City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS
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1 City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures Sep/16 R-2 No Drawing Jan/17 R-2A Typical Cross Sections for Granular Base Pavement Structures Sep/16 R-2B No Drawing Sep/16 R-2C Alley Pavement Structures Sep/16 R-2D Graded and Gravelled Road Rural Area Sep/16 R-2E No Drawing Jan/17 R-2F Drainage Pipe Clean-out Detail Jan/17 R-3 Rolled Curb and Gutter Sep/16 R-4 Curb and Gutter Section With Walk Lip Sep/16 R-4A Curb and Gutter Section Without Walk Lip Sep/16 R-4B Reverse Curb and Gutter Section Sep/16 R-5 Centre Median Curb - Standard Jan/17 R-5A Hand Formed Centre Median Curb Sep/16 R-5B Centre Median Curb Cast on Asphalt Pavement Sep/16 R-5C Centre Median Apron Jan/17 R-5D Bullnose Center Median End Treatment Jan/17 R-6 Concrete Swale Section Sep/16 R-6B Arterial Road Catch Basin with Concrete Apron Jan/17 R-7 Monolithic Walk, Curb and Gutter Sep/16 R-7A Reinforced Monolithic Walk, Curb and Gutter Sep/16 R-7B Dowel Detail for Cold and Expansion Joints Sep/16 R-7C No Drawing Sep/16 R-7D No Drawing Sep/16 R-7E Combined Walk and Curb Sep/16 R-7F Concrete Walk Sep/16 R-7G Typical Sidewalk Enhancement Sep/16 R-8 Edging and Joint Detail Sep/16 R-9 Pedestrian Crossing Curb Ramp Deatils Apr/17 R-9A Pedestrian Crossing Typical Layouts Apr/17 R-9B Tactile Marking Tool Sep/16 Revised April 2017 P a g e 1 of 2
2 City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS R-9C Pedestrian Crossing - Mid-Block Apr/17 R-9D Pedestrian Crossing - Medians Apr/17 R-9E Pedestrian Crossing Typical layout Short Radius Apr/17 R-10 Combined Concrete Walk, Cur and Gutter Crossing Sep/16 R-10A Curb and Gutter Crossing with Boulevard Sep/16 R-10B Concrete Curb and Gutter Crossing Dec/16 R-10C Curb and Gutter Crossing with Boulevard Sep/16 R-11 Catch Basin Box-Out (Rolled Curb) Jan/17 R-11A Catch Basin Box-Out (Barrier Curb and Gutter) Jan/17 R-11B Box-out for Side Inlet Catch Basins (Barrier Curb) Jan/17 R-11C Box-out for Side Inlet Catch Basins (Rolled Curb) Jan/17 R-11D Box-out for Arterial Style Catch Basin (Barrier Curb) Jan/17 R-11E No Drawing Jan/17 R-12 Concrete Isolation Details Jan/17 R-13 No Drawing Jan/17 R-14 No Drawing Jan/17 R-15 Precast Concrete Curb Sep/16 R-15A Hydraulically Pressed Concrete Curb Sep/16 R-16 Chain Link Fence Type "A" Apr/17 R-16A Chain Link Fence Type "A" - Banding Details Jan/17 R-17A Chain Link Fence Type "B" Jan/17 R-17B Gate Detail Type "B" Jan/17 R-18 Rate of Evaporation Nomograph Sep/16 R-19 Hoarding for Walkway Jul/10 R-20 W-Beam Elements and End Sections Jan/17 R-21 Culvert Installation Jan/17 Revised April 2017 P a g e 2 of 2
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26 B.O.W. T.O.C. L.O.G. GUT. DROP AT B.O.W. (NOTE 3) MAX 0.125m RAMP LANDING (IF PROVIDED) FLARE SLOPE (NOTE 3) FRONT VIEW A FLARE SLOPE RAMP FLARE CURB &GUTTER SIDEWALK OR BOULEVARD (R=VARIES) BACK OF CURB RADIUS PLAN A 10M REBAR(typ) LANDING TACTILE MARKINGS (typ) STANDARD CURB RAMP ASPHALT TO BE NO MORE THAN 10mm ABOVE LIP OF GUTTER 5-10M REBAR SPACED EQUALLY MIN 150 COMPACTED GRANULAR SECTION A-A NOTES: 1. MAX RAMP SLOPE = 8.3%. 2. MIN RAMP SLOPE = 2.0% 3. FLARE SLOPE SHALL BE BETWEEN 1:10 AND 1:15 ALONG FACE OF CURB. 4. ALIGN RAMPS WITH DIRECTION OF CROSSWALK. 5. RED COLOUR PIGMENT TO BE ADDED TO CONCRETE SURFACE OF RAMP ONLY. 6. GRADIENT OF GUTTER AROUND CORNER RADIUS TO BE MINIMUM 1.0%. 7. FOR NEW DEVELOPMENTS: R = 9.0m OR 12.0m PER DEVELOPMENT STANDARDS MANUAL.. 8. DROP AT BACK OF CURB AS FOLLOWS: 105mm FOR BARRIER CURB 50mm FOR ROLLED CURB JUL/10 TITLE BLOCK JJA JAN/17 SPEC REVIEW UPDATE TSY APR/17 REVISED FOR STD RAMP DETAIL BW Designed By: Date Digital File: CONSTRUCTION STANDARDS Pedestrian Crossing Curb Ramp Details Approved: Dustin McCall Scale Apr/17 NTS R-9 STDR-9.dwg
27 JAN/17 SPEC REVIEW CHANGES TSY APR/17 REVISED DRAWING TITLE BW Designed By: Date Digital File: CONSTRUCTION STANDARDS Pedestrian Crossing Typical Layouts Bill Wright Approved: Dustin McCall Scale Apr/17 NTS R-9A STDR-9A.dwg
28 JAN/03 TITLE BLOCK MLG JUL/10 TITLE BLOCK JJA SEP/16 SPEC REVIEW CHANGES TSY Designed By: Date Digital File: CONSTRUCTION STANDARDS Pedestrian Crossings Tactile Marking Tool Approved: Dustin McCall Scale SEP/16 NTS R-9B STDR-9B.dwg
29 FLARE TACTILE MARKINGS SLOPE RAMP FLARE SIDEWALK CONTRACTION JOINT (typ) FLARE RAMP CURB FLARE SLOPE CURB SIDEWALK BOULEVARD CURB GUTTER CURB SLOPE CURB BOULEVARD CURB GUTTER 900 DEPRESS CURB CURB GUTTER TACTILE MARKINGS FLARE SLOPE RAMP FLARE SIDEWALK CONTRACTION JOINT (typ) FLARE FLARE MAXIMUM SLOPE 8.3% DROP BACK WALK 10 ABOVE GUTTER CONCRETE 200 RAMP SIDEWALK CURB GUTTER CONC. BOTTOM COMPACTED GRAVEL DEC/04 DEPTH OF LIP J.H. MAR/10 ADDED CONCRETE BOTTOM M.J. JUL/10 TITLE BLOCK JJA SEP/16 SPEC REVIEW CHANGES TSY APR/17 ADDED DETAIL FOR CROSSING AT BOUELVARD BW Designed By: Date Digital File: CONSTRUCTION STANDARDS Pedestrian Crossing Mid-Block Approved: Dustin McCall Scale Apr/17 NTS R-9C STDR-9C.dwg
30 CURB SLOPE SLOPE CURB DEPRESS CURB FLARE RAMP SLOPE FLARE CURB LANDING FLARE SLOPE RAMP FLARE CURB DEPRESS CURB MEDIAN CROSSING DETAIL WIDTH > 4.5m FLARE RAMP FLARE CURB CROWN FLARE MAX 2% MAX 2% MAX 8.3% MAX 8.3% DEPRESS CURB FLARE RAMP DEPRESS CURB CURB MEDIAN CROSSING DETAIL 1.8m < WIDTH < 4.5m CROSS WALK CURB MIN 1.5m MAX 2.0m MEDIAN CURB MEDIAN CROSSING DETAIL WIDTH < 1.8m JAN/17 SPEC REVIEW CHANGES TSY APR/17 REVISED DETAILS AND NOTES TSY Designed By: Date Digital File: CONSTRUCTION STANDARDS Pedestrian Crossing Medians Bill Wright Approved: Dustin McCall Scale APR/17 NTS R-9D STDR-9D.dwg
31 CURB AND GUTTER E.C. SIDEWALK RAMP OPTIONAL LANDING WHERE PROPERTY PERMITS PEDESTRIAN RAMP RETORFIT IN EXISTING AREAS SHORT RADIUS - MONO SIDEWALK SADDLE RAMP CROSS WALK B.C. CROSS WALK CURB AND GUTTER E.C. SIDEWALK LANDING RAMP SADDLE RAMP CROSS WALK PEDESTRIAN RAMP RETORFIT IN EXISTING AREAS SHORT RADIUS - MONO SIDEWALK WIDTH 2.7m B.C. NOTES: 1. REFER TO R-9 FOR CURB RAMP DETAILS. 2. MAX 2.0m. REDUCE WIDTH IF REQUIRED TO STAY WITHIN B.C. OR E.C. 3. RAMP WIDTH MAY BE REDUCED TO 1.5m, IF REQUIRED. JAN/17 SPEC REVIEW CHANGES TSY APR/17 REVISED LAYOUTS BW Designed By: Date Digital File: CONSTRUCTION STANDARDS Pedestrian Crossing Typical Layout - Short Radius Bill Wright Approved: Dustin McCall Scale Apr/17 NTS R-9E STDR-9E.dwg
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43 JAN/03 TITLE BLOCK MLG JUL/10 TITLE BLOCK JJA JAN/17 SPEC REVIEW CHANGES TSY APR/17 UPDATED NOTES BW Designed By: Date Digital File: CONSTRUCTION STANDARDS Chain Link Fence Type "A" Approved: Dustin McCall Scale APR/17 NTS R-16 STDR-16.dwg
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