CDED CHAPTER F Saple Quaniy Shees SAMPLE QUANTITY S Saple Quaniy Shees are aached. Augus 07 (UNDER REVIEW) CDED F-50
Clearing () Close Cu () Grubbing SAMPLE - Close Cu Clearing QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 Locaion and Posiion s HIGHWAY 7 ALTON TOWNSHIP 3+978 - +06 R 33 +030 - +50 R 363 3 +900-5+070 L (Slope Flaening Area) 3 +950-5+050 R (Slope Flaening Area) 575 5+08-5+0 R 53 5+350-5+0 L 8 85 5+530-5+700 R 90 760 5+80-5+980 L 660 550 6+03-6+39 L 750 6+560-6+630 L 70 8+960-9+090 R (Slope Flaening Area) 880 DeCAL TOWNSHIP +00 - +90 L 375 50 3+00-3+70 R Slope Flaening 50 5+0-5+ R (Gauhier Road) 70 5+0-5+70 R (Gavin Road) 50 00 368 ha.0 ha 0.36 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
(Grading) Earh Excavaion (Grading) Rock Excavaion Rock Face Rock Ebanken Rock Supply Earh Available 3865 7 8 36 7 36 50 05 865 87 8 55 396 39 63 35 53 86 80 393 79 3 3 9 395 076 6 0070 37 3897 3 3 039 039 3 - Earh Required 039 039 3 - Slope Flaening 756 7 8 36 7 36 50 396 39 50 35 3978 3 - Earh Bers HIGHWAY HUIBERS TOWNSHIP +50 - +650 Cu/Fill Fill Sripping Cu Sripping Muskeg Excavaion Muskeg Backfill +650 - +000 Cu/Fill Shaer Fill Sripping Muskeg Excavaion Muskeg Backfill +830 - +860 Exra Shaer +80 - +905 L +830 - +90 R +000 - +350 Cu/Fill Fill Sripping Muskeg Excavaion Muskeg Backfill +350 - +700 Cu/Fill Shaer Fill Sripping +590 - +600 Exra Shaer +575 - +66 R +575 - +66 L 390 00 909 3 5 88 6 7 0 70 70 3 - SAMPLE - Earh & Rock QUANTITIES - GRADING Descripion Toal Sripping Sripping Available Top Soil Required Sripping Balance Rearks: Volue adjusen facor for earh have been applied o quaniies shown. W.P. No. 000-08-00 Conrac No. 008-000 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-99 90-0
(Grading) Earh Excavaion (Grading) Rock Excavaion Rock Face Rock Ebanken Rock Supply Earh Available 00 7 8 7886 3077 0 65 7 37 569 36 9 3 5 37,57 3 88,60 3 6,0 5 307 780 9,93 3 6 50 5,0 3 039 039 3 - Earh Required 039 039 3 - Slope Flaening 3978 3978 3 - Earh Bers +700 - +855 Cu/Fill 390 00 909 INMAN TOWNSHIP 0+000-0+350 Cu/Fill Shaer Fill Sripping 0+30-0+350 Exra Shaer 0+000-0+350 R 0+000-0+350 L 0+350-0+700.7 Cu/Fill Shaer Fill Sripping 0+630-0+660 L Lile Lake Road Enrance 0+360 L Cu/Fill OUTSIDE CONTRACT LIMITS 3757 8860 60 3 580 50% 60 8 6 5 88 993 0 50 7 70 60 3 30 - SAMPLE - Earh & Rock QUANTITIES - GRADING Descripion Toal Sripping Sripping Available Top Soil Required Sripping Balance Rearks: Volue adjusen facor for earh have been applied o quaniies shown. W.P. No. 000-08-00 Conrac No. 008-000 3 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-99 90-0
Min. Op. W. Crawler Md. - 0.000 kg. Renal of Hydraulic B hoe - Dich Cleanou (Earh) 39 h 8 n/a - Dich Cleanou (Rock) n/a 6 - Enrance Closure n/a 3 - Rock in Diches Drill and Blas (Machine Scaling) Rock Excavaion SAMPLE - Renal Equipen and Drill & Blas Rock QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 Locaion and Posiion s HIGHWAY 7 KOMPON TOWNSHIP +5 - +50 L 0 +565 L +700 - +785 R 5 +90 - +00 L. +00 - +3.06 L. +635 - +780 L +780 - +85 L 3+58 L 3+60-3+500 L 8 3+70-3+50 R 8 3+7 R 3+660-3+700 L 3+880-3+90 L 3+965-3+995 L 9+36 CL Culver, boh ends Toal Equipen Renal Hours 39 5 6 39 9 5 h 0 6. Quaniy () denoes locaion of work only MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
[Hand Sprayed] Granular Sealing (kg) [Machine Sprayed] Granular Sealing (kg) [Binder] Tack Coa Asphal Spillways SAMPLE - Granular Sealing HIGHWAY POCION TOWNSHIP +50-9+50 +90 - +85 R +6.5 R Foreslope +6.5 L Foreslope +38 - +575 R +575 - +66 +50 - +99 L +99 - +85 L +38 - +575 L SAUNDERS TOWNSHIP 0+000 - +800 0+000-0+3 R 0+3-0+8 R 0+000-0+33 L 0+377-0+90 L 0+90-0+78 L QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 5 Locaion and Posiion s 7995 63 5 7 835 86 3707 5 835 5888 7 363 873 807 89 kg 65 65 9069 9069,7 kg 9583 95,83 3 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
[Surface Course] Superpave.5 [Binder Course] Superpave 9.0 067 63 9 7 96 08 [50 ] [50 Disribuion] 5 35 663 873 876 85 [00 Disribuion] [50 Disribuion] [Deph Varies] 8 30 [Shouldering] Granular B, Type III HIGHWAY /7 SUTCH TOWNSHIP 0+00-9+7 Highway /7 Shoulders 0+00-9+7 L 0+00-9+7 R 50 55 0+00-0+700 0+75-0+70 L : Foreslope - Slope Flaening Area 88 0+70 Enrance L 0+390-0+60 L : Foreslope - Slope Flaening Area 93 0+3 Trench Reinsaeen 0+579-0+593 L Lane Excavaion 0+67 Enrance R 0+700 - +60 +60 - +90 +90 - +700 83 +700 - +00 Eas Bound Passing Lane +00 - +00 6089 853 399 9066 378 0 30 8 095 755 5 6 7 SAMPLE - Superpave & Granulars QUANTITIES - HOT MIX AND GRANULAR W.P. No. 000-08-00 Conrac No. 008-000 6 Descripion s Rearks: MINISTRY OF TRANSPORTATION - ONTARIO PH-D-505 90-0
[Surface Course] Superpave.5 [Binder Course] Superpave 9.0 77 90 7 86 [50 ] [50 Disribuion] 080 59 0 35 0 0 [00 Disribuion] [50 Disribuion] 538 37 [Deph Varies] [Shouldering] 9 87 Granular B, Type III SAMPLE - Superpave & Granulars QUANTITIES - HOT MIX AND GRANULAR W.P. No. 000-08-00 Conrac No. 008-000 7 Descripion s 853 399 9066 378 0 30 8 095 755 Wes Bound Passing Lane +00-6+760 05 5+73-5+908 L Tallari Road (R Turn Lane) 5+8 Trench Reinsaeen 6+760-6+90 6+90-7+000 7+000-9+7 7+036 L Enrance New Snow Plough Turn-Around 8+080-8+ L 63 8+7 Trench Reinsaeen 9+375-9+50 L : Foreslope - Slope Flaening Area 90 9+57 L Enrance 9+596-9+63 R Shld Excavaion 6 9+30-9+75 L : Foreslope - Slope Flaening Area 386 980 5568 05 05 8376 8376 538 538 3396 3396 39 39 095 095 05 9,80 5,568 5 3,0 6 0,5 7 Rearks: MINISTRY OF TRANSPORTATION - ONTARIO PH-D-505 90-0
U lying Gran. [] Recla. of Bi.Pav & In-Place Full Deph [Sraigh] [OPSD 600.0] Concree Curb and Guer [Terinaion] [OPSD 608.00] Concree Curb and Guer [OPSD 605.030 5 Degree] Oules Concree Guer Asphal Ruble Srips - [0 ] Parial Deph Reclai Asphal Paveen - 5 9306 0 35 95 56 56 8 8 333 333 8 9 0 Full Deph Reclai Asphal Paveen - SAMPLE - In-Place Full Deph, C&G, Ruble Srips, and Reclai QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 8 Locaion and Posiion s HIGHWAY 7 McGRATH TOWNSHIP +000 - +50 +50 - +55 3870 +55 - +335 +50 - +360 R +50 - +55 R +50 - +55 L +8 - +8 R +6 - +8 R +8 - +8 L +6 - +8 L +38 - +36 L +36 - +330 L +38 - +36 R +36 - +330 R +33 - +66 R +33 - +66 L 9306 8 8 06 5 3870 3. Provide 5 Thick Asphal Mebrane beween Curb and Bridge MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
U lying Gran. [] Recla. of Bi.Pav & In-Place Full Deph [Sraigh] [OPSD 600.0] Concree Curb and Guer [Terinaion] [OPSD 608.00] Concree Curb and Guer [OPSD 605.030 5 Degree] Oules Concree Guer Asphal Ruble Srips - [0 ] Parial Deph Reclai Asphal Paveen - 9306 8 8 06 5 3870 +335 - +888 967 9 303 650 36 6 9 38,953 8 9 0 Full Deph Reclai Asphal Paveen - SAMPLE - In-Place Full Deph, C&G, Ruble Srips, and Reclai QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 9 Locaion and Posiion s +888-6+7 MILLER TOWNSHIP 0+000-0+35 0+35-0+78 67 0+000-0+650 R 0+000-0+36 L 0+ - 0+650 L 0+78-0+990 38953 8 8 36 8 8 308,308 939,939 00 0,0 3. Provide 5 Thick Asphal Mebrane beween Curb and Bridge MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
and Dich Inles Manholes Cachbasins 600 x 600 and Dich Inles Manholes Cachbasins 00 SAMPLE - MH, CB, & DI QUANTITIES - DRAINAGE, MANHOLES, CATCH BASINS AND DITCH INLETS W.P. No. 000-08-00 Conrac No. 008-000 0 Locaion Sr No Saion Offse CL Grae or Cover Type of Srucure Sd No New Grae Sd No s Highway 7 +.5 5.90 RT 70.00 38.6 36. 3.00 Highway 7 +39.5.90 RT 70.00 38.65 35.73.9 Highway 7 3 +537..90 RT 70.00 38.39 35.99 3.00 Highway 59 5+050..50 LT 705.00 5.79.6.98 Highway 59 5 5+05..50 RT 705.00 6.5 5.3.98 POCION RIVER BRIDGE 6 6+557.8 705.00 00.00 % 08.63.98 3 3 3 5 3 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0 Slope of Grae Top of Grae Elevaion Low Inver Elevaion Deph of Srucure
Cach Basins and DI s Sewers, Manholes, Rock Excavaion for 500 + 75 S 3 500 Pipe Sewer 600 + 75 S 3 600 Pipe Sewer SAMPLE - Pipe Sewers QUANTITIES - SEWERS Inv Elevaion Pipe Fill Maerial Sr. No o Sr. No or Saion o Saion Locaion and Posiion o 6.90 5.75.8 B B G L o 5 5.68.58.8 B B G L 6 o 7 38.05 37.80 3.0 G N N L 8 o 9 38.5 37.85 3.0 GB N N L o 7 35.3 3.80. GB G NG L 9 o 3 3.5.35.3 G G NG L 3 6 0 6 36 36 7 5 33 50 8 8 8 6 6 6 W.P. No. 000-08-00 Conrac No. 008-000 s MINISTRY OF TRANSPORTATION - ONTARIO PH-D-500 90-0 Upsrea Downsrea Deph of Pipe Bedding Cover Backfill Pipe Joins Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D 3-00-D - Class 0-65-D - 0-D - Class 30 3rd digi = HDPE - Class 0 3 - RSC 60 5 - Class 0 or RSC 60 - Class 30 - RSC 50 6 - Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick 3 -.8 and 3.0 hick - 3.5 and.0 hick 5 -. and 5.0 hick 6-6.0 hick 7-7.0 hick Noe: 0 for any digi eans ha he pipe aerial is no accepable. Sae pipe aerial wih a higher value is also accepable. Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Deph o Pipe is fro op of paveen or ground surface a he upsrea inver o op of base pipe opening unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun.
500 + 5 C 000 500 + 5 S 000 500 Pipe Culver 600 C 000 600 S 000 600 Pipe Culver 800 + 00 C 00000 800 + 00 S 000 800 Pipe Culver 800 + C 0000 800 + 00 S 5000 800 Pipe Culver 975 S 0033 900 Pipe Culver 00 C 0003 050 + 50 S 3 000 Pipe Culver SAMPLE - Pipe Culvers (500, 600, 800, 900, & 000 ) QUANTITIES - PIPE CULVERTS W.P. No. 000-08-00 Conrac No. 008-000 Ex Pipe Fill Maerial Inv Elev Saion Locaion and Posiion s HIGWAY 57 PRELEY TWP +300. R & 9.6 L SqE 3. G G N N 36.58 36.5 3 +0.9 L &. R SqE. G G G N F 360.5 360.36 +33 Enrance R SqE. G G N N 5 3+8 0.9 L &. R SqE. G G N N 365.8 365.00 8 6 3+09 McKever Road L SqE 0.8 G G G N F 36.85 36.67 8 7 3+300 5.5 L & 6.5 R SqE. G G N N 37.58 37.3 3 9 +8 Enrance R SqE. G G N N 0 +50 6.8 R & 7. L SqE 3. G G N N 369.98 369.7 3 9 6 30 8 5 3 3 3 7 33 0 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-99 90-0 Culver No Lef Righ Skew No End Finish Deph of Pipe Bedding Cover Backfill Pipe Joins Treaen Upsrea Downsrea Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D or HE-A - 0-D or HE-III - Class 0-65-D or HE-I 5 - HE-IV - Class 30 3-00-D or HE-II 3rd digi = HDPE - Class 0 3 - RSC 60 5 - Class 0 or RSC 60 - Class 30 - RSC 50 6 - Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick 3 -.8 and 3.0 hick - 3.5 and.0 hick 5 -. and 5.0 hick 6-6.0 hick 7-7.0 hick Noe: 0 for any digi eans ha he pipe aerial represened is no accepable. Sae pipe aerial wih a higher value is also accepable. This pipe aerial code applies o all circular and non-circular pipe aerial. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. End Finish (OPSD 80.0-0 - 03) SqE - Square End B - Bevel Sk - Skew End SB - Sep Bevel ES - Seel end secion Noe: All pipes are SqE and syerical o CL unless oherwise saed. Treaens F - Fros Treaen P - Pave Inver S - Channel Subsrae B - Fish Baffles Deph o Pipe is fro op of road surface a CL o op of base pipe opening direcly below he CL unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun. Fros Peneraion Fros Peneraion deph -.
500 + 5 C 000 500 + 5 S 000 500 Pipe Culver 600 C 000 600 S 000 600 Pipe Culver 800 + 00 C 00000 800 + 00 S 000 800 Pipe Culver 800 + C 0000 800 + 00 S 5000 800 Pipe Culver 975 S 0033 900 Pipe Culver 00 C 0003 050 + 50 S 3 000 Pipe Culver SAMPLE - Pipe Culvers (500, 600, 800, 900, & 000 ) QUANTITIES - PIPE CULVERTS W.P. No. 000-08-00 Conrac No. 008-000 3 Ex Pipe Fill Maerial Inv Elev Saion Locaion and Posiion s 6 8 5 3 7 0 COOPER TWP 0+505 0. L &.6 R SqE 3.3 G G N N 37.8 37.05 3 +307 7.5 L & 8.5 R SqE 5.5 G G N N 37.77 37. 36 +09 Tallari Road R SqE.5 G G G N F 37.35 37.6 6 +33 Enrance R SqE 0.9 G G N N 9 38 38 30 0 0 5 5 3 3 3 86 3 7 7 33 80 80 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-99 90-0 Culver No Lef Righ Skew No End Finish Deph of Pipe Bedding Cover Backfill Pipe Joins Treaen Upsrea Downsrea Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D or HE-A - 0-D or HE-III - Class 0-65-D or HE-I 5 - HE-IV - Class 30 3-00-D or HE-II 3rd digi = HDPE - Class 0 3 - RSC 60 5 - Class 0 or RSC 60 - Class 30 - RSC 50 6 - Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick 3 -.8 and 3.0 hick - 3.5 and.0 hick 5 -. and 5.0 hick 6-6.0 hick 7-7.0 hick Noe: 0 for any digi eans ha he pipe aerial represened is no accepable. Sae pipe aerial wih a higher value is also accepable. This pipe aerial code applies o all circular and non-circular pipe aerial. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. End Finish (OPSD 80.0-0 - 03) SqE - Square End B - Bevel Sk - Skew End SB - Sep Bevel ES - Seel end secion Noe: All pipes are SqE and syerical o CL unless oherwise saed. Treaens F - Fros Treaen P - Pave Inver S - Channel Subsrae B - Fish Baffles Deph o Pipe is fro op of road surface a CL o op of base pipe opening direcly below he CL unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun. Fros Peneraion Fros Peneraion deph -.
00 + 00 S 3 00 Pipe Culver 600 C 000 600 S 000 Exension 600 Pipe Culver 000 C 0003 000 S 3 Exension 000 Pipe Culver 00 C 0000 00 S 000000 Exension 00 Pipe Culver SAMPLE - Pipe Culvers (00 & Exensions) QUANTITIES - PIPE CULVERTS W.P. No. 000-08-00 Conrac No. 008-000 Ex Pipe Fill Maerial Inv Elev Saion Locaion and Posiion s HIGWAY 57 PRELEY TWP +905 C/L Exension 6 SqE G G N N 6 8 3+399 7.0 L & 9.0 R 95 SqE.5 G G N N B 370.0 370.5 56 COOPER TWP 0+90 C/L Exension 3 SqE G G N N 7 3 +307 7.5 R & 8.5 L SqE 5.5 G G N N 37.77 37. 5 +388 C/L Exension 5 5 SqE G N N N 0 3 56 56 6 6 35 0 0 3 7 7 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-99 90-0 Culver No Lef Righ Skew No End Finish Deph of Pipe Bedding Cover Backfill Pipe Joins Treaen Upsrea Downsrea Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D or HE-A - 0-D or HE-III - Class 0-65-D or HE-I 5 - HE-IV - Class 30 3-00-D or HE-II 3rd digi = HDPE - Class 0 3 - RSC 60 5 - Class 0 or RSC 60 - Class 30 - RSC 50 6 - Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick 3 -.8 and 3.0 hick - 3.5 and.0 hick 5 -. and 5.0 hick 6-6.0 hick 7-7.0 hick Noe: 0 for any digi eans ha he pipe aerial represened is no accepable. Sae pipe aerial wih a higher value is also accepable. This pipe aerial code applies o all circular and non-circular pipe aerial. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. End Finish (OPSD 80.0-0 - 03) SqE - Square End B - Bevel Sk - Skew End SB - Sep Bevel ES - Seel end secion Noe: All pipes are SqE and syerical o CL unless oherwise saed. Treaens F - Fros Treaen P - Pave Inver S - Channel Subsrae B - Fish Baffles Deph o Pipe is fro op of road surface a CL o op of base pipe opening direcly below he CL unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun. Fros Peneraion Fros Peneraion deph -.
[CSP] Culvers and Sewers Reoval of Pipe [CTC] Culvers and Sewers Reoval of Pipe [Eccenric Loader] End Treaens Reoval of Guide Rail [3 Cable] Guide Rail Reoval of Cable Anchor Blocks Reoval of [Wih Channel] Guide Rail [Single Rail] Reoval of Seel Bea SAMPLE - Reovals QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 5 Locaion and Posiion s HIGHWAY 7 FALSHAW TOWNSHIP +650 Enrance L 5 +03 C/L 3 +5 C/L (Righ Side) 3 +5 - +33 R +33 - +300 R +300 - +308 R 67 +8 - +36 L +36 - +30 L +30 - +30 L 66 3+9-3+657 L 65 3+500-3+8 R 57 3+660 CL (00 x 00 CTC) 7 3+887 C/L 36 3+996 C/L 0 0 36 7 7 7 37 38 39 0 33 33 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
[500] Rock Proecion Gabions SAMPLE - Rock Proecion & Gabions QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 6 Locaion and Posiion s HIGHWAY 599 BEAULIEU TOWNSHIP +35 - +35 Ebanken R 60 +35 - +35 Ebaken L 69 +879 CL Culver (Righ Side) 6 +863 - +990 Ebaken L 5 5+036-5+5 Ebaken L 808 7 6 3,7 3 6. Including Geoexile Class II, Non-Woven, FOS 55-0u MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
[Yellow, 0c] [Double Solid] Paveen Marking [Whie, 0c] [Solid ] Paveen Marking [Whie, 0c] [Broken 3-3-3] Paveen Marking [Whie, 0c] [Broken 3-9-3] Paveen Marking [Solid Whie] Durable Paveen Marking, Signing Traffic Conrol [English] Message Signs Porable Variable [Reove] Signs Ground Mouned [New] Signs Ground Mouned SAMPLE - Paveen Markings QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 7 Locaion and Posiion s HIGHWAY /7 THROUGHOUT THE CONTRACT 00 % A Each Lii of Conrac MacARTHUR TOWNSHIP +50 - +66 89 89 +360 - +560 00 +560 - +66 6 +8 R Wc-03L +33 R Wa-03L +365 R Wc-/Wc- +365 L Wc-/Wc- +50 NS80 Snow Plow Turn Around +668 L Wa-3R +759 L Rb-30 +759 L Rb-39 +855 R Wa-3L +070 R Wa-7 +080 - +00 Wa-33L 6 89 89 00 6 0 00 % 5 3 LS 5 6 7. Reove and Relocae on New Alignen MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
[Yellow, 0c] [Double Solid] Paveen Marking [Whie, 0c] [Solid ] Paveen Marking [Whie, 0c] [Broken 3-3-3] Paveen Marking [Whie, 0c] [Broken 3-9-3] Paveen Marking [Solid Whie] Durable Paveen Marking, Signing Traffic Conrol [English] Message Signs Porable Variable [Reove] Signs Ground Mouned [New] Signs Ground Mouned SAMPLE - Paveen Markings QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 8 Locaion and Posiion s 89 89 00 6 0 00 % 5 +5 R Wa-8R +8 R Wa-8L +60 L & R Wa-7 +75 L & R Wa-7 +360 R Rb-33 +365 R Rb-33 +00 L Wa-3R +59 L Wa-7 +65 L Wa-03R +8 R Wa-3R +575 R Township ID Sign 6+76 Rea Road R (60 c Sop Block) 7 SCHMID TOWNSHIP 0+000-0+780 5 7 8 0+35 Rba-90 0+35 Rb-a-90 0+330 Wa-3L 0+8 Wa-03L 8 8 3 6 6 8,83 00 00 07 07 7 7 LS 5 00 % 00 % 6 3 3 7 0 0. Reove and Relocae on New Alignen MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
[3] Cable Guide Rail Anchor Blocks [9.0] Bea Guide Rail Single Rail Seel [9.0] wih Channel Bea Guide Rail Single Rail Seel Concree Barrier Teporary SAMPLE - Cable GR, Anchor Blocks, SBGR, & Tep Concree Barrier QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 9 Locaion and Posiion s HIGHWAY /7 GAUTHIER TOWNSHIP +656 - +766 R 0 +9 - +70 L +70 - +85 L 36 5 +955 - +70 R +70 - +85 R 35 5 +3 - +55 L +38 - +333 L +333 - +560 L 7 5 +38 - +333 R +333 - +560 R 7 5 MEDENDORP TOWNSHIP 0+3-0+78 R 0+377-0+90 L 3 0+800-0+990 L 90 0+950 - +00 R 50 05 095 60 8,05 9 50,095 5 60 5. Anchor in Rock Saion 0+3 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
Topsoil, Ipored Sodding [Sandard Roadside Mix] Seed and Mulch Barriers Sil Fence Ligh Duy Flow Checks Sraw Bale Turbidiy Curains Coffer Das SAMPLE - Topsoil, Sodding, S&M, Sil Fence, Flow Checks, Curains, and Coffer Das QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 0 Locaion and Posiion s HIGHWAY 7 MOUND TOWNSHIP 0+050-0+75 R 3 0+75-0+80 R Slope Flaening 3 0+75-0+70 L Slope Flaening 08 0+70-0+30 L 8 0+90-0+30 R 0 0+330-0+385 L 99 0+30-0+380 R 7 0+50 - +50 L 387 0+65 - +80 R 3075 +0 - +55 R Touris Inforaion Cenre +7 - +35 R Touris Inforaion Cenre 7 +69 L +69 R 0 +0-3+050 R 086 3+0 R +07 L 80 7 8 35 5 00 7 3 53 5 55 56 57 58 59 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
Topsoil, Ipored Sodding [Sandard Roadside Mix] Seed and Mulch Barriers Sil Fence Ligh Duy Flow Checks Sraw Bale Turbidiy Curains Coffer Das SAMPLE - Topsoil, Sodding, S&M, Sil Fence, Flow Checks, Curains, and Coffer Das QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 Locaion and Posiion s 8 35 5 00 7 5+90 L 30 8 5+90-5+970 L 50 6+0 L 5 6+05-6+070 L 5 6+30-6+363 Lile Lake R 5 6+0-6+70 L 86 9+00-9+00 L Slope Flaening 70 8 35 377 8 0 3 53 8 5 35 3,77 55 56 8 57 58 0 59 MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0
[Whie Pine] Heigh Coniferous Trees, [Sugar Maple].0 Heigh Deciduous Trees, Landscape Planing Warrany for Mainenance and [MTOD 9.30] Aenuaing Terinal Seel Bea Energy Landscaping SAMPLE - Trees, SBEAT, & Landscaping QUANTITIES - MISCELLANEOUS W.P. No. 000-08-00 Conrac No. 008-000 Locaion and Posiion s HIGHWAY 6 TOWNSHIP DeCAL 5+00-5+75 R Touris Inforaion Cenre 5+0-5+70 R Touris Inforaion Cenre 6 5+050-5+300 R Touris Inforaion Cenre 00 % 5+050-5+300 R Touris Inforaion Cenre 00 % HIGHWAY /7 TOWNSHIP TALLARI +99 - +9 L +90 - +955 R +560 - +575 L +560 - +575 R 3 7 00 % 00 % 60 3 6 7 LS 6 00 % 63 LS 6 00 % MINISTRY OF TRANSPORTATION - ONTARIO PH-D-50 90-0