revision information sheet ontario provincial … · “corrugated steel pipe, 700 or 1,000 mm dia....

Ontario Provincial Standards Unit301 St. Paul St., 2nd Floor North

St. Catharines, ON L2R 7R4

Telephone: 905-704-2258 Fax: 905-704-2051

REVISION INFORMATION SHEET

ONTARIO PROVINCIAL STANDARDS FOR ROADS AND PUBLIC WORKS

VOLUME 3 MUNICIPAL AND PROVINCIAL COMMON

DRAWINGS FOR ROADS, BARRIERS, DRAINAGE, SANITARY SEWERS, WATERMAINS, AND STRUCTURES

MANUAL REVISION #55 NOVEMBER 2007 UPDATING ONTARIO PROVINCIAL STANDARDS FOR YOUR USE Each roads and public works owner (Owner) is responsible for determining implementation dates and directions for use of Ontario Provincial Standards; therefore, manual holders are cautioned about immediately discarding superseded and cancelled standards. ONTARIO PROVINCIAL STANDARDS - NOTICE OF ACCESS New Ontario Provincial Standards for Roads and Public Works (OPS) manuals and the latest published updates for each of the eight OPS manuals are available as follows:

• Available electronically on the MTO website. Online access to the current, updated, and archived standards; indexes; OPS User Notes; and publication Revision Information Sheets are available free of charge at the site. (https://www.raqsa.mto.gov.on.ca/techpubs/ops.nsf/OPSHomepage)

• Hard-copy format available from Publications Ontario by telephone at 1-800-668-9938 or online.

Updates and OPS manuals are available for a cost-recovery fee. (www.publications.serviceontario.ca)

• The eight OPS manuals of standards are available on one CD in PDF format. The OPS drawings

published in Volumes 3 and 4 are available in AutoCAD format on a separate CD. These CDs are available from Publications Ontario or by telephone at 1-800-668-9938 or online for a cost-recovery fee. The updates are not available on CDs as an update package. (www.publications.serviceontario.ca)

At the Publications Ontario web page, you can type “Ontario Provincial Standards,” “OPS,” “OPSS,” or “OPSD” in the search box, and all related products for the Ontario Provincial Standards will be listed, click on the item you wish to purchase, add the item to your cart, then follow the instructions to complete your order. If trying to order an OPS product online from Publications Ontario and it is shown as Out of Stock, you can backorder the product by telephone at 1-800-668-9938.

Rev. Info Sheet - OPS Volume 3: Rev. Number 55 (Date: 11/2007)

https://www.raqsa.mto.gov.on.ca/techpubs/ops.nsf/OPSHomepage

http://www.publications.serviceontario.ca/

http://www.publications.serviceontario.ca/

In order to receive the Municipal Engineers Association (MEA) purchase price, MEA members should visit the MEA website (www.municipalengineers.on.ca/) for the MEA Publications Ontario order form for hard-copy manuals and CDs. MTO employees should contact Simon Leung, Account Representative at Publications Ontario, by email ([email protected]) to set up an account in order to receive the MTO purchase price for technical publications, including the Ontario Provincial Standards. Links to Publications Ontario and the Ontario Provincial Standards on the MTO Library website are available on the OPS website (www.ops.on.ca). Also on this site under News and Activities are notices for updates and changes in OPS. Questions should be directed by email to Marg Gordon, Clerk, Standards Management, in the OPS section ([email protected]). YOU SHOULD REGISTER YOUR OPS MANUALS AND CDs Users of OPS do not receive notices of OPS updates as they had in the past. Methods of notification from Publications Ontario for the future are being investigated, and you will be informed of them as they become available. In the interim, an email will be sent to OPS users who have registered their OPS manuals and CDs with OPS. Owners of OPS manuals, who have not yet done so, are requested to register their OPS hard-copy manuals and CDs with Marg Gordon. The registration form and submission instructions are available on the OPS website (www.ops.on.ca), Miscellaneous Info, OPS Forms. WAITING TO HEAR FROM YOU If you have a suggestion to revise a standard or you have a standard that works in your ministry, municipality, or area, send it to the Head, OPS Administration, for review and possible inclusion into the Ontario Provincial Standards. THIS MANUAL IS REVISED AS FOLLOWS: Remove and replace Important News for Users of OPS notice. Remove and replace OPS Manual Registration/Change Form. Index Pages Volume 3 Please remove the entire index and replace with the attached revised index. Standard Drawings Volume 3 Superseded/Cancelled

(Remove) Revised/New

(Insert) OPSD Revision OPSD Revision

Remarks

100.013 1 100.013 2 “ABBREVIATIONS, GENERAL S-W” Added abbreviation Var.

101.017 1 101.017 2 “TOPOGRAPHY PLAN FEATURES, RIGHT-OF-WAY FEATURES” Added four lines for ROW descriptions and two limited interest descriptions.


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Superseded/Cancelled (Remove)

Revised/New (Insert)

OPSD Revision OPSD Revision Remarks

-- -- 104.010 0 New Drawing “MISCELLANEOUS SYMBOLS”

207.010 1 207.010 2 “CONCRETE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, DIVIDED HIGHWAY” See Summary of Revisions

207.020 1 207.020 2 “COMPOSITE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, DIVIDED HIGHWAY” See Summary of Revisions

207.041 -- 207.041 1 “OPEN GRADED DRAINAGE LAYER WITH SUBDRAIN PIPE, HOT MIX ASPHALT, CONCRETE, OR COMPOSITE PAVEMENT” See Summary of Revisions

207.043 -- -- -- “OPEN GRADED DRAINAGE LAYER WITH SUBDRAIN PIPE, GRANULAR SHOULDERS” Superseded by OPSD 207.041.

214.010 -- 214.010 1 “SINGLE LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE AND SHOULDER” See Summary of Revisions

214.020 -- 214.020 1 “SINGLE LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE AND ASPHALT SHOULDER” See Summary of Revisions

214.030 1 214.030 2 “SINGLE LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE, ASPHALT SHOULDER, AND CURB WITH GUTTER” See Summary of Revisions

215.010 -- 215.010 1 “TWO LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE AND ASPHALT SHOULDER” See Summary of Revisions

215.020 -- 215.020 1 “TWO LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE, ASPHALT SHOULDER, AND CURB WITH GUTTER FOR TANGENT SECTION” See Summary of Revisions

215.030 1 215.030 2 “TWO LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE, ASPHALT SHOULDER, AND CURB WITH GUTTER FOR SUPERELEVATED SECTION” See Summary of Revisions

219.230 2 219.230 3 “CHUTE FOR EXCAVATED SEDIMENT TRAP” Chute end section reference number revised to OPSD 801.020.

220.01 -- -- -- “BARRIER FOR TREE PROTECTION” Renumbered to OPSD 220.010.

-- -- 220.010 0 “BARRIER FOR TREE PROTECTION” Entire OPSD redrawn for clarity and to show different protection scenarios. Supersedes OPSD 220.01.





-- -- 400.001 0 New Drawing “HOISTING HOOK RIB FOR CAST IRON FRAMES FOR CATCH BASINS, MAINTENANCE HOLES, AND VALVE CHAMBERS”

400.010 0 400.010 1 “CAST IRON, SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED GRATE FOR CATCH BASINS, HERRING BONE OPENINGS” See Summary of Revisions

400.020 0 400.020 1 “CAST IRON, SQUARE FRAME WITH SQUARE FLAT GRATE FOR CATCH BASINS, HERRING BONE OPENINGS” See Summary of Revisions

400.030 0 400.030 1 “CAST IRON, SQUARE FRAME WITH SQUARE V GRATE FOR CATCH BASINS, HERRING BONE OPENINGS” See Summary of Revisions

400.040 0 400.040 1 “CAST IRON, ONE-PIECE FRAME AND FLAT SQUARE GRATE FOR TEMPORARY INSTALLATION, HERRING BONE OPENINGS” Hoisting hook ribs added for use with a hoisting hook and safety catch.

400.070 1 400.070 2 “CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR FLAT GRATE FOR CATCH BASINS, HERRING BONE OPENINGS” See Summary of Revisions

400.080 0 400.080 1 “CAST IRON, SIDE INLET FOR CATCH BASINS” See Summary of Revisions

400.081 0 400.081 1 “CAST IRON, CURB INLET FRAME WITH TWO-PIECE RAISED COVER FOR CATCH BASINS OUT OF ROADWAY” Hoisting hook ribs added for use with a hoisting hook and safety catch.

-- -- 400.082 0 New Drawing “CAST IRON, RAISED CURB INLET FRAME WITH COVER FOR CATCH BASINS OUT OF ROADWAY”

400.090 0 400.090 1 “CAST IRON, CURB INLET OVERFLOW FOR CATCH BASINS” Hoisting hook ribs added for use with a hoisting hook and safety catch.

400.100 0 400.100 1 “CAST IRON, SQUARE FRAME WITH SQUARE FLAT GRATE FOR CATCH BASINS, PERFORATED OPENINGS” See Summary of Revisions

400.110 0 400.110 1 “CAST IRON, SQUARE FRAME WITH SQUARE OVERFLOW TYPE FLAT GRATE FOR CATCH BASINS, PERFORATED OPENINGS” See Summary of Revisions

400.120 0 400.120 1 “CAST IRON, SQUARE FRAME WITH BIRDCAGE GRATE FOR CATCH BASINS” See Summary of Revisions





401.010 1 401.010 2 “CAST IRON, SQUARE FRAME WITH CIRCULAR CLOSED OR OPEN COVER FOR MAINTENANCE HOLES” See Summary of Revisions

401.020 1 401.020 2 “CAST IRON, CIRCULAR FRAME WITH CIRCULAR 745 mm COVER FOR MAINTENANCE HOLES” See Summary of Revisions

401.030 1 401.030 2 “CAST IRON, SQUARE FRAME WITH CIRCULAR WATERTIGHT COVER FOR MAINTENANCE HOLES” See Summary of Revisions

401.040 1 401.040 2 “CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR CLOSED OR OPEN COVER FOR MAINTENANCE HOLES” See Summary of Revisions

401.050 1 401.050 2 “CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR WATERTIGHT COVER FOR MAINTENANCE HOLES” See Summary of Revisions

401.060 1 401.060 2 “CAST IRON, CIRCULAR LOCKING COVER FOR MAINTENANCE HOLES” This drawing has been reaffirmed. No changes to technical information.

402.010 1 402.010 2 “CAST IRON, SQUARE FRAME WITH CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS” See Summary of Revisions

402.011 1 402.011 2 “CAST IRON, SQUARE FRAME WITH VENTED CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS” See Summary of Revisions

402.020 1 402.020 2 “CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS” See Summary of Revisions

402.021 0 402.021 1 “CAST IRON, RAISED SQUARE FRAME WITH VENTED CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS” See Summary of Revisions

402.030 1 402.030 2 “CAST IRON, RECTANGULAR FRAME WITH TWO PIECE COVER FOR METER AND VALVE CHAMBERS” See Summary of Revisions

403.010 0 403.010 1 “GALVANIZED STEEL HONEYCOMB GRATING FOR DITCH INLETS” See Summary of Revisions

601.010 -- 601.010 1 “ASPHALT CURB AND ASPHALT GUTTER” See Summary of Revisions

604.020 -- 604.020 1 “90° ASPHALT OUTLET FOR ASPHALT GUTTER” See Summary of Revisions

605.020 -- 605.020 1 “30° AND 45° ASPHALT OUTLETS FOR ASPHALT GUTTER” See Summary of Revisions





605.040 -- 605.040 1 “ASPHALT SPILLWAYS” See Summary of Revisions

709.010 1 -- -- Cancelled “CORRUGATED STEEL PIPE, 1,200 mm DIA. MAINTENANCE HOLE WITH BENCHING OR SUMP, DEPTH - 4.0 m MAXIMUM” See Summary of Revisions

709.020 1 -- -- Cancelled “CORRUGATED STEEL PIPE, 1,200 mm DIA. MAINTENANCE HOLE FOR SEWERS LARGER THEN RISER, DEPTH - 4.0 m MAXIMUM” See Summary of Revisions

709.030 1 -- -- Cancelled “CORRUGATED STEEL PIPE, 700 OR 1,000 mm DIA. CATCH BASIN WITH BENCHING OR SUMP, DEPTH - 4.0 m MAXIMUM” See Summary of Revisions

709.040 2 -- -- Cancelled “CORRUGATED STEEL PIPE, 700 OR 1,000 mm DIA. CATCH BASIN FOR SEWERS LARGER THAN RISER, DEPTH - 4.0 m MAXIMUM” See Summary of Revisions

800.010 0 800.010 1 “CONCRETE PIPE CULVERT AND SEWER EXTENSIONS USING CORRUGATED STEEL PIPE” This drawing has been reaffirmed. No changes to technical information.

800.011 0 800.011 1 “CONCRETE RIGID FRAME BOX AND OPEN CULVERT EXTENSIONS USING CORRUGATED STEEL PIPE” This drawing has been reaffirmed. No changes to technical information.

801.010 0 801.010 1 “CUT END FINISH CIRCULAR PIPE AND PIPE-ARCH, CORRUGATED STEEL PIPE” See Summary of Revisions

801.02 1 -- -- “END SECTION DETAILS, CORRUGATED STEEL PIPE” Renumbered to OPSD 801.020.

-- -- 801.020 0 “END SECTION DETAILS, CORRUGATED STEEL PIPE” Note 1 rewritten. Supersedes OPSD 801.02.

801.030 0 801.030 1 “BEVEL DETAILS CIRCULAR AND PIPE-ARCH STRUCTURAL PLATE, CORRUGATED STEEL PIPE” This drawing has been reaffirmed. No changes to technical information.

801.040 0 801.040 1 “CULVERT AND SEWER SAFETY SLOPE END TREATMENT, NOTES AND TABLES” This drawing has been reaffirmed. No changes to technical information.





801.041 0 801.041 1 “CULVERT AND SEWER SAFETY SLOPE END TREATMENT, ASSEMBLY DETAILS” This drawing has been reaffirmed. No changes to technical information.

801.042 0 801.042 1 “CULVERT AND SEWER SAFETY SLOPE END TREATMENT, CONNECTION DETAILS” This drawing has been reaffirmed. No changes to technical information.

801.043 0 801.043 1 “CULVERT AND SEWER SAFETY SLOPE END TREATMENT, INSTALLATION DETAILS” This drawing has been reaffirmed. No changes to technical information.

806.06 1 -- -- “MAXIMUM COVER TABLE, PVC PIPE FOR DIFFERENT STANDARD DIMENSION RATIOS” Renumbered to OPSD 806.060.

-- -- 806.060 0 “HEIGHT OF FILL TABLE, POLYVINYL CHLORIDE PRESSURE PIPE FOR DIFFERENT DIMENSION RATIOS” See Summary of Revisions. Supersedes OPSD 806.06.

810.010 0 810.010 1 “RIP-RAP TREATMENT FOR SEWER AND CULVERT OUTLETS” See Summary of Revisions

810.020 0 810.020 1 “RIP-RAP TREATMENT FOR DITCH INLETS” This drawing has been reaffirmed. No changes to technical information.

912.382 1 912.382 2 “GUIDE RAIL SYSTEM, STEEL BEAM, PERMANENT TRANSITION INSTALLATION, STEEL BEAM WITH ECCENTRIC LOADER TO 3 CABLE, DIVIDED AND UNDIVIDED HIGHWAY” See Summary of Revisions

912.531 0 912.531 1 “GUIDE RAIL SYSTEM, STEEL BEAM, END TREATMENT, INSTALLATION - ENTRANCES AND INTERSECTING ROADWAYS” See Summary of Revisions

-- -- 922.180 0 New Drawing “ENERGY ATTENUATOR, END TREATMENT, SEQUENTIAL KINKING TERMINAL SYSTEM WITH WOODEN POSTS, INSTALLATION”

-- -- 922.181 0 New Drawing “ENERGY ATTENUATOR, END TREATMENT, SEQUENTIAL KINKING TERMINAL SYSTEM WITH STEEL POSTS, INSTALLATION”

922.330 0 922.330 1 “ENERGY ATTENUATOR, END TREATMENT, CRASH-CUSHION ATTENUATING TERMINAL SYSTEM, ASSEMBLY” See Summary of Revisions

922.401 0 922.401 1 “ENERGY ATTENUATOR, END TREATMENT, ECCENTRIC LOADER TERMINAL SYSTEM, COMPONENT - LOADER ASSEMBLY” This drawing has been reaffirmed. No changes to technical information. Title has been revised.





922.402 0 922.402 1 “ENERGY ATTENUATOR, END TREATMENT, ECCENTRIC LOADER TERMINAL SYSTEM, COMPONENT - RAIL AND CABLE ATTACHMENT” See Summary of Revisions

922.410 0 922.410 1 “ENERGY ATTENUATOR, END TREATMENT, ECCENTRIC LOADER TERMINAL SYSTEM, ASSEMBLY - LOADER DETAIL” See Summary of Revisions

922.430 1 922.430 2 “ENERGY ATTENUATOR, END TREATMENT, ECCENTRIC LOADER TERMINAL SYSTEM, INSTALLATION - LAYOUT AND POST” See Summary of Revisions

922.510 2 -- -- Cancelled “ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, ASSEMBLY” Most information shown on this OPSD is shown in the manufacturer’s installation instructions. Any information that is not in the instructions has been moved to OPSD 922.530.

922.530 2 922.530 3 “ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM WITH WOODEN POSTS, INSTALLATION” See Summary of Revisions

922.531 2 -- -- Cancelled “ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, INSTALLATION, EXTRUDER TERMINAL APPROACH END” Most information shown on this OPSD is shown in the manufacturer’s installation instructions. Any information that is not in the instructions has been moved to OPSD 922.530.

-- -- 922.532 0 New Drawing “ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM WITH STEEL POSTS, INSTALLATION”

923.001 0 923.001 1 “ENERGY ATTENUATOR, CRASH CUSHION, QUADGUARD, TRACC, AND TAU II SYSTEMS, COMPONENT-REINFORCED CONCRETE PAD” Concrete barrier added to Plan views. Information in Table 1 moved to Plan views.

1100.010 1 1100.010 2 “CAST-IN-PLACE CHAMBER FOR VALVES UP TO 350 mm DIA. This drawing has been reaffirmed. No changes to technical information. Title revised.

1100.011 0 1100.011 1 “PIPING LAYOUT FOR BUTTERFLY AND GATE VALVES UP TO 350 mm DIA IN CAST-IN-PLACE CHAMBERS” Table modified. Title revised.


SUMMARY OF REVISIONS TO OPSD 207.010 November 2007 CONCRETE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, DIVIDED HIGHWAY • The length open graded drainage layer (OGDL) extends beyond concrete pavement increased. • Granular base under OGDL added on each section. • Slope of bottom of OGDL layer revised. • Slope of granular added to each section. • Existing Notes 2 and Note 5 deleted. Other notes revised. • Existing Notes 3 and 6 revised. SUMMARY OF REVISIONS TO OPSD 207.020 November 2007 COMPOSITE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, DIVIDED HIGHWAY • The length open graded drainage layer (OGDL) extends beyond concrete base increased. • Granular base under OGDL added on each section. • Slope of bottom of OGDL layer revised. • Slope of granular added to each section. • Existing Notes 2 and 5 deleted. Other notes revised. • Existing Notes 3 and 6 revised.


SUMMARY OF REVISIONS TO OPSD 207.041 November 2007 OPEN GRADED DRAINAGE LAYER WITH SUBDRAIN PIPE, HOT MIX ASPHALT, CONCRETE, OR COMPOSITE PAVEMENT • Title revised. • OPSD 207.041 and 207.043 were combined into one drawing resulting in this OPSD 207.041. • Subdrain relocated for Exposed Concrete or Composite Pavement. • Hot Mix Asphalt Pavement and Exposed Concrete or Composite Pavement views deleted. • Detail titles revised. • OGDL extended beyond subdrain for exposed concrete or composite pavement. • EP label relocated. • Label added for edge of concrete or composite paved shoulder. • Hot mix asphalt paved shoulder shown. • Subdrain pipe size revised. • Geotextile placement revised. • Notes A and B deleted. Other notes reordered. SUMMARY OF REVISIONS TO OPSD 214.010 November 2007 SINGLE LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE AND SHOULDER • Title revised. • Existing Notes 1 and 3 rewritten. • Existing Notes 2, A, and B deleted. Other notes reordered. • Legend added. • "Shoulder 1.0 m" dimension revised to "Paved shoulder." • “Pavement” label revised to “Hot Mix.”


SUMMARY OF REVISIONS TO OPSD 214.020 November 2007 SINGLE LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE AND ASPHALT SHOULDER • Title revised. • Existing Note 1 rewritten. • Notes 2, A, and B deleted. Other notes reordered. • Legend added. • "Shoulder 1.0 m" dimension revised to "Paved shoulder." • “Pavement” label revised to “Hot Mix.” SUMMARY OF REVISIONS TO OPSD 214.030 November 2007 SINGLE LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE, ASPHALT SHOULDER, AND CURB WITH GUTTER • Title revised. • Existing Notes 1, 3, and 4 rewritten. • Existing Note 2, A, and B deleted. Other notes reordered. • Legend added. • “Pavement” label revised to “Hot Mix.” • "Shoulder 1.0 m" dimension revised to "Paved shoulder." • Subdrain details deleted and reference to OPSD 216.021 added for subdrain details. SUMMARY OF REVISIONS TO OPSD 215.010 November 2007 TWO LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE AND ASPHALT SHOULDER • Title revised. • Existing Notes 1 and 3 rewritten. • Notes 2, A, and B deleted. Other Notes reordered. • Legend added. • "Shoulder 1.0 m" dimension revised to "Paved shoulder." • “Pavement” label revised to “Hot Mix.”


SUMMARY OF REVISIONS TO OPSD 215.020 November 2007 TWO LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE, ASPHALT SHOULDER, AND CURB WITH GUTTER FOR TANGENT SECTION • Title revised. • Existing Notes 1 and 3 rewritten. • Note 2 deleted. Other Note reordered. • “Pavement” label revised to “Hot Mix.” • "Shoulder 1.0 m" dimension revised to "Paved shoulder." • Subdrain details deleted and reference to OPSD 216.021 added for subdrain details. SUMMARY OF REVISIONS TO OPSD 215.030 November 2007 TWO LANE RAMP GRADING FOR ASPHALT PAVEMENT WITH GRANULAR BASE, ASPHALT SHOULDER, AND CURB WITH GUTTER FOR SUPERELEVATED SECTION • Title revised. • Existing Notes 1, 3, and 4 rewritten. • Notes 2, A, and B deleted. Other notes reordered. • Legend added. • “Pavement” label revised to “Hot Mix.” • "Shoulder 1.0 m" dimension revised to "Paved shoulder." • Subdrain details deleted and reference to OPSD 216.021 added for subdrain details. SUMMARY OF REVISIONS TO OPSD 400.010 November 2007 CAST IRON, SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED GRATE FOR CATCH BASINS, HERRING BONE OPENINGS • The dimensions of the Slot Detail have been revised. • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm.


SUMMARY OF REVISIONS TO OPSD 400.020 November 2007 CAST IRON, SQUARE FRAME WITH SQUARE FLAT GRATE FOR CATCH BASINS, HERRING BONE OPENINGS • The dimensions of the Slot Detail have been revised. • A dimension of 88 mm has been shown in Section A-A. • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. SUMMARY OF REVISIONS TO OPSD 400.030 November 2007 CAST IRON, SQUARE FRAME WITH SQUARE V GRATE FOR CATCH BASINS, HERRING BONE OPENINGS • The dimensions of the Slot Detail have been revised. • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. SUMMARY OF REVISIONS TO OPSD 400.070 November 2007 CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR FLAT GRATE FOR CATCH BASINS, HERRING BONE OPENINGS • Hoisting hook ribs added for use with a hoisting hook and safety catch. • Keyways for prying the grate deleted from Frame Plan view. SUMMARY OF REVISIONS TO OPSD 400.080 November 2007 CAST IRON, SIDE INLET FOR CATCH BASINS • Hoisting hook ribs added for use with a hoisting hook and safety catch. • Note A has been rewritten to include OPSD 400.100.


SUMMARY OF REVISIONS TO OPSD 400.100 November 2007 CAST IRON, SQUARE FRAME WITH SQUARE FLAT GRATE FOR CATCH BASINS, PERFORATED OPENINGS • The dimensions of the Slot Detail have been revised. • A dimension of 88 mm has been shown in Section A-A. • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. SUMMARY OF REVISIONS TO OPSD 400.110 November 2007 CAST IRON, SQUARE FRAME WITH SQUARE OVERFLOW TYPE FLAT GRATE FOR CATCH BASINS, PERFORATED OPENINGS • The dimensions of the Slot Detail have been revised. • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. SUMMARY OF REVISIONS TO OPSD 400.120 November 2007 CAST IRON, SQUARE FRAME WITH BIRDCAGE GRATE FOR CATCH BASINS • The dimensions of the Slot Detail have been revised. • A dimension of 88 mm has been shown in Section A-A. • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm.


SUMMARY OF REVISIONS TO OPSD 401.010 November 2007 CAST IRON, SQUARE FRAME WITH CIRCULAR CLOSED OR OPEN COVER FOR MAINTENANCE HOLES • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. • In Section D-D, the thickness of the Type B cover has been revised to 67 mm to correspond with the

Type A cover. • The 50 mm dimension in Section B-B has been deleted. • The keyways and lugs have been deleted. • Note B has been deleted. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 401.020 November 2007 CAST IRON, CIRCULAR FRAME WITH CIRCULAR 745 mm COVER FOR MAINTENANCE HOLES • Every other frame rib modified for use with a hoisting hook and safety catch. • The title of the drawing has been revised. SUMMARY OF REVISIONS TO OPSD 401.030 November 2007 CAST IRON, SQUARE FRAME WITH CIRCULAR WATERTIGHT COVER FOR MAINTENANCE HOLES • Frame ribs modified for use with a hoisting hook and safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. • Cap screws in Section B-B have been revised to stainless steel hex bolts. • The 51 mm dimension in Section B-B has been deleted. • The keyways and lugs have been deleted. • Note A has been deleted. Other note has been reordered.


SUMMARY OF REVISIONS TO OPSD 401.040 November 2007 CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR CLOSED OR OPEN COVER FOR MAINTENANCE HOLES • Hoisting hook ribs added for use with a hoisting hook and safety catch. • In Sections C-C and D-D, the thickness of the Type A and B covers has been revised to 67 mm. • Keyways for prying the grate deleted from Frame Plan view. SUMMARY OF REVISIONS TO OPSD 401.050 November 2007 CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR WATERTIGHT COVER FOR MAINTENANCE HOLES • Cap screws in Section B-B have been revised to stainless steel hex bolts. • The keyways and lugs have been deleted. • Hoisting hook ribs added for use with a hoisting hook and safety catch. SUMMARY OF REVISIONS TO OPSD 402.010 November 2007 CAST IRON, SQUARE FRAME WITH CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS • Frame ribs modified for use with a hoisting hook with a safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. • The 50 mm dimension in Section B-B has been deleted. • The keyways and lugs have been deleted. Section D-D has been deleted. • 2-30 mm square lift holes have been added to the Plan view. • Note A has been deleted. Other note has been reordered. SUMMARY OF REVISIONS TO OPSD 402.011 November 2007 CAST IRON, SQUARE FRAME WITH VENTED CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS • Frame ribs modified for use with a hoisting hook with a safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. • The 50 mm dimension in Section B-B has been deleted. • The keyways and lugs have been deleted. Section D-D has been deleted. • Note A has been deleted. Other note has been reordered.


SUMMARY OF REVISIONS TO OPSD 402.020 November 2007 CAST IRON, RAISED SQUARE FRAME WITH CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS • Frame ribs modified for use with a hoisting hook with a safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. • The keyways and lugs have been deleted. Section D-D has been deleted. • 2-30 mm square lift holes have been added to the Plan view. SUMMARY OF REVISIONS TO OPSD 402.021 November 2007 CAST IRON, RAISED SQUARE FRAME WITH VENTED CIRCULAR COVER AND PLUG FOR VALVE CHAMBERS • Frame ribs modified for use with a hoisting hook with a safety catch. • The thickness of the ribs has been revised from 19 mm to 20 mm. • The keyways and lugs have been deleted. Section D-D has been deleted. SUMMARY OF REVISIONS TO OPSD 402.030 November 2007 CAST IRON, RECTANGULAR FRAME WITH TWO-PIECE COVER FOR METER AND VALVE CHAMBERS • Frame ribs modified for use with a hoisting hook with a safety catch. • 8 holes have been added to fasten the frame to the valve chamber. • 8 holes for a 16 mm dia. bolt with 3 mm rectangular flat rubber gasket have been added to the

rectangular cover to be fastened to the frame. • 3 lift pockets have been added to the rectangular cover. • 4 holes for a 13 mm dia. bolt with 3 mm round flat rubber gasket have been added to the circular

cover to be fastened to the rectangular cover. • In Section B-B, the height of the frame has been increased to 145 mm. • Section C-C has been revised. • Section line G-G shown and section G-G labelled as such.


SUMMARY OF REVISIONS TO OPSD 403.010 November 2007 GALVANIZED STEEL HONEYCOMB GRATING FOR DITCH INLETS • Fastener Detail has been revised to a 13 x 95 mm stainless steel expansion anchor. • The Fastener Embedment Detail has been revised according to the revised stainless steel expansion

anchor. SUMMARY OF REVISIONS TO OPSD 601.010 November 2007 ASPHALT CURB AND ASPHALT GUTTER • Existing pavement depth dimension deleted from Asphalt Curb, Machine Laid, view. • Label added for ‘Existing pavement’ to Asphalt Curb, Machine Laid, view. SUMMARY OF REVISIONS TO OPSD 604.020 November 2007 90° ASPHALT OUTLET FOR ASPHALT GUTTER • Title revised. • Plan view label ‘Elevation of top of curb …’ revised to ‘Elevation of top of gutter …’. • Plan view and Section Y-Y label ‘Back of curb’ revised to ‘Back of gutter.’ • Section Y-Y label ‘Level of gutter …’ revised to ‘Level of gutter line …’. SUMMARY OF REVISIONS TO OPSD 605.020 November 2007 30° AND 45° ASPHALT OUTLETS FOR ASPHALT GUTTER • Title revised. • Note B rewritten. • 30° Asphalt Outlet view labels revised as follows:

o ‘Type B Asphalt curb and gutter, Typ’ revised to ‘Type B Asphalt gutter, Typ’. o ‘Elevation of top of curb…’ revised to ‘Elevation of top of outlet…’. o ‘Back of curb, Typ’ revised to ‘Back of gutter, Typ’.

• Section X-X and Section Y-Y label for ‘Level of gutter OPSD 601.010’ revised to ‘Level of gutter line

OPSD 601.010’.


SUMMARY OF REVISIONS TO OPSD 605.040 November 2007 ASPHALT SPILLWAYS • Title revised. • Labelling revised in some instances. • Existing tables combined to one table. • Existing plan view for asphalt spillway with 90° outlet split into two views. • Reference to OPSD 601.010 deleted. SUMMARY OF REVISIONS TO OPSD 709.010 November 2007 CORRUGATED STEEL PIPE, 1,200 mm DIA. MAINTENANCE HOLE WITH BENCHING OR SUMP, DEPTH - 4.0 m MAXIMUM • The OPS Drainage Committee has had extensive discussions and has done a tremendous amount of

research on the use of Corrugated Steel Pipe Maintenance Holes and Catch Basins, OPSD 709.010 to 709.040. The research completed by the OPS Drainage Committee supports the findings that the Corrugated Steel Pipe Maintenance Holes and Catch Basins, OPSD 709.010 to 709.040, are no longer commonly used in the Province of Ontario. In view of these findings, the committee has recommended to cancel OPSD 709.010 to 709.040.

SUMMARY OF REVISIONS TO OPSD 709.020 November 2007 CORRUGATED STEEL PIPE, 1,200 mm DIA. MAINTENANCE HOLE FOR SEWERS LARGER THAN RISER, DEPTH - 4.0 m MAXIMUM • The OPS Drainage Committee has had extensive discussions and has done a tremendous amount of


SUMMARY OF REVISIONS TO OPSD 709.030 November 2007 CORRUGATED STEEL PIPE, 700 OR 1,000 mm DIA. CATCH BASIN WITH BENCHING OR SUMP, DEPTH - 4.0 m MAXIMUM • The OPS Drainage Committee has had extensive discussions and has done a tremendous amount of



SUMMARY OF REVISIONS TO OPSD 709.040 November 2007 CORRUGATED STEEL PIPE, 700 OR 1,000 mm DIA. CATCH BASIN FOR SEWERS LARGER THAN RISER, DEPTH - 4.0 m MAXIMUM • The OPS Drainage Committee has had extensive discussions and has done a tremendous amount of


SUMMARY OF REVISIONS TO OPSD 801.010 November 2007 CUT END FINISH CIRCULAR PIPE AND PIPE-ARCH, CORRUGATED STEEL PIPE • Embedment of pipe invert has been added to Elevation, Skew End view. • A Plan of Skew Number Typical view has been added. SUMMARY OF REVISIONS TO OPSD 806.060 November 2007 HEIGHT OF FILL TABLE, POLYVINYL CHLORIDE PRESSURE PIPE FOR DIFFERENT DIMENSION RATIOS • The title of the drawing has been revised. • Dimension Ratios (DR) of 51, 25, 21, 18, and 14 have been added to the table. • The diameter of the pipe and the type of cover material is no longer a factor in determining the

maximum height of fill for the pipe. The revised table differentiates the maximum height of fill for embankment condition and trench condition.

• Existing Note A has been rewritten and is now Note E. • New Notes A, B, C, D, and F have been added. SUMMARY OF REVISIONS TO OPSD 810.010 November 2007 RIP-RAP TREATMENT FOR SEWER AND CULVERT OUTLETS • Modified the thickness of rip-rap requirement from 300 mm to 600 mm in the Plan views. • Added Note 1 to Section A-A Cut view.


SUMMARY OF REVISIONS TO OPSD 912.382 November 2007 GUIDE RAIL SYSTEM, STEEL BEAM, PERMANENT TRANSITION INSTALLATION, STEEL BEAM WITH ECCENTRIC LOADER TO 3 CABLE, DIVIDED AND UNDIVIDED HIGHWAY • Double nuts have been added to each end of the cable assembly throughout drawing. • In the Plan view, labelling and breakpoint in rounding have been revised and channel has been

added. • In the Elevation view, channel termination, cable installation requirements, and steel beam guide rail

mounting height have been added and label for cable mounting height has been deleted. • Existing Note 2 has been deleted. • New Notes 2 and 3 have been added. SUMMARY OF REVISIONS TO OPSD 912.531 November 2007 GUIDE RAIL SYSTEM, STEEL BEAM, END TREATMENT, INSTALLATION - ENTRANCES AND INTERSECTING ROADWAYS • In the Elevation view, SBGR mounting height labels have been revised; cable assembly, SBGR cable

attachment, SBGR, and structure connection have been labelled; and shoulder and structure deck elevations have been deleted.

• In the Plan view, labelling has been revised; cable assembly, SBGR cable attachment, SBGR, and

strut have been labelled; and double nuts have been added to each end of the cable assembly. • Steel Beam Guide Rail Installation on Curve table has been titled and revised. • Existing Note 1 has been split into Notes 1 and 2 and rewritten. Other notes have been reordered. • Existing Notes 2 and 3 have been rewritten. • New Note 6 has been added. SUMMARY OF REVISIONS TO OPSD 922.330 November 2007 ENERGY ATTENUATOR, END TREATMENT, CRASH-CUSHION ATTENUATING TERMINAL SYSTEM, ASSEMBLY • Title has been revised. • In the Isometric view, double nuts have been added to each end of the cable anchor assembly, edge

of pavement has been revised and labelled, heights of rail and exposed steel foundation tubes have been deleted, and cable anchor assembly has been labelled.

• In the Post Installation Detail view, title has been revised and height of exposed steel foundation tube has been deleted.

• New Note 3 has been added. • Existing Note A has been revised.


SUMMARY OF REVISIONS TO OPSD 922.402 November 2007 ENERGY ATTENUATOR, END TREATMENT, ECCENTRIC LOADER TERMINAL SYSTEM, COMPONENT - RAIL AND CABLE ATTACHMENT • Title has been revised. • In the Front Elevation from Post 3 to 6 view, 19 x 63 mm slotted hole requirements have been

revised. • In the Cable Assembly view, diameter of cable has been revised to 19 mm and double nuts have

been added to each end of the cable assembly. SUMMARY OF REVISIONS TO OPSD 922.410 November 2007 ENERGY ATTENUATOR, END TREATMENT, ECCENTRIC LOADER TERMINAL SYSTEM, ASSEMBLY - LOADER DETAIL • Title has been revised. • Double nuts have been added to each end of the cable assembly throughout drawing. • In the Elevation view, label for post has been revised to wooden post and mounting height of guide

rail and height of exposed post anchor tube have been deleted. • In the Detail A view, height of exposed post anchor tube has been deleted. • In the Soil Plate Detail view, side view has been added. • In the Section A-A view, slope on top of wooden post has been deleted. SUMMARY OF REVISIONS TO OPSD 922.430 November 2007 ENERGY ATTENUATOR, END TREATMENT, ECCENTRIC LOADER TERMINAL SYSTEM, INSTALLATION - LAYOUT AND POST • Title has been revised. • Double nuts have been added to each end of the cable assembly throughout drawing. • In the Plan view, labelling and breakpoint in rounding have been revised, channel has been labelled,

and calculated length of need and traffic flow arrow have been added. • In the Elevation view, labelling has been revised and mounting heights of steel beam guide rail and

posts, burial depth of posts, and labels for drilled holes and timber posts have been deleted. • In the Breakaway Wooden Post Detail view, titles and dimensions have been revised, burial depth of

post has been deleted, and height of exposed post anchor tube has been added. • In the Post Anchor Tube Detail view, titles and dimensions have been revised and burial depth of post

has been deleted.


• In the Rail and Post Offset table, title has been revised. • Breakpoint in Rounding, Minimum Offset table has been added. • Existing Note 1 and Note A have been deleted. Order notes have been reordered. • New Note 2 has been added. SUMMARY OF REVISIONS TO OPSD 922.530 November 2007 ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM WITH WOODEN POSTS, INSTALLATION • Title has been revised. • In the Plan view, Extruder Terminal system has been installed on a flare and object marker has been

added. • In the Elevation view, depths of buried posts have been deleted and angle strut, cable assembly, and

flexible reflective sheeting have been labelled. • Table for Extruder Terminal system offsets has been added. • Section A-A, Section B-B, Section C-C, and Elevation views have been deleted. • Existing Notes 1, 2, 3, 4, and A have been deleted. Notes 1, 2, A, and C have been added.


revision information sheet ontario provincial … · “corrugated steel pipe, 700 or 1,000 mm dia....

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