REVISION INFORMATION SHEET ONTARIO PROVINCIAL … · interim, an email will be sent to OPS users...

Ontario Provincial Standards301 St. Paul St., 2nd Floor North

St. Catharines, ON L2R 7R4

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

REVISION INFORMATION SHEET

ONTARIO PROVINCIAL STANDARDS FOR ROADS AND PUBLIC WORKS

VOLUME 3 DRAWINGS FOR ROADS, BARRIERS, DRAINAGE,

SANITARY SEWERS, WATERMAINS, AND STRUCTURES

MANUAL REVISION #53 NOVEMBER 2006 Each 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for use of Ontario Provincial Standards; therefore, manual holders are cautioned about immediately discarding superseded and cancelled drawings. ONTARIO PROVINCIAL STANDARDS – NOTICE OF ACCESS Current users of the Ontario Provincial Standards for Roads and Public Works (OPS) will not be receiving notices for OPS updates as they have 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 Marg Gordon, Clerk, (OPS) Standards Management ([email protected]). New OPS manuals and the latest published updates for each of the four 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. (www.raqsa.mto.gov.on.ca/techpubs/ops.nsf/opshomepage)

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

Updates and OPS manuals are available for a cost-recovery fee. (www.pubont.stores.gov.on.ca/pool/english/catalogue.asp?)

• The four 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 for a cost-recovery fee. The updates are not available on CDs as an update package. (www.pubont.stores.gov.on.ca/pool/english/catalogue.asp?)

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 53 (Date: 11/2006)

mailto:[email protected]

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 to Marg Gordon, Clerk, Standards Management, by email. ([email protected]). YOU NEED TO REGISTER YOUR OPS MANUALS AND CDs Current and new owners of OPS manuals are requested to register their OPS hard-copy manuals and CDs with the OPS section. This gives us the ability to contact you when an update is available. 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 possible inclusion into the Ontario Provincial Standards. THIS MANUAL IS REVISED AS FOLLOWS: 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

100.010 0 100.010 1 “ABBREVIATIONS, GENERAL A-C” This drawing has been reaffirmed. No changes to technical information. Abbreviations listed with the abbreviations being in alphabetical order.

100.011 0 100.011 1 “ABBREVIATIONS, GENERAL D-J” This drawing has been reaffirmed. No changes to technical information. Abbreviations listed with the abbreviations being in alphabetical order.

100.012 0 100.012 1 “ABBREVIATIONS, GENERAL L-R” This drawing has been reaffirmed. No changes to technical information. Abbreviations listed with the abbreviations being in alphabetical order. The rate of superelevation abbreviation has been moved to OPSD 100.013.

Rev. Info Sheet - OPS Volume 3: Rev. Number 53 (Date 11/2006)

http://www.municipalengineers.on.ca/


http://www.ops.on.ca/


http://www.ops.on.ca/




100.013 0 100.013 1 “ABBREVIATIONS, GENERAL S-W” This drawing has been reaffirmed. No changes to technical information. Abbreviations listed with the abbreviations being in alphabetical order. The rate of superelevation abbreviation has been moved from OPSD 100.012.

100.014 0 -- -- Cancelled “ABBREVIATIONS, METRIC UNITS” Cancelled as information is commonly known and is not different from other accessible sources.

100.050 0 100.050 1 “ABBREVIATIONS, BUILDING DESCRIPTIONS” This drawing has been reaffirmed. No changes to technical information. Letters in columns 3 and 4 listed with the letters being in alphabetical order.

100.060 0 100.060 1 “ABBREVIATIONS, GEOTECHNICAL” This drawing has been reaffirmed. No changes to technical information. Abbreviations listed with the abbreviations being in alphabetical order.

101.010 0 101.010 1 “TOPOGRAPHY PLAN FEATURES, MONUMENT FEATURES” This drawing has been reaffirmed. No changes to technical information.

101.011 0 101.011 1 “TOPOGRAPHY PLAN FEATURES, GROUND FEATURES” This drawing has been reaffirmed. No changes to technical information.

101.012 0 101.012 1 “TOPOGRAPHY PLAN FEATURES, ROAD FEATURES” This drawing has been reaffirmed. No changes to technical information.

101.013 0 101.013 1 “TOPOGRAPHY PLAN FEATURES, BARRIER AND VEGETATION FEATURES” This drawing has been reaffirmed. No changes to technical information.

101.014 0 101.014 1 “TOPOGRAPHY PLAN FEATURES, UTILITY FEATURES” Gas and water meter symbols were added.

101.015 0 101.015 1 “TOPOGRAPHY PLAN FEATURES, DRAINAGE FEATURES” This drawing has been reaffirmed. No changes to technical information.

101.016 0 101.016 1 “TOPOGRAPHY PLAN FEATURES, MISCELLANEOUS FEATURES” This drawing has been reaffirmed. No changes to technical information.

101.017 0 101.017 1 “TOPOGRAPHY PLAN FEATURES, RIGHT-OF-WAY FEATURES” ROW added to property line.

102.010 0 102.010 1 “REMOVALS, LEGEND” This drawing has been reaffirmed. No changes to technical information.





103.010 0 103.010 1 “NEW CONSTRUCTION, LEGEND 1” Proposed changed to New for maintenance hole and catch basin. Alternative symbol added for curb with gutter.

103.011 0 103.011 1 “NEW CONSTRUCTION, LEGEND 2” Symbols added for backfill and rock shatter. Direction of traffic symbol revised.

209.020 -- 209.020 1 “WIDENING EXISTING ROCK CUT WITH GRADE RAISE” See Summary or Revisions

216.010 -- 216.010 1 “BOULEVARD TREATMENTS, URBAN SECTION” Pavement label revised to pavement surface.

217.050 -- 217.050 1 “ACCESS TO HYDRANT ACROSS DITCH” See Summary of Revisions

217.060 -- 217.060 1 “UTILITY POLE SETTING DEPTH AT DITCH LOCATIONS” See Summary of Revisions

219.100 -- 219.100 1 “LIGHT DUTY STRAW BALE BARRIER” New Note 1. Existing Note 1 moved to Section A-A.

219.110 -- 219.110 1 “LIGHT DUTY SILT FENCE BARRIER” This drawing has been reaffirmed by the committee. No change to technical information.

219.120 -- -- -- Cancelled “HEAVY DUTY STRAW BALE BARRIER”

219.130 -- 219.130 1 “HEAVY DUTY SILT FENCE BARRIER” This drawing has been reaffirmed by the committee. No change to technical information.

219.140 -- -- -- “BERM BARRIER” Drawing renumbered to OPSD 219.231.

219.150 -- 219.150 1 “SANDBAG BARRIER” This drawing has been reaffirmed by the committee. No change to technical information.

219.180 -- 219.180 1 “STRAW BALE FLOW CHECK DAM” See Summary of Revisions

219.190 -- 219.190 1 “SILT FENCE FLOW CHECK DAM” Title revised. Ground level changed to earth grade. Label added regarding flow check dam at low point on Elevation view.

219.200 -- 219.200 1 “SANDBAG FLOW CHECK DAM” Title revised. Note 1 revised. Ground level changed to Earth grade. First sentence of existing Note 1 moved to Section A-A views.

219.210 -- 219.210 1 “ROCK FLOW CHECK DAM V-DITCH” Title revised. Plan view title revised. Section A-A Ditch or channel slope changed to Ditch slope.

219.211 -- 219.211 1 “ROCK FLOW CHECK DAM FLAT BOTTOM DITCH” Title revised. Plan view title revised. Section A-A Ditch or channel slope label changed to Ditch slope.





219.220 -- 219.220 1 “EXCAVATED SEDIMENT TRAP IN DITCH” Title revised. Note A revised. New Note B added. Existing Note B reordered.

219.230 -- 219.230 1 “CHUTE FOR EXCAVATED SEDIMENT TRAP” Title revised.

-- -- 219.231 0 “BERM BARRIER” Drawing renumbered. Note A and B reordered. Chute added to drawing.

219.240 -- 219.240 1 “DEWATERING TRAP” This drawing has been reaffirmed by the committee. No change to technical information.

219.260 -- 219.260 1 “TURBIDITY CURTAIN” Note 1 moved to Plan view.

219.261 -- 219.261 1 “TURBIDITY CURTAIN SEAM DETAIL” Upper and lower sleeve labelled.

300.010 -- 300.010 1 “SIDE ROAD INTERSECTION, FILL” See Summary of Revisions

300.020 -- 300.020 1 “SIDE ROAD INTERSECTION, CUT” See Summary of Revisions

300.030 -- -- -- “SIDE ROAD INTERSECTION, ROCK CUT” Superseded by OPSD 300.020.

-- -- 404.010 0 New Drawing “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, SAFETY PLATFORM AND LADDER”

509.010 -- 509.010 1 “PAVEMENT REINSTATEMENT FOR UTILITY CUTS” Reference to Note 1 added to Composite Pavement and Hot Mix Asphalt Pavement views. As specified label added to unshrinkable or granular backfill label on Composite Pavement and Exposed Concrete Pavement view.

561.010 -- 561.010 1 “INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE” See Summary of Revisions

561.020 -- 561.020 1 “INTERLOCKING CONCRETE PAVERS ON CONCRETE OR ASPHALT BASE” See Summary of Revisions

561.030 -- 561.030 1 “INTERLOCKING CONCRETE PAVERS FOR RETROFIT CROSSWALK INSTALLATION” See Summary of Revisions

600.010 -- 600.010 1 “CONCRETE BARRIER CURB WITH WIDE GUTTER” Note C rewritten.

600.020 -- 600.020 1 “CONCRETE SEMI-MOUNTABLE CURB WITH WIDE GUTTER” Note C rewritten.

600.030 -- 600.030 1 “CONCRETE MOUNTABLE CURB WITH WIDE GUTTER” Note C rewritten.

600.040 -- 600.040 1 ‘CONCRETE BARRIER CURB WITH STANDARD GUTTER” See Summary of Revisions





600.050 -- -- -- “CONCRETE BARRIER CURB WITH STANDARD GUTTER FOR RIGID PAVEMENT” Superseded by OPSD 600.040.

600.060 -- 600.060 1 “CONCRETE SEMI-MOUNTABLE CURB WITH STANDARD GUTTER” Note C rewritten.

600.070 -- 600.070 1 “CONCRETE BARRIER CURB WITH STANDARD GUTTER, TWO STAGE CONSTRUCTION” Note C rewritten.

600.080 -- 600.080 1 “CONCRETE BARRIER CURB WITH NARROW GUTTER” Note C rewritten.

600.090 -- 600.090 1 “CONCRETE SEMI-MOUNTABLE CURB WITH NARROW GUTTER” Note C rewritten.

600.100 -- 600.100 1 “CONCRETE MOUNTABLE CURB WITH NARROW GUTTER” Note C rewritten.

600.110 -- 600.110 1 “CONCRETE BARRIER CURB” Note C rewritten.

603.020 -- 603.020 1 “PRECAST CONCRETE CURB” See Summary of Revisions

604.010 -- 604.010 1 “90° CONCRETE OUTLET FOR CONCRETE CURB WITH GUTTER” This drawing has been reaffirmed by committee. No change to technical information.

605.010 -- 605.010 1 “45° CONCRETE OUTLET FOR CONCRETE CURB WITH GUTTER” This standard has been reaffirmed by committee. No change to technical information.

605.030 -- 605.030 1 “45° CONCRETE OUTLET FOR CONCRETE CURB AND GUTTER AT END OF RUN” This drawing has been reaffirmed by committee. No change to technical information.

606.010 -- 606.010 1 “600 mm RADIUS BARRIER BULLNOSE” See Summary of Revisions

606.020 -- 606.020 1 “600 mm RADIUS MOUNTABLE BULLNOSE” Dimension ‘W’ and reference to Note 2 deleted from Plan view. Note 2 deleted.

606.030 -- 606.030 1 “800 mm RADIUS MOUNTABLE BULLNOSE CURB WITH GUTTER TWIN INLET” Note 1 revised. Frame with grate label revised on Plan view.

607.010 -- 607.010 1 “OVER 600 mm RADIUS MOUNTABLE BULLNOSE” See Summary of Revisions

607.020 -- 607.020 1 “OVER 600 mm RADIUS BARRIER BULLNOSE” Dimension W and reference to Note 2 deleted from Plan view. Note 2 deleted.





608.010 -- 608.010 1 “METHOD OF TERMINATION FOR CONCRETE CURB WITH GUTTER” This drawing has been reaffirmed by committee. No changes to technical information.

610.020 1 610.020 2 “CATCH BASIN FRAME WITH GRATE SHOULDER INSTALLATION AT CONCRETE BARRIER” “As specified” label added to Plan view to designate offset distance from the concrete barrier to the catch basin.

708.010 0 708.010 1 “CATCH BASIN CONNECTION FOR RIGID MAIN PIPE SEWER” New Note B has been added. Other note has been reordered.

708.020 1 708.020 2 “SUPPORT FOR PIPE AT CATCH BASIN OR MAINTENANCE HOLE” There are no changes to this drawing. This drawing is reaffirmed.

708.030 0 708.030 1 “CATCH BASIN CONNECTION FOR FLEXIBLE MAIN PIPE SEWER” See Summary of Revisions

-- -- 802.095 0 New Drawing “CLAY SEAL FOR PIPE TRENCHES”

803.010 -- 803.010 1 “BACKFILL AND COVER FOR CONCRETE CULVERTS” Note B rewritten. New Notes C & D added.

804.01 1 -- -- Cancelled “CONCRETE HEADWALL FOR SEWER OR CULVERT PIPE CSP 900 mm DIA AND GREATER” Headwall should be designed for each location.

804.02 1 -- -- Cancelled “CONCRETE HEADWALL FOR SEWER OR CULVERT PIPE CP 900 mm DIA AND GREATER” Headwall should be designed for each location.

804.030 0 804.030 1 CONCRETE HEADWALL FOR PIPE LESS THAN 900 mm DIAMETER” Note A revised and reordered to Note B. New Note A added. Other Notes reordered.

804.04 1 -- -- “CONCRETE HEADWALL FOR SEWER OR CULVERT PIPE” Superseded by OPSD 804.040.

-- -- 804.040 0 “CONCRETE HEADWALL FOR SEWER OR CULVERT PIPE OUTLET” See Summary of Revisions

806.02 2 -- -- “MAXIMUM COVER TABLE, POLYETHYLENE PIPE CLASS 210 AND CLASS 300” Superseded by OPSD 806.020.

-- -- 806.020 0 “HEIGHT OF FILL TABLE, DUAL WALL CORRUGATED POLYETHYLENE GRAVITY SEWER PIPE, 210 AND 320 kPa” See Summary of Revisions





-- -- 806.021 0 New Drawing “HEIGHT OF FILL TABLE, CLOSED PROFILE WALL POLYETHYLENE PIPE, RSC 160 AND 250”

806.040 0 806.040 1 “HEIGHT OF FILL TABLE, POLYVINYL CHLORIDE GRAVITY SEWER PIPE, 210, 320, AND 625 kPa” See Summary of Revisions

807.01 1 -- -- “SPECIFIED MINIMUM CLASS OF PIPE, REINFORCED CONCRETE PIPE - CONFINED TRENCH CLASS: 50-D; 65-D; 100-D; 140-D Superseded by OPSD 807.010.

-- -- 807.010 0 “HEIGHT OF FILL TABLE, REINFORCED CONCRETE PIPE - CONFINED TRENCH CLASS 50-D, 65-D, 100-D, AND 140-D See Summary of Revisions

807.03 -- -- -- “SPECIFIED MINIMUM CLASS OF PIPE, REINFORCED CONCRETE PIPE - EMBANKMENT CLASS: 50-D; 65-D; 100-D; 140-D Superseded by OPSD 807.030.

-- -- 807.030 0 “HEIGHT OF FILL TABLE, REINFORCED CONCRETE PIPE - EMBANKMENT CLASS 50-D, 65-D, 100-D, AND 140-D See Summary of Revisions

812.01 -- -- -- “CUT OFF WALL FOR STRUCTURAL PLATE PIPE ARCH AND CIRCULAR CSP” Superseded by OPSD 812.010.

-- -- 812.010 0 “CUT OFF WALL FOR STRUCTURAL PLATE PIPE ARCH AND CIRCULAR CSP” See Summary of Revisions

922.510 1 922.510 2 “ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, ASSEMBLY” See Summary of Revisions

922.530 1 922.530 2 “ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, INSTALLATION” See Summary of Revisions

922.531 1 922.531 2 “ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, INSTALLATION, EXTRUDER TERMINAL APPROACH END” See Summary of Revisions

923.301 0 923.301 1 “ENERGY ATTENUATOR, CRASH CUSHION, INERTIAL MODULE SYSTEM, COMPONENT - FITCH UNIVERSAL MODULE” See Summary of Revisions

923.302 0 923.302 1 “ENERGY ATTENUATOR, CRASH CUSHION, INERTIAL MODULE SYSTEM, COMPONENT - ENERGITE III MODULE” See Summary of Revisions





923.330 0 923.330 1 “ENERGY ATTENUATOR, CRASH CUSHION, INERTIAL MODULE SYSTEM, INSTALLATION - ARRANGEMENT OF HAZARD TREATMENT” Title has been revised.

971.101 0 971.101 1 “FENCE, HIGHWAY, IN EARTH, SHALE, LOOSE ROCK, OR FRIABLE ROCK, INSTALLATION” See Summary of Revisions

-- -- 971.102 0 New Drawing “FENCE, HIGHWAY, IN SOLID ROCK, INSTALLATION” See Summary of Revisions

991.130 0 991.130 1 “EXPANDED METAL ANTI-GLARE SCREEN, INSTALLATION - CONCRETE BARRIER” See Summary of Revisions

991.131 0 991.131 1 “EXPANDED METAL ANTI-GLARE SCREEN, INSTALLATION - STEEL BEAM GUIDE RAIL WITH WOOD POST” See Summary of Revisions

991.132 0 991.132 1 “EXPANDED METAL ANTI-GLARE SCREEN, INSTALLATION - CHAIN-LINK FENCE” See Summary of Revisions

1101.012 0 1101.012 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, COMPONENTS” See Summary of Revisions

1101.013 0 1101.013 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, RISER AND BASE” See Summary of Revisions

1101.014 0 1101.014 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, THRUST BLOCKS” See Summary of Revisions

1101.015 0 1101.015 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, CHIMNEY AND CAP” See Summary of Revisions

1101.016 0 1101.016 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, COMPONENTS” See Summary of Revisions

1101.017 0 1101.017 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, RISER AND BASE” See Summary of Revisions

1101.018 0 1101.018 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, THRUST BLOCKS” See Summary of Revisions

1101.019 0 1101.019 1 “PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, CHIMNEY AND CAP” See Summary of Revisions





1101.020 -- 1101.020 1 “VALVE OPERATOR” The title of the drawing has been revised. New Note B has been added. Other notes have been reordered.

1103.010 -- 1103.010 1 “CONCRETE THRUST BLOCKS FOR TEES, PLUGS, AND HORIZONTAL BENDS” See Summary of Revisions

1103.020 1 1103.020 2 “CONCRETE THRUST BLOCKS FOR VERTICAL BENDS” Note D has been rewritten. Note E has been rewritten and the soil bearing capacity reduced to 100 kPa.

1104.010 1 1104.010 2 “WATER SERVICE CONNECTION, 19 AND 25 mm DIAMETER SIZES” Title of the drawing revised. Rod added to the curb stop. Note B revised.

1104.020 -- 1104.020 1 “WATER SERVICE CONNECTION, 32, 38, AND 50 mm DIAMETER SIZES” The title of the drawing has been revised. Rod has been added to the curb stop.

1104.030 -- 1104.030 1 “25 mm BLOW OFF INSTALLATION” See Summary of Revisions

1105.010 -- 1105.010 1 “HYDRANT INSTALLATION” See Summary of Revisions

1107.010 -- 1107.010 1 “PIPING LAYOUT FOR WATER METERS 50 mm AND SMALLER IN CHAMBERS” A label for a “350 mm minimum” dimension was added in both Elevation views for a Water Meter With No By-Pass and With By-Pass.

1107.020 -- 1107.020 1 “PIPING LAYOUT FOR WATER METERS 75 TO 250 mm IN CHAMBERS WITH BY-PASS” There are no changes to this drawing. This drawing is reaffirmed.

1107.030 0 1107.030 1 “PIPING LAYOUT FOR WATER METERS IN BUILDING WITH BY-PASS” The drawing has been reaffirmed. No changes to technical information.

1108.010 -- 1108.010 1 “CAST-IN-PLACE WATER METER CHAMBER FOR 75 TO 250 mm METERS” The drawing was reviewed by the OPS Watermains Committee and no changes were necessary, except for minor OPS format issues.

3340.100 0 3340.100 1 “DECK, DRAINS, WITH DOWNSPOUT” See Summary of Revisions

3340.102 0 3340.102 1 “DECK, DRAINS, WITH SLOPED DOWNSPOUT” See Summary of Revisions

3340.150 0 3340.150 1 “DECK, DRAINS, WITH TRANSVERSE BAR OPENINGS” See Summary of Revisions

3340.151 0 -- -- Cancelled “DECK, DRAINS, WITH LONGITUDINAL BAR OPENINGS” Drain hazard to cyclists.





3340.153 0 3340.153 1 “DECK, DRAINS, MEDIAN WITH TRANSVERSE BAR OPENINGS” See Summary of Revisions

3340.154 0 -- -- Cancelled “DECK, DRAINS, MEDIAN WITH LONGITUDINAL BAR OPENINGS” Drain hazardous to cyclists.

3340.200 0 3340.200 1 “DECK, DRAINS, WITH DOWNSPOUT MODIFICATION FOR ADDITION OF ASPHALT TO EXISTING STRUCTURE” Notes renumbered.

3340.201 0 3340.201 1 “DECK, DRAINS, WITH SLOPED DOWNSPOUT MODIFICATION FOR ADDITION OF ASPHALT TO EXISTING STRUCTURE” Welds on section A-A revised. Note A revised.

3340.250 0 3340.250 1 “DECK, DRAINS, WITH TRANSVERSE OR LONGITUDINAL BAR OPENINGS MODIFICATION FOR ADDITION OF ASPHALT TO EXISTING STRUCTURE” Location of drain holes added to Plan view.

3349.100 0 3349.100 1 “DECK, DRAINS, DRAINAGE OF NEW DECK BELOW ASPHALT WEARING SURFACE” “Drain tubes” and “tubes” changed to “drainage tubes”. Drainage tube, coupler, and drain extension labelled on views throughout.

3349.101 0 3349.101 1 “DECK, DRAINS, DRAINAGE OF EXISTING DECK BELOW ASPHALT WEARING SURFACE” “Drain tubes” and “tubes” changed to “drainage tubes”. Drainage tube, coupler, and drain extension labelled on views throughout.

3390.100 0 3390.100 1 “DECK, DRIP CHANNEL” Detail A title changed.

3940.150 0 3940.150 1 “FIGURES IN CONCRETE, WARNING MESSAGE, LAYOUT” Editorial changes only.

3940.151 0 3940.151 1 “FIGURES IN CONCRETE, WARNING MESSAGE, LETTERS” Editorial changes only.


SUMMARY OF REVISIONS TO OPSD 209.020 November 2006 WIDENING EXISTING ROCK CUT WITH GRADE RAISE • Note 3 deleted. • Interceptor ditch depth dimension “250 mm min” deleted. • Dimension “4.5 m min” from top of cut to ROW limit deleted. • Dimension “H”, representing height of rock face, deleted. • Labelling revised in some instances. SUMMARY OF REVISIONS TO OPSD 217.050 November 2006 ACCESS TO HYDRANT ACROSS DITCH • On Plan View, width of access revised. • On Section B-B, slope at back of access revised, minimum dimension added between face of hydrant

and side of culvert, and culvert requirements revised. SUMMARY OF REVISIONS TO OPSD 217.060 November 2006 UTILITY POLE SETTING DEPTH AT DITCH LOCATIONS • Culvert requirement of “300 mm min culvert” changed to “culvert, as specified.” • Dimension “D” deleted from Section A-A. • View titles revised in some instances. SUMMARY OF REVISIONS TO OPSD 219.180 November 2006 STRAW BALE FLOW CHECK DAM • Title revised. • Note 1 revised. • New Note 2 added. Existing Note 2 added to Section C-C. • Plan view title Flat Bottom Ditch revised.


SUMMARY OF REVISIONS TO OPSD 300.010 November 2006 SIDE ROAD INTERSECTION, FILL • Title revised. • Culvert added. • Side road radius added. • Notes 1, 2, and A rewritten. • Note 3 added. • Labels revised for clarity in some instances. SUMMARY OF REVISIONS TO OPSD 300.020 November 2006 SIDE ROAD INTERSECTION, CUT • Title revised. • Rock cut grading added. • Culvert added. • Side road radius added. • Notes 1 and 2 rewritten. • Note 3 added. • Labels revised for clarity in some instances. • OPSDs 300.020 and 300.030 combined on this drawing. SUMMARY OF REVISIONS TO OPSD 561.010 November 2006 INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE • Bedding sand depth revised. • Requirement for concrete edge restraint revised.


SUMMARY OF REVISIONS TO OPSD 561.020 November 2006 INTERLOCKING CONCRETE PAVERS ON CONCRETE OR ASPHALT BASE • Note 2 rewritten. • Drain label added. • Requirement for geotextile at drain locations added. • Bedding sand depth revised. • Requirement for concrete edge restraint revised. • Vehicular section redrawn at back of curb. SUMMARY OF REVISIONS TO OPSD 561.030 November 2006 INTERLOCKING CONCRETE PAVERS FOR RETROFIT CROSSWALK INSTALLATION • Note 1 rewritten. • Drain label added. • Requirement for geotextile at drain locations added. • Bedding sand depth revised. SUMMARY OF REVISIONS TO OPSD 600.040 November 2006 CONCRETE BARRIER CURB WITH STANDARD GUTTER • Title revised. • OPSD 600.040 and 600.050 were combined into one drawing resulting in this OPSD 600.040. • Note 1 rewritten. • Notes 4 and 5 added. • Reference to Note 4 added to Tangent and Superelevated views. • Note C rewritten. • Label showing finished road surface deleted from Tangent view. • Requirements for rigid pavement added to Tangent and Superelevated views. • Label identifying face requirements for flexible pavement added to Tangent view.


SUMMARY OF REVISIONS TO OPSD 603.020 November 2006 PRECAST CONCRETE CURB • Title revised. • Note A deleted. Other notes reordered. • The requirement for class of exposure C2 added to Existing Note B. • Requirement for hole for hazard marker revised to when specified. SUMMARY OF REVISIONS TO OPSD 606.010 November 2006 600 mm RADIUS BARRIER BULLNOSE • Note 1 revised. • Frame with grate label revised on Plan view. • Dimension W and reference to Note 2 deleted from Plan view. • Note 2 deleted. SUMMARY OF REVISIONS TO OPSD 607.010 November 2006 OVER 600 mm RADIUS MOUNTABLE BULLNOSE • Dimension W and reference to Note 2 deleted from Plan view. • Note 2 deleted. • Frame with grate label revised on Plan view. SUMMARY OF REVISIONS TO OPSD 708.030 November 2006 CATCH BASIN CONNECTION FOR FLEXIBLE MAIN PIPE SEWER • New Note A has been added. Other note has been reordered. • Label for “Catch basin connection” has been shown. • Line extending above the pipe connection has been deleted.


SUMMARY OF REVISIONS TO OPSD 804.040 November 2006 CONCRETE HEADWALL FOR SEWER OR CULVERT PIPE OUTLET • Title revised. • Note 1 revised. • New Note A added. Other Notes reordered. • Section A-A added. • In Side View the vertical reinforcing steel was extended into footing. SUMMARY OF REVISIONS TO OPSD 806.020 November 2006 HEIGHT OF FILL TABLE, DUAL WALL CORRUGATED POLYETHYLENE GRAVITY SEWER PIPE, 210 AND 320 kPa • The title of the drawing has been revised. • Class 300 kPa has been replaced with 320 kPa. • The maximum height of fill values in the table have been revised. • New Note C has been added. SUMMARY OF REVISIONS TO OPSD 806.040 November 2006 HEIGHT OF FILL TABLE, POLYVINYL CHLORIDE GRAVITY SEWER PIPE, 210, 320, AND 625 kPa • The title of the drawing has been revised. • The existing table has been revised to include an additional category of polyvinyl chloride gravity

sewer pipe with a stiffness of 625 kPa. • Additional pipe diameter sizes of 100 and 135 mm have been added to the table. • Note B has been rewritten. SUMMARY OF REVISIONS TO OPSD 807.010 November 2006 HEIGHT OF FILL TABLE, REINFORCED CONCRETE PIPE - CONFINED TRENCH CLASS 50-D, 100-D, AND 140-D • The title of the drawing has been revised. • The maximum height of fill values in the table have been revised. • Existing Note E has been divided into two separate Notes E and F. • Note G has been added. Other notes have been reordered.


SUMMARY OF REVISIONS TO OPSD 807.030 November 2006 HEIGHT OF FILL TABLE, REINFORCED CONCRETE PIPE - EMBANKMENT CLASS 50-D, 65-D, 100-D, AND 140-D • The title of the drawing has been revised. • The existing table has been revised to include only “Positive Projecting Embankment”. The maximum

height of fill values in the table have been revised. • Existing Note A has been rewritten. • Existing Note B has been deleted. • Existing Note E has been divided into two separate Notes D and E. • Existing Note F has been divided into two separate Notes E and F. SUMMARY OF REVISIONS TO OPSD 812.010 November 2006 CUT OFF WALL FOR STRUCTURAL PLATE PIPE ARCH AND CIRCULAR CSP • New Note A. Other notes reordered. • Bolt detail retitled. • Elevation views retitled. • Cut off wall thickness increased to 400 mm. SUMMARY OF REVISIONS TO OPSD 922.510 November 2006 ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, ASSEMBLY • Title has been revised. • Extruder system renamed to Extruder Terminal system throughout drawing. • In the End View, object marker label has been revised. • In the Isometric View, optional cut shown on posts. • Note 2 added.


SUMMARY OF REVISIONS TO OPSD 922.530 November 2006 ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, INSTALLATION • Title has been revised. • Extruder system renamed to Extruder Terminal system throughout drawing. • In the Section views, optional cut shown on posts. • In the Elevation view, steel beam guide rail height transition label has been deleted. • Note 1 has been revised. SUMMARY OF REVISIONS TO OPSD 922.531 November 2006 ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, INSTALLATION, EXTRUDER TERMINAL APPROACH END • Title has been revised. • Cable Assembly, Angle Strut Detail, Soil Plate Detail, Cable Anchor Bracket Detail, and Section A-A

views have been deleted. • In the Plan view, cable assembly has been labelled. • In the Elevation view, steel beam guide rail and extruder terminal height labels have been deleted. SUMMARY OF REVISIONS TO OPSD 923.301 November 2006 ENERGY ATTENUATOR, CRASH CUSHION, INERTIAL MODULE SYSTEM, COMPONENT - FITCH UNIVERSAL MODULE • Title has been revised. • Module view renamed to Typical Assembly. • Steel Stop Bracket view renamed to Stop Bracket. • Note A rewritten. Existing Note B deleted. Other note reordered. SUMMARY OF REVISIONS TO OPSD 923.302 November 2006 ENERGY ATTENUATOR, CRASH CUSHION, INERTIAL MODULE SYSTEM, COMPONENT - ENERGITE III MODULE • Title has been revised. • Steel Stop Bracket view renamed to Stop Bracket. • Note A rewritten. Existing Note B deleted. Other note reordered.


SUMMARY OF REVISIONS TO OPSD 971.101 November 2006 FENCE. HIGHWAY, IN EARTH, SHALE, LOOSE ROCK, OR FRIABLE ROCK, INSTALLATION • The original OPSD 971.101 was divided into two separate drawings. Information regarding fences in

solid rock has been moved to new OPSD 971.102. Noted revisions are changes from the original OPSD 971.101.

• Title revised. • Fence Details In Earth, Shale, Loose Or Friable Rock view renamed to Highway Fence In Earth,

Shale, Loose Rock, Or Friable Rock. In the view, diagonal brace wire and diagonal wood brace material requirements deleted, gate deleted, fence fabric labelled, wire spacing label deleted, and labelling has been revised.

• Gate Detail view has been added. • Wire Spacing and Post Dia view renamed to Wire Spacing Detail. In the view, post diameter labelling

deleted and wire spacing has been revised. • In the Splicing Detail view, written instructions have been deleted. • Note 1 rewritten. • Existing Note A reordered to Note 2. SUMMARY OF REVISIONS TO OPSD 971.102 November 2006 FENCE. HIGHWAY, IN SOLID ROCK, INSTALLATION • Information regarding fences in solid rock from OPSD 971.101 has been moved to OPSD 971.102.

Noted revisions are changes from the rock information on OPSD 971.101. • In Rock view renamed to Detail A. In this view, the diagonal wood brace material requirements

deleted and labelling has been revised. • Fence Details in Solid Rock view renamed to Highway Fence In Solid Rock. In the view, fence fabric

labelled, wire spacing label deleted, and labelling has been revised. • Detail A, Overburden Less Than 450 mm view renamed to Detail B, Brace Panel in Overburden Less

Than 450 mm. • Detail B, Overburden More Than 450 mm view renamed to Detail C, Brace Panel In Overburden

Between 450 mm - 760 mm and labelling has been revised. • Note 1 and Note 2 rewritten.


SUMMARY OF REVISIONS TO OPSD 991.130 November 2006 EXPANDED METAL ANTI-GLARE SCREEN, INSTALLATION - CONCRETE BARRIER • Anti-glare screen renamed to mesh panel throughout drawing. • In the Straining Section Detail view, post spacing revised to 3000 mm max. Labelling has been

revised. • In the Line Post Detail view, labelling has been revised. • Tension Wire Detail view renamed to Detail A. In the view, post labelled and Note 1 has been added. • In the Section A-A view, equivalent anchor revised to equivalent adhesive anchor and the labelling

has been revised. • Note 2 added. SUMMARY OF REVISIONS TO OPSD 991.131 November 2006 EXPANDED METAL ANTI-GLARE SCREEN, INSTALLATION - STEEL BEAM GUIDE RAIL WITH WOOD POST • Anti-glare screen renamed to mesh panel throughout drawing. • In the Straining Section Detail view, labelling has been revised. • In the Line Post Detail view, labelling has been revised. • Tension Wire Detail view renamed to Detail A. In the view, post labelled and Note 1 has been added. • In the Plan view, labelling has been revised. • In the Section A-A view, labelling has been revised. SUMMARY OF REVISIONS TO OPSD 991.132 November 2006 EXPANDED METAL ANTI-GLARE SCREEN, INSTALLATION - CHAIN-LINK FENCE • Anti-glare screen renamed to mesh panel throughout drawing. • In the Fastener Detail view, labelling has been revised. SUMMARY OF REVISIONS TO OPSD 1101.012 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, COMPONENTS • The height of the chimney has been increased and a chamfer in one corner of the opening has been

shown. The location of the ladder has been moved. • The openings in the riser have been modified to illustrate the use of two types of openings.


• Note A has been rewritten. • New Notes B, C, and D have been added. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 1101.013 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, RISER AND BASE • The maximum height of the combined risers has been increased to 4,500 mm. • “View of Sides 2 and 4” has been renamed to “View of Sides With Circular Opening” and the view has

been modified. • “View of Sides 1 and 3” has been renamed to “View of Sides With Slotted Opening” and the view has

been modified. • New Notes 2 and 3 have been added. • Notes A and B have been rewritten. SUMMARY OF REVISIONS TO OPSD 1101.014 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, THRUST BLOCKS • The height of the thrust block has been increased to 4,500 mm maximum. • The views for Elevation of Short Wall Thrust Block and Long Wall Thrust Block have been modified. • The table for reinforcement has been modified. • Note A has been rewritten. SUMMARY OF REVISIONS TO OPSD 1101.015 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 1800 x 2400 mm, CHIMNEY AND CAP • Heights shown on the Elevation Chimney view. • Location of opening changed on the Plan of Cap view. • A chamfer in one corner of the chimney in the Plan view has been shown. • The table for Swift Lift Anchor Placement has been deleted. • Notes B and C have been rewritten.


SUMMARY OF REVISIONS TO OPSD 1101.016 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, COMPONENTS • The height of the chimney has been increased and a chamfer in one corner of the opening has been

shown. The location of the ladder has been moved. • The openings in the riser have been modified to illustrate the use of two types of openings. • Note A has been rewritten. • New Notes B, C, and D have been added. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 1101.017 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, RISER AND BASE • The maximum height of the combined risers has been increased to 4,500 mm. • “View of Sides 2 and 4” has been renamed to “View of Sides With Circular Opening” and the view has

been modified. • “View of Sides 1 and 3” has been renamed to “View of Sides With Slotted Opening” and the view has

been modified. • New Notes 2 and 3 have been added. • Notes A and B have been rewritten. SUMMARY OF REVISIONS TO OPSD 1101.018 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, THRUST BLOCKS • The height of the thrust block has been increased to 4,500 mm maximum. • The views for Elevation of Short Wall Thrust Block and Long Wall Thrust Block have been modified. • The view for Section B-B has been deleted. • The table for reinforcement has been modified. • Note A has been rewritten.


SUMMARY OF REVISIONS TO OPSD 1101.019 November 2006 PRECAST CONCRETE VALVE CHAMBER WITH POURED-IN-PLACE THRUST BLOCKS, 2400 x 3000 mm, CHIMNEY AND CAP • Heights shown on the Elevation Chimney view. • Location of opening changed on the Plan of Cap view. • A chamfer in one corner of the chimney in the Plan view has been shown. • The table for Swift Lift Anchor Placement has been deleted. • Notes B and C have been rewritten. SUMMARY OF REVISIONS TO OPSD 1103.010 November 2006 CONCRETE THRUST BLOCKS FOR TEES, PLUGS, AND HORIZONTAL BENDS • Note D has been rewritten and the soil bearing capacity reduced to 100 kPa. • The minimum dimensions in the table have been revised. • A label for “0.5 O.D. + 300 mm minimum” has been added to the 90° Bend Plan. SUMMARY OF REVISIONS TO OPSD 1104.030 November 2006 25 mm BLOW OFF INSTALLATION • Rod has been added to the curb stop. • Existing label “Copper, length to suit” has been deleted. • Elbow and existing label “90° Elbow” have been deleted from pipe. SUMMARY OF REVISIONS TO OPSD 1105.010 November 2006 HYDRANT INSTALLATION • Existing Note A has been reordered to Note 1 and referenced to the concrete thrust blocks. Other

notes have been reordered. • Existing Note D has been rewritten. Other notes have been reordered. • New Note D has been added.


SUMMARY OF REVISIONS TO OPSD 3340.100 November 2006 DECK, DRAINS, WITH DOWNSPOUT • Square type drain deleted. • Section A-A galvanizing labels removed. • Drain detail retitled. • Notes 2, 3, and 4 deleted. • Notes 1 and C revised. SUMMARY OF REVISIONS TO OPSD 3340.102 November 2006 DECK, DRAINS, WITH SLOPED DOWNSPOUT • Square type drain deleted. • Section A-A galvanizing labels removed. • Drain detail retitled. • Notes 2, 3, and 4 deleted. • Notes 1 and C revised. SUMMARY OF REVISIONS TO OPSD 3340.150 November 2006 DECK, DRAINS, WITH TRANSVERSE BAR OPENINGS • Square type drain deleted. • Notes 2, 3, and 4 deleted. • Notes 1 and B revised. SUMMARY OF REVISIONS TO OPSD 3340.153 November 2006 DECK, DRAINS, MEDIAN WITH TRANSVERSE BAR OPENINGS • Square type drain deleted. • Section B-B galvanizing label removed. • Notes 2, 3, and 4 deleted. • Notes 1 and B revised.


REVISION INFORMATION SHEET ONTARIO PROVINCIAL … · interim, an email will be sent to OPS users...

Documents

Transcript of REVISION INFORMATION SHEET ONTARIO PROVINCIAL … · interim, an email will be sent to OPS users...