REVISION INFORMATION SHEET ONTARIO …...Ontario Provincial Standards 301 St. Paul St., 2nd Floor...

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

St. Catharines, ON L2R 7R4

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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 #52 NOVEMBER 2005 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for use of Ontario Provincial Standards; therefore, manual holders are cautioned about immediately discarding superseded and cancelled drawings. NEW METHOD FOR PUBLISHING ONTARIO PROVINCIAL STANDARDS With this publication of the Ontario Provincial Standards comes a new method of publishing the standards, both specifications and drawings. Now the Ontario Provincial Standards are available online with free access on the Ontario Ministry of Transportation (MTO) Library site at: <https://www.raqsa.mto.gov.on.ca/techpubs/ops.nsf/OPSHomepage>. At this URL, you will find the latest versions of the published standards, archives of the previously published standards, Revision Information Sheets for currently and previously published standards, indexes for each OPS volume, and OPS User Notes. Hard-copy paper versions of the standards are available through Publications Ontario and may be ordered online for a nominal fee at: <http://pubont.stores.gov.on.ca/pool/english/catalogue.asp>. At this URL, you can type “Ontario Provincial Standards” 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. Hard-copy versions of OPS Volumes 1 to 3 are sold as an item, and OPS Volume 4 is sold separately. Planned for December release will be OPS Volumes 1 to 4 in PDF format on CD and OPS Volumes 3 and 4 in AutoCAD format on a separate CD. Most revisions to the Ontario Provincial Standards are published at the end of November each year. There may also be a limited publishing at the end of April each year for issuing OPSS 127, Schedule Of Rental Rates For Construction Equipment, Including Model And Specification Reference; correcting errors in recently published standards; and issuing time-sensitive revised standards. The Ontario Provincial Standards for Roads and Public Works organization is working with Publications Ontario to develop a system of notifying OPS users, regardless of the source from which they purchased their hard-copy standard volumes. Every effort is being made to ensure a smooth transition from one publisher to the next so OPS users are made aware of revisions to the standards as they are published. It is our intention to keep OPS users informed of available updates to the standards.

Rev. Info Sheet - OPS Volume 3: Rev. Number 52 (Date: 11/2005)

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

http://pubont.stores.gov.on.ca/pool/english/catalogue.asp

IMPORTANT NOTICE TO OPS USERS - REVISED STRUCTURES SERIES OPS DRAWING NUMBERS As part of the Ontario Provincial Standards publication package, the entire 3000 and 4000 Series Ontario Provincial Standard Drawings (OPSD) in OPS Volume 3 have been renumbered and given new titles. All structures series OPS drawings are now in the 3000 Series, as the drawings were renumbered into one series, deleting the 4000 Series. In general, the intent and content of most of these drawings has not been revised. Some of the drawings were reviewed in depth and revised, while the majority was given only a cursory review, as they will be reviewed in greater detail in the future. The purpose of the cursory reviews was to ensure there were not any major concerns with the technical information shown on the drawings. The details of the extent of the review for each drawing are shown in these Revision Information Sheets. The renumbering process was initiated because the structures series OPS drawings was not user friendly, and the existing numbers did not allow for the systematic addition of new drawings. Users had to search for associated structural components throughout the two series. It became apparent early in the process that new titles for the drawings would be necessary for the new numbering system to be effective. The numbering system first categorizes the drawings, secondly divides the drawings into types and subtypes, and finally separates them by the detail being illustrated. The title and number of a drawing coincide; for example, OPSD 3121.150, Walls, Retaining, Backfill, Minimum Granular Requirement. Breaking this number down into its components reflects the title:

Type: Retaining

Detail: Minimum Granular RequirementSeries: Structures

Category:Walls

3 1 2 . 1501

Subtype: Backfill

This numbering structure has been applied to all of the structures series drawings and provides a guide to OPS Structures Committee for adding new drawings and to users for locating a particular drawing, once they are familiar with the structure. When appropriate, the components of the drawing number are included in the drawing title, as shown above. With these Revision Information Sheets are two cross-reference tables to assist users during their transition from the previous numbers and titles to the new drawing numbering system. Table 1 lists the drawings in order of their previous number and title with a cross-reference to the new number and title. Table 2 lists the drawings in order of the new number and title with a cross-reference to the previous number and title. Therefore, if you know the previous number and wish to reference the new drawing, use Table 1. If you know the new number and wish to review the previous drawing, use Table 2. Depending on how a roads and public works owner (Owner) implements revised and new standards, consideration may be given by the Owner to include the Structures Series OPS Drawings Cross-Reference tables as part of the Contract Documents, along with a Special Provision to inform individuals that changes in the drawing numbers have occurred. The Special Provision should direct individuals to the cross-reference tables. For example, "References in the Contract Documents to 3000 and 4000 Series OPSD numbers dated before November 2005, shall be deemed as referencing the new 3000 Series OPSD numbers dated November 2005, as detailed in the Structures Series OPS Drawings Cross-Reference Tables 1 and 2."

Rev. Info. Sheet - OPS Volume 3: Rev. Number 52 (Date 11/2005)

The OPS Traffic Safety Committee believes that these changes will benefit OPS users when preparing Contract Documents and when looking for a particular type of structures OPSD. 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. If your manual has a divider tab for the 4000 Series drawings, please remove it. The 4000 Series drawings have been renumbered into the 3000 Series in this revision. Standard Drawings Volume 3

Superseded/Cancelled (Remove)

Revised/New (Insert)

OPSD Revision OPSD Revision Remarks

200.010 -- 200.010 1 “EARTH/SHALE GRADING, UNDIVIDED RURAL” See Summary of Revisions

200.020 -- 200.020 1 “EARTH/SHALE GRADING, DIVIDED RURAL” See Summary of Revisions

201.010 -- 201.010 1 “ROCK GRADING, UNDIVIDED RURAL” See Summary of Revisions

201.020 -- 201.020 1 “ROCK GRADING, DIVIDED RURAL” See Summary of Revisions

202.010 -- 202.010 1 “SLOPE FLATTENING USING EXCESS MATERIAL ON EARTH OR ROCK EMBANKMENT” See Summary of Revisions

202.020 -- 202.020 1 “DRAINAGE GAP FOR SLOPE FLATTENING ON ROCK OR GRANULAR EMBANKMENT” See Summary of Revisions

202.030 3 202.030 4 “EMBANKMENT WIDENING FOR GUIDE RAIL END TREATMENTS AND TRANSITIONS” See Summary of Revisions

203.010 1 203.010 2 “EMBANKMENTS OVER SWAMP, NEW CONSTRUCTION” See Summary of Revisions

203.020 1 203.020 2 “EMBANKMENTS OVER SWAMP, EXISTING SLOPE EXCAVATED TO 1H:1V” See Summary of Revisions

203.030 1 203.030 2 “EMBANKMENTS OVER SWAMP, EXISTING SLOPES MAINTAINED” See Summary of Revisions





203.040 1 203.040 2 “EMBANKMENTS OVER SWAMP AT PIPE CULVERT ≤1500 mm” See Summary of Revisions

204.010 -- 204.010 1 “BOULDER TREATMENT, CUT SECTIONS - SUBGRADE” No changes. This drawing is reaffirmed.

205.010 -- 205.010 1 “TRANSITION TREATMENT, EARTH CUT TO EARTH FILL” See Summary of Revisions

205.020 -- 205.020 1 “TRANSITION TREATMENT, ROCK CUT TO ROCK FILL” See Summary of Revisions

205.030 -- 205.030 1 “TRANSITION TREATMENT, ROCK CUT TO EARTH FILL” See Summary of Revisions

205.040 -- 205.040 1 “TRANSITION TREATMENT, EARTH FILL TO ROCK FILL AND EARTH FILL TO GRANULAR FILL” See Summary of Revisions

205.050 -- 205.050 1 “TRANSITION TREATMENT, ROCK CUT TO EARTH CUT” See Summary of Revisions

205.060 -- 205.060 1 “FROST HEAVE TREATMENT” See Summary of Revisions

-- -- 206.050 0 New Drawing “SUBDRAIN PIPE CONNECTION AND OUTLET DETAILS, RURAL”

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

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

207.030 -- 207.030 1 “CONCRETE AND COMPOSITE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, URBAN SECTION” See Summary of Revisions

207.044 1 207.044 2 “SUBDRAIN PIPE CONNECTIONS AND OUTLETS FOR OPEN GRADED DRAINAGE LAYER” See Summary of Revisions

216.021 0 216.021 1 “SUBDRAIN PIPE CONNECTION AND OUTLET DETAILS, URBAN” See Summary of Revisions

301.010 -- 301.010 1 “RURAL ENTRANCES TO ROADS ON FILL” See Summary of Revisions

301.020 -- 301.020 1 “RURAL ENTRANCES TO ROADS IN EARTH CUT WITH CULVERT INSTALLATION” See Summary of Revisions

301.030 -- 301.030 1 “RURAL ENTRANCE, ROCK CUT” See Summary of Revisions





310.010 -- 310.010 1 “CONCRETE SIDEWALK” See Summary of Revisions

310.020 -- 310.020 1 “CONCRETE SIDEWALK ADJACENT TO CURB AND GUTTER” Existing Note 1 rewritten. New Note A. Other notes reordered.

310.040 -- 310.040 1 “UTILITY ISOLATION IN CONCRETE SIDEWALKS” Title revised. New Note A added. Other note reordered.

310.050 -- 310.050 1 “CONCRETE SIDEWALK DRIVEWAY ENTRANCE DETAILS” See Summary of Revisions

310.060 -- 310.060 1 “CONCRETE PEDESTRIAN CROSSOVER AT SIGNALIZED INTERSECTIONS” See Summary of Revisions

352.01 -- -- -- Cancelled “ROAD ACCESS DETAILS FOR RESIDENTIAL DEVELOPMENTS” The drawing represents road access details for private roadways, not provincial roadways.

352.02 -- -- -- Cancelled “ENTRANCE DETAILS FOR RESIDENTIAL DEVELOPMENTS” The drawing represents entrance details for private roadways, not provincial roadways.

503.01 1 503.010 0 “CONCRETE RIPPLE STRIP” Detail A has been added for clarity. The drawing has been renumbered.

504.01 1 504.010 0 “RAISED TRAFFIC ISLAND” The drawing has been renumbered and reaffirmed.

514.01 1 514.010 0 “EXTRUDED EXPANDED POLYSTYRENE FROST HEAVE TREATMENT, 25 mm THICKNESS” See Summary of Revisions

514.02 1 514.020 0 “EXTRUDED EXPANDED POLYSTYRENE FROST HEAVE TREATMENT, 40 mm THICKNESS” See Summary of Revisions

701.100 -- 701.100 1 “FROST STRAP INSTALLATION” See Summary of Revisions

802.010 -- 802.010 1 “FLEXIBLE PIPE EMBEDMENT AND BACKFILL, EARTH EXCAVATION” See Summary of Revisions

802.013 -- 802.013 1 “FLEXIBLE PIPE EMBEDMENT AND BACKFILL, ROCK EXCAVATION” See Summary of Revisions

802.014 -- 802.014 1 “FLEXIBLE PIPE EMBEDMENT IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK” See Summary of Revisions





802.020 -- 802.020 1 “FLEXIBLE PIPE ARCH EMBEDMENT AND BACKFILL, EARTH EXCAVATION” See Summary of Revisions

802.023 -- 802.023 1 “FLEXIBLE PIPE ARCH EMBEDMENT AND BACKFILL, ROCK EXCAVATION” See Summary of Revisions

802.024 -- 802.024 1 “FLEXIBLE PIPE ARCH EMBEDMENT IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK” See Summary of Revisions

802.030 -- 802.030 1 “RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 1 OR 2 SOIL - EARTH EXCAVATION” See Summary of Revisions

802.031 -- 802.031 1 RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 3 SOIL - EARTH EXCAVATION” See Summary of Revisions

802.032 -- 802.032 1 “RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 4 SOIL - EARTH EXCAVATION” See Summary of Revisions

802.033 -- 802.033 1 “RIGID PIPE BEDDING, COVER, AND BACKFILL, ROCK EXCAVATION” See Summary of Revisions

802.034 -- 802.034 1 “RIGID PIPE BEDDING AND COVER IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK” See Summary of Revisions

802.050 -- 802.050 1 “HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 1 OR 2 SOIL - EARTH EXCAVATION” See Summary of Revisions

802.051 -- 802.051 1 “HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 3 SOIL - EARTH EXCAVATION” See Summary of Revisions

802.052 -- 802.052 1 “HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 4 SOIL - EARTH EXCAVATION” See Summary of Revisions

802.053 -- 802.053 1 “HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, ROCK EXCAVATION” See Summary of Revisions

802.054 -- 802.054 1 “HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING AND COVER IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK” See Summary of Revisions





803.030 -- 803.030 1 “FROST TREATMENT - PIPE CULVERTS, FROST PENETRATION LINE BELOW BEDDING GRADE” See Summary of Revisions

803.031 1 803.031 2 “FROST TREATMENT - PIPE CULVERTS, FROST PENETRATION LINE BETWEEN TOP OF PIPE AND BEDDING GRADE” See Summary of Revisions

807.04 -- 807.040 0 “HEIGHT OF FILL TABLE, NON-REINFORCED CONCRETE PIPE CLASS 3” See Summary of Revisions

807.05 -- 807.050 0 “HEIGHT OF FILL TABLE, HORIZONTAL ELLIPTICAL CONCRETE PIPE CLASS HE-A, HE-I, HE-II, HE-III, AND HE-IV” See Summary of Revisions

808.010 -- -- -- Cancelled “PIPE PROTECTION AGAINST HEAVY CONSTRUCTION EQUIPMENT” This drawing has been cancelled because pipe protection against heavy construction equipment is the responsibility of the Contractor and the drawing currently has limited benefit to the Owner or the Contractor.

912.430 1 912.430 2 “GUIDE RAIL SYSTEM, STEEL BEAM, STRUCTURE CONNECTION” Reference OPSD 4010.000 renumbered to 3419.100.

922.632 0 -- -- “ENERGY ATTENUATOR, END TREATMENT, GUIDE RAIL ENERGY ABSORBING TERMINAL, INSTALLATION - TEMPORARY, UNIDIRECTIONAL” Superseded by 923.430.

922.633 0 -- -- “ENERGY ATTENUATOR, END TREATMENT, GUIDE RAIL ENERGY ABSORBING TERMINAL, INSTALLATION - TEMPORARY SYSTEM, BIDIRECTIONAL” Superseded by 923.431.

-- -- 923.001 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, QUADGUARD, TRACC, AND TAU II SYSTEMS, COMPONENT - REINFORCED CONCRETE PAD”

-- -- 923.002 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, COMPONENT - ANCHOR ASSEMBLY”

-- -- 923.180 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, QUADGUARD SYSTEM, INSTALLATION - TEMPORARY, UNIDIRECTIONAL”





-- -- 923.181 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, QUADGUARD SYSTEM, INSTALLATION - TEMPORARY, BIDIRECTIONAL”

-- -- 923.182 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, QUADGUARD SYSTEM, INSTALLATION - PERMANENT, UNIDIRECTIONAL”

-- -- 923.183 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, QUADGUARD SYSTEM, INSTALLATION - PERMANENT, BIDIRECTIONAL”

-- -- 923.280 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, TRACC SYSTEM, INSTALLATION - TEMPORARY, UNIDIRECTIONAL”

-- -- 923.281 0 New Drawing ENERGY ATTENUATOR, CRASH CUSHION, TRACC SYSTEM, INSTALLATION - TEMPORARY, BIDIRECTIONAL”

-- -- 923.282 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, TRACC SYSTEM, INSTALLATION - PERMANENT, UNIDIRECTIONAL”

-- -- 923.283 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, TRACC SYSTEM, INSTALLATION - PERMANENT, BIDIRECTIONAL”

-- -- 923.351 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, TAU II SYSTEM, INSTALLATION - PERMANENT, COMPONENT - CONCRETE RETROFIT BLOCK”

-- -- 923.380 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, TAU II SYSTEM, INSTALLATION - TEMPORARY, UNIDIRECTIONAL”

-- -- 923.381 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, TAU II SYSTEM, INSTALLATION - TEMPORARY, BIDIRECTIONAL”

-- -- 923.382 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSION, TAU II SYSTEM, INSTALLATION - PERMANENT, UNIDIRECTIONAL”

-- -- 923.383 0 New Drawing “ENERGY ATTENUATOR, CRASH CUSHION, TAU II SYSTEM, INSTALLATION - PERMANENT, BIDIRECTIONAL”





-- -- 923.430 0 “ENERGY ATTENUATOR, CRASH CUSHION, GUIDE RAIL ENERGY ABSORBING TERMINAL, INSTALLATION - TEMPORARY, UNIDIRECTIONAL” Supersedes 922.632. See Summary of Revisions

-- -- 923.431 0 “ENERGY ATTENUATOR, CRASH CUSHION, GUIDE RAIL ENERGY ABSORBING TERMINAL, INSTALLATION - TEMPORARY, BIDIRECTIONAL” Supersedes 922.633. See Summary of Revisions

972.101 0 972.101 1 “FENCE, CHAIN-LINK, COMPONENT - BARBED WIRE” See Summary of Revisions

972.102 0 972.102 1 “FENCE, CHAIN-LINK, COMPONENT - GATE” See Summary of Revisions

972.130 0 972.130 1 “FENCE, CHAIN-LINK, INSTALLATION - ROADWAY” See Summary of Revisions

972.131 0 972.131 1 “FENCE, CHAIN-LINK, INSTALLATION - CONCRETE BARRIER” See Summary of Revisions

1003.010 -- 1003.010 1 “CAST-IN-PLACE MAINTENACE HOLE DROP STRUCTURE TEE” See Summary of Revisions

1003.020 -- 1003.020 1 “CAST-IN-PLACE MAINTENANCE HOLE DROP STRUCTURE WYE” See Summary of Revisions

1006.010 -- 1006.010 1 “SEWER SERVICE CONNECTIONS FOR RIGID MAIN PIPE SEWER” See Summary of Revisions

1006.020 -- 1006.020 1 “SEWER SERVICE CONNECTIONS FOR FLEXIBLE MAIN PIPE SEWER” See Summary of Revisions

3000.100 0 3000.100 1 “FOUNDATION, PILES, STEEL H-PILE DRIVING SHOE” Drawing title revised. Cursory review only.

-- -- 3000.150 0 “FOUNDATION, PILES, STEEL H-PILE SPLICE” Supersedes 3000.200. Title and number have been revised. Cursory review only.

3000.200 0 -- -- “FOUNDATION, PILES, STEEL H-PILE SPLICE, DETAILS” Superseded by 3000.150.

-- -- 3000.201 0 “FOUNDATION, PILES, STEEL, HP 310 OSLO POINT” Supersedes 3304.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3001.100 0 New Drawing “FOUNDATION, PILES, STEEL TUBE PILES, DRIVING SHOE” Supersedes 3302.000.





-- -- 3001.150 0 New Drawing “FOUNDATION, PILES, STEEL TUBE PILES, SPLICE” Supersedes 3302.000.

-- -- 3002.200 0 “FOUNDATION, PILES, STEEL SHEET PILES, ANCHORAGE” Supersedes 3320.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3003.100 0 New Drawing “FOUNDATION, PILES, WOOD, DRIVING SHOE” Supersedes 3303.000.

-- -- 3003.150 0 New Drawing “FOUNDATION, PILES, WOOD, PILE HEAD PROTECTION” Supersedes 3303.000.

-- -- 3090.100 0 “FOUNDATION, FROST DEPTHS FOR NORTHERN ONTARIO” Supersedes 3400.010. Title and number have been revised. Cursory review only.

-- -- 3090.101 0 “FOUNDATION, FROST DEPTHS FOR SOUTHERN ONTARIO” Supersedes 3400.011. Title and number have been revised. Cursory review only.

-- -- 3101.150 0 “WALLS, ABUTMENT, BACKFILL, MINIMUM GRANULAR REQUIREMENT” Supersedes 3501.000. Title and number have been revised. Cursory review only.

-- -- 3101.200 0 “WALLS, ABUTMENT, BACKFILL, ROCK” Supersedes 3505.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3102.100 0 “WALLS, ABUTMENT, BACKFILL DRAIN” Supersedes 3515.000. Title and number have been revised. Cursory review only. Drawing reformatted.

3120.100 0 3120.100 1 “WALLS, RETAINING, CONCRETE TOE WALL” Title revised. Reference updated. Cursory review only.

-- -- 3121.150 0 “WALLS, RETAINING, BACKFILL, MINIMUM GRANULAR REQUIREMENT” Supersedes 3504.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3190.100 0 “WALLS, RETAINING AND ABUTMENT, WALL DRAIN” Supersedes 3506.000. Title and number have been revised. Cursory review only. Drawing reformatted.





-- -- 3290.100 0 “PIERS, CUTWATER ASSEMBLY” Supersedes 3601.00. Title and number have been revised. Cursory review only. Drawing reformatted.

3302.000 0 -- -- “SPLICE AND DRIVING SHOE DETAILS FOR STEEL TUBE PILES” Superseded by 3001.100 and 3001.150.

3303.000 1 -- -- “DETAILS OF DRIVING SHOE AND PILE HEAD PROTECTION FOR WOOD PILES” Superseded by 3003.100 and 3003.150.

3304.000 0 -- -- “OSLO POINTS FOR HP310 H-PILES” Superseded by 3000.201.

-- -- 3310.100 0 “DECK, GIRDERS, CONCRETE, METHOD OF OBTAINING SCREED ELEVATIONS” Supersedes 3930.010. Title and number have been revised. Cursory review only.

-- -- 3310.150 0 “DECK, GIRDERS, CONCRETE, POSITIVE MOMENT CONNECTION AT PIERS” Supersedes 3701.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3311.100 0 “DECK, GIRDERS, STEEL, METHOD OF OBTAINING SCREED ELEVATIONS” Supersedes 3930.000. Title and number have been revised. Cursory review only.

-- -- 3311.900 0 “DECK, GIRDERS, STEEL BOX, ACCESS HATCH” Supersedes 3810.000. Title and number have been revised. Cursory review only. Drawing reformatted.

3320.000 1 -- -- “STEEL SHEET PILES ANCHORAGE DETAILS” Superseded by 3002.200.

-- -- 3329.100 0 “DECK, REINFORCEMENT, SUPPORTS FOR REINFORCING STEEL FOR SLAB DEPTHS 300 mm OR LESS” Supersedes 3922.010. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3329.101 0 “DECK, REINFORCEMENT, SUPPORTS FOR REINFORCING STEEL FOR SLAB DEPTHS GREATER THAN 300 mm” Supersedes 3922.000. Title and number have been revised. Cursory review only.

-- -- 3332.100 0 “DECK, ROUND VOIDS, FORM SUPPORTS AND TIE-DOWNS” Supersedes 3920.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3333.100 0 “DECK, ROUND VOIDS, DRAINS” Supersedes 3921.000. Title and number have been revised. Cursory review only.





-- -- 3333.101 0 “DECK, TRAPEZOID VOIDS, DRAINS” Supersedes 3921.010. Title and number have been revised. Cursory review only.

-- -- 3339.100 0 “DECK, VOIDS, ACCESS HATCH FOR CONCRETE BRIDGES, ASSEMBLY” Supersedes 4625.010. Title and number have been revised. Cursory review only.

-- -- 3339.101 0 “DECK, VOIDS, ACCESS HATCH FOR CONCRETE BRIDGES, INSTALLATION” Supersedes 4625.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3340.100 0 “DECK, DRAINS, WITH DOWNSPOUT” Supersedes 3902.01. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3340.102 0 “DECK, DRAINS. WITH SLOPED DOWNSPOUT” Supersedes 3902.04. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3340.150 0 “DECK, DRAINS, WITH TRANSVERSE BAR OPENINGS” Supersedes 3902.020. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3340.151 0 “DECK, DRAINS, WITH LONGITUDINAL BAR OPENINGS” Supersedes 3902.030. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3340.153 0 “DECK, DRAINS, MEDIAN WITH TRANSVERSE BAR OPENINGS” Supersedes 3902.05. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3340.154 0 “DECK, DRAINS, MEDIAN WITH LONGITUDINAL BAR OPENINGS” Supersedes 3902.06. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3340.200 0 “DECK, DRAINS WITH DOWNSPOUT, MODIFICATION FOR ADDITION OF ASPHALT TO EXISTING STRUCTURE” Supersedes 3901.01. Title and number have been revised. Cursory review only.

-- -- 3340.201 0 “DECK, DRAINS WITH SLOPED DOWNSPOUT, MODIFICATION FOR ADDITION OF ASPHALT TO EXISTING STRUCTURE” Supersedes 3901.03. Title and number have been revised. Cursory review only. Drawing reformatted.





-- -- 3340.250 0 “DECK, DRAINS WITH TRANSVERSE OR LONGITUDINAL BAR OPENINGS, MODIFICATION FOR ADDITION OF ASPHALT TO EXISTING STRUCTURE” Supersedes 3901.02. Title and number have been revised. Cursory review only.

-- -- 3349.100 0 “DECK, DRAINS, DRAINAGE OF NEW DECK BELOW ASPHALT WEARING SURFACE” Supersedes 3950.00. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3349.101 0 “DECK, DRAINS, DRAINAGE OF EXISTING DECK BELOW ASPHALT WEARING SURFACE” Supersedes 3951.00. Title and number have been revised. Cursory review only.

-- -- 3360.100 0 “DECK, LIGHT POLE BASES, STRUCTURES WITH BARRIER WALLS” Supersedes 3912.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3360.200 0 “DECK, LIGHT POLE BASES, STRUCTURES WITH PARAPET WALLS” Supersedes 3911.000. Title and number have been revised. Cursory review only. Drawing reformatted.

3370.100 0 3370.100 1 “DECK, WATERPROOFING, HOT APPLIED ASPHALT MEMBRANE WITH PROTECTION BOARD” Title revised. Cursory review only.

3370.101 0 3370.101 1 “DECK, WATERPROOFING, HOT APPLIED ASPHALT MEMBRANE AT ACTIVE CRACKS GREATER THAN 2 mm WIDE AND CONSTRUCTION JOINTS” No changes. Cursory review only. This drawing is reaffirmed.

-- -- 3390.100 0 “DECK, DRIP CHANNEL” Supersedes 3904.040. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3390.150 0 “FALSEWORK CLEARANCE TO TRAFFIC LANES” Supersedes 4602.000. Title and number have been revised. Cursory review only.

3400.010 0 -- -- “CONTOURS OF FROST DEPTHS FOR NORTHERN ONTARIO” Superseded by 3090.100.

3400.011 0 -- -- “CONTOURS OF FROST DEPTHS FOR SOUTHERN ONTARIO” Superseded by 3090.101.





-- -- 3419.100 0 “BARRIERS AND RAILINGS, STEEL, GUIDE RAIL AND CHANNEL ANCHORAGE” Supersedes 4010.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3419.150 0 “BARRIERS AND RAILINGS, STEEL, SINGLE RAILING ANCHORAGE” Supersedes 4019.000. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3419.155 0 “BARRIERS AND RAILINGS, STEEL, DOUBLE RAILING ANCHORAGE” Supersedes 4012.000. Title and number have been revised. Cursory review only. Drawing reformatted.

3501.000 -- -- -- “MINIMUM GRANULAR BACKFILL REQUIREMENTS, ABUTMENTS” Superseded by 3101.150.

3504.000 -- -- -- “MINIMUM GRANULAR BACKFILL REQUIREMENTS, RETAINING WALLS” Superseded by 3121.150.

3505.000 1 -- -- “ROCK BACKFILL REQUIREMENTS, ABUTMENTS” Superseded by 3101.200.

3506.000 -- -- -- “RETAINING WALL AND ABUTMENT WALL DRAIN DETAIL” Superseded by 3190.100.

3515.000 -- -- -- “WINGWALL SLEEVE DETAILS FOR PERFORATED DRAIN” Superseded by 3102.100.

3601.00 -- -- -- “CUTWATER DETAILS” Superseded by 3290.100.

3701.000 1 -- -- “POSITIVE MOMENT CONNECTION AT PIERS CPCI 900, 1200, 1400, 1500, 1600, 1900, 2300” Superseded by 3310.150.

3810.000 -- -- -- “ACCESS HATCH FOR STRUCTURAL STEEL BOX GIRDER” Superseded by 3311.900.

-- -- 3900.100 0 “UTILITIES, DUCT LOCATION” Supersedes 4612.000. Title and number have been revised. Cursory review only.

-- -- 3900.150 0 “UTILITIES, DUCT TERMINATION AT BRIDGE APPROACHES” Supersedes 4619.000. Title and number have been revised. Cursory review only.

3901.01 -- -- -- “MODIFICATION OF ROUND, VERTICAL DECK DRAIN FOR ADDITION OF ASPHALT TO EXISTING STRUCTURES” Superseded by 3340.200.





3901.02 -- -- -- “MODIFICATION OF SCUPPER DECK DRAIN FOR ADDITION OF ASPHALT TO EXISTING STRUCTURES” Superseded by 3340.250.

3901.03 -- -- -- “MODIFICATION OF INCLINED DECK DRAIN FOR ADDITION OF ASPHALT TO EXISTING STRUCTURES” Superseded by 3340.201.

3902.01 -- -- -- “DECK DRAIN DETAILS - DOWNSPOUT WITHOUT CATCH BASIN” Superseded by 3340.100.

3902.020 -- -- -- “DECK DRAIN DETAILS - TRANSVERSE BAR OPENING” Superseded by 3340.150.

3902.030 -- -- -- “DECK DRAIN DETAILS - LONGITUDINAL BAR OPENING” Superseded by 3340.151.

3902.04 -- -- -- “DECK DRAIN DETAILS - SLOPED DOWNSPOUT WITHOUT CATCH BASIN” Superseded by 3340.102.

3902.05 -- -- -- “MEDIAN DECK DRAIN DETAILS - TRANSVERSE BAR OPENING” Superseded by 3340.153.

3902.06 -- -- -- “MEDIAN DECK DRAIN DETAILS - LONGITUDINAL BAR OPENING” Superseded by 3340.154.

3904.040 -- -- -- “DRIP DETAIL” Superseded by 3390.100.

3911.000 -- -- -- “LIGHTING POLE BASE DETAILS FOR STRUCTURES WITH PARAPET WALLS” Superseded by 3360.200.

3912.000 -- -- -- “LIGHTING POLE BASE DETAILS FOR STRUCTURES WITH CONCRETE BARRIER WALLS” Superseded by 3360.100.

3920.000 1 -- -- “SUPPORT AND TIE DOWN FOR ROUND VOID FORMS” Superseded by 3332.100.

3921.000 0 -- -- “DRAINAGE OUTLETS IN ROUND VOID FORMS” Superseded by 3333.100.

3921.010 0 -- -- “DRAINAGE OUTLETS IN TRAPEZOIDAL VOID” Superseded by 3333.101.

3922.000 1 -- -- “SUPPORTS FOR REINFORCING STEEL FOR SLAB DEPTH GREATER THAN 300 mm” Superseded by 3329.101.

3922.010 0 -- -- “SUPPORTS FOR REINFORCING STEEL FOR SLAB DEPTH 300 mm OR LESS” Superseded by 3329.100.





3930.000 0 -- -- “METHOD OF OBTAINING SCREED ELEVATIONS FOR STEEL GIRDERS” Superseded by 3311.100.

3930.010 0 -- -- “METHOD OF OBTAINING SCREED ELEVATIONS FOR PRECAST CONCRETE GIRDERS” Superseded by 3310.100.

-- -- 3940.150 0 “FIGURES IN CONCRETE, WARNING MESSAGE, LAYOUT” Supersedes 4040.05. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3940.151 0 “FIGURES IN CONCRETE, WARNING MESSAGE, LETTERS” Supersedes 4040.06. Title and number have been revised. Cursory review only. Drawing reformatted.

-- -- 3941.200 0 “FIGURES IN CONCRETE, SITE NUMBER AND DATE, LAYOUT” Supersedes 4601.000. Title and number have been revised. Cursory review only. Drawing reformatted.

3950.00 -- -- -- “DRAINAGE OF ASPHALT WEARING SURFACE ON NEW DECKS” Superseded by 3349.100.

-- -- 3950.100 0 “JOINTS, CONCRETE EXPANSION AND CONSTRUCTION, ON STRUCTURE” Supersedes 4670.000. Title and number have been revised. Cursory review only.

3951.00 -- -- -- “DRAINAGE OF ASPHALT WEARING SURFACE ON EXISTING DECKS” Superseded by 3349.101.

4010.000 0 -- -- “GUIDE RAIL AND CHANNEL ANCHORAGE” Superseded by 3419.100.

4012.000 -- -- -- “DOUBLE RAIL ANCHORAGE INSERTS” Superseded by 3419.155.

4019.000 -- -- -- “SINGLE RAIL ANCHORAGE INSERTS” Superseded by 3419.150.

4040.05 -- -- -- “CULVERTS, WARNING MESSAGE LAYOUT DETAILS” Superseded by 3940.150.

4040.06 -- -- -- “CULVERTS, WARNING MESSAGE LETTERING DETAILS” Superseded by 3940.151.

4601.000 -- -- -- “LOCATION OF SITE NUMBER AND DATE FIGURES” Superseded by 3941.200.

4602.000 -- -- -- “FALSEWORK CLEARANCES” Superseded by 3390.150.

4612.000 1 -- -- “DUCT LOCATION FOR UTILITIES” Superseded by 3900.100.





4619.000 1 -- -- “UTILITY DUCT TERMINATION AT BRIDGE APPROACHES” Superseded by 3900.150.

4625.000 1 -- -- “ACCESS HATCH INSTALLATION FOR CONCRETE BRIDGES” Superseded by 3339.101.

4625.010 1 -- -- “ACCESS HATCH FOR CONCRETE BRIDGES” Superseded by 3339.100.

4670.000 1 -- -- “CONSTRUCTION AND EXPANSION JOINT IN CONCRETE” Superseded by 3950.100.


SUMMARY OF REVISIONS TO OPSD 200.010 November 2005 EARTH/SHALE GRADING, UNDIVIDED RURAL • Notes 1 and 2 rewritten. • Note 4 deleted. • 250 mm min ditch depth deleted in Tangent Section. • 4.5 m min dimension from edge of subgrade to toe of slope deleted in Tangent Section. • Label “Guide rail when specified” added to Fill Sections. SUMMARY OF REVISIONS TO OPSD 200.020 November 2005 EARTH/SHALE GRADING, DIVIDED RURAL • Notes 1 and 2 rewritten. • Ditch depth dimension “250 mm min” deleted in Tangent Sections. • Dimension “6.0 m min” from toe of slope to ROW limit deleted in Tangent Sections. • Label “Guide rail when specified” added to Fill Section. • Ditch location in median revised from “Half width of median” to “Half width of median or 15 m max”. • Dimension “8.5 m max for 4:1 slope” from rounding breakpoint to toe of slope on fill section deleted. • Label for centerline of median revised to centerline of ditch. SUMMARY OF REVISIONS TO OPSD 201.010 November 2005 ROCK GRADING, UNDIVIDED RURAL • Title revised. • Slope flattening added. • Earth ditch depth dimension “250 mm” deleted in Tangent Sections. • Rock ditch depth dimension “250 mm” revised to “250 mm min.” • Dimension “4.5 m min” from top of cut to ROW limit deleted in Cut Section. • Dimension “4.5 m min” from toe of slope to ROW limit deleted in Fill Section. • Label “Guide rail when specified” added to Fill Section. • Existing Notes 2 and 3 deleted. Note 2 added. Other notes reordered.


SUMMARY OF REVISIONS TO OPSD 201.020 November 2005 ROCK GRADING, DIVIDED RURAL • Title revised. • Earth ditch depth dimension “250 mm” deleted in Tangent Sections. • Dimension “4.5 m min” from top of cut to ROW limit deleted in Cut Section. • Dimension “4.5 m min” from toe of slope to ROW limit deleted in Fill Section. • Label “Guide rail when specified” added to Fill Section. • Ditch location in median revised from “Half width of median” to “Half width of median or 15 m max.” • Dimension “8.5 m max for 4:1 slope” from rounding breakpoint to toe of slope on fill section deleted. • Label for centreline of median revised to centreline of ditch. • Existing Notes 2 and 3 deleted. Other notes reordered. SUMMARY OF REVISIONS TO OPSD 202.010 November 2005 SLOPE FLATTENING USING EXCESS MATERIAL ON EARTH OR ROCK EMBANKMENT • Title revised. • Note 1 rewritten. • Existing Note B deleted. Other notes reordered. • Existing Note C rewritten. SUMMARY OF REVISIONS TO OPSD 202.020 November 2005 DRAINAGE GAP FOR SLOPE FLATTENING ON ROCK OR GRANULAR EMBANKMENT • “Fill material” changed to “embankment material” in Note 1. • “Permeable material” changed to “granular material” in Note 2. • References to varying slope in changed to “Slope as specified” in both views.


SUMMARY OF REVISIONS TO OPSD 202.030 November 2005 EMBANKMENT WIDENING FOR GUIDE RAIL END TREATMENTS AND TRANSITIONS • “Granular” label in Section A-A revised to “Granular subbase and base material”. • Subgrade slope added in Section A-A. • Guide rail end treatment in Section A-A redrawn. SUMMARY OF REVISIONS TO OPSD 203.010 November 2005 EMBANKMENTS OVER SWAMP, NEW CONSTRUCTION • Label for limits of excavation added. • Embankment material slope requirements added for sub-excavation. • Label “Firm bottom or as specified” changed to “Depth as specified.” • Label “Slope varies, natural angle of repose determined by material” changed to “Temporary slope

varies.” • The meaning of the symbol for “Excavate and backfill” changed to “Excavate and backfill as specified.” • Label “Variable slope flattening, Typ” changed to “Slope flattening as specified.” • Note A rewritten for clarity. SUMMARY OF REVISIONS TO OPSD 203.020 November 2005 EMBANKMENTS OVER SWAMP, EXISTING SLOPE EXCAVATED TO 1H:1V • Label for limits of excavation added. • Embankment material slope requirements added for sub-excavation. • Label “Firm bottom or as specified” changed to “Depth as specified.” • Label “Slope varies, natural angle of repose determined by material” changed to “Temporary slope

varies.” • The meaning of the symbol for “Excavate and backfill” changed to “Excavate and backfill as specified.” • Label “Variable slope flattening, Typ” changed to “Slope flattening as specified.” • Note A rewritten for clarity.


SUMMARY OF REVISIONS TO OPSD 203.030 November 2005 EMBANKMENTS OVER SWAMP, EXISTING SLOPES MAINTAINED • Label for limits of excavation added. • Embankment material slope requirements added for sub-excavation. • Label “Firm bottom or as specified” changed to “Depth as specified.” • Label “Slope varies, natural angle of repose determined by material” changed to “Temporary slope

varies.” • The meaning of the symbol for “Excavate and backfill” changed to “Excavate and backfill as specified.” • Label “Variable slope flattening, Typ” changed to “Slope flattening as specified.” • Note A rewritten for clarity. SUMMARY OF REVISIONS TO OPSD 203.040 November 2005 EMBANKMENTS OVER SWAMP AT PIPE CULVERT ≤1500 mm • Label for limits of excavation shown. • Embankment material slope requirements added for sub-excavation. • Label “Firm bottom or as specified” changed to “Depth as specified.” • Label “Slope varies, natural angle of repose determined by material” changed to “Temporary slope

varies.” • The meaning of the symbol for “Excavate and backfill” changed to “Excavate and backfill as specified.” • Extension of embankment beyond the end of the culvert revised. • Note 1 rewritten. • Note A rewritten for clarity. SUMMARY OF REVISIONS TO OPSD 205.010 November 2005 TRANSITION TREATMENT, EARTH CUT TO EARTH FILL • “Ground level differences” changed to “overburden thickness” in Note 1. • Labels added for earth fill and embankment slope. • Dashed line representing top of subbase removed on both views. • Views have been transposed.


SUMMARY OF REVISIONS TO OPSD 205.020 November 2005 TRANSITION TREATMENT, ROCK CUT TO ROCK FILL • Label d representing the depth of roadbed granular added to sections and legend. • Dashed line representing the top of subbase removed from all sections. • Views have been transposed. SUMMARY OF REVISIONS TO OPSD 205.030 November 2005 TRANSITION TREATMENT, ROCK CUT TO EARTH FILL • Dashed line representing the top of subbase has been removed from all sections. • Term base and subbase changed to roadbed granular throughout. • Profile grade labeled on Longitudinal Section - Without Overburden. • “Runout Y” added to Note 1. • Longitudinal and transverse views have been transposed. • Label “Slope to match embankment” changed to “Embankment slope” in Transverse Section A-A. • Subgrade line over rock in Transverse Section A-A relocated. SUMMARY OF REVISIONS TO OPSD 205.040 November 2005 TRANSITION TREATMENT, EARTH FILL TO ROCK FILL, AND EARTH FILL TO GRANULAR FILL • Dashed line representing the top of subbase removed from all sections. • dr in Legend revised to clarify meaning. SUMMARY OF REVISIONS TO OPSD 205.050 November 2005 TRANSITION TREATMENT, ROCK CUT TO EARTH CUT • Dashed line representing the top of subbase removed from all sections. • Views have been transposed. • “Runout Y” added to Note 1. • Value of Transition length, Y, revised. • Embankment slope on Transverse Section A-A revised. • Label de added to Transverse Section A-A.


• Label dr on Transverse Section A-A revised. • Meaning of de and dr in Legend rewritten. SUMMARY OF REVISIONS TO OPSD 205.060 November 2005 FROST HEAVE TREATMENT • Dashed line representing the top of subbase removed on Longitudinal Section and Transverse Section

with Ditch • Side slope revised in all sections. • Label for top of subbase added to Transverse Section with Subdrain view. • Note 1 rewritten. • Note 2 added. SUMMARY OF REVISIONS TO OPSD 207.010 November 2005 CONCRETE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, DIVIDED HIGHWAY • Title revised. • Notes A and B deleted. Note C moved to Legend. Other note reordered. • Note 2 rewritten. • Existing Note 3 renumbered to Note 6. Notes 3, 4, and 5 added. • Labelling of open graded drainage layer and concrete base replaced with Legend. • Longitudinal joint redrawn in all sections. • Subgrade label removed from all sections. • Passing lane partially paved should redrawn to show asphalt partially paved shoulder. Open graded

drainage layer and drainage system location adjusted accordingly. • Driving lane shoulder redrawn to show fully paved shoulder in all sections. • Shoulder slope revised to “Varies” in some instances in Superelevated Sections.


SUMMARY OF REVISIONS TO OPSD 207.020 November 2005 COMPOSITE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, DIVIDED HIGHWAY • Title revised. • Notes A and B deleted. Note C moved to Legend. Other note reordered. • Note 2 rewritten. • Existing Note 3 renumbered to Note 6. Notes 3, 4, and 5 added. • Labelling of open graded drainage layer and concrete base replaced with Legend. • Longitudinal joint redrawn in all sections. • Subgrade label removed from all sections. • Passing lane partially paved shoulder redrawn to show asphalt partially paved shoulder. Open graded

drainage layer and drainage system location adjusted accordingly. • Driving lane shoulder redrawn to show fully paved shoulder in all sections. • Shoulder slope revised to “Varies” in some instances in Superelevated Sections. SUMMARY OF REVISIONS TO OPSD 207.030 November 2005 CONCRETE AND COMPOSITE PAVEMENT ON OPEN GRADED DRAINAGE LAYER, URBAN SECTION • Existing Notes A and C deleted. • Notes 1 and B added. • Longitudinal joint at centerline redrawn in both sections. • Subdrain detail added. • Legend added. SUMMARY OF REVISIONS TO OPSD 207.044 November 2005 SUBDRAIN PIPE CONNECTIONS AND OUTLETS FOR OPEN GRADED DRAINAGE LAYER • Existing Note 1 renamed Note B and rewritten. Existing Note 2 rewritten and renamed Note 1.

Existing Note 3 deleted. Other notes reordered. • Note 3 added. • Tee Connector Detail renamed Outlet Pipe Runout Detail and redrawn. • Outlet Trench Detail renamed Single Outlet Pipe Trench Detail.


• Dual Outlet Pipe Trench Detail added. • Allowable outlet pipe diameter revised to include 150 mm. • Requirement for anchoring of geotextile deleted. • Length of outlet beyond slope revised to 300 mm. • Requirement for outlet to be CSP deleted. SUMMARY OF REVISIONS TO OPSD 216.021 November 2005 SUBDRAIN PIPE CONNECTION AND OUTLET DETAILS, URBAN • Notes 1, 3, A, C, and D rewritten. • “Subdrain Outlet to Ditch” detail deleted. • Labelling of depth of material under subdrain revised. SUMMARY OF REVISIONS TO OPSD 301.010 November 2005 RURAL ENTRANCES TO ROADS ON FILL • Note 2 rewritten. • Note 3 added. • Slope added to Section B-B. • Width of rural entrance in Section B-B revised to “5.0 m min”. • Culvert added. SUMMARY OF REVISIONS TO OPSD 301.020 November 2005 RURAL ENTRANCES TO ROADS IN EARTH CUT WITH CULVERT INSTALLATION • Note 2 rewritten. • Note 3 added. • Slope revised on Section A-A. • Slope added to Section B-B. • Extension of culvert beyond road shoulder revised to “varies”.


SUMMARY OF REVISIONS TO OPSD 301.030 November 2005 RURAL ENTRANCE, ROCK CUT • Existing Note 3 deleted. New Note 3 added. • Culvert added to Plan and Section A-A views. • Roadway side slope revised on Section B-B and alternative detail. SUMMARY OF REVISIONS TO OPSD 310.010 November 2005 CONCRETE SIDEWALK • Maximum slope deleted from Typical Section. • New Note B added. Other note reordered. SUMMARY OF REVISIONS TO OPSD 310.050 November 2005 CONCRETE SIDEWALK DRIVEWAY ENTRANCE DETAILS • Title revised. • New Note A added. Other note reordered. • Contraction joint labelled in Fully Depressed plan view. SUMMARY OF REVISIONS TO OPSD 310.060 November 2005 CONCRETE PEDESTRIAN CROSSOVER AT SIGNALIZED INTERSECTIONS • Existing Note 1 deleted. New Notes 1 and 2 added. • Expansion joint label in Section A-A rewritten. SUMMARY OF REVISIONS TO OPSD 514.010 November 2005 EXTRUDED EXPANDED POLYSTYRENE FROST HEAVE TREATMENT, 25 mm THICKNESS • Sections renamed. • References to dimension X deleted. • Excavation lines for placement of polystyrene revised in Transverse Cut Section. • Excavation lines for placement of polystyrene deleted in existing Transverse Fill Section. • References to psi units deleted.


SUMMARY OF REVISIONS TO OPSD 514.020 November 2005 EXTRUDED EXPANDED POLYSTYRENE FROST HEAVE TREATMENT, 40 mm THICKNESS • Sections renamed. • References to dimension X deleted. • Polystyrene Elevation redrawn. • Excavation lines for placement of polystyrene revised in Transverse Cut Section. • Excavation lines for placement of polystyrene deleted in existing Transverse Fill Section. • References to psi units deleted. SUMMARY OF REVISIONS TO OPSD 701.100 November 2005 FROST STRAP INSTALLATION • In Detail A, the label referencing the hole for the bolt has been rewritten. • In Detail B, the label referencing the anchor type has been rewritten and the anchor has been redrawn

to a threaded rod. SUMMARY OF REVISIONS TO OPSD 802.010 November 2005 FLEXIBLE PIPE EMBEDMENT AND BACKFILL, EARTH EXCAVATION • Existing Notes B and D have been deleted. • Existing Notes 1, A, and C have been rewritten. Other notes have been reordered. • Depth of granular below the pipe has been labeled as 150 mm minimum. SUMMARY OF REVISIONS TO OPSD 802.013 November 2005 FLEXIBLE PIPE EMBEDMENT AND BACKFILL, ROCK EXCAVATION • Existing Notes 5, B, and D have been deleted. • Existing Notes 1, 4, A, and C have been rewritten. Other notes have been reordered. • New Note 4 has been added and non-woven geotextile shown in both views. • Depth of granular below the pipe has been labeled as 150 mm minimum.


SUMMARY OF REVISIONS TO OPSD 802.014 November 2005 FLEXIBLE PIPE EMBEDMENT IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK • Existing Notes B and C have been deleted. • Existing Notes 1 and A have been rewritten. Other notes have been reordered. • New Note 3 has been added. • New view for “Pipe Embedment With Rock Fill Under and Over the Pipe” has been added. • Depth of granular below the pipe has been labelled as 150 mm minimum. SUMMARY OF REVISIONS TO OPSD 802.020 November 2005 FLEXIBLE PIPE ARCH EMBEDMENT AND BACKFILL, EARTH EXCAVATION • Existing Notes B and D have been deleted. • Existing Notes 1 and 2 have been rewritten and combined into Note 1. • Existing Notes A and C have been rewritten. Other notes have been reordered. • Depth of granular below the pipe has been labeled as 300 mm minimum. SUMMARY OF REVISIONS TO OPSD 802.023 November 2005 FLEXIBLE PIPE ARCH EMBEDMENT AND BACKFILL, ROCK EXCAVATION • Existing Notes 6, B, and D have been deleted. • Existing Notes 1 and 2 have been rewritten and combined into Note 1. • Existing Notes 5, A, and C have been rewritten. Other notes have been reordered. • New Note 4 has been added and non-woven geotextile shown in both views. • Depth of granular below the pipe has been labeled as 300 mm minimum. SUMMARY OF REVISIONS TO OPSD 802.024 November 2005 FLEXIBLE PIPE ARCH EMBEDMENT IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK • Existing Notes B and C have been deleted. • Existing Notes 1 and 2 have been rewritten and combined into Note 1. • Existing Note A has been rewritten. Other notes have been reordered.


• New Note 3 has been added. • New view for “Pipe Embedment With Rock Fill Under and Over the Pipe” has been added. • Depth of granular below the pipe has been labelled as 300 mm minimum. SUMMARY OF REVISIONS TO OPSD 802.030 November 2005 RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 1 OR 2 SOIL - EARTH EXCAVATION • Existing Note B has been deleted. • Existing Notes 2 and A have been rewritten. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 802.031 November 2005 RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 3 SOIL - EARTH EXCAVATION • Existing Note B has been deleted. • Existing Notes 2 and A have been rewritten. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 802.032 November 2005 RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 4 SOIL - EARTH EXCAVATION • Existing Note B has been deleted. • Existing Notes 2 and A have been rewritten. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 802.033 November 2005 RIGID PIPE BEDDING, COVER, AND BACKFILL, ROCK EXCAVATION • Existing Notes 6 and B have been deleted. • Existing Notes 2, 5, and A have been rewritten. Other notes have been reordered. • New Note 5 has been added. Non-woven geotextile has been shown for both views. • The titles below the views have been modified. • The “Class C Bedding” view has been modified.


SUMMARY OF REVISIONS TO OPSD 802.034 November 2005 RIGID PIPE BEDDING AND COVER IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK • Existing Note A has been deleted. • Existing Note 2 has been rewritten. Other notes have been reordered. • New Note 5 has been added. • New view for “Pipe Bedding and Cover With Rock Fill Under and Over the Pipe” has been added. SUMMARY OF REVISIONS TO OPSD 802.050 November 2005 HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 1 OR 2 SOIL - EARTH EXCAVATION • Existing Note B has been deleted. • Existing Notes 1 and A have been rewritten. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 802.051 November 2005 HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 3 SOIL - EARTH EXCAVATION • Existing Note B has been deleted. • Existing Notes 1 and A have been rewritten. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 802.052 November 2005 HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, TYPE 4 SOIL - EARTH EXCAVATION • Existing Note B has been deleted. • Existing Notes 1 and A have been rewritten. Other notes have been reordered. SUMMARY OF REVISIONS TO OPSD 802.053 November 2005 HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING, COVER, AND BACKFILL, ROCK EXCAVATION • Existing Notes 6 and B have been deleted. • Existing Notes 2, 5, and A have been rewritten. Other notes have been reordered. • New Note 5 has been added. Non-woven geotextile has been shown for both views.


SUMMARY OF REVISIONS TO OPSD 802.054 November 2005 HORIZONTAL ELLIPTICAL RIGID PIPE BEDDING AND COVER IN EMBANKMENT, ORIGINAL GROUND: EARTH OR ROCK • Existing Note A has been deleted. • Existing Note 1 has been rewritten. Other notes have been reordered. • New Note 4 has been added. • New view for “Pipe Bedding and Cover With Rock Fill Under and Over the Pipe” has been added. SUMMARY OF REVISIONS TO OPSD 803.030 November 2005 FROST TREATMENT - PIPE CULVERTS, FROST PENETRATION LINE BELOW BEDDING GRADE • Existing Notes A, C, and D have been deleted. • Existing Note 1 has been rewritten. Other notes have been reordered. • The “Earth fill” label and original ground line have been deleted. SUMMARY OF REVISIONS TO OPSD 803.031 November 2005 FROST TREATMENT - PIPE CULVERTS, FROST PENETRATION LINE BETWEEN TOP OF PIPE AND BEDDING GRADE • Existing Notes A and E have been deleted. • Existing Notes 1 and 3 have been rewritten. Other notes have been reordered. • The “Earth fill” label and original ground line have been deleted. SUMMARY OF REVISIONS TO OPSD 807.040 November 2005 HEIGHT OF FILL TABLE, NON-REINFORCED CONCRETE PIPE CLASS 3 • The title of the drawing has been revised. • The existing table has been revised to include only “Positive Projecting Embankment” for Class 3 non-

reinforced concrete pipe. Bedding class “A” has been deleted from the table. The maximum height of fill values for Class 3 have been revised.

• Existing Notes B and C have been deleted. • Existing Notes A, D, E, and F have been rewritten. Other notes have been reordered. • Existing Note G has been divided into two separate Notes E and F.


SUMMARY OF REVISIONS TO OPSD 807.050 November 2005 HEIGHT OF FILL TABLE, HORIZONTAL ELLIPTICAL CONCRETE PIPE CLASS HE-A, HE-I, HE-II, HE-III, AND HE-IV • The title of the drawing has been revised. • “Zero Projecting Embankment” has been deleted. The maximum height of fill values in the table has

been revised. • Existing Notes A and B have been rewritten. • Existing Note C has been divided into two separate Notes C and D. • Existing Note D has been deleted. SUMMARY OF REVISIONS TO OPSD 923.430 November 2005 ENERGY ATTENUATOR, CRASH CUSHION, GUIDE RAIL ENERGY ABSORBING TERMINAL, INSTALLATION - TEMPORARY, UNIDIRECTIONAL • Title and number have been revised. • Modified temporary concrete barrier and object marker added. • New Table 1 added to replace existing table. • New Table 2 added. • Existing Notes 1 and A have been deleted. • Existing Note B has been revised and renumbered to 1. • New Notes 2 and A added. Other note ordered. SUMMARY OF REVISIONS TO OPSD 923.431 November 2005 ENERGY ATTENUATOR, CRASH CUSHION, GUIDE RAIL ENERGY ABSORBING TERMINAL, INSTALLATION - TEMPORARY, BIDIRECTIONAL • Title and number have been revised. • Modified temporary concrete barrier and object marker added. • New Table 1 added to replace existing table. • New Table 2 added. • Existing Notes 1 and A have been deleted. • Existing Note B has been revised and renumbered to 1. • New Notes 2, 3, and A added. Other note ordered.


SUMMARY OF REVISIONS TO OPSD 972.101 November 2005 FENCE, CHAIN-LINK, COMPONENT - BARBED WIRE • Crown post caps have been replaced with terminal post caps. • Top rails have been replaced with top wires. • Brace rail added. • Corner and Straining Post with Barbed Wire Arm view separated into two views. • Note 1 revised. • New Note A added. Other note reordered. SUMMARY OF REVISIONS TO OPSD 972.102 November 2005 FENCE, CHAIN-LINK, COMPONENT - GATE • Gatepost caps and gate fabric labeled. • Footing for gatepost added to both views. • Detail A and existing Note A deleted. • New Note A added. Other note reordered. SUMMARY OF REVISIONS TO OPSD 972.130 November 2005 FENCE, CHAIN-LINK, INSTALLATION - ROADWAY • In the Chain-Link Fence With Top Rail and the Chain-Link Fence With Top Wire views, post spacing

revised from “3000” to “3000 mm max”, stretcher bar renamed to tension bar and material requirements deleted, stretcher bar bands renamed to tension bar bands, turnbuckle material requirements deleted, bottom wire diameter deleted, and footings added.

• Detail views have been renamed. • In the Detail A view, distance between bottom of post and bottom of footing revised from “var” to “25-50

mm.” • In the Detail C view, sleeve revised to be steel sleeve. • In the Detail D view, distance between top of rock line and bottom of post revised from “380” to

“380 mm min.” • New Note A added. Other note reordered.


SUMMARY OF REVISIONS TO OPSD 972.131 November 2005 FENCE, CHAIN-LINK, INSTALLATION - CONCRETE BARRIER • In the End Section Detail view, post spacing revised from “3000” to “3000 mm max”, stretcher bar

renamed to tension bar and material requirements deleted, offset bands renamed to tension bands, turnbuckle material requirements deleted, and chain-link fence renamed to fence fabric.

• In the Line Post Detail view, labelling has been revised. • Line post cap detail view renamed to 62 mm ID Line Post Cap Detail. • In the Section A-A view, the number and size of the holes in the steel base plate label has been moved

to the Plan view and the anchors have been revised. • New Note 3 added. SUMMARY OF REVISIONS TO OPSD 1003.010 November 2005 CAST-IN-PLACE MAINTENANCE HOLE DROP STRUCTURE TEE • Benching revised in Section A-A. • Flow arrow added to Plan. SUMMARY OF REVISIONS TO OPSD 1003.020 November 2005 CAST-IN-PLACE MAINTENANCE HOLE DROP STRUCTURE WYE • Benching revised in Section A-A. • Flow arrow added to Plan. SUMMARY OF REVISIONS TO OPSD 1006.010 November 2005 SEWER SERVICE CONNECTIONS FOR RIGID MAIN PIPE SEWER • Existing Notes C, D, and F have been rewritten and reordered to Notes B, C, and 3 respectively. • New Note 2 has been added. • Existing Note B has been reordered to Note A. • Existing Note A has been reordered to Note 1. • Existing Note E has been moved to views to indicate location of cap or plug. • Existing Notes G and H have been deleted. • The label “Bedding as specified” has been rewritten as “Bedding and cover as specified” in both views. • Option to use fittings or radius bends has been added in both views.


• Existing “Vertical Riser” detail has been redrawn and titled “Connection With Vertical Riser”. • Title added to identify “Connection Without Vertical Riser” detail. • Requirement for watertight cap or plug has been added to both views. • Connection pipe size has been added. SUMMARY OF REVISIONS TO OPSD 1006.020 November 2005 SEWER SERVICE CONNECTIONS FOR FLEXIBLE MAIN PIPE SEWER • Existing Notes D, E, and G have been rewritten and reordered to Notes B, C, and 2 respectively. • Existing Note A has been reordered to Note 1. • Existing Note B has been reordered to Note A. • Existing Note F has been moved to the view to indicate location of cap or plug. • Existing Note I has been reordered to Note D. • Existing Notes C and H have been deleted. • The label “Bedding as specified” in the view has been relabelled to “Bedding and cover as specified.” • Option to use fittings or radius bends has been added to the view. • Requirement for watertight cap or plug has been added to the view. • Connection pipe size has been added.


STRUCTURAL SERIES OPS DRAWING CROSS-REFERENCE TABLE 1 - PREVIOUS OPSD NUMBERS LISTED IN ORDER

PREVIOUS OPSD

NUMBER PREVIOUS OPSD TITLE

NEW OPSD

NUMBER NEW OPSD TITLE

3000.100 Foundation, Piles, Steel H-Pile Driving Shoe, Details 3000.100 Foundation, Piles, Steel H-Pile

Driving Shoe

3000.200 Foundation, Piles, Steel H-Pile Splice, Details 3000.150 Foundation, Piles, Steel H-Pile Splice

3120.100 Walls, Retaining, Concrete Toe Wall Details 3120.100 Walls, Retaining, Concrete Toe Wall

3001.100 Foundation, Piles, Steel Tube Piles, Driving Shoe 3302.000 Splice and Driving Shoe Details for

Steel Tube Piles 3001.150 Foundation, Piles, Steel Tube Piles, Splice

3003.100 Foundation, Piles, Wood, Driving Shoe 3303.000 Details of Driving Shoe and Pile

Head Protection for Wood Piles 3003.150 Foundation, Piles, Wood, Pile Head Protection

3304.000 Oslo Points for HP310 H-Piles 3000.201 Foundation, Piles, Steel, HP310 Oslo Point

3320.000 Steel Sheet Piles Anchorage Details 3002.200 Foundation, Piles, Steel Sheet Piles, Anchorage

3370.100 Deck, Waterproofing, Hot Applied Asphalt Membrane With Protection Board, Details

3370.100 Deck, Waterproofing, Hot Applied Asphalt Membrane With Protection Board

3370.101

Deck, Waterproofing, Hot Applied Asphalt Membrane at Active Cracks Greater Than 2 mm Wide and Construction Joints

3370.101


3400.010 Contours of Frost Depths for Northern Ontario 3090.100 Foundation, Frost Depths for

Northern Ontario

3400.011 Contours of Frost Depths for Southern Ontario 3090.101 Foundation, Frost Depths for

Southern Ontario

3501.000 Minimum Granular Backfill Requirements - Abutments 3101.150 Walls, Abutment, Backfill, Minimum

Granular Requirement 3504.000 Minimum Granular Backfill

Requirements - Retaining Walls 3121.150 Walls, Retaining, Backfill, Minimum Granular Requirement

3505.000 Rock Backfill Requirements - Abutments 3101.200 Walls, Abutment, Backfill, Rock

3506.000 Retaining Wall and Abutment Wall Drain Detail 3190.100 Walls, Retaining and Abutment, Wall

Drain

3515.000 Wingwall Sleeve Details for Perforated Drain 3102.100 Walls, Abutment, Backfill Drain

3601.00 Cutwater Details 3290.100 Piers, Cutwater Assembly

3701.000 Positive Moment Connection at Piers Cpci 900, 1200, 1400, 1500, 1600, 1900, 2300

3310.150 Deck, Girders, Concrete, Positive Moment Connection at Piers

3810.000 Access Hatch for Structural Steel Box Girder 3311.900 Deck, Girders, Steel Box, Access

Hatch



PREVIOUS OPSD


NEW OPSD


3901.01 Modification of Round, Vertical Deck Drain for Addition of Asphalt to Existing Structures

3340.200 Deck, Drains With Downspout, Modification for Addition of Asphalt to Existing Structure

3901.02 Modification of Scupper Deck Drain for Addition of Asphalt to Existing Structures

3340.250

Deck, Drains With Transverse or Longitudinal Bar Openings, Modification for Addition of Asphalt to Existing Structure

3901.03 Modification of Inclined Deck Drain for Addition of Asphalt to Existing Structures

3340.201 Deck, Drains With Sloped Downspout, Modification for Addition of Asphalt to Existing Structure

3902.01 Deck Drain Details - Downspout Without Catch Basin 3340.100 Deck, Drains With Downspout

3902.020 Deck Drain Details - Transverse Bar Opening 3340.150 Deck, Drains With Transverse Bar

Openings

3902.030 Deck Drain Details - Longitudinal Bar Opening 3340.151 Deck, Drains With Longitudinal Bar

Openings

3902.04 Deck Drain Details - Sloped Downspout Without Catch Basin 3340.102 Deck, Drains With Sloped Downspout

3902.05 Median Deck Drain Details Transverse Bar Opening 3340.153 Deck, Drains, Median With

Transverse Bar Openings

3902.06 Median Deck Drain Details Longitudinal Bar Opening 3340.154 Deck, Drains, Median With

Longitudinal Bar Openings 3904.040 Drip Detail 3390.100 Deck, Drip Channel

3911.000 Lighting Pole Base Details for Structures With Parapet Walls 3360.200 Deck, Light Pole Bases, Structures

With Parapet Walls

3912.000 Lighting Pole Base Details for Structures With Concrete Barrier Walls

3360.100 Deck, Light Pole Bases, Structures With Barrier Walls

3920.000 Support and Tie Down for Round Void Forms 3332.100 Deck, Round Voids, Form Supports

and Tie-Downs

3921.000 Drainage Outlets In Round Void Forms 3333.100 Deck, Round Voids, Drains

3921.010 Drainage Outlets In Trapezoidal Void 3333.101 Deck, Trapezoid Voids, Drains

3922.000 Supports for Reinforcing Steel for Slab Depth Greater Than 300 mm 3329.101

Deck, Reinforcement, Supports for Reinforcing Steel for Slab Depths Greater Than 300 mm

Supports for Reinforcing Steel for Slab Depth 300 mm or Less 3329.100

Deck, Reinforcement, Supports for Reinforcing Steel for Slab Depths 300 mm or Less

3930.000 Method of Obtaining Screed Elevations for Steel Girders 3311.100 Deck, Girders, Steel, Method of

Obtaining Screed Elevations

3930.010 Method of Obtaining Screed Elevations for Precast Concrete Girders

3310.100 Deck, Girders, Concrete, Method of Obtaining Screed Elevations

3950.00 Drainage of Asphalt Wearing Surface On New Decks 3349.100 Deck, Drains, Drainage of New Deck

Below Asphalt Wearing Surface

3951.00 Drainage of Asphalt Wearing Surface On Existing Decks 3349.101 Deck, Drains, Drainage of Existing

Deck Below Asphalt Wearing Surface

3922.010

Rev. Info Sheet - OPS Volume 3: Rev. Number 52 (Date 11/2005)


PREVIOUS OPSD


NEW OPSD


4010.000 Guide Rail and Channel Anchorage 3419.100 Barriers and Railings, Steel, Guide Rail and Channel Anchorage

4012.000 Double Rail Anchorage Inserts 3419.155 Barriers and Railings, Steel, Double Railing, Anchorage

4019.000 Single Rail Anchorage Inserts 3419.150 Barriers and Railings, Steel, Single Railing, Anchorage

4040.05 Culverts Warning Message Layout Details 3940.150 Figures In Concrete, Warning

Message, Layout

4040.06 Culverts Warning Message Lettering Details 3940.151 Figures In Concrete, Warning

Message, Letters

4601.000 Location of Site Number And Date Figures 3941.200 Figures In Concrete, Site Number

and Date, Layout

4602.000 Falsework Clearances 3390.150 Falsework Clearance To Traffic Lanes

4612.000 Duct Location for Utilities 3900.100 Utilities, Duct Location

4619.000 Utility Duct Termination At Bridge Approaches 3900.150 Utilities, Duct Termination At Bridge

Approaches

4625.000 Access Hatch Installation for Concrete Bridges 3339.101 Deck, Voids, Access Hatch for

Concrete Bridges, Installation

4625.010 Access Hatch for Concrete Bridges 3339.100 Deck, Voids, Access Hatch for Concrete Bridges, Assembly

4670.000 Construction and Expansion Joint In Concrete 3950.100 Joints, Concrete Expansion and

Construction, On Structure


STRUCTURAL SERIES OPS DRAWING CROSS-REFERENCE

TABLE 2 - NEW OPSD NUMBERS LISTED IN ORDER

NEW OPSD NUMBER NEW OPSD TITLE

PREVIOUS OPSD


3000.100 Foundation, Piles, Steel H-Pile Driving Shoe 3000.100 Foundation, Piles, Steel H-Pile

Driving Shoe, Details

3000.150 Foundation, Piles, Steel H-Pile Splice 3000.200 Foundation, Piles, Steel H-Pile

Splice, Details

3000.201 Foundation, Piles, Steel, HP 310 Oslo Point 3304.000 Oslo Points for HP310 H-Piles

3001.100 Foundation, Piles, Steel Tube Piles, Driving Shoe

3001.150 Foundation, Piles, Steel Tube Piles, Splice

3302.000 Splice and Driving Shoe Details for Steel Tube Piles

3002.200 Foundation, Piles, Steel Sheet Piles, Anchorage 3320.000 Steel Sheet Piles Anchorage Details

3003.100 Foundation, Piles, Wood, Driving Shoe

3003.150 Foundation, Piles, Wood, Pile Head Protection

3303.000 Details of Driving Shoe and Pile Head Protection for Wood Piles

3090.100 Foundation, Frost Depths for Northern Ontario

3400.010 Contours of Frost Depths for Northern Ontario

3090.101 Foundation, Frost Depths for Southern Ontario 3400.011 Contours of Frost Depths for

Southern Ontario

3101.150 Walls, Abutment, Backfill, Minimum Granular Requirement 3501.000 Minimum Granular Backfill

Requirements - Abutments

3101.200 Walls, Abutment, Backfill, Rock 3505.000 Rock Backfill Requirements - Abutments

3102.100 Walls, Abutment, Backfill Drain 3515.000 Wingwall Sleeve Details for Perforated Drain

3120.100 Walls, Retaining, Concrete Toe Wall 3120.100 Walls, Retaining, Concrete Toe Wall Details

3121.150 Walls, Retaining, Backfill, Minimum Granular Requirement

3504.000 Minimum Granular Backfill Requirements - Retaining Walls

3190.100 Walls, Retaining and Abutment, Wall Drain

3506.000 Retaining Wall and Abutment Wall Drain Detail

3290.100 Piers, Cutwater Assembly 3601.00 Cutwater Details

3310.100 Deck, Girders, Concrete, Method of Obtaining Screed Elevations 3930.010

Method of Obtaining Screed Elevations for Precast Concrete Girders

3310.150 Deck, Girders, Concrete, Positive Moment Connection At Piers 3701.000

Positive Moment Connection At Piers Cpci 900, 1200, 1400, 1500, 1600, 1900, 2300

3311.100 Deck, Girders, Steel, Method of Obtaining Screed Elevations 3930.000 Method of Obtaining Screed

Elevations for Steel Girders

3311.900 Deck, Girders, Steel Box, Access Hatch 3810.000 Access Hatch for Structural Steel Box

Girder

3329.100 Deck, Reinforcement, Supports for Reinforcing Steel for Slab Depths 300 mm or Less

3922.010 Supports for Reinforcing Steel for Slab Depth 300 mm or Less


STRUCTURAL SERIES OPS DRAWING CROSS-REFERENCE TABLE 2 - NEW OPSD NUMBERS LISTED IN ORDER


PREVIOUS OPSD


3329.101 Deck, Reinforcement, Supports for Reinforcing Steel for Slab Depths Greater Than 300 mm

3922.000 Supports for Reinforcing Steel for Slab Depth Greater Than 300 mm

3332.100 Deck, Round Voids, Form Supports and Tie-Downs 3920.000 Support and Tie Down for Round

Void Forms

3333.100 Deck, Round Voids, Drains 3921.000 Drainage Outlets In Round Void Forms

3333.101 Deck, Trapezoid Voids, Drains 3921.010 Drainage Outlets In Trapezoidal Void

3339.100 Deck, Voids, Access Hatch for Concrete Bridges, Assembly 4625.010 Access Hatch for Concrete Bridges

3339.101 Deck, Voids, Access Hatch for Concrete Bridges, Installation 4625.000 Access Hatch Installation for

Concrete Bridges

3340.100 Deck, Drains With Downspout 3902.01 Deck Drain Details - Downspout Without Catch Basin

3340.102 Deck, Drains With Sloped Downspout 3902.04 Deck Drain Details - Sloped

Downspout Without Catch Basin

3340.150 Deck, Drains With Transverse Bar Openings 3902.020 Deck Drain Details - Transverse Bar

Opening

3340.151 Deck, Drains With Longitudinal Bar Openings 3902.030 Deck Drain Details - Longitudinal Bar

Opening

3340.153 Deck, Drains, Median With Transverse Bar Openings 3902.05 Median Deck Drain Details

Transverse Bar Opening

3340.154 Deck, Drains, Median With Longitudinal Bar Openings 3902.06 Median Deck Drain Details

Longitudinal Bar Opening

3340.200 Deck, Drains With Downspout, Modification for Addition of Asphalt to Existing Structure

3901.01 Modification of Round, Vertical Deck Drain for Addition of Asphalt to Existing Structures

3340.201 Deck, Drains With Sloped Downspout, Modification for Addition of Asphalt to Existing Structure

3901.03 Modification of Inclined Deck Drain for Addition of Asphalt to Existing Structures

3340.250

Deck, Drains With Transverse or Longitudinal Bar Openings, Modification for Addition of Asphalt to Existing Structure

3901.02 Modification of Scupper Deck Drain for Addition of Asphalt to Existing Structures

3349.100 Deck, Drains, Drainage of New Deck Below Asphalt Wearing Surface

3950.00 Drainage of Asphalt Wearing Surface On New Decks

3349.101 Deck, Drains, Drainage of Existing Deck Below Asphalt Wearing Surface

3951.00 Drainage of Asphalt Wearing Surface On Existing Decks

3360.100 Deck, Light Pole Bases, Structures With Barrier Walls

3912.000 Lighting Pole Base Details for Structures With Concrete Barrier Walls

3360.200 Deck, Light Pole Bases, Structures With Parapet Walls 3911.000 Lighting Pole Base Details for

Structures With Parapet Walls



STRUCTURAL SERIES OPS DRAWING CROSS-REFERENCE TABLE 2 - NEW OPSD NUMBERS LISTED IN ORDER


PREVIOUS OPSD


3370.100 Deck, Waterproofing, Hot Applied Asphalt Membrane With Protection Board

3370.100 Deck, Waterproofing, Hot Applied Asphalt Membrane With Protection Board, Details

3370.101


3370.101


3390.100 Deck, Drip Channel 3904.040 Drip Detail

3390.150 Falsework Clearance to Traffic Lanes 4602.000 Falsework Clearances

3419.100 Barriers and Railings, Steel, Guide Rail and Channel Anchorage 4010.000 Guide Rail and Channel Anchorage

3419.150 Barriers and Railings, Steel, Single Railing, Anchorage 4019.000 Single Rail Anchorage Inserts

3419.155 Barriers and Railings, Steel, Double Railing, Anchorage 4012.000 Double Rail Anchorage Inserts

3900.100 Utilities, Duct Location 4612.000 Duct Location for Utilities

3900.150 Utilities, Duct Termination at Bridge Approaches 4619.000 Utility Duct Termination at Bridge

Approaches

3940.150 Figures In Concrete, Warning Message, Layout 4040.05 Culverts Warning Message Layout

Details

3940.151 Figures In Concrete, Warning Message, Letters 4040.06 Culverts Warning Message Lettering

Details

3941.200 Figures In Concrete, Site Number and Date, Layout 4601.000 Location of Site Number and Date

Figures

3950.100 Joints, Concrete Expansion and Construction, On Structure 4670.000 Construction and Expansion Joint In

Concrete

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