LIMIT OF CONTRACT STA. 10+580 Around/Road-Design-Construction... · match proposed road design...
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LIMIT OF CONTRACT STA. 10+580 LIMIT OF CONTRACT STA. 19+971
Transcript of LIMIT OF CONTRACT STA. 10+580 Around/Road-Design-Construction... · match proposed road design...
LIMIT OF
CONTRACT
STA. 10+580
LIM
IT
O
F
CO
NT
RA
CT
ST
A. 19+
971
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EX. VAULT
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V3614
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V1842
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V3613
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V134
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VC
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V133A
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VC V3926
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VC V7620
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V7556
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V7554
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V7555
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H3882
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#89 RUDY MAK SURVEYING LTD.
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STA. 10+589
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STA. 10+594
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STA. 10+633
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STA. 10+624
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STA. 10+608
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STA. 10+596
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STA. 10+728
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STA. 10+726
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STA. 10+620
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STA. 10+699
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Wa-23R
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NEW
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Wa-123t
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STA. 10+708
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STA. 10+636
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NEW
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NEW
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NEW
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STA. 10+603
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STA. 10+605
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STA. 10+714
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STA. 10+684
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EX ASPHALT DRIVEWAY
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EX. WM
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EX. TRANSMISSION MAIN 900mm
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EX. TRANSMISSION MAIN 750mm
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EX. WM 300mm PVC
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EX. TRANSMISSION MAIN 500mm
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EX. TRANSMISSION MAIN 500mm
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EX. WM 400mm D.I.
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EX. WM 200mm PVC (ABANDONED)
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EX. WM 200mm PVC
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EX. WM 300mm (TO BE ABANDONED) D.I.
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EX. WM 500mm CPP
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EX. WM 500mm CPP
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EX. 600mm SAN. SEW. (ABANDONED)
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EX DITCH
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EX TOP OF BANK
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EX. W.S.
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WV
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WV
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WV
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WV
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WV
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WV
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3:1
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3:1
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20+027.1
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2.0m CONCRETE SIDEWALK
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1.8m CONCRETE SIDEWALK
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CURB AND GUTTER OPSD 600.040
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BARRIER CURB OPSD 600.110
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R=0.6m
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R=0.6m
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R=0.6m
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R=0.6m
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R=12.5m
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R=12.5m
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R=12.5m
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CURB AND GUTTER OPSD 600.040
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CONNECT EXISTING SANITARY SEWER TO PROPOSED MANHOLE
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CONNECT TO EXISTING 300mm PVC WATERMAIN WITH NEW VALVE AND 300X400 REDUCER
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CONCRETE SIDEWALK, RAMPS, AND TACTILE PLATES PER BSD-316
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CONCRETE SIDEWALK, RAMPS, AND TACTILE PLATES PER BSD-317
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX BCRY RAILROAD
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EX BCRY RAILROAD
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PROP 400mm PVC WATERMAIN
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CONNECT TO EXISTING MANHOLE
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(ABANDONED)
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(ABANDONED)
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LIMIT OF FULL DEPTH RECONSTRUCTION
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R=12.5m
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EX PROPERTY LINE
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EX PROPERTY LINE
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MATCH EXISTING ASPHALT DWY
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PROPOSED DITCH
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LIMIT OF GRADING
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CURB AND GUTTER OPSD 600.040
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PROP. STM CBMH1
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PROPOSED 400mm WATERMAIN
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45°BEND
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45°BEND
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45° BEND
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CONNECT TO EXISTING WATERMAIN WITH 400x300x400 TEE
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PROP CB3 S. INV. 275.85
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PROP CB1 SE. INV. 276.77
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(TO BE ABANDONED)
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LIMIT OF GRADING
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INSTALL 400mm WATERMAIN IN CASING UNDER BCRY TRACKS AS PER BSD-521
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CURB TRANSITION OPSD 608.010
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CURB TRANSITION OPSD 608.010
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CURB TRANSITION OPSD 608.010
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CURB TRANSITION OPSD 608.010
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CONCRETE SIDEWALK, RAMPS, AND TACTILE PLATES PER BSD-317
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INSTALL NEW 25mm WATER SERVICE AS PER BSD-502 AND CONNECT TO EXISTING AT PROPERTY LINE
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CONNECT TO EXISTING WATERMAIN WITH NEW VALVE
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LIMIT OF GRADING
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ADJUST VALVE CHAMBER TO FINAL GRADES
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CURB AND GUTTER OPSD 600.040
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CAP EXISTING 400mm WATERMAIN
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ADJUST VALVE CHAMBER TO FINAL GRADE
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LIMIT OF GRADING
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PROPOSED HYDRANT & VALVE T/F 279.00 STA. 10+620
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WV
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WV
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REPLACE WITH NEW 300mm WATER VALVE
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WV
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REPLACE WITH NEW 300mm WATER VALVE
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PROP. STM CBMH2
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PROPOSED HYDRANT & VALVE T/F 277.40 STA. 10+71010+710
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WV
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PRECAST VALVE CHAMBER VC VXXXXX AS PER BSD-525 (SEE SHEET VC1 FOR DETAILS)
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PROP 400mm PVC WATERMAIN
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106.5m-600mm SAN @ 0.7%
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CONNECT EXISTING SANITARY SEWER TO PROPOSED MANHOLE
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SHIFT EX. DITCH TO FACILITATE HYDRANT PAD
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3.0m
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CONNECT NEW MH TO EXISTING STORM SEWERS
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NORTH DITCH
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NORTH DITCH
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SOUTH DITCH
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EX BELL CONDUIT
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EX. BELL CONDUIT
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EX BELL CONDUIT
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EX 400mm%%C D.I. WATERMAIN
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EX 500mm%%C CPP WATERMAIN
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EX 500mm%%C CPP WATERMAIN
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EX 200mm%%C PVC W/M
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EX 900mm%%C TRANSMISSION WATERMAIN
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EX 750mm%%C TRANSMISSION WATERMAIN
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EX 500mm%%C TRANSMISSION WATERMAIN
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MATCH PROPOSED ROAD DESIGN (DWG PP9 - PART 'A' CONTRACT) AT STATION 10+580 ELEV. 279.95
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EX 750mm BUTTERFLY VALVE CHAMBER
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EX 400mm D.I.WATERMAIN
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MATCH PROPOSED DITCH DESIGN BY HATCH (DWG PP9) AT STATION 10+580 ELEV. 278.67
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PROPOSED 400mm WATERMAIN
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PROPOSED 400x400 TEE
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PROPOSED 45° BEND
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PROPOSED 45° BEND
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MATCH EXISTING 400mm WATERMAIN
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EX ROAD PROFILE
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PROP ROAD PROFILE
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EX 600mm SAN. SEW. (ABANDONED)
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EX 600mm SAN. SEW. (ABANDONED)
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PROP 300mm STM. SEW.
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PROPOSED SOUTH DITCH
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0.5m MIIN. VERTICAL CLEARANCE
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BAYVIEW DRIVE
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PROPOSED 400mm PVC WATERMAIN
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RESTRAIN W/M FROM 6.0m WEST OF BEND TO CONNECTION
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RESTRAIN W/M FROM 6.0m WEST OF BEND TO CONNECTION
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PROPOSED FIRE HYDRANT STA. 10+620 FLANGE ELEV. 279.00
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PROPOSED 45° BEND
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PROPOSED FIRE HYDRANT STA. 10+710 FLANGE ELEV. 278.10
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GAD
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WALL
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ROAD
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FIRMAN
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PATTON
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CRES.
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HARWOOD
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KNICELY
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GOSNEY
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ROAD
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WYNES
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HERRELL
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EL
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ST.
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RR
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AVENUE
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L
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PICKETT
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HE
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AVENUE
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HURONIA
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DRIVE
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CRESCENT
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ROAD
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ROAD
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ROAD
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PLACE
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McCONKEY
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GRAND
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PLACE
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BLVD.
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ARMSTRONG
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LITTLE AVENUE
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BRISTOW CRT.
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HAMILTON RD.
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Y
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HI
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LL
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CR
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EST
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R
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D.
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LAND
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DRIVE
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DORIS
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ON
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BYR
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CRES.
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ME
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A
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RID
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GE
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AVE.
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DO
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W
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WA
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BROADMOOR
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BAYVIEW
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CAROL
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DRIVE
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AVE
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CRT
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FITZROY
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ROAD
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CHARLES
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TERRACE
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LITTLE AVENUE
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BAYVIEW DRIVE
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CRESCENT
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WILSON COURT
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AN
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CHURCHILL DRIVE
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ELLIS
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WELHAM
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COURT
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BAYVIEW DRIVE
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BIG BAY POINT ROAD
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MOLLARD
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TRUM
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WELHAM ROAD
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DRIVE
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CHIEFTAIN
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ROAD
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ROAD
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MAPLEVIEW DRIVE EAST
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DRIVE
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BARRIE
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DRIVE
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VIEW
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SAUNDERS
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HIGHWAY No. 400
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ROAD
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WEBB
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B.C.R.Y. BEETON SUB.
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WELHAM
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ROAD
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(PRINCIPAL BRANCH LINE)
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MAYES
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CRT.
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PARK
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WAY
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CONCERT
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NORTH VILLAGE
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SOUTH
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WAY
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WAY
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WAY
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CONCERT
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VILLAGE
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WAY
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PLACE
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BLVD.
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EIGHT
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LI
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E
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V
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BCRY RAILROAD
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N
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0
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0
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5.0m
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10.0m
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DATE
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GENERAL NOTES
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NO.
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REVISIONS
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APPROVED
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SCALE HOR.
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REVIEWED
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DESIGN
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VERT.
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DATE
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DRAWN
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CONTRACT NO.
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SHEET NO.
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BIG BAY POINT ROAD & BAYVIEW DRIVE INTERSECTION IMPROVEMENTS CITY OF BARRIE
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BENCH MARKS
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ENGINEERING DEPARTMENT
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TP/DDOH
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NOV 2017
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BFS
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SKR
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2018-002T
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REFER TO CURRENT CITY OF BARRIE STANDARDS FOR APPLICABLE GENERAL NOTES. EXISTING UTILITY INFORMATION SHOWN IS APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD. EXISTING UTILITY INFORMATION PROVIDED BY multiVIEW DATED JUNE 6, 2017.
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BEARING NOTE
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DISTANCE NOTE
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BEARINGS HEREIN ARE GRID BEARINGS AND ARE DERIVED FROM CONTROL MONUMENTS 03120080022 (N=4915161.491, E=603825.428) AND 00119673109 (N=4915700.133, E=604482.055). AND ARE REFERRED TO THE CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE) IN ZONE, 17 AND ARE BASED ON NAD27 (76 ADJUSTMENT).
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DISTANCES SHOWN HEREON ARE GROUND DISTANCES AND CAN BE CONVERTED TO GRID DISTANCES BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996884
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HORIZONTAL CONTROL MONUMENT - 03120040011
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SOUTHEAST CORNER OF BIG BAY POINT ROAD AND WELHAM ROAD @ SOUTH SIDE OF DITCH. NOTE: A PROTECTIVE WATER VALVE COVER HAS BEEN PLACED OVER MONUMENT CAP. (N=4912498.122, E=605008.027)
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VERTICAL CONTROL MONUMENT - 010865460
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274.238m - ROCKWELL INTERNATIONAL BUILDING ON WEST SIDE OF BAYVIEW DRIVE IN THE CITY OF BARRIE. TABLET IS SET HORIZONTALLY IN EAST FACE OF CONCRETE FOUNDATION, 43.2m WEST OF CENTERLINE OF BAYVIEW DRIVE, 32cm SOUTH OF NORTHEAST CORNER OF BUILDING, FLUSH WITH GRADE.
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1.
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ISSUED FOR TENDER
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JUNE/18
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SKR
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PP1
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BIG BAY POINT ROAD
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KEY PLAN N.T.S.
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1:250
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1:50
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PLAN + PROFILE
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STA. 10+580 TO STA. 10+730
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MATCHLINE STA 10+580
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MATCHLINE STA 10+730
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SEE SHEET PP2
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BAYVIEW DRIVE
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PP1
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1:250
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1:50
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PLAN + PROFILE
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STA. 10+580 TO STA. 10+730
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SEE SHEET PP4
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SEE DWG PP9 - PART 'A' CONTRACT
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NOTE: 1. EXISTING UTILITIES TO BE RELOCATED (BY OTHERS). EXISTING UTILITIES TO BE RELOCATED (BY OTHERS). 2. ALL EXISTING VALVES, FRAMES AND GRATES TO BE ALL EXISTING VALVES, FRAMES AND GRATES TO BE ADJUSTED TO BASE AND FINAL ASPHALT GRADES AS REQUIRED. 3. ALL PROPOSED SANITARY, STORM AND WATERMAIN ALL PROPOSED SANITARY, STORM AND WATERMAIN TO BE INSTALLED VIA OPEN CUT, BCRY TRACK WORK (BY OTHERS).
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SEE SHEET PP4
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BELL MH
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#375 BAYVIEW DRIVE BARRIE GARDEN CENTRE
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#333 GARAGA INC.
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#323 ROYAL TANK LINES
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STA. 10+808
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Wa-23R
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NEW
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NEW
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STA. 10+733
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EX ASPHALT DRIVEWAY
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EX ASPHALT DRIVEWAY
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EX. TRANSMISSION MAIN 900mm
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EX. WM 300mm (TO BE ABANDONED) D.I.
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EX. WM 500mm CPP
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EX. WM 300mm (TO BE ABANDONED) D.I.
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EX. WM 500mm CPP
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2:1 MAX
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EX DITCH
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EX DITCH
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EX TOP OF BANK
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EX TOP OF BANK
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75.0m-825mm STM 2.4%
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2:1 MAX
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2:1 MAX
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2:1
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2:1
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2:1 MAX
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CURB AND GUTTER OPSD 600.040
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BARRIER CURB OPSD 600.110
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R=0.6m
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1.8m CONCRETE SIDEWALK
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LIMIT OF CONCRETE SIDEWALK
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CURB OUTLET PER OPSD 605.030
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RELOCATED 12.8m 900mm CSP CULVERT
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX BCRY RAILROAD
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MATCH EXISTING GRAVEL DWY
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10+824.5
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10+824.5
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5:1 TAPER
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11 sq.m R-10 RIP RAP, 300mm THICK, HAND LAID OVER TERRAFIX 270R FILTER FABRIC. OPSD 810.010
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PROPOSED DITCH
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LIMIT OF GRADING
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MATCH EXISTING ASPHALT DWY
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R=5.0m
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R=5.0m
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CURB OUTLET PER OPSD 605.010
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10+824.5
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EX PROPERTY LINE
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PROP 400mm WATERMAIN
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PROP 400mm WATERMAIN
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PROPOSED EDGE OF PAVEMENT
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EX PROPERTY LINE
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(TO BE ABANDONED)
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(TO BE ABANDONED)
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LIMIT OF GRADING
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LIMIT OF GRADING
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LIMIT OF GRADING
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10+767.4
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CURB AND GUTTER OPSD 600.040
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CURB AND GUTTER OPSD 600.040
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WV
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PROPOSED HYDRANT & VALVE T/F 276.19 STA. 10+80010+800
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N
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SOUTH DITCH
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SOUTH DITCH
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NORTH DITCH
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NORTH DITCH
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EX. BELL CONDUIT
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EX. BELL MH.
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3.7mX1.9mX2.0m
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TYPE 'A'
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EX. BELL CONDUIT
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EX. 900mm%%C TRANSMISSION WATERMAIN
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EX. 900mm%%C TRANSMISSION WATERMAIN
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PROPOSED 400mm PVC WATERMAIN
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PROPOSED 400mm PVC WATERMAIN
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EX ROAD PROFILE
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PROP ROAD PROFILE
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PROPOSED SOUTH DITCH
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PROPOSED SOUTH DITCH
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RELOCATED 900mm CSP CULVERT W INV. 273.77 E INV. 273.28
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PROPOSED FIRE HYDRANT STA. 10+800 FLANGE ELEV. 276.40
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GAD
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WALL
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ROAD
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FIRMAN
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PATTON
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CRES.
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HARWOOD
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KNICELY
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GOSNEY
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ROAD
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WYNES
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HERRELL
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EL
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ST.
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RR
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AVENUE
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L
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PICKETT
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HE
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AVENUE
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HURONIA
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DRIVE
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CRESCENT
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ROAD
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ROAD
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ROAD
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PLACE
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McCONKEY
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GRAND
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PLACE
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BLVD.
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ARMSTRONG
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LITTLE AVENUE
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BRISTOW CRT.
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HAMILTON RD.
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Y
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HI
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LL
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CR
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EST
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R
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D.
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LAND
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DRIVE
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DORIS
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ON
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BYR
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CRES.
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ME
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A
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RID
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GE
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AVE.
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DO
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W
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WA
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BROADMOOR
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BAYVIEW
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CAROL
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DRIVE
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AVE
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CRT
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FITZROY
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ROAD
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CHARLES
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TERRACE
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LITTLE AVENUE
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BAYVIEW DRIVE
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CRESCENT
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WILSON COURT
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AN
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CHURCHILL DRIVE
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ELLIS
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WELHAM
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COURT
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BAYVIEW DRIVE
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BIG BAY POINT ROAD
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MOLLARD
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TRUM
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WELHAM ROAD
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DRIVE
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CHIEFTAIN
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ROAD
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ROAD
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MAPLEVIEW DRIVE EAST
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DRIVE
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BARRIE
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DRIVE
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VIEW
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SAUNDERS
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HIGHWAY No. 400
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ROAD
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WEBB
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B.C.R.Y. BEETON SUB.
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WELHAM
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ROAD
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(PRINCIPAL BRANCH LINE)
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MAYES
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CRT.
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PARK
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WAY
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CONCERT
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NORTH VILLAGE
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SOUTH
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WAY
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WAY
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WAY
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CONCERT
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VILLAGE
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WAY
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PLACE
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BLVD.
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EIGHT
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LI
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E
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V
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BCRY RAILROAD
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0
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0
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5.0m
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10.0m
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DATE
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GENERAL NOTES
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NO.
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REVISIONS
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APPROVED
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SCALE HOR.
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REVIEWED
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DESIGN
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VERT.
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DATE
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DRAWN
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CONTRACT NO.
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SHEET NO.
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BIG BAY POINT ROAD & BAYVIEW DRIVE INTERSECTION IMPROVEMENTS CITY OF BARRIE
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BENCH MARKS
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ENGINEERING DEPARTMENT
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TP/DDOH
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NOV 2017
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BFS
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SKR
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2018-002T
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REFER TO CURRENT CITY OF BARRIE STANDARDS FOR APPLICABLE GENERAL NOTES. EXISTING UTILITY INFORMATION SHOWN IS APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD. EXISTING UTILITY INFORMATION PROVIDED BY multiVIEW DATED JUNE 6, 2017.
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BEARING NOTE
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DISTANCE NOTE
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BEARINGS HEREIN ARE GRID BEARINGS AND ARE DERIVED FROM CONTROL MONUMENTS 03120080022 (N=4915161.491, E=603825.428) AND 00119673109 (N=4915700.133, E=604482.055). AND ARE REFERRED TO THE CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE) IN ZONE, 17 AND ARE BASED ON NAD27 (76 ADJUSTMENT).
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DISTANCES SHOWN HEREON ARE GROUND DISTANCES AND CAN BE CONVERTED TO GRID DISTANCES BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996884
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HORIZONTAL CONTROL MONUMENT - 03120040011
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SOUTHEAST CORNER OF BIG BAY POINT ROAD AND WELHAM ROAD @ SOUTH SIDE OF DITCH. NOTE: A PROTECTIVE WATER VALVE COVER HAS BEEN PLACED OVER MONUMENT CAP. (N=4912498.122, E=605008.027)
AutoCAD SHX Text
VERTICAL CONTROL MONUMENT - 010865460
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274.238m - ROCKWELL INTERNATIONAL BUILDING ON WEST SIDE OF BAYVIEW DRIVE IN THE CITY OF BARRIE. TABLET IS SET HORIZONTALLY IN EAST FACE OF CONCRETE FOUNDATION, 43.2m WEST OF CENTERLINE OF BAYVIEW DRIVE, 32cm SOUTH OF NORTHEAST CORNER OF BUILDING, FLUSH WITH GRADE.
AutoCAD SHX Text
1.
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ISSUED FOR TENDER
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JUNE/18
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SKR
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PP2
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BIG BAY POINT ROAD
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KEY PLAN N.T.S.
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1:250
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1:50
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PLAN + PROFILE
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STA. 10+730 TO STA. 10+880
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MATCHLINE STA 10+730
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MATCHLINE STA 10+880
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SEE SHEET PP3
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PP2
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1:250
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1:50
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PLAN + PROFILE
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STA. 10+730 TO STA. 10+880
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SEE SHEET PP1
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NOTE: 1. EXISTING UTILITIES TO BE RELOCATED (BY EXISTING UTILITIES TO BE RELOCATED (BY OTHERS). 2. ALL EXISTING VALVES, FRAMES AND GRATES TO ALL EXISTING VALVES, FRAMES AND GRATES TO BE ADJUSTED TO BASE AND FINAL ASPHALT GRADES AS REQUIRED. 3. ALL PROPOSED SANITARY, STORM AND ALL PROPOSED SANITARY, STORM AND WATERMAIN TO BE INSTALLED VIA DIRECTIONAL DRILLING UNDER BCRY TRACKS. 4. REFER TO DWG GC-1 FOR GRADE CROSSING REFER TO DWG GC-1 FOR GRADE CROSSING IMPROVEMENTS.
LIMIT OF
PAVEMENT MARKINGS
STA. 10+923
LIMIT OF
CONSTRUCTION
STA. 11+000
LIMIT OF
CONTRACT
STA. 11+030
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EX GATE
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#101 DUNCOR ENTERPRISES INC.
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#101 DUNCOR ENTERPRISES INC.
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#121 BARRIE SOUTHEND PUBLIC STORAGE
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STA. 10+921
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60.0m TAPER
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MATCH EXISTING
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115.0m TAPER
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EX. TRANSMISSION MAIN 900mm
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EX. W.S.
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EX. WM 300mm (TO BE ABANDONED) D.I.
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EX. W.S. 150mm PVC
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EX. WM 500mm CPP
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EX. WM 300mm (TO BE ABANDONED) D.I.
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EX. W.S. 100mm
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EX. W.S. 200mm FIRE SERVICE
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2:1 MAX
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EX DITCH
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EX DITCH
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EX DITCH
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EX TOP OF BANK
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EX TOP OF BANK
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2:1 MAX
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2:1 MAX
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2:1 MAX
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2:1 MAX
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EX. WM 300mm (TO BE ABANDONED) D.I.
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6%
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6%
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6%
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6%
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2:1 MAX
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EX EDGE OF PAVEMENT
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EX EDGE OF PAVEMENT
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2:1 MAX
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2:1 MAX
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6%
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6%
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EX GRAVEL SHLD.
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EX GRAVEL SHLD.
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EX GRAVEL SHLD.
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EX GRAVEL SHLD.
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EX EDGE OF PAVEMENT
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MATCH EXISTING
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX BCRY RAILROAD
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GRAVEL SHOULDER (TYP.)
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MATCH EXISTING SHOULDER
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15.6 sq.m R-10 RIP RAP, 300mm THICK, HAND LAID OVER TERRAFIX 270R FILTER FABRIC. OPSD 810.010
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CURB OUTLET PER OPSD 605.010
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CONCRETE CURB TERMINATION OPSD 608.010
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10+884.5
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14.2 sq.m R-10 RIP RAP, 300mm THICK, HAND LAID OVER TERRAFIX 270R FILTER FABRIC. OPSD 810.010
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MATCH EXISTING ASPHALT DWY
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PROPOSED DITCH
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PROPOSED DITCH
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LIMIT OF GRADING
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RELOCATED 27.0m 900mm CSP CULVERT
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MATCH EXISTING
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EX PROPERTY LINE
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PROP 400mm WATERMAIN
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400x200x400 TEE
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PROPOSED EDGE OF PAVEMENT
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RECONNECT EXISTING SERVICES TO PROPOSED WATERMAIN
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EX PROPERTY LINE
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CONNECT TO EXISTING 300mm D.I. WITH 45° BEND
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LIMIT OF GRADING
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(TO BE ABANDONED)
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10+923.2
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R=5.0m
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R=5.0m
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PROPOSED DITCH
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WV
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45°BEND
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PROPOSED HYDRANT T/F 274.45 STA. 10+890
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GRAVEL SHOULDER
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GRAVEL SHOULDER
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EX. W.S. 100mm
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EX. W.S. 200mm
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WATER & FIRE SERVICE TO BE MECHANICALLY RESTRAINED FROM TEES TO CONNECTIONS AT PROPERTY LINE
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400x100x400 TEE
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CAP PROPOSED CB LEAD FOR FUTURE CONNECTION
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N
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NORTH DITCH
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SOUTH DITCH
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SOUTH DITCH
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SOUTH DITCH
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NORTH DITCH
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NORTH DITCH
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EX. BELL CONDUIT
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EX. BELL CONDUIT
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EX. BELL CONDUIT
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EX. 900mm%%C TRANSMISSION WATERMAIN
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10:1
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PROPOSED 400x200x400 TEE
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EX ROAD PROFILE
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PROP ROAD PROFILE
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INV. 270.51
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RELOCATED 900mm CSP CULVERT W INV. 270.50 E INV. 270.37
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EX ROAD PROFILE
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MATCH EXISTING
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PROPOSED SOUTH DITCH
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PROPOSED SOUTH DITCH
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PROPOSED SOUTH DITCH
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PROPOSED FIRE HYDRANT STA. 10+890 FLANGE ELEV. 274.45
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MATCH EXISTING
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PROPOSED 400x100x400 TEE
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CONNECT TO EX. 300mm D.I. W/M WITH 400x300 REDUCER (ELEVATION AND LOCATION TO BE FIELD VERIFIED)
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EX. 300mm%%C D.I. WATERMAIN
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RESTRAIN W/M FROM 6.0m WEST OF TEES TO 6m BEYOND CONNECTION
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GAD
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WALL
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ROAD
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FIRMAN
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PATTON
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CRES.
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HARWOOD
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KNICELY
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GOSNEY
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ROAD
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WYNES
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HERRELL
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EL
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ST.
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RR
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AVENUE
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L
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PICKETT
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HE
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AVENUE
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HURONIA
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DRIVE
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CRESCENT
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ROAD
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ROAD
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ROAD
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PLACE
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McCONKEY
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GRAND
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PLACE
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BLVD.
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ARMSTRONG
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LITTLE AVENUE
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BRISTOW CRT.
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HAMILTON RD.
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Y
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HI
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LL
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CR
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EST
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R
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D.
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LAND
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DRIVE
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DORIS
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ON
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BYR
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CRES.
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ME
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A
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RID
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GE
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AVE.
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DO
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W
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WA
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BROADMOOR
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BAYVIEW
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CAROL
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DRIVE
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AVE
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CRT
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FITZROY
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ROAD
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CHARLES
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TERRACE
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LITTLE AVENUE
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BAYVIEW DRIVE
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CRESCENT
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WILSON COURT
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AN
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CHURCHILL DRIVE
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ELLIS
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WELHAM
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COURT
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BAYVIEW DRIVE
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BIG BAY POINT ROAD
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MOLLARD
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TRUM
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WELHAM ROAD
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DRIVE
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CHIEFTAIN
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ROAD
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ROAD
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MAPLEVIEW DRIVE EAST
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DRIVE
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BARRIE
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DRIVE
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VIEW
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SAUNDERS
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HIGHWAY No. 400
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ROAD
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WEBB
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B.C.R.Y. BEETON SUB.
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WELHAM
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ROAD
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(PRINCIPAL BRANCH LINE)
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MAYES
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CRT.
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PARK
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WAY
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CONCERT
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NORTH VILLAGE
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SOUTH
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WAY
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WAY
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WAY
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CONCERT
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VILLAGE
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WAY
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PLACE
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BLVD.
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EIGHT
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LI
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E
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V
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BCRY RAILROAD
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0
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0
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5.0m
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10.0m
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DATE
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GENERAL NOTES
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NO.
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REVISIONS
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APPROVED
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SCALE HOR.
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REVIEWED
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DESIGN
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VERT.
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DATE
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DRAWN
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CONTRACT NO.
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SHEET NO.
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BIG BAY POINT ROAD & BAYVIEW DRIVE INTERSECTION IMPROVEMENTS CITY OF BARRIE
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BENCH MARKS
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ENGINEERING DEPARTMENT
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TP/DDOH
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NOV 2017
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BFS
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SKR
AutoCAD SHX Text
2018-002T
AutoCAD SHX Text
REFER TO CURRENT CITY OF BARRIE STANDARDS FOR APPLICABLE GENERAL NOTES. EXISTING UTILITY INFORMATION SHOWN IS APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD. EXISTING UTILITY INFORMATION PROVIDED BY multiVIEW DATED JUNE 6, 2017.
AutoCAD SHX Text
BEARING NOTE
AutoCAD SHX Text
DISTANCE NOTE
AutoCAD SHX Text
BEARINGS HEREIN ARE GRID BEARINGS AND ARE DERIVED FROM CONTROL MONUMENTS 03120080022 (N=4915161.491, E=603825.428) AND 00119673109 (N=4915700.133, E=604482.055). AND ARE REFERRED TO THE CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE) IN ZONE, 17 AND ARE BASED ON NAD27 (76 ADJUSTMENT).
AutoCAD SHX Text
DISTANCES SHOWN HEREON ARE GROUND DISTANCES AND CAN BE CONVERTED TO GRID DISTANCES BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996884
AutoCAD SHX Text
HORIZONTAL CONTROL MONUMENT - 03120040011
AutoCAD SHX Text
SOUTHEAST CORNER OF BIG BAY POINT ROAD AND WELHAM ROAD @ SOUTH SIDE OF DITCH. NOTE: A PROTECTIVE WATER VALVE COVER HAS BEEN PLACED OVER MONUMENT CAP. (N=4912498.122, E=605008.027)
AutoCAD SHX Text
VERTICAL CONTROL MONUMENT - 010865460
AutoCAD SHX Text
274.238m - ROCKWELL INTERNATIONAL BUILDING ON WEST SIDE OF BAYVIEW DRIVE IN THE CITY OF BARRIE. TABLET IS SET HORIZONTALLY IN EAST FACE OF CONCRETE FOUNDATION, 43.2m WEST OF CENTERLINE OF BAYVIEW DRIVE, 32cm SOUTH OF NORTHEAST CORNER OF BUILDING, FLUSH WITH GRADE.
AutoCAD SHX Text
1.
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ISSUED FOR TENDER
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JUNE/18
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SKR
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PP3
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BIG BAY POINT ROAD
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KEY PLAN N.T.S.
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1:250
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1:50
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PLAN + PROFILE
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STA. 10+880 TO STA. 11+030
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MATCHLINE STA 10+880
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SEE SHEET PP2
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NOTE: 1. EXISTING UTILITIES TO BE RELOCATED (BY EXISTING UTILITIES TO BE RELOCATED (BY OTHERS). 2. ALL EXISTING VALVES, FRAMES AND GRATES TO ALL EXISTING VALVES, FRAMES AND GRATES TO BE ADJUSTED TO BASE AND FINAL ASPHALT GRADES AS REQUIRED. 3. ALL PROPOSED SANITARY, STORM AND ALL PROPOSED SANITARY, STORM AND WATERMAIN TO BE INSTALLED VIA DIRECTIONAL DRILLING UNDER BCRY TRACKS. 4. REFER TO DWG GC-1 FOR GRADE CROSSING REFER TO DWG GC-1 FOR GRADE CROSSING IMPROVEMENTS.
LIMIT OF
CONTRACT
STA. 19+971
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V3614
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V1842
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V3613
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V134
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VC
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V133A
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VC V7620
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V7556
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V7554
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H3882
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H3881
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#342 IWS
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#333 GARAGA INC.
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STA. 10+633
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EX. EDGE OF PAVEMENT
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EX. PAVEMENT MARKING TO REMAIN
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EX. BACK OF CURB
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STA. 10+636
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NEW
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STA. 10+684
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EX ASPHALT DRIVEWAY
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EX. WM
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EX. WM 300mm PVC
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EX. TRANSMISSION MAIN 500mm
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EX. WM 200mm PVC (ABANDONED)
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EX. WM 200mm PVC
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EX. W.S.
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EX. 600mm SAN. SEW. (ABANDONED)
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EX. EDGE OF PAVEMENT
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EX. CONC. SIDEWALK
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EX. CONC. CURB
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EX. W.S.
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WV
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WV
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WV
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WV
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3:1
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2:1
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STM CASING (SEE DEATILS ON C1 & C2)
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CONNECT NEW MANHOLE TO EXISTING STORM SEWERS
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CONCRETE SIDEWALK, RAMPS, AND TACTILE PLATES PER BSD-316
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CONCRETE SIDEWALK, RAMPS, AND TACTILE PLATES PER BSD-317
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CONNECT TO EXISTING MANHOLE
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20+027.1
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6.2m-300mm STM @ 2.0%
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PROP. STM CBMH1
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CONCRETE SIDEWALK, RAMPS, AND TACTILE PLATES PER BSD-317
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PROP. STM DCBMH1
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CURB TRANSITION OPSD 608.010
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R=0.6m
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R=0.6m
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R=0.6m
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R=0.6m
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R=12.5m
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R=12.5m
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R=12.5m
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BARRIER CURB OPSD 600.110
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1.8m CONCRETE SIDEWALK
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX PROPERTY LINE
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PROP 400mm PVC WATERMAIN
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PROP 400mm WATERMAIN
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(ABANDONED)
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PROPOSED PROPERTY LINE
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LIMIT OF FULL DEPTH RECONSTRUCTION
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20+027.1
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R=12.5m
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CURB AND GUTTER OPSD 600.040
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CURB AND GUTTER OPSD 600.040
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INSTALL NEW WATER SERVICE AND CONNECT TO EXISTING AT PROPERTY LINE
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PROP CB12 E. INV. 274.83
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PROP CB13 W. INV. 274.94
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PROP CB1 SE. INV. 276.77
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LIMIT OF GRADING
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LIMIT OF GRADING
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INSTALL NEW WATER SERVICE AND CONNECT TO EXISTING AT PROPERTY LINE
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CONNECT TO EXISTING 300mm PVCWATERMAIN WITH 400X300X400 TEE
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PROPOSED 400mm WATERMAIN
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PROP 250mm STM. SEW.
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PROP 250mm STM. SEW.
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CONNECT TO EXISTING 400mm WATERMAIN WITH NEW VALVE
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PROPOSED HYDRANT & VALVE T/F 278.00 STA. 20+075.4
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MATCH EXISTING
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ADJUST VALVE CHAMBER TO FINAL GRADE
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45° BEND
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CAP EXISTING 400mm WATERMAIN
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CURB TRANSITION OPSD 608.010
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EX. CONC. SIDEWALK
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WV
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WV
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WV
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WATERMAIN CASING (SEE DETAILS ON C1 & C2)
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PROP 400mm PVC WATERMAIN
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CONNECT EXISTING SANITARY SEWER TO PROPOSED MANHOLE
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SAN CASING (SEE DEATILS ON C1 & C2)
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N
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WEST DITCH
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WEST DITCH
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EAST DITCH
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PROP 400mm WATERMAIN
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APPROX. LOCATION OF EX. 400mm WATERMAIN
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APPROX. LOCATION OF EX 300 mm WATERMAIN
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APPROX. LOCATION OF EX. 300mm WATERMAIN
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CONNECT TO EX. 500mm WATERMAINWITH LIVE TAP @ 276.40 ±0.20m
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45°VERTICAL BENDS
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10:1
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10:1
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EX BCRY TRACKS
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EX ROAD PROFILE
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PROP ROAD PROFILE
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APPROX. LOCATION OF EX. 400mm WATERMAIN
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APPROX. LOCATION OF EX. 500mm TRANSMISSION MAIN
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0.5m MIIN. VERTICAL CLEARANCE
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BIG BAY POINT ROAD
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APPROX. LOCATION OF EX 200 MM WATERMAIN
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CONNECT EX. STM. SEW. TO PROPOSED MANHOLE
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PROPOSED FIRE HYDRANT STA. 20+075.6 FLANGE ELEV. 278.00
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EX. 750mm WATERMAIN (APPROX.)
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EX. 500mm WATERMAIN (APPROX.)
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10:1
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CONNECT TO EXISTING WATERMAIN WITH NEW VALVE
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GAD
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WALL
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ROAD
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FIRMAN
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PATTON
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CRES.
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HARWOOD
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KNICELY
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GOSNEY
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ROAD
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WYNES
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HERRELL
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EL
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ST.
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RR
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AVENUE
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L
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PICKETT
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HE
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AVENUE
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HURONIA
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DRIVE
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CRESCENT
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ROAD
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ROAD
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ROAD
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PLACE
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McCONKEY
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GRAND
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PLACE
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BLVD.
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ARMSTRONG
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LITTLE AVENUE
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BRISTOW CRT.
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HAMILTON RD.
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Y
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HI
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LL
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CR
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EST
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R
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D.
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LAND
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DRIVE
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DORIS
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ON
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BYR
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CRES.
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ME
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A
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RID
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GE
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AVE.
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DO
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W
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WA
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BROADMOOR
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BAYVIEW
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CAROL
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DRIVE
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AVE
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CRT
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FITZROY
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ROAD
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CHARLES
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TERRACE
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LITTLE AVENUE
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BAYVIEW DRIVE
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CRESCENT
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WILSON COURT
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AN
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CHURCHILL DRIVE
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ELLIS
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WELHAM
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COURT
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BAYVIEW DRIVE
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BIG BAY POINT ROAD
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MOLLARD
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TRUM
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WELHAM ROAD
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DRIVE
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CHIEFTAIN
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ROAD
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ROAD
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MAPLEVIEW DRIVE EAST
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DRIVE
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BARRIE
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DRIVE
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VIEW
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SAUNDERS
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HIGHWAY No. 400
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ROAD
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WEBB
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B.C.R.Y. BEETON SUB.
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WELHAM
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ROAD
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(PRINCIPAL BRANCH LINE)
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MAYES
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CRT.
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PARK
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WAY
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CONCERT
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NORTH VILLAGE
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SOUTH
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WAY
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WAY
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WAY
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CONCERT
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VILLAGE
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WAY
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PLACE
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BLVD.
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EIGHT
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LI
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E
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V
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BCRY RAILROAD
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PP4
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BIG BAY POINT ROAD
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KEY PLAN N.T.S.
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1:250
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1:50
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PLAN + PROFILE
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STA. 19+950 TO STA. 20+100
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MATCHLINE STA 19+950
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MATCHLINE STA 20+100
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SEE SHEET PP7
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0
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0
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5.0m
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10.0m
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DATE
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GENERAL NOTES
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NO.
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REVISIONS
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APPROVED
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SCALE HOR.
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REVIEWED
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DESIGN
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VERT.
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DATE
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DRAWN
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CONTRACT NO.
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SHEET NO.
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BIG BAY POINT ROAD & BAYVIEW DRIVE INTERSECTION IMPROVEMENTS CITY OF BARRIE
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BENCH MARKS
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ENGINEERING DEPARTMENT
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TP/DDOH
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NOV 2017
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BFS
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SKR
AutoCAD SHX Text
2018-002T
AutoCAD SHX Text
REFER TO CURRENT CITY OF BARRIE STANDARDS FOR APPLICABLE GENERAL NOTES. EXISTING UTILITY INFORMATION SHOWN IS APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD. EXISTING UTILITY INFORMATION PROVIDED BY multiVIEW DATED JUNE 6, 2017.
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BEARING NOTE
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DISTANCE NOTE
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BEARINGS HEREIN ARE GRID BEARINGS AND ARE DERIVED FROM CONTROL MONUMENTS 03120080022 (N=4915161.491, E=603825.428) AND 00119673109 (N=4915700.133, E=604482.055). AND ARE REFERRED TO THE CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE) IN ZONE, 17 AND ARE BASED ON NAD27 (76 ADJUSTMENT).
AutoCAD SHX Text
DISTANCES SHOWN HEREON ARE GROUND DISTANCES AND CAN BE CONVERTED TO GRID DISTANCES BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996884
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HORIZONTAL CONTROL MONUMENT - 03120040011
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SOUTHEAST CORNER OF BIG BAY POINT ROAD AND WELHAM ROAD @ SOUTH SIDE OF DITCH. NOTE: A PROTECTIVE WATER VALVE COVER HAS BEEN PLACED OVER MONUMENT CAP. (N=4912498.122, E=605008.027)
AutoCAD SHX Text
VERTICAL CONTROL MONUMENT - 010865460
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274.238m - ROCKWELL INTERNATIONAL BUILDING ON WEST SIDE OF BAYVIEW DRIVE IN THE CITY OF BARRIE. TABLET IS SET HORIZONTALLY IN EAST FACE OF CONCRETE FOUNDATION, 43.2m WEST OF CENTERLINE OF BAYVIEW DRIVE, 32cm SOUTH OF NORTHEAST CORNER OF BUILDING, FLUSH WITH GRADE.
AutoCAD SHX Text
1.
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ISSUED FOR TENDER
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JUNE/18
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SKR
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SEE SHEET PP5
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BAYVIEW DRIVE
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NOTE: 1. EXISTING UTILITIES TO BE RELOCATED (BY EXISTING UTILITIES TO BE RELOCATED (BY OTHERS). 2. ALL EXISTING VALVES, FRAMES AND GRATES TO ALL EXISTING VALVES, FRAMES AND GRATES TO BE ADJUSTED TO BASE AND FINAL ASPHALT GRADES AS REQUIRED. 3. ALL PROPOSED SANITARY, STORM AND ALL PROPOSED SANITARY, STORM AND WATERMAIN TO BE INSTALLED VIA OPEN CUT, BCRY TRACK WORK (BY OTHERS).
LIMIT OF
PAVEMENT MARKINGS
STA. 20+249
LIMIT OF
CONSTRUCTION
STA. 20+230
LIMIT OF
CONTRACT
STA. 20+260
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Ex. SAN 250mm
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Ex. SAN 200mm PVC
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#333 GARAGA INC.
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#342 IWS
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#323 ROYAL TANK LINES
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MATCH EXISTING
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NEW
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RB-91(TAC)
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Wc-4(TAC)
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STC4000
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EX ASPHALT DRIVEWAY
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EX ASPHALT DRIVEWAY
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EX. WM 300mm (TO BE ABANDONED)
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4.9m-525mm STM @ 1.0%
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EX. 200mm FIRE SERVICE
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3:1
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2:1
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2:1
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2:1
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3:1
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3:1
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EX EDGE OF GRAVEL
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EX WATER COURSE
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EX CROSSING CULVERT
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EX CROSSING CULVERT
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EX GRAVEL PARKING LOT
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EX ASPHALT DRIVEWAY
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EX DITCH
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1.8m CONCRETE SIDEWALK
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX PROPERTY LINE
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EX PROPERTY LINE
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PROP 400mm WATERMAIN
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PROPOSED PROPERTY LINE
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MATCH EXISTING
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INSTALL NEW WATER AND FIRE SERVICE AND CONNECT TO EXISTING AT PROPERTY LINE
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22.5° BEND
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CONNECT TO EXISTING 300mm WATERMAIN WITH 400X300 REDUCER
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PROP CB14 E. INV. 272.87
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1.0m BOULEVARD
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LIMIT OF GRADING
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3.8 sq.m 150mm-300mm GRADED RIVERSTONE 450mm DEEP. STONE MIX SHOULD CONTAIN EQUAL MIX OF LARGER COBBLE WITH SMALLER COBBLE AND GRAVEL
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15.6 sq.m R-10 RIP RAP, 300mm THICK, HAND LAID OVER TERRAFIX 270R FILTER FABRIC. OPSD 810.010
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22.5° BEND
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PROPOSED DITCH
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PROPOSED DITCH
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PROPOSED DITCH
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PROPOSED DITCH
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LIMIT OF GRADING
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LIMIT OF GRADING
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LIMIT OF GRADING
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MATCH EXISTING
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MATCH EXISTING
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MATCH EXISTING DITCH
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WV
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PROPOSED HYDRANT & VALVE T/F 275.80 STA. 20+075.4
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EX. 38mm W/S
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WV
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PROPOSED 200mm FIRE SERVICE TO BE MECHANICALLY RESTRAINED FROM TEE TO CONNECTION AT PROPERTY LINE
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400x200x400 TEE
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CURB AND GUTTER OPSD 600.040
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NEW 400mm VALVE
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CAP PROPOSED CB LEAD FOR FUTURE CONNECTION W. INV. 273.02
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CAP PROPOSED CB LEAD FOR FUTURE CONNECTION W. INV. 272.80
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CONNECT TO EXISTING SANITARY MANHOLE
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PROPOSED EDGE OF PAVEMENT
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1.0m PAVED SHOULDER
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MATCH EXISTING PAVED SHOULDER
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MATCH EXISTING
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PROPOSED PAVED SHLD.
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PROPOSED EDGE OF PAVEMENT
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3:1
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3:1
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EX PROPERTY LINE
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EX PROPERTY LINE
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N
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WEST DITCH
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EAST DITCH
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EAST DITCH
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EAST DITCH
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PROP 400mm WATERMAIN
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EAST DITCH
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10:1
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EX. 300mm WATERMAIN (ASSUMED)
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STC 4000 STA. 20+215.56 T/G 274.16 S. INV. 272.05 NW. INV. 272.00
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EX ROAD PROFILE
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PROP ROAD PROFILE
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INV. 271.92
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1.63%
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MATCH EXISTING
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MATCH EXISTING DITCH
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EAST DITCH
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PROP. 12.0m CSP CULVERT N INV. 275.65 S INV. 275.27
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PROP. 12.0m CSP CULVERT N INV. 274.94 S INV. 274.57
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PROP. 12.0m CSP CULVERT N INV. 273.86 S INV. 273.47
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CONNECT TO EXISTING 300mm WATERMAIN WITH 400X300 REDUCER
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EX. 300mm WATERMAIN (ASSUMED)
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PROPOSED FIRE HYDRANT STA. 20+160 FLANGE ELEV. 275.80
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EX CROSSING CULVERTS
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GAD
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WALL
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ROAD
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FIRMAN
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PATTON
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CRES.
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HARWOOD
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KNICELY
AutoCAD SHX Text
GOSNEY
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ROAD
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WYNES
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HERRELL
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EL
AutoCAD SHX Text
ST.
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RR
AutoCAD SHX Text
AVENUE
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L
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PICKETT
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HE
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AVENUE
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HURONIA
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DRIVE
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CRESCENT
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ROAD
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ROAD
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ROAD
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PLACE
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McCONKEY
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GRAND
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PLACE
AutoCAD SHX Text
BLVD.
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ARMSTRONG
AutoCAD SHX Text
LITTLE AVENUE
AutoCAD SHX Text
BRISTOW CRT.
AutoCAD SHX Text
HAMILTON RD.
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Y
AutoCAD SHX Text
HI
AutoCAD SHX Text
LL
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CR
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EST
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R
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D.
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LAND
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DRIVE
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DORIS
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ON
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BYR
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CRES.
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ME
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A
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RID
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GE
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AVE.
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DO
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W
AutoCAD SHX Text
WA
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BROADMOOR
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BAYVIEW
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CAROL
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DRIVE
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AVE
AutoCAD SHX Text
CRT
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FITZROY
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ROAD
AutoCAD SHX Text
CHARLES
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TERRACE
AutoCAD SHX Text
LITTLE AVENUE
AutoCAD SHX Text
BAYVIEW DRIVE
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CRESCENT
AutoCAD SHX Text
WILSON COURT
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AN
AutoCAD SHX Text
CHURCHILL DRIVE
AutoCAD SHX Text
ELLIS
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WELHAM
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COURT
AutoCAD SHX Text
BAYVIEW DRIVE
AutoCAD SHX Text
BIG BAY POINT ROAD
AutoCAD SHX Text
MOLLARD
AutoCAD SHX Text
TRUM
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WELHAM ROAD
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DRIVE
AutoCAD SHX Text
CHIEFTAIN
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ROAD
AutoCAD SHX Text
ROAD
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MAPLEVIEW DRIVE EAST
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DRIVE
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BARRIE
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DRIVE
AutoCAD SHX Text
VIEW
AutoCAD SHX Text
SAUNDERS
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HIGHWAY No. 400
AutoCAD SHX Text
ROAD
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WEBB
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B.C.R.Y. BEETON SUB.
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WELHAM
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ROAD
AutoCAD SHX Text
(PRINCIPAL BRANCH LINE)
AutoCAD SHX Text
MAYES
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CRT.
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PARK
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WAY
AutoCAD SHX Text
CONCERT
AutoCAD SHX Text
NORTH VILLAGE
AutoCAD SHX Text
SOUTH
AutoCAD SHX Text
WAY
AutoCAD SHX Text
WAY
AutoCAD SHX Text
WAY
AutoCAD SHX Text
CONCERT
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VILLAGE
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WAY
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PLACE
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BLVD.
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EIGHT
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LI
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E
AutoCAD SHX Text
V
AutoCAD SHX Text
BCRY RAILROAD
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PP5
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BAYVIEW DRIVE
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KEY PLAN N.T.S.
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1:250
AutoCAD SHX Text
1:50
AutoCAD SHX Text
PLAN + PROFILE
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STA. 20+100 TO STA. 20+250
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MATCHLINE STA 20+100
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0
AutoCAD SHX Text
0
AutoCAD SHX Text
5.0m
AutoCAD SHX Text
10.0m
AutoCAD SHX Text
DATE
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GENERAL NOTES
AutoCAD SHX Text
NO.
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REVISIONS
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SCALE HOR.
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CONTRACT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
BIG BAY POINT ROAD & BAYVIEW DRIVE INTERSECTION IMPROVEMENTS CITY OF BARRIE
AutoCAD SHX Text
BENCH MARKS
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
TP/DDOH
AutoCAD SHX Text
NOV 2017
AutoCAD SHX Text
BFS
AutoCAD SHX Text
SKR
AutoCAD SHX Text
2018-002T
AutoCAD SHX Text
REFER TO CURRENT CITY OF BARRIE STANDARDS FOR APPLICABLE GENERAL NOTES. EXISTING UTILITY INFORMATION SHOWN IS APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD. EXISTING UTILITY INFORMATION PROVIDED BY multiVIEW DATED JUNE 6, 2017.
AutoCAD SHX Text
BEARING NOTE
AutoCAD SHX Text
DISTANCE NOTE
AutoCAD SHX Text
BEARINGS HEREIN ARE GRID BEARINGS AND ARE DERIVED FROM CONTROL MONUMENTS 03120080022 (N=4915161.491, E=603825.428) AND 00119673109 (N=4915700.133, E=604482.055). AND ARE REFERRED TO THE CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE) IN ZONE, 17 AND ARE BASED ON NAD27 (76 ADJUSTMENT).
AutoCAD SHX Text
DISTANCES SHOWN HEREON ARE GROUND DISTANCES AND CAN BE CONVERTED TO GRID DISTANCES BY MULTIPLYING BY THE COMBINED SCALE FACTOR OF 0.9996884
AutoCAD SHX Text
HORIZONTAL CONTROL MONUMENT - 03120040011
AutoCAD SHX Text
SOUTHEAST CORNER OF BIG BAY POINT ROAD AND WELHAM ROAD @ SOUTH SIDE OF DITCH. NOTE: A PROTECTIVE WATER VALVE COVER HAS BEEN PLACED OVER MONUMENT CAP. (N=4912498.122, E=605008.027)
AutoCAD SHX Text
VERTICAL CONTROL MONUMENT - 010865460
AutoCAD SHX Text
274.238m - ROCKWELL INTERNATIONAL BUILDING ON WEST SIDE OF BAYVIEW DRIVE IN THE CITY OF BARRIE. TABLET IS SET HORIZONTALLY IN EAST FACE OF CONCRETE FOUNDATION, 43.2m WEST OF CENTERLINE OF BAYVIEW DRIVE, 32cm SOUTH OF NORTHEAST CORNER OF BUILDING, FLUSH WITH GRADE.
AutoCAD SHX Text
1.
AutoCAD SHX Text
ISSUED FOR TENDER
AutoCAD SHX Text
JUNE/18
AutoCAD SHX Text
SKR
AutoCAD SHX Text
SEE SHEET PP6
AutoCAD SHX Text
NOTE: 1. EXISTING UTILITIES TO BE RELOCATED (BY EXISTING UTILITIES TO BE RELOCATED (BY OTHERS). 2. ALL EXISTING VALVES, FRAMES AND GRATES TO ALL EXISTING VALVES, FRAMES AND GRATES TO BE ADJUSTED TO BASE AND FINAL ASPHALT GRADES AS REQUIRED. 3. ALL PROPOSED SANITARY, STORM AND ALL PROPOSED SANITARY, STORM AND WATERMAIN TO BE INSTALLED VIA DIRECTIONAL DRILLING UNDER BCRY TRACKS. 4. REFER TO DWG GC-1 FOR GRADE CROSSING REFER TO DWG GC-1 FOR GRADE CROSSING IMPROVEMENTS.
