CATB CATB MHCB RELOCATE EXISTING CB (TYP) CATB CATB EXISTING MULTI USE PATH 9+900
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1 SERVICE DATA POB MATCH EXISTING CONC INTRBK WV WV VC INTRBK GV CONC INTRBK LIMIT OF CONSTRUCTION STATION ASPH STM ASPH INTRBK CONC ASPH CONC DERRY MULTIUSE TRAIL BMH BMH MH ROAD BMH.3 dia.3 dia.3 dia MH.3 dia.3 dia RELOCATE EXISTING (TYP).1 dia.1 dia CONC DIN MH MH EXISTING MULTI USE PATH VC MULTI USE TRAIL TRANSIT GRADING SHELTER/PAD LIMI CONC 3.65m 3.65m 3.75m 1.0m ASPHALT SPLASH PAD RETAINING W ALL CONSTRUCTION NORTH MATCH LINE STA TRUE NORTH SERVICE DATE INIT. SERVICE DATE SAN SEWERS STORM SEWERS WATERMAINS TRANSIT PARKS & REC. ONT. CLEAN WATER GAS MAINS REVISIONS BELL U/G CABLE HYDRO U/G CABLE HYDRO ONE CTV COMMUNIC. CABLES INIT. DATE DETAI INIT. MEADOWVALE BLVD MACDONALD CARTIER FREEWAY CENTURY AVE MISSISSAUGA ROAD KEY PLAN (N.T.S.) K = General Notes VC = m All Driveways ASPHALT Unless Otherwise Noted. All Service Locations Are Approximate And Must Be VPI ELEV Located Accurately In The Field Denotes Building - Not Located Denotes Building Located Type 'B' Bedding Unless Otherwise Noted (SAN) B.M. No. Elev. The Contractor Is Responsible For Locating And Protecting All Existing Utilities Prior To And During Construction Location of Existing Utilities Approximate Only, To Be Verified In Field By Contractor. BVC ELEV.70 Designed by Approved by Chkd. NOTICE TO CONTRACTOR 48 HOURS PRIOR TO COMMENCING WORK NOTIFY THE FOLLOWING VPI ELEV % THE REGIONAL MUNICIPALITY OF PEEL CITY OF MISSISSAUGA WORKS DEPT. CITY OF BRAMPTON WORKS DEPT. TOWN OF CALEDON WORKS DEPT. BELL CANADA ENBRIDGE INCORPORATED-GAS DISTRIBUTION ONTARIO MINISTRY OF TRANSPORTATION ONTARIO CLEAN WATER AGENCY HYDRO ONE NETWORKS CABLE TELEVISION/FIBREOPTIC PROVIDERS BELL CANADA ENERSOURCE TELECOM HYDRO ONE TELECOM ROGERS CABLE ALTREAM PSN (PUBLIC SECTOR NETWORK) FUTUREWAY (FCI BROADBAND) PROFILE ENERSOURCE, HYDRO MISSISSAUGA HYDRO ONE BRAMPTON EXISTING GROUND PROFILE 1Om m HORIZONTAL SCALE 1m m VERTICAL SCALE STA TO STA NEW CONSTRUCTION BOT.EL. OF WM. CAD Area Area x-x Project No. XX-XXX ROAD ELEV. Checked by Drawn by JM Date Sheet Plan No. ROAD CHAINAGE OCTOBER, of 4 -D
2 TEMPORARY GRADING / W ORKING EASEMENT.3 dia HV dia 2.0 dia.4 dia 1.80m CON RAISED MEDI FOR CONTINUATION SEE DWG XX SERVICE DATA SERVICE DATE INIT. SERVICE DATE INIT. SAN SEWERS GAS MAINS 1.0m ASPHALT SPLASH PAD RETAINING W ALL MATCH LINE STA HCM 21 SIGN MH T MH MH SAN SAN T JB R=15.0 HE T HV STA = STA R=35.0 D D HE HE T S 2.00m STM SAN T HCM 20 T D HE SAN 0689 D R=35.0 T T T PROPERTY ACQUISITION R=15.0 VC MH SHELTER/PAD TRANSIT VC dia dia.1 dia 3.75m 3.65m 3.65m 2.00m RECONSTRUCT PATH STAIRS 1.80m CONCRETE GV 3.65m 3.65m 3.75m 1.0m ASPHALT SPLASH PAD GRADING LIMI PROPERTY ACQUISITION MAINTAIN EXISTING TRANSIT PAD RAISED MEDIAN 1.80m CONCRETE RELOCATE EXISTING (TYP) BC GRADING LIMI R=0.00 JB DIN 3.00m MULTI USE PATH 4.42m D MATCH EXISTING LIMIT OF CONSTRUCTION EC STATION CONSTRUCTION NORTH TRUE NORTH STORM SEWERS WATERMAINS TRANSIT PARKS & REC. ONT. CLEAN WATER REVISIONS BELL U/G CABLE HYDRO U/G CABLE HYDRO ONE CTV COMMUNIC. CABLES DATE DETAI INIT. MEADOWVALE BLVD MACDONALD CARTIER FREEWAY CENTURY AVE MISSISSAUGA ROAD KEY PLAN (N.T.S.) ARGENTIA 2.00m BMH ROAD PROPERTY ACQUISITION 1.80m CONCRETE SIDEW ALK 1.80m CONCRETE SIDEW ALK FOR CONTINUATION SEE DWG XX K = General Notes VC = m All Driveways ASPHALT Unless Otherwise Noted. All Service Locations Are Approximate And Must Be VPI ELEV TEMPORARY GRADING / W ORKING EASEMENT Located Accurately In The Field Denotes Building - Not Located Denotes Building Located Type 'B' Bedding Unless Otherwise Noted (SAN) B.M. No. Elev. The Contractor Is Responsible For Locating And Protecting All Existing Utilities Prior To And During Construction Location of Existing Utilities Approximate Only, To Be Verified In Field By Contractor. Designed by Approved by Chkd. PROFILE EXISTING GROUND PROFILE EVC ELEV.231 BVC ELEV VPI ELEV.90 K = VC = 8.74m EVC ELEV.733 BVC ELEV % -3.81% VPI ELEV.05 EVC ELEV % VPI ELEV NOTICE TO CONTRACTOR 48 HOURS PRIOR TO COMMENCING WORK NOTIFY THE FOLLOWING THE REGIONAL MUNICIPALITY OF PEEL CABLE TELEVISION/FIBREOPTIC PROVIDERS CITY OF MISSISSAUGA WORKS DEPT. BELL CANADA CITY OF BRAMPTON WORKS DEPT. ENERSOURCE TELECOM TOWN OF CALEDON WORKS DEPT. HYDRO ONE TELECOM BELL CANADA ROGERS CABLE ENBRIDGE INCORPORATED-GAS DISTRIBUTION ALTREAM ONTARIO MINISTRY OF TRANSPORTATION PSN (PUBLIC SECTOR NETWORK) ONTARIO CLEAN WATER AGENCY FUTUREWAY (FCI BROADBAND) HYDRO ONE NETWORKS ENERSOURCE, HYDRO MISSISSAUGA HYDRO ONE BRAMPTON 1Om m HORIZONTAL SCALE 1m m VERTICAL SCALE K = VC = 31.85m STA TO STA NEW CONSTRUCTION BOT.EL. OF WM. CAD Area Area x-x Project No. XX-XXX ROAD ELEV. Checked by Drawn by JM Date Sheet Plan No. ROAD CHAINAGE OCTOBER, of 4 -D
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4 JB JB HCM 22 SIGN SAN 2938 HV DERRY ROAD m MH SAN MATCH LINE STA SAN RAISED MEDIAN BMH BPED WV RETAINING WALL m CONCRETE GRADING LIMI PROPERTY ACQUISITION TEMPORARY GRADING / WORKING EASEMENT RETAINING WALL TRUE NORTH CONSTRUCTION NORTH SERVICE DATA SERVICE DATE INIT. SERVICE DATE SAN SEWERS STORM SEWERS WATERMAINS TRANSIT PARKS & REC. ONT. CLEAN WATER REVISIONS DATE DETAI INIT. MEADOWVALE BLVD MACDONALD CARTIER FREEWAY GAS MAINS BELL U/G CABLE HYDRO U/G CABLE HYDRO ONE CTV COMMUNIC. CABLES CENTURY AVE MISSISSAUGA ROAD KEY PLAN (N.T.S.) INIT. WV TEMPORARY GRADING / WORKING EASEMENT WV WV GRADING LIMI GRADING LIMI BC MH STM SPLASH PAD SAN m ASPHALT HV R=0.00 VC WV FP BPED BPED STM 0.75m ASPHALT SPLASH PAD LIMIT OF CONSTRUCTION 1.0m BOULEVARD SAN HV SAN STATION MATCH EXISTING SIGN RELOCATE EXISTING (TYP) GRADING LIMI EC DRIVEW AY LT DRIVEW AY LT General Notes All Driveways ASPHALT Unless Otherwise Noted. All Service Locations Are Approximate And Must Be Located Accurately In The Field Denotes Building - Not Located Denotes Building Located Type 'B' Bedding Unless Otherwise Noted (SAN) B.M. No. Elev. The Contractor Is Responsible For Locating And Protecting All Existing Utilities Prior To And During Construction Location of Existing Utilities Approximate Only, To Be Verified In Field By Contractor. DRIVEW AY LT DRIVEW AY RT DRIVEW AY LT K = VC = m VPI ELEV.44 Designed by Chkd. Approved by DRIVEW AY LT DRIVEW AY RT BVC ELEV.72 NOTICE TO CONTRACTOR 48 HOURS PRIOR TO COMMENCING WORK NOTIFY THE FOLLOWING THE REGIONAL MUNICIPALITY OF PEEL CABLE TELEVISION/FIBREOPTIC PROVIDERS CITY OF MISSISSAUGA WORKS DEPT. BELL CANADA CITY OF BRAMPTON WORKS DEPT. ENERSOURCE TELECOM TOWN OF CALEDON WORKS DEPT. HYDRO ONE TELECOM BELL CANADA ROGERS CABLE ENBRIDGE INCORPORATED-GAS DISTRIBUTION ALTREAM ONTARIO MINISTRY OF TRANSPORTATION ONTARIO CLEAN WATER AGENCY PSN (PUBLIC SECTOR NETWORK) FUTUREWAY (FCI BROADBAND) HYDRO ONE NETWORKS ENERSOURCE, HYDRO MISSISSAUGA HYDRO ONE BRAMPTON K = VC = 40.61m VPI ELEV.72 EVC ELEV.722 BVC ELEV.72 EVC ELEV % PROFILE EXISTING GROUND PROFILE 1Om m HORIZONTAL SCALE 1m m VERTICAL SCALE K = VC = 74.17m VPI ELEV.72 STA TO STA NEW CONSTRUCTION BOT.EL. OF WM. CAD Area Area x-x Project No. XX-XXX ROAD ELEV. Checked by Drawn by JM Date Sheet Plan No ROAD CHAINAGE OCTOBER, of 4 -D
5 REVISIONS ROW EXIST. EXIST. S/W BLVD. EXIST. PROP. C L C L LEFT TURN PAVEMENT MARKINGS NO SPLASH PAD TRAFFIC RIGHT TURN ASPHALT SPLASH PAD 0.75 SODDED BLVD VARIES MULTI-USE TRAIL 3.00 ROW DATE DETAI INIT VARIES MEDIAN ±2% % 0.25 ROUNDING ORIGINAL GROUND MATCH EXISTING OPSD (TYP) SUBDRAIN EXISTING CURB 50mm HL1 SURFACE COURSE 100mm HL8 BINDER COURSE 150mm GRANULAR A BASE COURSE 500mm GRANULAR B TYPE 1 SUBBASE STA TO STA ROW PROP. C L ROW S/W RIGHT TURN LEFT TURN LEFT TURN MEDIAN SODDED BLVD. MULTI-USE TRAIL VARIES SPLASH PAD SPLASH PAD MATCH EXISTING GRADE OPSD (TYP) 21MAX 2.0% 2.0% ±2% 2.0% 2.0% 2.0% 2.0% EXISTING GRADE 100mm TOPSOIL AND SEED 50mm HL1 SURFACE COURSE 100mm HL8 BINDER COURSE 150mm GRANULAR A BASE COURSE SUBDRAIN 50mm HL1 SURFACE COURSE WIDENING AT CURB RETURN 500mm GRANULAR B TYPE 1 SUBBASE 100mm HL8 BINDER COURSE 150mm GRANULAR A BASE COURSE 500mm GRANULAR B TYPE 1 SUBBASE Designed by Chkd. Approved by STA TO STA DERRY RD. & ARGENTIA RD. PRELIMINARY INTERSECTION DESIGN TYPICAL SECTIONS CAD Area XX Checked by CH Date OCTOBER, 2014 Area Drawn by Sheet X-XX JM 1 of 2 Project No. Plan No. XX-XXXX
6 DATE REVISIONS DETAI INIT. ROW 1.80 ROW BLVD ASPHALT SPLASH PAD 3.50 EXIST. PROP. C L C L LEFT TURN MEDIAN RIGHT TURN ASPHALT SPLASH PAD SODDED BLVD. (VARIES) ROW 1.80 S/W 2% ±2% ±2% 2% S/W SUBDRAIN ORIGINAL GROUND OPSD (TYP) 50mm DFC SURFACE COURSE 100mm HL8 BINDER COURSE STA TO STA mm GRANULAR A BASE COURSE 500mm GRANULAR B TYPE 1 SUBBASE PARKING LOT ROW S/W ROW ASPHALT SPLASH PAD / RIGHT TURN % PROP. C L LEFT TURN MEDIAN ±2% ±2% CURB % 0.75 ASPHALT SPLASH PAD ROW Designed by Approved by Chkd. TOE WALL EXISTING GRADE SUBDRAIN OPSD (TYP) STA TO STA mm HL1 SURFACE COURSE 100mm HL8 BINDER COURSE 150mm GRANULAR A BASE COURSE 500mm GRANULAR B TYPE 1 SUBBASE DERRY RD. & ARGENTIA RD. PRELIMINARY INTERSECTION DESIGN TYPICAL SECTIONS CAD Area XX Checked by CH Date OCTOBER, 2014 Area Drawn by Sheet X-XX JM 1 of 2 Project No. Plan No. XX-XXXX
7 STA TO STA DATE OCTOBER 2014
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9 STA TO STA. 10+ DATE OCTOBER 2014
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14 SERVICE DATA SERVICE DATE INIT. SERVICE DATE INIT. SAN SEWERS STORM SEWERS WATERMAINS TRANSIT GAS MAINS BELL U/G CABLE HYDRO U/G CABLE HYDRO ONE TRUE PARKS & REC. CTV COMMUNIC. CABLES ONT. CLEAN WATER REVISIONS DATE DETAI INIT. SCALE m Designed by Approved by P meters Chkd. Width 2.00 WB meters Track Lock to Lock Time Steering Angle 36.2 Tractor Width Trailer Width Tractor Track Lock to Lock Time Steering Angle Articulating Angle Trailer Track 2.60 DERRY RD. & ARGENTIA RD. AUTOTURN TESTING CAD Area Checked by MF Area x-x Drawn by LL Project No Date OCTOBER 2014 Sheet 1 of 1 Plan No.
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