Upload File

airport road design plan - peel region

1
BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUI L DI N G BUILDING BU I L D I NG B UI L DI NG B U I L D I NG B UI L DI NG BUI L DI NG BUI L DI NG BUI L DI NG BUI L DI NG BUILDING B U I L D I NG BUI L DI NG B UI L D I NG BUILDING BUI L DI NG BUI L DI NG BUI L DI NG BUI L DI NG BUI L DI NG B U I L D I NG S A LT CR EE K 142940138 142940325 142940324 1 42 94 01 37 142 94 0323 14 29 4 0 139 1 42 94 01 40 142940318 142940319 142980132 14 2980 1 33 1429801 34 142 9 80 12 0 14 29 80 12 1 14 29 80 12 2 1 42 98 01 2 3 1 42 98 01 2 4 1 42 980 12 5 1 4 29 8 0126 1 4 29 8 0127 1 4 298011 0 14 2 9 8 0 1 2 9 142980130 142980111 142980112 142 9 80113 1429801 45 1429801 1 8 142 9 801 31 142 9 80114 142980 1 15 1 42980116 14 29 801 1 7 142 98 01 19 1 42 98 01 2 8 143270 209 1432 7 0080 1432 7 0419 143270072 1 43 2 7 0 0 74 1 43 270 00 1 143270004 143 2 704 2 1 143270422 1432 7 0423 14 32 700 02 143 270 00 3 143 2 7 0 078 143270055 14 32 70066 1432700 67 1 4 32 7 0 0 7 5 1 4 32 7 007 6 14 3 2 7 0 0 77 14 3 270205 143270068 1432 70069 1 4 3270070 1432 70 014 1 4 3 2 7 00 1 5 143270016 143270017 1 4 3 2700 5 3 14327 0 054 1 43270056 143270 07 1 143270026 143270027 1 432700 28 14 327 0030 143 27 0052 143270029 143 270 073 1 4 3 27 0025 1 4 3 2 7 00 5 0 14 3 27 0051 1 4327 0 0 42 14327 0 0 1 8 143270 0 1 9 1 4 32 7 0 0 20 14 327 0021 14 3 2 70 022 1 4 32 7 0 023 143270024 14 3280 028 14 328 0027 1 4 32800 29 143280167 1 43 4 70 1 18 1 4 3 47 0 1 1 1 14 3 4 7 0 11 2 1 4 3 4 7 0 11 3 1 43 4 7 01 14 1 4 3 4 7 0 10 8 1 4 3 4 7 0 10 9 1 4 3 4 7 0 11 0 14 3470115 1 4 3 47 0 1 16 1 4 34 7 01 1 7 14 3 4 70 3 0 2 1 4347 0291 14 3 470 3 04 143470298 143470300 1 4347 0290 14 3 47 0 11 9 1 4 34 7 01 20 1 4 3480469 143480467 143480471 143 4 8 0 014 1434 8 0 01 6 143480437 143480006 1 4 34 8 00 0 7 143 4 800 0 8 1434 8001 0 143 4 80 0 0 1 1 4 3 480002 14348 0 0 03 1 4 348 0 0 0 9 14348 0 0 05 143480433 143480447 143480449 143480461 143480427 143480425 C C D D B B A A Mayfield Road) (– 930m North of PROJECT LIMIT LIMIT PROJECT 0.222 Ha 0.049 Ha 0.034 Ha 0.007 Ha 0.006 Ha 0.042 Ha 0.010 Ha 0.148 Ha 0 . 0 0 7 Ha 0.072 Ha 0.093 Ha 0 . 099 Ha 0 . 023 Ha 0.049 Ha 0.009 Ha 0.497 Ha 0.359 Ha 0 . 03 9 Ha 0 . 027 Ha 0.112 Ha 0.023 Ha 0.030 Ha 0.159 Ha 0 . 008 Ha 0 . 009 Ha 0 . 005 Ha 0 . 008 Ha 0 . 023 Ha 0.020 Ha 0.102 Ha 0.029 Ha 0.141 Ha 0.042 Ha 0.097 Ha 0.176 Ha 0.058 Ha 0.139 Ha 0.141 Ha 0.146 Ha 0.129 Ha 0.087 Ha 0.387 Ha 0.111 Ha 0.089 Ha 0.054 Ha 0.046 Ha 0.094 Ha 0.035 Ha 0.026 Ha 0.093 Ha 0.051 Ha 0.277 Ha 0.070 Ha 0.042 Ha 0.174 Ha 0.289 Ha 0.216 Ha 0.047 Ha 0.037 Ha 0.023 Ha 0.019 Ha 0.039 Ha 0.015 Ha 0.011 Ha 0.386 Ha 0.071 Ha 0.214 Ha 0.004 Ha 0.065 Ha 0.006 Ha 0.001 Ha 0.089 Ha 0.121 Ha 0.039 Ha 0 . 0 0 5 Ha 0.020 Ha 0.020 Ha 0.020 Ha 0.058 Ha 0.064 Ha 0.062 Ha 0.081 Ha 0.078 Ha 0.138 Ha 0.123 Ha 0.016 Ha 0.022 Ha 0.023 Ha 0.023 Ha 0.068 Ha 0.074 Ha 0.043 Ha 0.030 Ha ( Gr a d i ng Ea s e m e n t ) 0 . 01 1 Ha ( Gr a d i ng Ea s e m e n t ) 0 . 014 Ha ( Gr a d i n g Ea s e m e n t ) 0 . 01 9 Ha ( Gr a d i ng Ea s e m e n t ) 0 . 0 18 Ha ( Gr a d i n g Ea s e m e n t ) 0 . 0 28 Ha ( Gr a d i ng Ea s e m e n t ) 0 . 028 Ha ( Gr a d i ng Ea s e m e n t ) 0 . 0 14 Ha (Full Buy-out) 0.195 Ha (Full Buy-out) 0.193 Ha (Full Buy-out) 0.019 Ha (Full Buy-out) 0.136 Ha (Full Buy-out) 0.094 Ha ( F u l l Bu y - o u t ) 0 . 10 1 Ha (Full Buy-out) 0.193 Ha (Full Buy-out) 0.189 Ha (Full Buy-out) 0.189 Ha (Full Buy-out) 0.187 Ha (Full Buy-out) 0.279 Ha EASEMENT) (TEMPORARY 0.056 Ha (Full Buy-out) 0.145 Ha 0.008 Ha 0.021 Ha EASEMENT) (TEMPORARY 0.069 Ha 0.037 Ha ( Gr a d i ng Ea s e m e n t ) 0 . 0 09 Ha (Full Buy-out) 0.193 Ha (Full Buy-out) 0.201 Ha (Full Buy-out) 0.194 Ha 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2 . 5 mP A V E DS HOU L D E R 2.5m PAVED SHOULDER OPSD 605.010 (TYP) GUTTER OUTLET 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER OPSD 608.010 (typ) CURB TERMINATION 2 . 0 S / W 2 . 0 S / W 2.0 S/W 2.0 S/W 1.8m SHLD 1.8m SHLD 1.8m SHLD 1.8m SHLD 1.8m SHLD 1.8m SHLD 2.0 S/W 2.0 S/W OPSD 608.010 (typ) CURB TERMINATION 9. 2 3 8. 58 10. 24 6. 76 12 . 0 1 1 4 . 1 1 1 2 . 53 6. 33 12. 33 5. 74 3 . 92 6. 46 2. 09 4. 36 4. 40 10. 10 8. 88 8. 34 CURB & GUTTER OPSD 600.040 8. 22 7. 84 6. 60 6 . 33 6 . 4 1 2.59 4.30 0.79 5. 50 3. 65 3. 75 2. 50 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 2.5m PAVED SHOULDER 1.5m BIKE LANE OPSD 608.010 (TYP.) CURB TERMINATION MOUNTABLE CURB & GUTTER OPSD 600.030 (TYP.) MOUNTABLE CURB & GUTTER OPSD 600.030 (TYP.) 1.0m SPLASH PAD OPSD 600.040 CURB & GUTTER R=4000 R=4000 R=4000 R=4000 R=4000 R=4000 R=2100 R=4000 0 + 0 00 0 + 1 00 0 + 2 00 0 + 300 0 + 400 0 + 5 00 0 + 60 0 0 + 700 0 + 800 0 + 90 0 1 + 00 0 1 + 100 1 + 200 1 + 3 0 0 1 + 400 1 + 500 1 + 60 0 1 + 70 0 1 + 80 0 1 + 900 2 + 000 2 + 100 2 + 200 2 + 300 2 + 4 00 2 + 5 00 2 + 6 0 0 2 + 7 00 2 + 8 00 2 + 9 00 3 + 000 3 + 100 3 + 200 3 + 300 3 + 400 3 + 500 3 + 600 3 + 700 3 + 80 0 3 + 90 0 4 + 00 0 4 + 100 4 + 200 4 + 300 4 + 400 4 + 500 4 + 600 4 + 700 4 + 8 00 4 + 9 0 0 5 + 0 00 5 + 1 0 0 5 + 20 0 5 + 300 5 + 40 0 5 + 5 00 5 + 6 0 0 5 + 7 00 5 + 8 0 0 5 + 90 0 9 + 80 0 9 + 900 1 0 + 00 0 10 + 1 0 0 10 + 2 0 0 1 0 + 242 . 0 5 19 + 75 0 1 9 + 800 19 + 9 00 20+000 2 0 + 1 00 20 + 200 PC =0 +258 . 64 P C = 0 +4 8 7 . 0 5 PT =0 +516 . 8 7 PC =0 + 6 5 4 . 5 7 P T = 0 + 6 6 0 . 4 2 PC =0 + 8 5 8 . 13 PT=0 +87 2 . 13 PC =1 +3 39 . 2 0 PT=1 +36 5 . 25 PC =2 +389 . 35 PT=2 +5 16 . 9 1 PC =2 +5 3 5 . 1 6 PT=2 +5 7 7 . 12 PC =2 +61 8 . 59 PT= 2 +674 . 42 PC =4 +739 . 48 P T=4 +74 7 . 53 P C =5 +07 0 . 4 0 PRC =5 +2 6 0 . 52 P T=5 + 34 8 . 81 P C = 5 + 5 8 4 . 2 9 PT=5 +6 52 . 38 PC =5 +7 12 . 66 PT=5 +7 56 . 68 PC =5 +78 3 . 96 P T =5 + 8 4 9 . 0 3 7.48 7.19 8.26 8.00 5.50 3.65 3.75 2.50 3.65 3.75 2.50 5.50 3.65 3.75 2.50 3.65 3.75 2.50 R=1300 W EST 85 R=200 R=500 R=1 7 0 R=170 8 R=500 R=180 R = 6 0 0 R=46 0 R= 5 00 R=50 0 R=1500 CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT MOUNTABLE CURB & GUTTER OPSD 600.030 (TYP.) CUT C 13 ( T RC AI D9 ) C12 C 1 1 ( T RC AI D8 ) C9 C 8 ( T RC AI D6 ) C 7 ( T RC AI D5 ) C 1 0 ( T RC AI D7 ) S A L T CR EE KC U L V E R T D E AN SC U L V E R T C 6 ( T RC AI D4 ) C5 C 4 ( T RC AI D3 ) C3 OU TLET 11 B I O - R ET E N S I O NS WA LE D I S C H A R G ET OE N HA N C E D OU TLET 1 0 B I O - R ETE N S I O NS WA L E D I S C H A R G ET OE N H AN C E D OU TL E T 2 A B I O - R ET E N S I ONS WA LE D I S C H A R G ET OE N HA N C E D OU TLET 2 B P R O P . S T O R MS E WE R P R O P . S T O R MS E WE R P R O P . S T O R MS E WE R P R O P . S T O R MS E WE R P R O P . S T O R MS E WE R NO RR I SBR I D G E C 2 ( T RC AI D2 ) OGS 11 OGS 10 OGS 2A OGS 2B P R E C A S T C U L V E R T ( 7 . 15 mX2 . 30 m) WI T H10 . 67 mX2 . 13 m R E P L A C EE X I S T I N GC ON . B OX P R E C A S T C U L V E R T ( 6 . 5 0 mX2 . 20 m) WI T H1 0 . 6 7 mX2 . 13 m R E P L A C EE X I S T I N GC ON . C U L V E R T CSPA C SPWI T H139 0 mmX9 70 mm CSPA C S PWI T H139 0 mmX970 mm 11 . 50 B I O - R ET E N S I O NS WA LE D I S C H A R G ET OE N HA N C E D P R O P . F L A T B O TT O MD I T C H P R O P . F L A T B O T T O MD I T C H P R O P . F L A T B O TT O MD I T C H P R O P . F L A T B O T T O MD I T C H WI T H139 0 mmX970 mmC S P A P R O P . F L A T B O TT O MD I T C H WI T H13 90 mmX970 mmC S P A P R O P . F L A T B O TT O MD I T C H P R O P . F L A T B O TT O MD I T C H 14 . 6 4 mX3 . 35 mC O N SP AN R E P L A C EE X I S T I N GBR I D G EWI T H P R O P . F L A T B O TT O MD I T C H S E WE RT OC U L V E R T 11 F L O W I SC O LLE C T E DB YS T O R M P R O P . VT Y P ED I T C H P R O P . VT Y P ED I T C H P R O P . VT Y P ED I T C H P R O P . VT Y P ED I T C H P R O P . VT Y P ED I T C H P R O P . VT Y P ED I T C H P R O P . VT Y P ED I T C H P R O P . VT Y P ED I T C H OPSD 600.030 (TYP.) MOUNTABLE CURB & GUTTER B O TT O MD I T C H P R O P . F L A T DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESI GNAT ED 2 6 m R. O. W ( T YP. ) DESI GNATED 26 m R. O. W ( T YP. ) DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESIGNATED 45m R.O.W (TYP.) DESI GNATED 30 m R. O. W ( T YP. ) DESI GNAT ED 3 0 m R. O. W ( T YP. ) 1 4045 1 4001 1 3972 1 3958 6017 6046 1 3959 6060 6035 1 3949 6051 13941 6071 6065 0 1 3889 13879 1 3869 1 3857 0 13845 13755 13598 1 3588 1 3440 1 3649 1 3531 13571 13432 13392 1 3380 13441 13341 1 3329 1 3319 13309 13299 13285 0 13291 13123 0 0 0 12958 0 5962 6035 1 2999 12863 0 6028 6045 6055 6040 0 13095 13069 13186 1 3256 13198 13210 13213 13195 13221 0 12366 12374 1 2404 12394 12389 0 12484 12333 12542 1 2445 12347 0 0 1 2620 1 2577 0 0 12541 0 0 0 0 0 0 13660 13726 0 0 13789 13793 13803 1381 9 13839 5958 5964 1 4057 0 5937 5968 5961 5945 5992 5969 1 3571 13940 13846 SAN SAN S AN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 6 0 0 C ON C 6 00 C ON C 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 6 0 0 C ON C 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 600 CONC 6 0 0 C ON C 600 CONC 600 C ON C 600 CONC 600 CONC 6 0 0 CONC 750 CONC 750 CONC 750 CONC 750 CONC 750 CONC 750 CONC 750 CONC 750 CONC 750 CONC 750 CONC 250 PVC 600 CONC 600 CONC 600 CONC WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC 300 PVC C C C B B C B C C B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H 375 G G G G G G G G G G G G G G G G G G G G G 150 S AN A I R P O R T R OAD HEALEY ROAD A I R P O R T R OAD ROAD OL D SCHOOL A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD HEALEY ROAD OL D SCHOOL ROAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD A I R P O R T R OAD K I NG S T REET K I NG S T REET K I N G S T R E ET COURT PURDUE P C= 9 + 895 . 24 P T= 9 + 9 4 6 . 3 1 P C= 10 + 0 3 1 . 74 P T= 1 0 + 088 . 04 P C= 19 + 8 0 2 . 7 7 P T= 19 + 8 5 9 . 3 4 P C= 1 9 + 945 . 9 1 P T = 19 + 983 . 6 4 P C= 2 0 + 078 . 74 P T= 20 + 11 1 . 54 P C= 20 + 13 2 P T = 20 + 180 . 70 9 + 80 0 9 + 900 1 0 + 00 0 10 + 1 0 0 10 + 2 0 0 1 0 + 242 . 0 5 P C= 9 + 895 . 24 P T= 9 + 9 4 6 . 3 1 P C= 10 + 0 3 1 . 74 P T= 10 + 088 . 04 P T = 19 + 983 . 6 4 P C= 19 + 8 0 2 . 7 7 P T= 19 + 8 5 9 . 3 4 P C= 1 9 + 945 . 9 1 P C= 2 0 + 078 . 74 P T= 20 + 11 1 . 54 P C= 20 + 13 2 P T = 20 + 180 . 70 AIRPORT ROAD - DESIGN PLAN LEGEND: PROPOSED PROPERTY ACQUISITION GRADING LIMIT PROPOSED EASEMENT DESIGNATED RIGHT OF WAY (R.O.W.) BETWEEN MAYFIELD ROAD AND KING STREET ’A - A’ (1.0km NORTH OF MAYFIELD ROAD TO 610m SOUTH OF KING STREET) TYPICAL MID-BLOCK CROSS SECTION AIRPORT ROAD E XTNG RO AD CEN TR ELE PRO POS ED ROA D CENT REL I NE 2.50 SHOULDER PAVED 5.50 LINE PROPERTY EXISTING LINE PROPERTY EXISTING EXISTING GROUND (WEST SIDE) (EAST SIDE) SOUTHBOUND LANES NORTHBOUND LANES TWLT 2 : 1 2 : 1 3 : 1 3 : 1 LINE PROPERTY PROPOSED LINE PROPERTY PROPOSED 3.65 3.75 22.50 22.50 2.50 SHOULDER PAVED 3.65 3.75 0.50 ROUNDING 0.50 ROUNDING VARIES VARIES CE NTRELE EXTNG ROAD PR OPOSE D ROAD CENTR ELE EXISTING GROUND (WEST SIDE) (EAST SIDE) 4.00 BOULEVARD SOUTHBOUND LANES NORTHBOUND LANES 2 : 1 3 : 1 LINE PROPERTY PROPOSED LINE PROPERTY PROPOSED 2.00 SIDEWALK 1.00 PAD SPLASH 6.70 22.50 22.50 ’C - C’ (610m SOUTH OF KING STREET TO NORTH OF KING STREET) TYPICAL MID-BLOCK CROSS SECTION AIRPORT ROAD 5.50 TWLT 3.50 3.75 3.50 3.75 1.00 SOD 1.00 BUFFER 1.50 BIKELANE 1.00 BUFFER 1.50 BIKELANE 4.00 BOULEVARD 2 : 1 3 : 1 2.00 SIDEWALK 1.00 PAD SPLASH 1.00 SOD BUFFER 1.50 BIKELANE LINE PROPERTY EXISTING LINE PROPERTY EXISTING VARIES VARIES ’B - B’ (ROUNDABOUT APPROACH - LOOKING NORTH) STA: 2+500 AIRPORT ROAD EX TG RO AD CE NTRELE 2.50 SHOULDER PAVED PRO POSE D ROAD CEN TRELE (WEST SIDE) (EAST SIDE) SOUTHBOUND LANES 2.50 SHOULDER PAVED VARIES MEDIAN RAISED NORTHBOUND LANES LINE PROPERTY EXISTING EXISTING GROUND LINE PROPERTY EXISTING 3 : 1 3 : 1 2.00 TYPICAL 2 : 1 2 : 1 22.50 23.73 LINE PROPERTY PROPOSED LINE PROPERTY PROPOSED 3.75 (TYP.) 3.65 (TYP.) VARIES VARIES 3.75 (TYP.) 3.65 (TYP.) 4.74 0.50 ROUNDING 0.50 ROUNDING EXTNG ROAD CENTREL I NE PROPOSE D ROAD CENTR ELE ’D - D’ (ROUNDABOUT APPROACH - LOOKING NORTH) STA: 5+650 (SANDHILL) AIRPORT ROAD 4.00 BOULEVARD LINE PROPERTY EXISTING LINE PROPERTY EXISTING EXISTING GROUND VARIES (WEST SIDE) (EAST SIDE) 4.00 BOULEVARD SOUTHBOUND LANES NORTHBOUND LANES RAISED MEDIAN 2 : 1 2 : 1 3 : 1 3 : 1 LINE PROPERTY PROPOSED LINE PROPERTY PROPOSED 3.75 (TYP.) 3.50 (TYP.) VARIES VARIES 3.75 (TYP.) 3.50 (TYP.) 2.00 SIDEWALK 1.00 PAD SPLASH 2.00 SIDEWALK 1.00 PAD SPLASH 2.52 22.50 22.50 1.00 SOD 1.00 SOD

Upload: others

Post on 03-Dec-2021

4 views

Category:

Documents


0 download

Report

TRANSCRIPT

Page 1: Airport Road Design Plan - Peel Region

BUILDINGBUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING BUILDING

BUILDING

BUILDINGBUILDING

BUILDINGBUILDING

BUILDING

BUILDING

BUILDINGBUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING BUIL

DIN

G

BUILDING

BUIL

DIN

G

BUIL

DIN

G

BUILDING

BUIL

DIN

G

BUIL

DIN

GB

UIL

DIN

G

BUIL

DIN

G

BUIL

DIN

G

BUILDING

BUILDING

BUIL

DIN

G

BUILDING

BUILDING

BUIL

DIN

G

BUIL

DIN

GB

UIL

DIN

G

BUIL

DIN

G

BUIL

DIN

G

BUILDING

SALT CREEK

142940138

142940325

142940324

142940137

142940323

142940139

142940140

142940318

142940319

142980132

142980133

142980134

142980120

142980121

142980122

142980123

142980124

142980125

142980126 142980127

142980110

142980129

142980130

142980111

142980112

142980113

142980145

142980118

142980131

142980114

142980115

142980116

142980117

142980119

142980128

143270209

143270080

143270419

143270072

143270074

143270001

143270004

143270421 143270422

143270423

143270002

143270003

143270078

143270055

143270066

143270067

143270075

143270076

143270077

143270205

143270068

143270069

143270070

143270014

143270015

143270016

143270017

143270053

143270054

143270056

143270071

143270026

143270027

143270028

143270030

143270052

143270029

143270073 143270025

143270050

143270051

143270042

143270018

143270019

143270020

143270021

143270022

143270023

143270024

143280028

143280027

143280029

143280167

143470118

143470111

143470112 1

43470113

143470114

143470108

143470109

143470110 143470115

143470116

143470117

143470302

143470291

143470304

143470298

143470300

143470290

143470119

143470120

143480469143480467

143480471

143480014

143480016

143480437

143480006

143480007

143480008

143480010

143480001

143480002

143480003

143480009

143480005

143480433

143480447

143480449

143480461

143480427

143480425

C

C

D

D

B

B

A

A Mayfield Road)

(– 930m North of

PROJECT LIMIT

LIMIT

PROJECT

0.222 Ha 0.049 Ha0.034 Ha

0.007 Ha0.006 Ha

0.042 Ha

0.010 Ha

0.148 Ha

0.0

07 H

a

0.072 Ha

0.093 Ha

0.0

99 H

a

0.0

23 H

a

0.049 Ha0.009 Ha

0.497 Ha

0.359 Ha

0.0

39 H

a

0.0

27 H

a

0.112 Ha 0.023 Ha 0.030 Ha

0.159 Ha

0.0

08 H

a

0.0

09 H

a

0.0

05 H

a

0.0

08 H

a

0.0

23 H

a

0.020 Ha 0.102 Ha 0.029 Ha 0.141 Ha 0.042 Ha0.097 Ha

0.176 Ha 0.058 Ha 0.139 Ha 0.141 Ha0.146 Ha 0.129 Ha

0.087 Ha

0.387 Ha

0.111 Ha 0.089 Ha 0.054 Ha 0.046 Ha 0.094 Ha 0.035 Ha 0.026 Ha 0.093 Ha 0.051 Ha 0.277 Ha 0.070 Ha 0.042 Ha 0.174 Ha 0.289 Ha0.216 Ha

0.047 Ha 0.037 Ha 0.023 Ha 0.019 Ha0.039 Ha 0.015 Ha

0.011 Ha

0.386 Ha

0.071 Ha0.214 Ha0.004 Ha0.065 Ha0.006 Ha0.001 Ha0.089 Ha

0.121 Ha

0.039 Ha

0.0

05 H

a

0.020 Ha 0.020 Ha 0.020 Ha 0.058 Ha 0.064 Ha0.062 Ha 0.081 Ha 0.078 Ha 0.138 Ha 0.123 Ha 0.016 Ha 0.022 Ha

0.023 Ha 0.023 Ha 0.068 Ha 0.074 Ha 0.043 Ha 0.030 Ha

(Gra

din

g E

ase

ment)

0.0

11 H

a

(Gra

din

g E

ase

ment)

0.0

14 H

a

(Gra

din

g E

ase

ment)

0.0

19 H

a

(Gra

din

g E

ase

ment)

0.0

18 H

a(G

radin

g E

ase

ment)

0.0

28 H

a

(Gra

din

g E

ase

ment)

0.0

28 H

a(G

radin

g E

ase

ment)

0.0

14 H

a

(Full Buy-out)

0.195 Ha

(Full Buy-out)

0.193 Ha (Full Buy-out)

0.019 Ha

(Full Buy-out)

0.136 Ha

(Full Buy-out)

0.094 Ha

(Full B

uy-o

ut)

0.1

01 H

a

(Full Buy-out)

0.193 Ha(Full Buy-out)

0.189 Ha(Full Buy-out)

0.189 Ha

(Full Buy-out)

0.187 Ha

(Full Buy-out)

0.279 Ha

EASEMENT)

(TEMPORARY

0.056 Ha

(Full Buy-out)

0.145 Ha

0.008 Ha0.021 Ha

EASEMENT)

(TEMPORARY

0.069 Ha

0.037 Ha

(Gra

din

g E

ase

ment)

0.0

09 H

a

(Full Buy-out)

0.193 Ha

(Full Buy-out)

0.201 Ha

(Full Buy-out)

0.194 Ha

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

OPSD 605.010 (TYP)

GUTTER OUTLET

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

OPSD 608.010 (typ)

CURB TERMINATION

2.0 S/W

2.0 S/W

2.0 S/W

2.0 S/W

1.8m SHLD

1.8m SHLD

1.8m SHLD

1.8m SHLD

1.8m SHLD

1.8m SHLD

2.0 S/W

2.0 S/W

OPSD 608.010 (typ)

CURB TERMINATION

9.2

3

8.5

8

10.2

4

6.7

6

12.01

14.11

12.53

6.3

3 12.3

3

5.7

4

3.9

2

6.4

6

2.0

9 4.3

6 4.4

0

10.1

0

8.8

8

8.3

4

CURB & GUTTER OPSD 600.0408.2

2

7.8

4 6.6

0

6.3

3

6.4

1

2.59

4.30

0.79

5.5

0

3.6

5

3.7

5

2.5

0

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER 2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER 2.5m PAVED SHOULDER

2.5m PAVED SHOULDER 2.5m PAVED SHOULDER

2.5m PAVED SHOULDER 2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

2.5m PAVED SHOULDER

1.5m BIKE LANE

OPSD 608.010 (TYP.)

CURB TERMINATION

MOUNTABLE CURB & GUTTER OPSD 600.030 (TYP.)

MOUNTABLE CURB & GUTTER OPSD 600.030 (TYP.)

1.0m SPLASH PAD

OPSD 600.040 CURB & GUTTER

R=4000R=4000

R=4000

R=4000 R=4000 R=4000

R=2100

R=4000

0+000

0+100

0+200

0+300

0+400

0+500

0+600

0+700

0+800

0+900

1+000

1+100

1+200

1+300

1+400

1+500

1+600

1+700

1+800

1+900

2+000

2+100

2+200

2+300

2+400

2+500

2+600

2+700

2+800

2+900

3+000

3+100

3+200

3+300

3+400

3+500

3+600

3+700

3+800

3+900

4+000

4+100

4+200

4+300

4+400

4+500

4+600

4+700

4+800

4+900

5+000

5+100

5+200

5+300

5+400

5+500

5+600

5+700

5+800

5+900

9+800

9+900

10+000

10+100

10+200

10+242.05

19+750

19+800

19+900

20+000

20+100

20+200

PC = 0

+258.6

4

PC = 0

+487.0

5

PT = 0

+516.8

7

PC = 0

+654.5

7

PT = 0

+660.4

2

PC = 0

+858.1

3

PT = 0

+872.1

3

PC = 1

+339.2

0

PT = 1

+365.2

5

PC = 2

+389.3

5

PT = 2

+516.9

1

PC = 2

+535.1

6

PT = 2

+577.1

2

PC = 2

+618.5

9

PT = 2

+674.4

2

PC = 4

+739.4

8

PT = 4

+747.5

3

PC = 5

+070.4

0

PR

C = 5

+260.5

2

PT = 5

+348.8

1

PC = 5

+584.2

9

PT = 5

+652.3

8

PC = 5

+712.6

6

PT = 5

+756.6

8

PC = 5

+783.9

6

PT = 5

+849.0

3

7.48

7.19

8.26

8.00

5.50

3.65

3.75

2.50

3.65

3.75

2.50

5.50

3.65

3.75

2.50

3.65

3.75

2.50

R=1300

WE

ST

85°

R=200

R=500

R=170

R=170

8°

R=500

R=180

R=600

R=460

R=500

R=500

R=1500

CUTCUT

CUT CUT CUT CUT CUT CUT CUTCUT

CUT CUT

CUT

CUT CUTCUT

CUT CUTCUT CUT CUT CUT

MOUNTABLE CURB & GUTTER OPSD 600.030 (TYP.)

CUT

C13 (TRCA ID 9)

C12 C11 (TRCA ID 8)

C9

C8 (TRCA ID 6)

C7 (TRCA ID 5)

C10 (TRCA ID 7)

SALT CREEK CULVERT

DEANS CULVERTC6 (TRCA ID 4)

C5 C4 (TRCA ID 3)

C3

OUTLET 11

BIO-RETENSION SWALE

DISCHARGE TO ENHANCED

OUTLET 10

BIO-RETENSION SWALE

DISCHARGE TO ENHANCED OUTLET 2A

BIO-RETENSION SWALE

DISCHARGE TO ENHANCED OUTLET 2B

PROP.STORM SEWER

PROP.STORM SEWER

PROP.STORM SEWER

PROP.STORM SEWER

PROP.STORM SEWER

NORRIS BRIDGEC2 (TRCA ID 2)

OGS 11

OGS 10OGS 2A OGS 2B

PRECAST CULVERT

( 7.15m X 2.30m ) WITH 10.67m X 2.13m

REPLACE EXISTING CON. BOX

PRECAST CULVERT

( 6.50m X 2.20m ) WITH 10.67m X 2.13m

REPLACE EXISTING CON. CULVERT

CSPA

CSP WITH 1390mm X 970mm CSPA

CSP WITH 1390mm X 970mm

11.50BIO-RETENSION SWALE

DISCHARGE TO ENHANCED

PROP. FLAT BOTTOM DITCHPROP. FLAT BOTTOM DITCH

PROP. FLAT BOTTOM DITCHPROP. FLAT BOTTOM DITCHWITH 1390mm X 970mm CSPA

PROP. FLAT BOTTOM DITCH

WITH 1390mm X 970mm CSPAPROP. FLAT BOTTOM DITCH

PROP. FLAT BOTTOM DITCH

14.64m X 3.35m CONSPAN

REPLACE EXISTING BRIDGE WITH

PROP. FLAT BOTTOM DITCH

SEWER TO CULVERT 11

FLOW IS COLLECTED BY STORM

PROP. V TYPE DITCH

PROP. V TYPE DITCH

PROP. V TYPE DITCH

PROP. V TYPE DITCH

PROP. V TYPE DITCH

PROP. V TYPE DITCH

PROP. V TYPE DITCH

PROP. V TYPE DITCH

OPSD 600.030 (TYP.)MOUNTABLE CURB & GUTTER

BOTTOM DITCH

PROP. FLAT

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DE

SIG

NA

TE

D 2

6m R.O.W (T

YP.)

DE

SIG

NA

TE

D 2

6m R.O.W (T

YP.)

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DESIGNATED 45m R.O.W (TYP.)

DE

SIG

NA

TE

D 3

0m R.O.W (T

YP.)

DE

SIG

NA

TE

D 3

0m R.O.W (T

YP.)

14045

14001

13972

13958

6017

6046

13959

6060

6035

13949

6051

13941

6071

6065

0

13889

13879

13869

13857

0

13845

13755

1359813

588

13440

13649

13531

13571

13432

13392

13380

13441

13341

13329

13319

13309

13299

13285

0

13291

1312

3

0

0

0

12958

0

5962

6035

12999

12863

0

6028

6045

6055

6040

0

13095

13069

1318

6

13256

1319

8

13210

1321313

195

13221

0

12366

12374

12404

12394

12389

0

12484

12333

12542

12445

12347

0

0

12620

12577

0

0

12541

0

0

0

00

0

13660 13

726

0

0

13789

13793

13803

13819 13

839

5958

5964

14057

0

5937

5968

5961

5945

5992

5969

13571

13940

13846

SANSAN

SAN

SANSANSAN

SAN

SANSAN

SANSANSANSANSAN

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN

SANSAN

SANSANSAN

SANSANSANSAN

SANSANSANSAN

SANSANSANSANSANSANSANSANSANSANSAN

SAN SAN

SA

N

SA

N

SA

N

SANSAN

600 CONC600 CONC600 CONC600 CONC

600

CONC

600 CONC600 CONC

600 CONC

600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC

600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC

600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC

600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC600 CONC

600 CONC

600 CONC600 CONC600 CONC600 CONC

600

CONC750 CONC

750 CONC

750 CONC750 CONC750 CONC750 CONC750 CONC

750 CONC750 CONC750 CONC

250

PV

C

600 CONC 600 CONC

600 CONC

WMWMWMWMWMWMWMWMWMWMWM

WM

WMWMWMWMWM

WMWM

WM

WMWM

WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM

WM

WM

WMWMWM

WMWM

WM

WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM

300 PVC300 PVC300 PVC300 PVC300 PVC

300 PVC

300 PVC300 PVC

300 PVC300 PVC

300 PVC

300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC

300 PVC

300 PVC

300 PVC300 PVC

300 PVC

300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC300 PVC

C

C

C

B

B

C

BC

C

B B B B BB B BB

BBB

B

BBB

B B BB

B B B B B B B B B B B B

B

B

BB

BB

B

B

B

B

B

HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH

375

GGGGGGGGGGGGGGGGGGGGG

15

0

SA

N

AIRPORT ROAD

HE

ALE

Y R

OA

D

AIRPORT ROAD

RO

AD

OL

D S

CH

OO

L AIRPORT ROAD

AIRPORT ROADAIRPORT ROAD

AIRPORT ROAD

AIRPORT ROAD

HE

ALE

Y R

OA

D

OL

D S

CH

OO

L R

OA

D

AIRPORT ROAD

AIRPORT ROAD AIRPORT ROAD

AIRPORT ROADAIRPORT ROAD AIRPORT ROAD

AIRPORT ROAD AIRPORT ROAD AIRPORT ROAD AIRPORT ROADAIRPORT ROAD AIRPORT ROAD

AIRPORT ROAD

KIN

G S

TR

EE

T

KIN

G S

TR

EE

T

KIN

G S

TR

EE

T

CO

UR

TP

UR

DU

E

PC = 9+895.24

PT = 9+946

.31

PC = 10+03

1.74

PT = 10+088.04

PC = 19+802.77

PT = 19+859.34

PC = 19+945.91

PT = 19+983.64

PC = 20+078.74

PT = 20+111.54

PC = 20+132

PT = 20+180.70

9+800

9+900

10+000

10+100

10+200

10+242.05

PC = 9+895.24

PT = 9+946

.31

PC = 10+03

1.74

PT = 10+088.04

PT = 19+983.64

PC = 19+802.77

PT = 19+859.34

PC = 19+945.91

PC = 20+078.74

PT = 20+111.54

PC = 20+132

PT = 20+180.70

AIRPORT ROAD - DESIGN PLANLEGEND:

PROPOSED PROPERTY ACQUISITION

GRADING LIMIT

PROPOSED EASEMENT

DESIGNATED RIGHT OF WAY (R.O.W.)

BETWEEN MAYFIELD ROAD AND KING STREET

’A - A’

(1.0km NORTH OF MAYFIELD ROAD TO 610m SOUTH OF KING STREET)

TYPICAL MID-BLOCK CROSS SECTION

AIRPORT ROAD

EXIS

TIN

G R

OA

D C

EN

TR

ELIN

E

PR

OP

OS

ED R

OA

D C

EN

TR

ELIN

E

2.50

SHOULDER

PAVED

5.50

LINE

PROPERTY

EXISTING

LINE

PROPERTY

EXISTING

EXISTING GROUND

(WEST SIDE)(EAST SIDE)

SOUTHBOUND LANES NORTHBOUND LANES

TWLT

2:1

2:1

3:1

3:1

LINE

PROPERTY

PROPOSED

LINE

PROPERTY

PROPOSED

3.653.75

22.50 22.50

2.50

SHOULDER

PAVED

3.65 3.75 0.50

ROUNDING

0.50

ROUNDING

VARIESVARIES

CE

NT

RE

LIN

E

EXIS

TIN

G R

OA

D

PR

OP

OS

ED R

OA

D C

EN

TR

ELIN

E

EXISTING GROUND

(WEST SIDE) (EAST SIDE)4.00

BOULEVARD

SOUTHBOUND LANES NORTHBOUND LANES

2:1

3:1

LINE

PROPERTY

PROPOSED

LINE

PROPERTY

PROPOSED

2.00

SIDEWALK

1.00

PAD

SPLASH

6.70

22.50 22.50

’C - C’

(610m SOUTH OF KING STREET TO NORTH OF KING STREET)

TYPICAL MID-BLOCK CROSS SECTION

AIRPORT ROAD

5.50

TWLT

3.503.75 3.50 3.75 1.00

SOD

1.00

BUFFER

1.50

BIKELANE

1.00

BUFFER

1.50

BIKELANE

4.00

BOULEVARD

2:1

3:1

2.00

SIDEWALK

1.00

PAD

SPLASH

1.00

SOD

BUFFER

1.50

BIKELANE

LINE

PROPERTY

EXISTING

LINE

PROPERTY

EXISTING

VARIESVARIES

’B - B’

(ROUNDABOUT APPROACH - LOOKING NORTH)

STA: 2+500

AIRPORT ROAD

EXIS

TIN

G R

OA

D C

EN

TR

ELIN

E

2.50

SHOULDER

PAVED

PR

OP

OS

ED R

OA

D C

EN

TR

ELIN

E

(WEST SIDE) (EAST SIDE)

SOUTHBOUND LANES

2.50

SHOULDER

PAVED

VARIES

MEDIAN

RAISED

NORTHBOUND LANESLINE

PROPERTY

EXISTING

EXISTING GROUND

LINE

PROPERTY

EXISTING

3:1 3:1

2.00

TYPICAL

2:1

2:1

22.50 23.73

LINE

PROPERTY

PROPOSED

LINE

PROPERTY

PROPOSED

3.75 (TYP.) 3.65 (TYP.)

VARIES VARIES

3.75 (TYP.)3.65 (TYP.)

4.74

0.50

ROUNDING

0.50

ROUNDING

EXIS

TIN

G R

OA

D C

EN

TR

ELIN

E

PR

OP

OS

ED R

OA

D C

EN

TR

ELIN

E

’D - D’

(ROUNDABOUT APPROACH - LOOKING NORTH)

STA: 5+650 (SANDHILL)

AIRPORT ROAD

4.00

BOULEVARD

LINE

PROPERTY

EXISTING

LINE

PROPERTY

EXISTING

EXISTING GROUND

VARIES

(WEST SIDE) (EAST SIDE)

4.00

BOULEVARDSOUTHBOUND LANES NORTHBOUND LANES

RAISED MEDIAN

2:1

2:1

3:13:1

LINE

PROPERTY

PROPOSED

LINE

PROPERTY

PROPOSED

3.75 (TYP.) 3.50 (TYP.)

VARIES VARIES

3.75 (TYP.)3.50 (TYP.)

2.00

SIDEWALK

1.00

PAD

SPLASH

2.00

SIDEWALK

1.00

PAD

SPLASH

2.52

22.50 22.50

1.00

SOD

1.00

SOD

Cloud-Chasing and Gummi Bears - Peel Region

Dixie Road Lane Reconfiguration - Peel Region

PEEL REGION · 2014. 12. 20. · PEEL REGION ´ KEY FEATURES!(!(! ... Peel Inlet Huntley Wagerup Pinjarra Pinjarra Gallium T Y Murrayfield Airpark LANE POOLE RESERVE YALGORUP NATIONAL

Directory of Language Training Programs Peel … OF LANGUAGE TRAINING PROGRAMS IN PEEL REGION, HALTON REGION AND DUFFERIN COUNTY Table 2

Region of Peel roads

Cash management strategy - Peel Region

Region of Peel Report - Mental Health Commission of Canada · Region of Peel Report Dorothy Luong, Bonnie Kirsh, and Terry Krupa May 2013

Take Control Prevent Infection! - Peel Region

OPP 2020 Budget Presentation - v9 - Peel Region

2015 / 2016€¦ · Evaluation Reference Group Peel District School Board Region of Peel United Way of Peel Region CHILDREN AND YOUTH Peel District School Board United Way of Peel

Airport Road Improvements - Peel Region · 2020. 3. 11. · Airport Road, and provides details of the hydrologic and physical conditions. Most of the watercourses convey flow through

Water Quality Report - Peel Region

The Peel Region Cyclists Handbook - Walk and Roll Peelwalkandrollpeel.ca/cycling/peel-cyclists-handbook.pdf · The Peel Region Cyclists Handbook ... Bike to work or school Commuting

Region of Peel

Stress and the Developing Brain - Region of Peel

Minutes of Meeting - Peel Region

TransHelp Application Form - Peel Regionpeelregion.ca/staticfiles/Peel Region/TransHelp/PDF... · TransHelp Service Eligibility Application Form 1 Instructions Introduction The Region

Airport Road Improvements - Peel Region › pw › transportation › environ... · 2020-03-11 · Airport Road from 1.0 km north of Mayfield to 0.6 km north of King Street Town of

Mississauga Cycling Advisory Committee · Region of Peel, Sustainable Transportation Strategy . Arthur Lo, Project Manager, Region of Peel spoke to the Region of Peel’s Sustainable

TABLE OF CONTENTS - Peel Region

Environmental Review - Peel Region Scheme Amendment … · Environmental Review Peel Region Scheme Amendment 017/57, North Yunderup SUMMARY The Peel Region Planning Committee of the

Peel Region CAD Standards

Appendix F - Study Completion - Peel Region

Peel Region · PEEL REGION GOODS MOVEMENT STRATEGIC PLAN 2017-2021 5 Region of Peel Long Range Transportation Plan The Region of Peel Long Range Transportation Plan (LRTP) Update

Annual Report 2018 - Region of Peel

Peel Health Peel Early Identification Committee and Region of Peel Public Health Strategies to Promote the 18 Month Well Baby Assessment

Climate Change and Peel Region. Adaptation to WHAT?

MEMORANDUM - Peel Region

Public Works Design, Specifications & Procedures - Region of Peel

Peel Region Urban Forest Strategy - Mississauga · PEEL REGION URBAN FOREST STRATEGY i ACKNOWLEDGEMENTS . The Peel Region Urban Forest Strategy has been prepared in partnership by

2021 Enterprise Asset Management Plan - Peel Region

Water Design - Region of Peel

Age+Sex Page1 2016 - Peel Region

COMMERCIAL NEEDS STUDY - Peel Region

Revisioning education in peel region ontario canada