. D. ALL GRANULAR AND ASPHALT MATERIAL TO BE PLACED IN ACCORDANCE WITH OPSS.MUNI 314 AND OPSS 310. ALL GRANULAR AND ASPHALT MATERIAL TO BE PLACED IN ACCORDANCE WITH OPSS.MUNI 314 AND OPSS 310. E. 100 mm DIA. PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND 100 mm DIA. PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND mm DIA. PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND mm DIA. PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND DIA. PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND DIA. PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND PIPE SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND SUBDRAIN SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND BE PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND PROVIDED WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND WHERE SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND SHOWN ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND ON DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND DRAWINGS, CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND CONSTRUCTED IN ACCORDANCE WITH OPSS 405 AND IN ACCORDANCE WITH OPSS 405 AND IN ACCORDANCE WITH OPSS 405 AND ACCORDANCE WITH OPSS 405 AND ACCORDANCE WITH OPSS 405 AND WITH OPSS 405 AND WITH OPSS 405 AND OPSS 405 AND OPSS 405 AND 405 AND 405 AND AND AND OPSD 216.021, UN-WRAPPED GRANULAR 'A' EMBEDMENT. F. SUBDRAIN TO BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE SUBDRAIN TO BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE TO BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE TO BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE PERFORATED OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE OTHER THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE THAN THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE THE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE 2.0 m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE m SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE SECTION IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE IMMEDIATELY UPSTREAM OF ALL STRUCTURES WHICH SHALL BE UPSTREAM OF ALL STRUCTURES WHICH SHALL BE UPSTREAM OF ALL STRUCTURES WHICH SHALL BE OF ALL STRUCTURES WHICH SHALL BE OF ALL STRUCTURES WHICH SHALL BE ALL STRUCTURES WHICH SHALL BE ALL STRUCTURES WHICH SHALL BE STRUCTURES WHICH SHALL BE STRUCTURES WHICH SHALL BE WHICH SHALL BE WHICH SHALL BE SHALL BE SHALL BE BE BE NON-PERFORATED. G. GRANULAR 'A' AND 'B' TO BE COMPACTED TO 100% OF EACH MATERIAL'S SPMDD. GRANULAR 'A' AND 'B' TO BE COMPACTED TO 100% OF EACH MATERIAL'S SPMDD. H. ASPHALT TO BE COMPACTED TO A MINIMUM OF 92% OF THE MATERIAL'S MAXIMUM RELATIVE DENSITY. ASPHALT TO BE COMPACTED TO A MINIMUM OF 92% OF THE MATERIAL'S MAXIMUM RELATIVE DENSITY. I. CONCRETE BARRIER CURB TO OPSD 600.110 AND OPSS.MUNI 353. CONCRETE BARRIER CURB TO OPSD 600.110 AND OPSS.MUNI 353. J. CURB DEPRESSIONS AT DRIVEWAY IN ACCORDANCE WITH OPSD 350.010. CURB DEPRESSIONS AT DRIVEWAY IN ACCORDANCE WITH OPSD 350.010. K. CURB TERMINATIONS IN ACCORDANCE WITH OPSD 608.010. CURB TERMINATIONS IN ACCORDANCE WITH OPSD 608.010. L. SIDEWALKS TO OPSD 310.010, OPSD 310.030 AND OPSS 351. SUBBASE TO CONSIST OF 150 mm GRANULAR 'A'. SIDEWALKS TO OPSD 310.010, OPSD 310.030 AND OPSS 351. SUBBASE TO CONSIST OF 150 mm GRANULAR 'A'. M. REINSTATEMENT OF DISTURBED AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 REINSTATEMENT OF DISTURBED AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 OF DISTURBED AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 OF DISTURBED AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 DISTURBED AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 DISTURBED AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 AREAS WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 WITHIN BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 BOULEVARDS TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 TO INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 INCLUDE A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 A MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 MINIMUM OF 150 mm OF SCREENED TOPSOIL AND NO. 1 OF 150 mm OF SCREENED TOPSOIL AND NO. 1 OF 150 mm OF SCREENED TOPSOIL AND NO. 1 150 mm OF SCREENED TOPSOIL AND NO. 1 150 mm OF SCREENED TOPSOIL AND NO. 1 mm OF SCREENED TOPSOIL AND NO. 1 mm OF SCREENED TOPSOIL AND NO. 1 OF SCREENED TOPSOIL AND NO. 1 OF SCREENED TOPSOIL AND NO. 1 SCREENED TOPSOIL AND NO. 1 SCREENED TOPSOIL AND NO. 1 TOPSOIL AND NO. 1 TOPSOIL AND NO. 1 AND NO. 1 AND NO. 1 NO. 1 NO. 1 1 1 NURSERY SOD IN ACCORDANCE WITH OPSS 802 AND OPSS 803. N. REINSTATEMENT OF RAGLAN STREET TO MATCH EXISTING TYPE AND DEPTH OF ASPHALT AND GRANULAR BASE REINSTATEMENT OF RAGLAN STREET TO MATCH EXISTING TYPE AND DEPTH OF ASPHALT AND GRANULAR BASE 3. PAVEMENT MARKINGS PAVEMENT MARKINGS A. PAVEMENT MARKINGS REQUIRE 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED PAVEMENT MARKINGS REQUIRE 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED MARKINGS REQUIRE 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED MARKINGS REQUIRE 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED REQUIRE 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED REQUIRE 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED 2 APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED APPLICATIONS OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED OF PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED PAINT FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED FOR NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED NEW ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED ASPHALT. THE SECOND APPLICATION SHALL NOT BE APPLIED THE SECOND APPLICATION SHALL NOT BE APPLIED THE SECOND APPLICATION SHALL NOT BE APPLIED THE SECOND APPLICATION SHALL NOT BE APPLIED SECOND APPLICATION SHALL NOT BE APPLIED SECOND APPLICATION SHALL NOT BE APPLIED APPLICATION SHALL NOT BE APPLIED APPLICATION SHALL NOT BE APPLIED SHALL NOT BE APPLIED SHALL NOT BE APPLIED NOT BE APPLIED NOT BE APPLIED BE APPLIED BE APPLIED APPLIED APPLIED UNTIL THE FIRST IS TACK FREE. B. PAVEMENT MARKINGS SHALL ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY PAVEMENT MARKINGS SHALL ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY MARKINGS SHALL ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY MARKINGS SHALL ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY SHALL ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY SHALL ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY ONLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY BE APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY APPLIED WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY WHEN TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY TEMPERATURE IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY IS ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY ABOVE 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY 10 DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY DEGREES CELSIUS, THE PAVEMENT IS PERFECTLY CELSIUS, THE PAVEMENT IS PERFECTLY CELSIUS, THE PAVEMENT IS PERFECTLY THE PAVEMENT IS PERFECTLY THE PAVEMENT IS PERFECTLY PAVEMENT IS PERFECTLY PAVEMENT IS PERFECTLY IS PERFECTLY IS PERFECTLY PERFECTLY PERFECTLY DRY AND UPON THE AUTHORIZATION OF THE ENGINEER. C. WORK TO BE IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, WORK TO BE IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, TO BE IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, TO BE IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, BE IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, BE IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, IN ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, ACCORDANCE WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, WITH OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 532, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 1712, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 1713 AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, AND OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, OPSS 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, 1714 AND THE ONTARIO TRAFFIC MANUAL BOOK 11, AND THE ONTARIO TRAFFIC MANUAL BOOK 11, AND THE ONTARIO TRAFFIC MANUAL BOOK 11, THE ONTARIO TRAFFIC MANUAL BOOK 11, THE ONTARIO TRAFFIC MANUAL BOOK 11, ONTARIO TRAFFIC MANUAL BOOK 11, ONTARIO TRAFFIC MANUAL BOOK 11, TRAFFIC MANUAL BOOK 11, TRAFFIC MANUAL BOOK 11, MANUAL BOOK 11, MANUAL BOOK 11, BOOK 11, BOOK 11, 11, 11, MINISTRY OF TRANSPORTATION OF ONTARIO. 4. WATERMAIN WATERMAIN A. ALL WATERMAIN AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF ALL WATERMAIN AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF WATERMAIN AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF WATERMAIN AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF IN ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF ACCORDANCE WITH THE TOWN OF COLLINGWOOD AND TOWN OF WITH THE TOWN OF COLLINGWOOD AND TOWN OF WITH THE TOWN OF COLLINGWOOD AND TOWN OF THE TOWN OF COLLINGWOOD AND TOWN OF THE TOWN OF COLLINGWOOD AND TOWN OF TOWN OF COLLINGWOOD AND TOWN OF TOWN OF COLLINGWOOD AND TOWN OF OF COLLINGWOOD AND TOWN OF OF COLLINGWOOD AND TOWN OF COLLINGWOOD AND TOWN OF COLLINGWOOD AND TOWN OF AND TOWN OF AND TOWN OF TOWN OF TOWN OF OF OF COLLINGWOOD WATER DEPARTMENT STANDARDS. B. THRUST PROTECTION TO BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE THRUST PROTECTION TO BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE PROTECTION TO BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE PROTECTION TO BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE TO BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE TO BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE BE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE PROVIDED BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE BY THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE THE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE USE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE OF RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE RESTRAINING GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE GLANDS RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE RESTRAINT SYSTEM TO BE INSTALLED IN ACCORDANCE SYSTEM TO BE INSTALLED IN ACCORDANCE SYSTEM TO BE INSTALLED IN ACCORDANCE TO BE INSTALLED IN ACCORDANCE TO BE INSTALLED IN ACCORDANCE BE INSTALLED IN ACCORDANCE BE INSTALLED IN ACCORDANCE INSTALLED IN ACCORDANCE INSTALLED IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. CLEARANCE BETWEEN WATERMAINS AND SEWERS TO BE A MINIMUM OF 0.50 m VERTICAL OR 2.5 m HORIZONTAL. CLEARANCE BETWEEN WATERMAINS AND SEWERS TO BE A MINIMUM OF 0.50 m VERTICAL OR 2.5 m HORIZONTAL. D. CONTRACTOR SHALL PROVIDE CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, CONTRACTOR SHALL PROVIDE CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, SHALL PROVIDE CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, SHALL PROVIDE CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, PROVIDE CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, PROVIDE CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, CATHODIC PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, PROTECTION ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, ON THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, THE WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, WATER DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, DISTRIBUTION SYSTEM. IN DETERMINING THE MODE OF PROTECTION, SYSTEM. IN DETERMINING THE MODE OF PROTECTION, SYSTEM. IN DETERMINING THE MODE OF PROTECTION, IN DETERMINING THE MODE OF PROTECTION, IN DETERMINING THE MODE OF PROTECTION, DETERMINING THE MODE OF PROTECTION, DETERMINING THE MODE OF PROTECTION, THE MODE OF PROTECTION, THE MODE OF PROTECTION, MODE OF PROTECTION, MODE OF PROTECTION, OF PROTECTION, OF PROTECTION, PROTECTION, PROTECTION, AN ELECTRICAL RESISTIVITY OF 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND ELECTRICAL RESISTIVITY OF 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND ELECTRICAL RESISTIVITY OF 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND RESISTIVITY OF 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND RESISTIVITY OF 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND OF 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND OF 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND 4000-4500 OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND OHM-CM SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND SHOULD BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND BE USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND USED. THE CONTRACTOR SHALL PROPOSE THE METHODS AND THE CONTRACTOR SHALL PROPOSE THE METHODS AND THE CONTRACTOR SHALL PROPOSE THE METHODS AND CONTRACTOR SHALL PROPOSE THE METHODS AND CONTRACTOR SHALL PROPOSE THE METHODS AND SHALL PROPOSE THE METHODS AND SHALL PROPOSE THE METHODS AND PROPOSE THE METHODS AND PROPOSE THE METHODS AND THE METHODS AND THE METHODS AND METHODS AND METHODS AND AND AND MATERIALS TO BE USED FOR APPROVAL BY THE ENGINEER AND TOWN OF COLLINGWOOD WATER DEPARTMENT. E. TERMINATE 1.0 m FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" TERMINATE 1.0 m FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" 1.0 m FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" 1.0 m FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" m FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" m FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" FROM BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" BUILDING C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" C/W CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" CAP, 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" 25 mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" mm DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" DIA. TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" TESTING BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" BLOWOFF WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" WHICH EXTENDS 500 mm ABOVE GRADE AND A 2"x4" EXTENDS 500 mm ABOVE GRADE AND A 2"x4" EXTENDS 500 mm ABOVE GRADE AND A 2"x4" 500 mm ABOVE GRADE AND A 2"x4" 500 mm ABOVE GRADE AND A 2"x4" mm ABOVE GRADE AND A 2"x4" mm ABOVE GRADE AND A 2"x4" ABOVE GRADE AND A 2"x4" ABOVE GRADE AND A 2"x4" GRADE AND A 2"x4" GRADE AND A 2"x4" AND A 2"x4" AND A 2"x4" A 2"x4" A 2"x4" 2"x4" 2"x4" MARKER POST PAINTED BLUE. F. MINIMUM COVER ON WATERMAIN AND SERVICES TO BE 1.7 m. MINIMUM COVER ON WATERMAIN AND SERVICES TO BE 1.7 m. G. ALL GATE VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS ALL GATE VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS GATE VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS GATE VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS VALVES, BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS BENDS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS AND FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS FITTINGS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS TO BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS BE CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS CONNECTED WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS WITH RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS RESTRAINING GLANDS (REGARDLESS IF THRUST PROTECTION IS GLANDS (REGARDLESS IF THRUST PROTECTION IS GLANDS (REGARDLESS IF THRUST PROTECTION IS (REGARDLESS IF THRUST PROTECTION IS (REGARDLESS IF THRUST PROTECTION IS IF THRUST PROTECTION IS IF THRUST PROTECTION IS THRUST PROTECTION IS THRUST PROTECTION IS PROTECTION IS PROTECTION IS IS IS REQUIRED). H. FOLLOWING TESTING, CONTRACTOR SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE FOLLOWING TESTING, CONTRACTOR SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE TESTING, CONTRACTOR SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE TESTING, CONTRACTOR SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE CONTRACTOR SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE CONTRACTOR SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE SHALL OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE OPERATE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE WATER SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE SERVICE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE TO VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE VERIFY FULL FLOW AND PRESSURE AT THE CURB STOP TO THE FULL FLOW AND PRESSURE AT THE CURB STOP TO THE FULL FLOW AND PRESSURE AT THE CURB STOP TO THE FLOW AND PRESSURE AT THE CURB STOP TO THE FLOW AND PRESSURE AT THE CURB STOP TO THE AND PRESSURE AT THE CURB STOP TO THE AND PRESSURE AT THE CURB STOP TO THE PRESSURE AT THE CURB STOP TO THE PRESSURE AT THE CURB STOP TO THE AT THE CURB STOP TO THE AT THE CURB STOP TO THE THE CURB STOP TO THE THE CURB STOP TO THE CURB STOP TO THE CURB STOP TO THE STOP TO THE STOP TO THE TO THE TO THE THE THE SATISFACTION OF THE ENGINEER. I. GENERAL INSTALLATION AND TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN GENERAL INSTALLATION AND TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN INSTALLATION AND TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN INSTALLATION AND TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN AND TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN AND TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN TESTING OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN OF WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN WATERMAIN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN TO BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN BE IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN IN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN ACCORDANCE WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN WITH OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN OPSS.MUNI 421, OPSS.MUNI 701 AND TOWN 421, OPSS.MUNI 701 AND TOWN 421, OPSS.MUNI 701 AND TOWN OPSS.MUNI 701 AND TOWN OPSS.MUNI 701 AND TOWN 701 AND TOWN 701 AND TOWN AND TOWN AND TOWN TOWN TOWN SPECIFICATIONS. ALL WATERMAINS ARE TO BE SWABBED BY THE CONTRACTOR. ALL WATERMAINS ARE TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO WATERMAINS ARE TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO WATERMAINS ARE TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO ARE TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO ARE TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO BE PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO PRESSURE TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO TESTED BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO BY THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO THE CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO CONTRACTOR, WITH A COPY OF THE PRESSURE TEST REPORT SENT TO WITH A COPY OF THE PRESSURE TEST REPORT SENT TO WITH A COPY OF THE PRESSURE TEST REPORT SENT TO A COPY OF THE PRESSURE TEST REPORT SENT TO A COPY OF THE PRESSURE TEST REPORT SENT TO COPY OF THE PRESSURE TEST REPORT SENT TO COPY OF THE PRESSURE TEST REPORT SENT TO OF THE PRESSURE TEST REPORT SENT TO OF THE PRESSURE TEST REPORT SENT TO THE PRESSURE TEST REPORT SENT TO THE PRESSURE TEST REPORT SENT TO PRESSURE TEST REPORT SENT TO PRESSURE TEST REPORT SENT TO TEST REPORT SENT TO TEST REPORT SENT TO REPORT SENT TO REPORT SENT TO SENT TO SENT TO TO TO THE THE TOWN OF COLLINGWOOD WATER DEPARTMENT. TOWN OF COLLINGWOOD WATER DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE OF COLLINGWOOD WATER DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE OF COLLINGWOOD WATER DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE COLLINGWOOD WATER DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE COLLINGWOOD WATER DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE WATER DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE WATER DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE DEPARTMENT WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE WILL PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE PERFORM WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE WATERMAIN DISINFECTION AND MICROBIOLOGICAL TESTING AT THE DISINFECTION AND MICROBIOLOGICAL TESTING AT THE DISINFECTION AND MICROBIOLOGICAL TESTING AT THE AND MICROBIOLOGICAL TESTING AT THE AND MICROBIOLOGICAL TESTING AT THE MICROBIOLOGICAL TESTING AT THE MICROBIOLOGICAL TESTING AT THE TESTING AT THE TESTING AT THE AT THE AT THE THE THE DEVELOPER'S EXPENSE. WATERMAINS ARE NOT TO BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY ARE NOT TO BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY ARE NOT TO BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY NOT TO BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY NOT TO BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY TO BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY TO BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY BE CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY CONNECTED TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY TO THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY THE EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY EXISTING WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY WATERMAIN UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY UNTIL BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY BACTERIOLOGICAL TESTING HAS BEEN SUCCESSFULLY TESTING HAS BEEN SUCCESSFULLY TESTING HAS BEEN SUCCESSFULLY HAS BEEN SUCCESSFULLY HAS BEEN SUCCESSFULLY BEEN SUCCESSFULLY BEEN SUCCESSFULLY SUCCESSFULLY SUCCESSFULLY PASSED. ALL CONNECTIONS TO THE TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY CONNECTIONS TO THE TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY CONNECTIONS TO THE TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY TO THE TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY TO THE TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY THE TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY THE TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY TOWN WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY WATER SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY SYSTEM ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY ARE TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY TO BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY BE INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY INSTALLED BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY THE TOWN OF COLLINGWOOD WATER DEPARTMENT BY TOWN OF COLLINGWOOD WATER DEPARTMENT BY TOWN OF COLLINGWOOD WATER DEPARTMENT BY OF COLLINGWOOD WATER DEPARTMENT BY OF COLLINGWOOD WATER DEPARTMENT BY COLLINGWOOD WATER DEPARTMENT BY COLLINGWOOD WATER DEPARTMENT BY WATER DEPARTMENT BY WATER DEPARTMENT BY DEPARTMENT BY DEPARTMENT BY BY BY LIVE TAP, AT THE DEVELOPER'S EXPENSE. TOWN OF COLLINGWOOD WATER DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. OF COLLINGWOOD WATER DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. OF COLLINGWOOD WATER DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. COLLINGWOOD WATER DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. COLLINGWOOD WATER DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. WATER DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. WATER DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. DEPARTMENT TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. TO RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. RECEIVE AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. AT LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. LEAST 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. 48 HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. HOURS NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. NOTICE OF TESTING, FLUSHING, CHLORINATION, ETC. OF TESTING, FLUSHING, CHLORINATION, ETC. OF TESTING, FLUSHING, CHLORINATION, ETC. TESTING, FLUSHING, CHLORINATION, ETC. TESTING, FLUSHING, CHLORINATION, ETC. FLUSHING, CHLORINATION, ETC. FLUSHING, CHLORINATION, ETC. CHLORINATION, ETC. CHLORINATION, ETC. ETC. ETC. OF THE WATERMAINS. THE WATER AND LABOUR USED IN THE TESTING OF THE WATERMAINS WILL BE RECORDED AND BILLED TO THE CONTRACTOR. J. EACH PROPERTY SHALL HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED EACH PROPERTY SHALL HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED PROPERTY SHALL HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED PROPERTY SHALL HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED SHALL HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED SHALL HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED HAVE ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED ONE SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED SERVICE AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED AND ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED ONE METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED METER (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED (FIRE SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED SERVICE IS NOT METERED). ADDITIONAL METERS CAN BE ADDED IS NOT METERED). ADDITIONAL METERS CAN BE ADDED IS NOT METERED). ADDITIONAL METERS CAN BE ADDED NOT METERED). ADDITIONAL METERS CAN BE ADDED NOT METERED). ADDITIONAL METERS CAN BE ADDED METERED). ADDITIONAL METERS CAN BE ADDED METERED). ADDITIONAL METERS CAN BE ADDED ADDITIONAL METERS CAN BE ADDED ADDITIONAL METERS CAN BE ADDED METERS CAN BE ADDED METERS CAN BE ADDED CAN BE ADDED CAN BE ADDED BE ADDED BE ADDED ADDED ADDED INTERNALLY TO MEASURE THE WATER USE FOR EACH UNIT. K. BACKFLOW PREVENTION DEVICES PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A BACKFLOW PREVENTION DEVICES PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A PREVENTION DEVICES PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A PREVENTION DEVICES PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A DEVICES PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A DEVICES PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A PER OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A OBC AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A AND THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A THE TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A TOWN'S WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A WATER BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A BYLAW TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A TO BE PROVIDED INTERNAL TO THE BUILDING. IT IS A BE PROVIDED INTERNAL TO THE BUILDING. IT IS A BE PROVIDED INTERNAL TO THE BUILDING. IT IS A PROVIDED INTERNAL TO THE BUILDING. IT IS A PROVIDED INTERNAL TO THE BUILDING. IT IS A INTERNAL TO THE BUILDING. IT IS A INTERNAL TO THE BUILDING. IT IS A TO THE BUILDING. IT IS A TO THE BUILDING. IT IS A THE BUILDING. IT IS A THE BUILDING. IT IS A BUILDING. IT IS A BUILDING. IT IS A IT IS A IT IS A IS A IS A A A REQUIREMENT THESE DEVICES BE TESTED AND CERTIFIED ANNUALLY. E. STORM SEWER STORM SEWER A. MAINTENANCE HOLES TO OPSD 701.010 MAINTENANCE HOLES TO OPSD 701.010 B. CATCHBASIN MANHOLES FRAMES AND COVERS PER OPSD 400.020. CATCHBASIN MANHOLES FRAMES AND COVERS PER OPSD 400.020. C. STORM SEWER SHALL BE CCTV INSPECTED. STORM SEWER SHALL BE CCTV INSPECTED. D. UNDERGROUND STORAGE SYSTEM - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, UNDERGROUND STORAGE SYSTEM - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, STORAGE SYSTEM - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, STORAGE SYSTEM - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, SYSTEM - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, SYSTEM - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, - CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, CULTEC RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, RECHARGER HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, HEAVY DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, DUTY 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, 150XLHD CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, CHAMBERS, CULTEC HVLV FC-24 FEED CONNECTORS, CULTEC HVLV FC-24 FEED CONNECTORS, CULTEC HVLV FC-24 FEED CONNECTORS, HVLV FC-24 FEED CONNECTORS, HVLV FC-24 FEED CONNECTORS, FC-24 FEED CONNECTORS, FC-24 FEED CONNECTORS, FEED CONNECTORS, FEED CONNECTORS, CONNECTORS, CONNECTORS, CULTEC NO. 20L POLYETHYLENE LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH NO. 20L POLYETHYLENE LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH NO. 20L POLYETHYLENE LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH 20L POLYETHYLENE LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH 20L POLYETHYLENE LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH POLYETHYLENE LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH POLYETHYLENE LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH LINER, CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH CULTEC NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH NO. 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH 410 NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH NON-WOVEN GEOTEXTILE - INSTALLED IN ACCORDANCE WITH GEOTEXTILE - INSTALLED IN ACCORDANCE WITH GEOTEXTILE - INSTALLED IN ACCORDANCE WITH - INSTALLED IN ACCORDANCE WITH - INSTALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 6. SANITARY SEWERS SANITARY SEWERS A. PRECAST MAINTENANCE HOLES SHALL BE IN ACCORDANCE WITH OPSD 701.010 C/W BENCHING TO OPSD 701.021. PRECAST MAINTENANCE HOLES SHALL BE IN ACCORDANCE WITH OPSD 701.010 C/W BENCHING TO OPSD 701.021. B. FRAMES AND GRATES TO OPSD 401.010 (TYPE 'A'), CLOSED COVER. FRAMES AND GRATES TO OPSD 401.010 (TYPE 'A'), CLOSED COVER. C. SANITARY SERVICE TO TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED SANITARY SERVICE TO TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED SERVICE TO TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED SERVICE TO TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED TO TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED TO TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED TERMINATE 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED 1.0 m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED m FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED FROM THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED THE BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED BUILDING WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED WITH WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED WATERTIGHT CAP AND 38 mm x 89 mm MARKER POST PAINTED CAP AND 38 mm x 89 mm MARKER POST PAINTED CAP AND 38 mm x 89 mm MARKER POST PAINTED AND 38 mm x 89 mm MARKER POST PAINTED AND 38 mm x 89 mm MARKER POST PAINTED 38 mm x 89 mm MARKER POST PAINTED 38 mm x 89 mm MARKER POST PAINTED mm x 89 mm MARKER POST PAINTED mm x 89 mm MARKER POST PAINTED x 89 mm MARKER POST PAINTED x 89 mm MARKER POST PAINTED 89 mm MARKER POST PAINTED 89 mm MARKER POST PAINTED mm MARKER POST PAINTED mm MARKER POST PAINTED MARKER POST PAINTED MARKER POST PAINTED POST PAINTED POST PAINTED PAINTED PAINTED GREEN. D. RADIUS BENDS TO BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER RADIUS BENDS TO BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER BENDS TO BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER BENDS TO BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER TO BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER TO BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER BE USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER USED ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER ON ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER ALL SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER CONNECTIONS WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER WHERE THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER THE ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER ANGLE OF CONNECTION BETWEEN THE SERVICE AND SEWER OF CONNECTION BETWEEN THE SERVICE AND SEWER OF CONNECTION BETWEEN THE SERVICE AND SEWER CONNECTION BETWEEN THE SERVICE AND SEWER CONNECTION BETWEEN THE SERVICE AND SEWER BETWEEN THE SERVICE AND SEWER BETWEEN THE SERVICE AND SEWER THE SERVICE AND SEWER THE SERVICE AND SEWER SERVICE AND SEWER SERVICE AND SEWER AND SEWER AND SEWER SEWER SEWER EXCEEDS 90°.E. KOR-N-SEAL GASKETS TO BE USED AT ALL MAINTENANCE HOLE CONNECTIONS. KOR-N-SEAL GASKETS TO BE USED AT ALL MAINTENANCE HOLE CONNECTIONS. 7. MATERIALS MATERIALS A. SANITARY SERVICES - SDR 35 PVC, COLOUR GREEN. SANITARY SERVICES - SDR 35 PVC, COLOUR GREEN. B. WATERMAIN - DUCTILE IRON CLASS 52, CONDUCTIVITY CONNECTORS TO BE USED ON ALL JOINTS. WATERMAIN - DUCTILE IRON CLASS 52, CONDUCTIVITY CONNECTORS TO BE USED ON ALL JOINTS. C. VALVES - RESILIENT SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE VALVES - RESILIENT SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE - RESILIENT SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE - RESILIENT SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE RESILIENT SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE RESILIENT SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE SEATED, RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE RSGV, MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE MECHANICAL JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE JOINT, OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE OPEN LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE LEFT CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE CLOW OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE OR MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE MUELLER WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE WITH 5 SL-48 SLIDING VALVE BOX. PROVIDE 5 SL-48 SLIDING VALVE BOX. PROVIDE 5 SL-48 SLIDING VALVE BOX. PROVIDE SL-48 SLIDING VALVE BOX. PROVIDE SL-48 SLIDING VALVE BOX. PROVIDE SLIDING VALVE BOX. PROVIDE SLIDING VALVE BOX. PROVIDE VALVE BOX. PROVIDE VALVE BOX. PROVIDE BOX. PROVIDE BOX. PROVIDE PROVIDE PROVIDE PROVIDE VALVE STEM EXTENSIONS WHERE WATERMAIN EXCEEDS 1.7m DEPTH. D. MECHANICAL JOINT DUCTILE FITTINGS - AWWA/ANSI C153/A21.53. MECHANICAL JOINT DUCTILE FITTINGS - AWWA/ANSI C153/A21.53. E. RESTRAINT SYSTEM - ROMAC GRIPPING FOR JOINT RESTRAINTS, ROMAC 600 SERIES FOR BELL RESTRAINTS. RESTRAINT SYSTEM - ROMAC GRIPPING FOR JOINT RESTRAINTS, ROMAC 600 SERIES FOR BELL RESTRAINTS. F. LIVE TAP SADDLES - EPOXY COATED WITH STAINLESS STEEL BOLTS. LIVE TAP SADDLES - EPOXY COATED WITH STAINLESS STEEL BOLTS. G. LIVE TAP VALVE - RESILIENT SEATED RSGV, LIVE TAP VALVE, OPEN LEFT MUELLER. LIVE TAP VALVE - RESILIENT SEATED RSGV, LIVE TAP VALVE, OPEN LEFT MUELLER. H. FILTER FABRIC - TERRAFIX 270R OR APPROVED EQUAL. FILTER FABRIC - TERRAFIX 270R OR APPROVED EQUAL. I. SUBDRAINS - PERFORATED BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SUBDRAINS - PERFORATED BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR - PERFORATED BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR - PERFORATED BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR PERFORATED BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR PERFORATED BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR BIG 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR 'O' SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SUBDRAIN OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SOLID BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR BIG 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR 'O' SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SUBDRAIN (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR (AS SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR SPECIFIED) WITH GEOTEXTILE FILTER SOCK OR WITH GEOTEXTILE FILTER SOCK OR WITH GEOTEXTILE FILTER SOCK OR GEOTEXTILE FILTER SOCK OR GEOTEXTILE FILTER SOCK OR FILTER SOCK OR FILTER SOCK OR SOCK OR SOCK OR OR OR APPROVED EQUAL. J. STORM SEWER - HDPE OPEN PROFILE BELL & SPIGOT (BOSS 2000 AND MIN. PIPE STIFFNESS = 320 kPa). STORM SEWER - HDPE OPEN PROFILE BELL & SPIGOT (BOSS 2000 AND MIN. PIPE STIFFNESS = 320 kPa). K. OIL GRIT SEPARATOR - HYDRO FIRST DEFENSE FD-4HC OIL GRIT SEPARATOR - HYDRO FIRST DEFENSE FD-4HC L. ALL SPECIFIED AGGREGATES TO OPSS.MUNI. 1010. ALL SPECIFIED AGGREGATES TO OPSS.MUNI. 1010. M. INSULATION - STYROFOAM HIGHLOAD 40 EXTRUDED POLYSTYRENE FOAM INSULATION, 50mm THICK SHEETS.INSULATION - STYROFOAM HIGHLOAD 40 EXTRUDED POLYSTYRENE FOAM INSULATION, 50mm THICK SHEETS.
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NO.
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REVISION
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A.S.C
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DRAWN:
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DATE
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APR'D
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APR'D:
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NTS
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SCALE:
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03.03.06
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DATE:
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STEEL "TEE" BAR POSTS 50mm x 50mm
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x 1.8m LONG SPACED 2500mm O.C. WITH
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TOP 200mm SPRAY PAINTED FLORESCENT
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ORANGE
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150mm (6") PAGE WIRE FENCING
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ATTACHED TO POSTS
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WOVEN GEOTEXTILE ATTACHED,
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FOLDED OVER, AND WIRE
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LOOPED TO FENCE.
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FABRIC FOLDED OVER
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TOP OF FENCE
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1.1m MIN.
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2500mm MAX
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STABILIZED MATERIAL. FABRIC TO BE FOLDED OVER TOP OF FENCE
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7. GEOTEXTILE FABRIC TO BE COMPRISED OF WOVEN OR NON-WOVEN U.V.
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6. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN.
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IN TRENCH WITH CLEAR STONE.
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5. FROZEN GROUND CONDITIONS REQUIRE FILTER FABRIC TO BE BACKFILLED
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4. STEEL 'T' BAR POSTS ARE TO BE SPACED MAX. 2500mm ON CENTER.
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95% INSITU SOIL STRENGTH.
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OR TRENCH METHODS WITH COMPACTION OF TRENCH MATERIAL MEETING
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FABRIC TOED INTO THE SOIL A MIN. OF 300mm BY EITHER STATIC SLICING
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3. SILT/SEDIMENT CONTROL FENCE SHALL BE INSTALLED WITH FILTER MEDIA
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VOLUME 2 "CHART F4-3C TOPOGRAPHIC FACTOR LS BASED ON SLOPE
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SEDIMENT YIELD ON SLOPES THAT CONFORM TO MTO DRAINAGE MANUAL
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2. SILT/SEDIMENT CONTROL FENCE IS TO BE LOCATED IN AREAS OF LOW
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OVERLAND FLOW.
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1. SILT CONTROL FENCE SHOULD BE ALIGNED WITH CONTOURS FOR SHEET
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NOTES:
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BACKFILL
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COMPACTED NATIVE SOIL
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FILTER FABRIC
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PAGE WIRE FENCE
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STEEL 'T' BAR POST
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600
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300
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MIN.
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MIN.
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600
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MINIMUM SETBACK FROM PROPERTY LIMITS/TOP OF BANK: 3m
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FASTEN FABRIC WITH WIRE TIES
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MIN. 300mm AND WIRE FASTENED.
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LENGTH AND GRADIENT."
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DIRECTION OF FLOW
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AREA OF SILT BUILD UP
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2.0%
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2.0%
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CONCRETE BARRIER CURB (OPSD 600.110)
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150 mm TOPSOIL AND SOD
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40 mm HL3 SURFACE COURSE ASPHALT 80 mm HL8 BINDER COURSE ASPHALT 150 mm GRANULAR 'A' 300 mm GRANULAR 'B'
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2.0%
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3.0%
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3.0%
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TYPICAL PARKING LOT CROSS SECTION NTS
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SUBDRAIN IN AREAS WITHOUT UNDERGROUND WATER STORAGE
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FIGURE 3 TEE
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FIGURE 1 HORIZONTAL BEND
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FIGURE 4 DEAD END
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FIGURE 2 VERTICAL BEND
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CHARACTERISTICS USED TO CALCULATE RESTRAINT LENGTH: PIPE MATERIAL: PVC PVC SOIL TYPE: ML (INORGANIC SILTS, VERY FINE SANDS, SILTY OR ML (INORGANIC SILTS, VERY FINE SANDS, SILTY OR CLAYEY FINE SANDS, ROCK FLAIR) SAFETY FACTOR: 1.5 TO 1 1.5 TO 1 TRENCH TYPE: 5 (PIPE BEDDED IN COMPACT GRANULAR MATERIAL) 5 (PIPE BEDDED IN COMPACT GRANULAR MATERIAL) DEPTH OF BURY: 1.52m (5 ft) 1.52m (5 ft) TEST PRESSURE: 1035 kPa (150 p.s.i.) 1035 kPa (150 p.s.i.) PROGRAM: ROMAC INDUSTRIES - THRUST RESTRAINT CALCULATOR ROMAC INDUSTRIES - THRUST RESTRAINT CALCULATOR
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45°
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90°
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22.5°
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BEND ANGLE
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45°
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90°
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22.5°
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250
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150
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PIPE DIA.
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RESTRAINT LENGTH (m)
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RESTRAINT 1 LENGTH (m)
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RESTRAINT 2 LENGTH (m)
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HORIZONTAL BEND
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VERTICAL BEND
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RESTRAINT LENGTH (m)
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DEAD END (NO BEND ANGLE)
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NOMINAL PIPE DIA.
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BRANCH PIPE DIA.
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150
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150
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TEES
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TABLE 1: PIPE RESTRAINT SCHEDULE FOR PVC PIPE (ALL JOINTS AND BELLS LOCATED WITHIN THE CALCULATED RESTRAINT LENGTH SHALL BE RESTRAINED WITH APPROVED BELL AND JOINT RESTRAINTS)
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TABLE 2: PIPE RESTRAINT SCHEDULE FOR PVC TEES (ALL JOINTS AND BELLS LOCATED WITHIN THE CALCULATED RESTRAINT LENGTH SHALL BE RESTRAINED WITH APPROVED BELL AND JOINT RESTRAINTS)
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JOINT RESTRAINT (TYP.)
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BELL RESTRAINT (TYP.)
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BELL RESTRAINT (TYP.)
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JOINT RESTRAINT (TYP.)
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BELL RESTRAINT (TYP.)
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JOINT RESTRAINT (TYP.)
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CAP
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BELL RESTRAINT (TYP.)
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JOINT RESTRAINT (TYP.)
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NOTES: 1. CONTRACTOR TO REPORT IN WRITING TO THE ENGINEER ANY CONTRACTOR TO REPORT IN WRITING TO THE ENGINEER ANY TO REPORT IN WRITING TO THE ENGINEER ANY TO REPORT IN WRITING TO THE ENGINEER ANY REPORT IN WRITING TO THE ENGINEER ANY REPORT IN WRITING TO THE ENGINEER ANY IN WRITING TO THE ENGINEER ANY IN WRITING TO THE ENGINEER ANY WRITING TO THE ENGINEER ANY WRITING TO THE ENGINEER ANY TO THE ENGINEER ANY TO THE ENGINEER ANY THE ENGINEER ANY THE ENGINEER ANY ENGINEER ANY ENGINEER ANY ANY ANY CHANGES TO SOIL OR SITE CHARACTERISTIC THAT MAY ALTER THE TO SOIL OR SITE CHARACTERISTIC THAT MAY ALTER THE TO SOIL OR SITE CHARACTERISTIC THAT MAY ALTER THE SOIL OR SITE CHARACTERISTIC THAT MAY ALTER THE SOIL OR SITE CHARACTERISTIC THAT MAY ALTER THE OR SITE CHARACTERISTIC THAT MAY ALTER THE OR SITE CHARACTERISTIC THAT MAY ALTER THE SITE CHARACTERISTIC THAT MAY ALTER THE SITE CHARACTERISTIC THAT MAY ALTER THE CHARACTERISTIC THAT MAY ALTER THE CHARACTERISTIC THAT MAY ALTER THE THAT MAY ALTER THE THAT MAY ALTER THE MAY ALTER THE MAY ALTER THE ALTER THE ALTER THE THE THE PIPE RESTRAINT CALCULATION. 2. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THRUST THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THRUST CONTRACTOR IS RESPONSIBLE TO CONFIRM THRUST CONTRACTOR IS RESPONSIBLE TO CONFIRM THRUST IS RESPONSIBLE TO CONFIRM THRUST IS RESPONSIBLE TO CONFIRM THRUST RESPONSIBLE TO CONFIRM THRUST RESPONSIBLE TO CONFIRM THRUST TO CONFIRM THRUST TO CONFIRM THRUST CONFIRM THRUST CONFIRM THRUST THRUST THRUST RESTRAINT REQUIREMENTS WITH THE PIPE AND RESTRAINT REQUIREMENTS WITH THE PIPE AND RESTRAINT REQUIREMENTS WITH THE PIPE AND RESTRAINT WITH THE PIPE AND RESTRAINT WITH THE PIPE AND RESTRAINT THE PIPE AND RESTRAINT THE PIPE AND RESTRAINT PIPE AND RESTRAINT PIPE AND RESTRAINT AND RESTRAINT AND RESTRAINT RESTRAINT RESTRAINT MANUFACTURERS. 3. VALVES TO BE RESTRAINED ON BOTH SIDES AS IF THEY ARE VALVES TO BE RESTRAINED ON BOTH SIDES AS IF THEY ARE TO BE RESTRAINED ON BOTH SIDES AS IF THEY ARE TO BE RESTRAINED ON BOTH SIDES AS IF THEY ARE BE RESTRAINED ON BOTH SIDES AS IF THEY ARE BE RESTRAINED ON BOTH SIDES AS IF THEY ARE RESTRAINED ON BOTH SIDES AS IF THEY ARE RESTRAINED ON BOTH SIDES AS IF THEY ARE ON BOTH SIDES AS IF THEY ARE ON BOTH SIDES AS IF THEY ARE BOTH SIDES AS IF THEY ARE BOTH SIDES AS IF THEY ARE SIDES AS IF THEY ARE SIDES AS IF THEY ARE AS IF THEY ARE AS IF THEY ARE IF THEY ARE IF THEY ARE THEY ARE THEY ARE ARE ARE DEAD ENDS.
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11.25°
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11.25°
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FINISHED GRADE
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MIN. COVER ON LOWSIDE PIPE: STAR PIPE = 2.0m
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LARGER PIPE DIA.
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SMALLER PIPE DIA.
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REDUCERS
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-
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-
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-
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-
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250
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150
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250
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150
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DETAILS AND NOTES
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CONTRACT DRAWINGS
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CONTRACTOR MUST VERIFY ALL DIMENSIONS
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AND BE RESPONSIBLE FOR SAME. ANY
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DISCREPANCIES MUST BE REPORTED TO THE
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ENGINEER BEFORE COMMENCING WORK.
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DRAWINGS ARE NOT TO BE SCALED.
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C.C. TATHAM & ASSOCIATES LTD. CLAIMS COPYRIGHT
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TO THIS DOCUMENT WHICH MAY NOT BE USED FOR
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ANY PURPOSE OTHER THAN THAT PROVIDED IN THE
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CONTRACT BETWEEN THE OWNER/CLIENT AND THE
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ENGINEER WITHOUT THE EXPRESS CONSENT OF
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C.C. TATHAM & ASSOCIATES LTD.
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NO.
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REVISIONS
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DATE
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INITIAL
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APPROVED
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DESIGN:
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CHECKED:
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DRAWN:
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DATE:
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DWG.
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SCALE:
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JOB NO.
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117253
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REFERRED TO THE TOP OPERATING NUT OF FIRE
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HYDRANT LOCATED ON THE WEST SIDE OF
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RAGLAN STREET JUST SOUTH OF MATTHEW WAY
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TBM 1 ELEV. 186.36
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(AS PER LEGAL SURVEY)
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TOPOGRAPHICAL, LEGAL SURVEY INFORMATION AND LOT DIMENSIONS SHOWN ON THIS PLAN ARE TAKEN FROM A SURVEY PLAN PREPARED BY PATTEN AND THOMSEN, DATED 2016 WHICH MAY NOT BE FINAL AND ARE NOT GUARANTEED. THE FINAL REGISTERED PLAN OF SUBDIVISION SHALL BE REFERRED TO FOR CONFIRMATION OF THE DATA.
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BENCHMARK INFORMATION
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DFM
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DAM/DFM
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AS NOTED
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JAN/18
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JPA
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1.
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FIRST SUBMISSION
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FEB/18
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DFM
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2.
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SECOND SUBMISSION
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JUNE/18
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DFM
GENERAL
CULTEC NO. 20L POLYETHELYENE IS UTILIZED AS AN UNDERLAYMENT OF THE
SEPARATOR ROW TO PREVENT SCOURING CAUSED BY WATER MOVEMENT WITHIN THE
CULTEC CHAMBERS.
CULTEC NO. 410 NON-WOVEN GEOTEXTILE IS USED TO LAY OVER THE SEPARATOR ROW
TO PREVENT FINES FROM MIGRATING INTO THE OVER STORAGE CHAMBERS.
FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS
GENERAL
CULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL
MANIFOLD FOR CULTEC RECHARGER 150XLHD STORMWATER CHAMBERS.
CHAMBER PARAMETERS
1. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED
CONNECTOR SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 mm) WIDE AND 24.2
INCHES (614 mm) LONG.
2. THE HVLV FC-24 FEED CONNECTOR WILL FIT INTO THE SIDE PORTALS OF THE
CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED
CONNECTIONS CREATING AN INTERNAL MANIFOLD.
CULTEC RECHARGER® 150XLHD SPECIFICATIONS
GENERAL
1. THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB
METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS,
HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS.
2. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 150XLHD
ARE 470 mm TALL, 838 mm WIDE AND 3.35 m LONG. THE INSTALLED LENGTH OF A
JOINED RECHARGER 150XLHD IS 3.12 m.
3. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 300 mm.
4. THE CHAMBER HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24 FEED
CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL INSIDE
DIMENSIONS OF EACH SIDE PORTAL IS 216 mm HIGH BY 304 mm WIDE. MAXIMUM
ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 260 mm.
5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV® FC-24 FEED
CONNECTOR IS 305 mm TALL, 406 mm WIDE AND 615 mm LONG.
6. THE RECHARGER 150XLHD CHAMBER HAVE THIRTY DISCHARGE HOLES BORED
INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL CONVEYANCE
OF WATER.
7. THE HVLV® FC-24 FEED CONNECTOR UNITS WILL FIT INTO THE SIDE PORTALS OF
THE RECHARGER 150XLHD AND ACT AS CROSS FEED CONNECTIONS.
8. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE
PART ALONG THE LENGTH OF THE CHAMBER.
9. THE SEPARATOR ROW END CHAMBERS HAVE A RAISED INTEGRAL CAP AT THE
TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS THE
INSPECTION PORT OR CLEAN-OUT.
200Ø PVC - U/S INV. 184.18
CATCH BASIN
300Ø PVC - U/S INV. 183.88
DE-2
TOWN OF COLLINGWOODMEMORY CARE FACILITY
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80 ORIFICEINV: 184.06
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50 ORIFICEINV: 183.84
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ORIFICE PLATE TO BE TIGHTLY SEALED AGAINST ROUNDED INTERIOR OF STORM MAINTENANCE HOLE USING RUBBER GASKET OR CAULKING
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12.7mm THICK GALVANIZED STEEL ORIFICE PLATE BOLTED IN PLACE USING STAINLESS STEEL 13 x 95 LG. CONCRETE WEDGEANCHORS OR APPROVED EQUAL
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ORIFICE PLATE DETAIL NTS
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375mm PVC PIPE
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ELEV-183.69
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RECHARGER 150XLHD HEAVY DUTY CHAMBER (TYP.)
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PARKING LOT
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ELEV-184.46
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ELEV-183.84
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CULTEC NO.410 NON-WOVEN GEOTEXTILE OVER SEPARATOR ROW.
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CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH SEPARATOR ROW
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25mm -50mm WASHEDCRUSHED STONE
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95% COMPACTED FILL
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TERRAFIX 270R FILTER FABRIC OR APPROVED EQUAL.
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ELEV-185.03 (MIN.)
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CULTEC NO.410 NON-WOVEN GEOTEXTILE OVER SEPARATOR ROW.
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CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH SEPARATOR ROW
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NEENAH FOUNDRY MODEL R-5900-A (OR EQUAL) HEAVY DUTY FRAME AND LID
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PAVEMENT
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300mm SDR-35/SCH.40 PVC COLLAR
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FIELD PLACED CLASS "C" (32MPa) CONCRETE
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MAINTAIN 150mm CLEARANCE BETWEEN HEAVY DUTY LID AND PVC CLEAN-OUT CAP
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150mm SDR-35/SCH.40 PVC ENDCAP CLEANOUT ADAPTER W/ SCREW-IN CAP
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150mm SDR-35/SCH.40 PVC RISER
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150mm SDR-35/SCH.40 PVC COUPLING
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TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO MATCH O.D. OF 150mm INSPECTION PORT PIPE
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150mm SDR-35/SCH.40 PVC (INSERTED 200mm INTO CHAMBER)
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8.4m-300mm STM. @ 0.5%
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INLET INV. 184.11
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CULTEC RECHARGER 150XLHD UNDERGROUND STORAGE SYSTEM (INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS)
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C
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C
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OUTLET INV. 183.84
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24.5m-300mm PVC STM. HYDRAULIC CONNECTION @ 0.0%
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150XLEHD
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INSPECTION PORT (SEE DETAIL 'B')
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HVLV FC-24 FEED CONNECTORS (TYP.)
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HVLV FC-24 FEED CONNECTORS (TYP.)
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200mm OVERFLOW PIPE @ 0.7%
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INLET INV. 183.84
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SEPARATOR ROW
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INSPECTION PORT (SEE DETAIL 'B')
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SEPARATOR ROW
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HVLV FC-24 FEED CONNECTORS (TYP.)
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HVLV FC-24 FEED CONNECTORS (TYP.)
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FLOW
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CATCHBASIN GRATE
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NOTE: GOSS TRAP TO BE MANUFACTURED BY "C.B. TRAP" OR APPROVED EQUAL
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GOSS TRAP NTS
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CATCHBASIN WALL
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200mm DIA. CLEANOUT PLUG
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150mm TRAP
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150 X 300 mm OUTLET
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GROUT
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GROUT
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FLOW
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DETAILS AND NOTES
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CONTRACT DRAWINGS
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CONTRACTOR MUST VERIFY ALL DIMENSIONS
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AND BE RESPONSIBLE FOR SAME. ANY
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DISCREPANCIES MUST BE REPORTED TO THE
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ENGINEER BEFORE COMMENCING WORK.
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DRAWINGS ARE NOT TO BE SCALED.
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C.C. TATHAM & ASSOCIATES LTD. CLAIMS COPYRIGHT
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TO THIS DOCUMENT WHICH MAY NOT BE USED FOR
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ANY PURPOSE OTHER THAN THAT PROVIDED IN THE
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CONTRACT BETWEEN THE OWNER/CLIENT AND THE
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ENGINEER WITHOUT THE EXPRESS CONSENT OF
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C.C. TATHAM & ASSOCIATES LTD.
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NO.
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REVISIONS
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DATE
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INITIAL
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APPROVED
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DESIGN:
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CHECKED:
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DRAWN:
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DATE:
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DWG.
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SCALE:
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JOB NO.
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117253
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REFERRED TO THE TOP OPERATING NUT OF FIRE
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HYDRANT LOCATED ON THE WEST SIDE OF
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RAGLAN STREET JUST SOUTH OF MATTHEW WAY
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TBM 1 ELEV. 186.36
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(AS PER LEGAL SURVEY)
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TOPOGRAPHICAL, LEGAL SURVEY INFORMATION AND LOT DIMENSIONS SHOWN ON THIS PLAN ARE TAKEN FROM A SURVEY PLAN PREPARED BY PATTEN AND THOMSEN, DATED 2016 WHICH MAY NOT BE FINAL AND ARE NOT GUARANTEED. THE FINAL REGISTERED PLAN OF SUBDIVISION SHALL BE REFERRED TO FOR CONFIRMATION OF THE DATA.
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BENCHMARK INFORMATION
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DFM
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AS NOTED
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JAN/18
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JPA
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FIRST SUBMISSION
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FEB/18
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DFM
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INSPECTION PORT DETAIL 'B' SCALE: NTS
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UNDERGROUND STORAGE SYSTEM GENERAL NOTES
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SECTION 'C-C' SCALE: NTS
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UNDERGROUND STORAGE DETAIL SCALE: 1:100
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2.
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SECOND SUBMISSION
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DFM