City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS

Transcription

1 City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures July/10 R-2 Typical Cross Sections for Asphaltic Concrete Pavements July/10 R-2A Typical Cross Sections for Granular Base Pavement Structures July/10 R-2B Typical Cross Sections for Portland Cement Concrete Pavements July/10 R-2C Alley Pavement Structures July/10 R-2D Graded and Gravelled Road Rural Area July/10 R-2E Typical Cul-de-Sac July/10 R-2F Drainage Pipe Clean-out Detail July/10 R-2G Typical Crescent Corner July/10 R-3 Rolled Curb and Gutter July/10 R-4 Curb and Gutter Section With Walk Lip July/10 R-4A Curb and Gutter Section Without Walk Lip July/10 R-4B Reverse Curb and Gutter Section July/10 R-5 Centre Median Curb - Standard July/10 R-5A Hand Formed Centre Median Curb July/10 R-5B Centre Median Curb Cast on Asphalt Pavement July/10 R-5C Centre Median Apron July/10 R-5D Bullnose Center Median End Treatment Jan/11 R-6 Concrete Swale Section July/10 R-6B Arterial Road Catch Basin with Concrete Apron Jan/11 R-7 Monolithic Walk, Curb and Gutter July/10 R-7A Reinforced Monolithic Walk, Curb and Gutter July/10 R-7B Dowel Detail for Cold and Expansion Joints July/10 R-7C Structural Sidewalk Option #1 Jan/11 R-7D Structural Sidewalk Option #2 July/10 R-7E Combined Walk and Curb July/10 R-7F Concrete Walk July/10 R-7G Typical Sidewalk Enhancement July/10 R-8 Edging and Joint Detail July/10 R-9A Typical Pedestrian Ramp at Radius Jan/11 R-9B Tactile Marking Tool July/10 R-9C Typical Pathway Ramp at Mid-Block Crossing July/10 R-9D Typical Pedestrian Ramp Details Jan/11 Revised January 2011 Page 1 of 2

2 City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-10 Combined Concrete Walk, Curb and Gutter Crossing Jan/11 R-10A Curb and Gutter Crossing with Boulevard July/10 R-10B Concrete Curb and Gutter Crossing July/10 R-10C Curb and Gutter Residential Crossing with Boulevard July/10 R-11 Catch Basin Box-Out (Rolled Curb) Jan/11 R-11A Catch Basin Box-Out (Barrier Curb and Gutter) Jan/11 R-11B Box-out for Side Inlet Catch Basins (Barrier Curb) Jan/11 R-11C Box-out for Side Inlet Catch Basins (Rolled Curb) Jan/11 R-11D Concrete Pavement Manhole Isolation Detail July/10 R-11E Concrete Pavement Catch Basin Isolation Detail July/10 R-12 Concrete Pavement Barrier Curb (Integral) July/10 R-12A Concrete Pavement Lip Curb (Integral) July/10 R-13 Concrete Pavement Curb and Gutter Tie to Pavement July/10 R-13A Concrete Pavement Barrier Curb Tie to Pavement July/10 R-13B Concrete Pavement Barrier Curb (Separate) July/10 R-14 Concrete Pavement Typical Joint Arrangement July/10 R-14A Concrete Pavement Longitudinal Joints July/10 R-14B Concrete Pavement Transverse Joints July/10 R-14C Concrete Pavement Joint Detail July/10 R-15 Precast Concrete Curb July/10 R-15A Hydraulically Pressed Concrete Curb July/10 R-16 Chain Link Fence Type "A" July/10 R-16A Chain Link Fence Type "A" - Banding Details July/10 R-17A Chain Link Fence Type "B" July/10 R-17B Gate Detail Type "B" July/10 R-18 Rate of Evaporation Nomograph July/10 R-19 Hoarding for Walkway July/10 R-20 W-Beam Elements and End Sections July/10 R-21 Culvert Jan/11 R-21B Installation of Culvert Using Granular Backfill Jan/11 R-21C Installation of Culvert Using Earth Backfill Jan/11 Revised January 2011 Page 2 of 2

3 JAN/01 CEMENT DESIGNATION J.H. JAN/03 TITLE BLOCK MLG DEC/06 COLLECTOR STRUCTURE J.H. Alternate Pavement Structures JAN/98 NTS R-1 STDR-1.dwg

4 JAN/03 TITLE BLOCK MLG Typical Cross Sections for Asphaltic Concrete Pavements Jan/98 NTS R-2 STDR-2.dwg

5 ASPHALT BASE SUB-BASE SUB-DRAINAGE SAND SUB-GRADE MEDIAN CURB CURB & GUTTER PAVEMENT STRUCTURE AS SPECIFIED IN DWG. R-1 ASPHALT BASE SUB-BASE SUB-DRAINAGE SAND SHAPE TRENCH TO SUIT CONSTRUCTION METHODS SUB-GRADE 100Ø PERFORATED DRAINAGE PIPE c/w FILTER SLEEVE MONOLITHIC WALK CURB & GUTTER NOTE: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. JAN/03 GRANULAR DEPTH AT BOW J.H. JAN/03 TITLE BLOCK MLG Typical Cross Sections for Granular Base Pavement Structures JAN/98 NTS R-2A STDR-2A.dwg

6 JAN/03 TITLE BLOCK MLG Typical Cross Sections for Portland Cement Concrete Pavements JAN/98 NTS R-2B STDR-2B.dwg

7 P L ( MULTI FAMILY 9150 ) ( MULTI FAMILY 8500 ) C L P L ASPHALTIC MIN. 2% CROSS SLOPE CONCRETE PAVEMENT BASE SUB-DRAINAGE SAND COMPACTED SUBGRADE PAVEMENT STRUCTURES 50 ASPHALTIC CONCRETE PAVEMENT OR 50 ASPHALTIC CONCRETE PAVEMENT OR SAND ASPHALT BASE 250 GRANULAR BASE COURSE SUB-DRAINAGE SAND 150 SUB-DRAINAGE SAND RESIDENTIAL ZONE SUB-DRAINAGE SAND PL 6100 OR OR 8500 C L P L ASPHALTIC CONCRETE BASE SUB-DRAINAGE SAND MIN. 2% CROSS SLOPE PAVEMENT INSTALL GEOTEXTILE (PROPEX OR APPROVED EQUAL) WHERE GROUND CONDITIONS WARRANT INSTALLATION COMPACTED SUBGRADE PAVEMENT STRUCTURES 50 ASPHALTIC CONCRETE PAVEMENT 130 SAND ASPHALT BASE 150 SUB-DRAINAGE SAND OR 40 ASPHALTIC CONCRETE PAVEMENT 140 SOIL CEMENT BASE 150 SUB-DRAINAGE SAND OR 50 ASPHALTIC CONCRETE PAVEMENT 350 GRANULAR BASE COURSE 150 SUB-DRAINAGE SAND 140 OR FULL DEPTH ASPHALT INSTALL GEOTEXTILE (PROPEX OR APPROVED EQUAL), SUB-DRAINAGE SAND AND PERFORATED DRAINAGE PIPE. CONNECT TO CATCH BASIN WHERE THEY EXIST IN ALLEYS. ASPHALT BASE SUB-GRADE SUB-DRAINAGE SAND NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 2. IF PAVED PARKING LOT ABUTTS ALLEY THEN EXTEND ALLEY PAVEMENT TO PROPERTY LINE. 3. GRADE LIMITS 0.6% - 6.0% JAN/02 GRANULAR BASE COURSE J.H. JAN/03 TITLE BLOCK MLG DEC/06 SUB DRAINAGE DETAIL J.H. DEC/08 SUB DRAINAGE DETAIL PV BUSINESS OR INDUSTRIAL ZONE 100 PERFORATED DRAINAGE PIPE c/w FILTER SLEEVE SHAPE TRENCH TO SUIT CONSTRUCTION METHODS Alley Pavement Structures JAN/98 NTS R-2C STDR-2C.dwg

8 JAN/03 SIDE SLOPE J.H. JAN/03 TITLE BLOCK MLG Graded and Gravelled Road Rural Area JAN/98 NTS R-2D STDR-2D.dwg

9 JAN/03 TITLE BLOCK MLG Typical Cul-De-Sac Jan/98 NTS R-2E STDR-2E.dwg

10 JAN/03 CAP LOCATION J.H. JAN/03 TITLE BLOCK MLG Drainage Pipe Clean-out Detail Jan/98 NTS R-2F STDR-2F.dwg

11 JAN/03 TITLE BLOCK MLG Typical Crescent Corner JAN/02 NTS R-2G STDR-2G.dwg

12 JAN/03 DEFORMED BAR; NOTE 2 J.H. JAN/03 TITLE BLOCK MLG Rolled Curb and Gutter JAN/98 NTS R-3 STDR-3.dwg

13 T.W. STARTS FROM DESIGN WIDTHS 150 DESIGN WIDTH RADIUS STARTS AT BACK OF CURB ROUND EDGE BY TROWELING CONCRETE 80 REINFORCING MM LONG 10M DEFORMED BAR CENTRED ON 1.5M PANELS WHEN CENTRE MEDIAN PAVING OR SIDEWALK TO FOLLOW. NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED M REINFORCING REQUIRED AT INTERSECTIONS ON RADII IN COMMERCIAL AND INDUSTRIAL AREAS. MAY BE OMITTED IN RESIDENTIAL AREAS IF CURB & GUTTER CAST CONCURRENTLY WITH WALK. JAN/03 DEFORMED BAR; NOTE 2 J.H. JAN/03 TITLE BLOCK MLG DEC/08 NOTE 2 J.H. Curb and Gutter Section with Walk Lip JAN/98 NTS R-4 STDR-4.DWG

14 T.W. STARTS FROM DESIGN WIDTHS DESIGN WIDTH RADIUS STARTS AT BACK OF CURB ROUND EDGE BY TROWELING CONCRETE 80 REINFORCING MM LONG 10M DEFORMED BAR CENTRED ON 1.5M PANELS WHEN CENTRE MEDIAN PAVING OR SIDEWALK TO FOLLOW. NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED M REINFORCING REQUIRED AT INTERSECTIONS ON RADII IN COMMERCIAL AND INDUSTRIAL AREAS. MAY BE OMITTED IN RESIDENTIAL AREAS IF CURB & GUTTER CAST CONCURRENTLY WITH WALK. JAN/03 DEFORMED BAR; NOTE 2 J.H. JAN/03 TITLE BLOCK MLG DEC/06 NOTE 2 J.H. Curb and Gutter Section without Walk Lip JAN/98 NTS R-4A STDR-4A.dwg

15 T.W. STARTS FROM DESIGN WIDTHS DESIGN WIDTH RADIUS STARTS AT BACK OF CURB ROUND EDGE BY TROWELING CONCRETE REINFORCING MM LONG 10M DEFORMED BAR CENTRED ON 1.5M PANELS WHEN CENTRE MEDIAN PAVING OR SIDEWALK TO FOLLOW. NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED M REINFORCING REQUIRED AT INTERSECTIONS ON RADII IN COMMERCIAL AND INDUSTRIAL AREAS. MAY BE OMITTED IN RESIDENTIAL AREAS IF CURB & GUTTER CAST CONCURRENTLY WITH WALK. JAN/02 LIP AT BOC; TIE BAR J.H. JAN/03 NOTE 2 J.H. JAN/03 TITLE BLOCK MLG Reverse Curb and Gutter Section JAN/98 NTS R-4B STDR-4B.dwg

16 JAN/02 DIMENSIONS; TIE BAR J.H. JAN/03 TITLE DESCRIPTION J.H. JAN/03 TITLE BLOCK MLG Centre Median Curb Standard JAN/98 NTS R-5 STDR-5.dwg

17 JAN/03 NOTE 2 J.H. JAN/03 TITLE BLOCK MLG Hand Formed Centre Median Curb JAN/98 NTS R-5A STDR-5A.dwg

18 500mm LONG VERTICAL REINFORCING BAR ON 750mm CENTRES TIED TO HORIZONTAL BAR mm Long Vertical Reinforcing Bar on 750mm Centres tied to Horizontal Bar PROVIDE 100mm by 40mm LIP EXCEPT WHEN HAND FORMING m LONG 10M DEFORMED BAR CENTRED ON 1.5M PANELS WHEN CENTRE MEDIAN PAVING TO FOLLOW 500mm LONG VERTICAL REINFORCING BAR ON 1.5m CENTRES TIED TO HORIZONTAL BAR ASPHALT REINFORCING BAR GRANULAR STRUCTURE 240 CONCRETE MEDIAN PAVING COMPACTED SUBGRADE MEDIAN ON TOP LIFT OF ASPHALT ASPHALT Top Lift Bottom Lift REINFORCING BAR GRANULAR STRUCTURE COMPACTED SUBGRADE MEDIAN ON BOTTOM LIFT OF ASPHALT NOTES: 1. 10M REINFORCED BARS TO BE USED VERTICALLY AND HORIZONTALLY ON ALL SECTIONS. 2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. JAN/03 TITLE BLOCK MLG DEC/06 VERTICAL BAR SPACING J.H. Centre Median Curb Cast on Asphaltic Pavement JAN/02 NTS R-5B STDR-5B.dwg

19 Centre Median Apron FEB/04 NTS R-5C STDR-5C.dwg

20 BOULEVARD AREA B B W 1.0m (min.) IF W>2.0M MAINTAIN FULL CURB HEIGHT A A Plan View MEDIAN CONCRETE APRON F.O.C. 2.5m 0.75m VARIES APRON F.O.C. F.O.C. VARIES LEAVE 10mm WIDE x 30mm DEEP JOINT AT TOP FILL JOINT WITH APPROVED JOINT SEALER Taper = 1/2 W Section A-A 3-20 GRAVEL TYPICAL PAVEMENT NOTES: 1. ALL DIMENSIONS ARE MILLIMETRES UNLESS OTHERWISE NOTED. Section B-B 200 DEC/08 CREATED STANDARD DETAIL DRAWING RAA MAR/10 UPDATED STANDARD DETAIL DRAWING ELB Bullnose Centre Median - End Treatment Kelly Wyatt Jan/11 NTS R-5D STDR-5D.dwg

21 JAN/01 REINFORCING COVER JAN/02 NOTE 3 ADDED J.H. JAN/03 TITLE BLOCK MLG Concrete Swale Section JAN/98 NTS R-6 STDR-6.dwg

22 NOTES: 1. ALL DIMENSIONS ARE MILLIMETRES UNLESS OTHERWISE NOTED. CB With Concrete Apron Kelly Wyatt Jan/11 NTS R-6B STDR-6B.dwg

23 JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE BLOCK MLG Monolithic Walk, Curb and Gutter JAN/98 NTS R-7 STDR-7.dwg

24 OR DESIGN T.W. STARTS FROM DESIGN WIDTH R=400 WIDTH R= M (TYP.) REINFORCING 70 TYP. D SLOPE 0.03m/m D/3 (TYP.) GRANULAR MATERIAL ROLLED CURB T.W. STARTS FROM DESIGN WIDTH DESIGN WIDTH OR M (TYP.) REINFORCING 70 TYP. SLOPE 0.03m/m 100 D/3 (TYP.) R= GRANULAR MATERIAL NOTES: STANDARD CURB 1. ALL DIMENSIONS ARE IN MIILIMETRES UNLESS OTHERWISE NOTED. 2. LONGITUDINAL 10M BARS TO EXTEND 300mm BEYOND THE TOP OF FLARE AND TO BE TIED TO TRANSVERSE 10M BARS AT 600 O.C. IN COMMERCIAL AND INDUSTRIAL CROSSINGS. JAN/03 GRANULAR MAT'L DEPTH; NOTE 2 J.H. JAN/03 TITLE BLOCK MLG JAN/03 NOTE 2 J.H. Reinforced Monolithic Walk, Curb and Gutter JAN/98 NTS R-7A STDR-7A.dwg

25 JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE DESCRIPTION J.H. JAN/03 TITLE BLOCK MLG Dowel Detail for Cold Expansion Joints JAN/98 NTS R-7B STDR-7B.dwg

26 JAN/03 TITLE BLOCK MLG Structural Sidewalk Option #1 JAN/11 NTS R-7C STDR-7C.dwg

27 JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE BLOCK MLG Structural Sidewalk Option #2 JAN/98 NTS R-7D STDR-7D.dwg

28 JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE BLOCK MLG Combined Walk and Curb JAN/98 NTS R-7E STDR-7E.dwg

29 JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE BLOCK MLG Concrete Walk JAN/98 NTS R-7F STDR-7F.dwg

30 JAN/03 TITLE BLOCK MLG Typical Sidewalk Enhancement JAN/98 NTS R-7G STDR-7G.dwg

31 JAN/ DIMENSION CORRECTION J.H. JAN/03 TITLE BLOCK MLG Edging and Joint Detail JAN/98 NTS R-8 STDR-8.dwg

32 E.C. MINIMUM 1% GRADE 1500 SLOPE 1500 SLOPE NOTE: IF WALK DOES NOT CONTINUE BEYOND E.C., TRUNCATE WALK AT E.C. MINIMUM GRADIENT TO BE PROVIDED ALONG GUTTER IS 0.6% - 1% RAMP 10M REBAR 1500 SLOPE 1000 MINIMUM TACTILE MARKINGS BACK OF WALK PLAN VIEW BACK OF CURB RADIUS (9000 STANDARD) 5-10M REBAR EQUALLY SPACED B.C D/3 (Typ) CONCRETE GRANULAR MATERIAL A-A SECTION OF RAMP MAXIMUM SLOPE 0.110m per m 50 DROP BACK WALK EDGE OF AC 10 ABOVE GUTTER CONC. BOTTOM NOTES: 1. ALL DIMENSIONS ARE MILLIMETRES UNLESS OTHERWISE NOTED. FRONT VIEW 2. PEDESTRIAN RAMPS TO BE LOCATED AT CENTER OF RADIUS. 3. RED COLOURED PIGMENT TO BE ADDED TO CONCRETE SURFACE OF RAMP ONLY. 4. GRADIENT OF GUTTER AROUND RADIUS TO BE MINIMUM OF 1.0% JAN/02 NOTE ADDED AT EC J.H. JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE DESCRIPTION J.H. JAN/03 TITLE BLOCK MLG DEC/04 DEPTH OF LIP J.H. DEC/06 NOTE 4 ADDED J.H. MAR/10 REBAR ADDED M.J. Typical Pedestrian Ramp at Radius Kelly Wyatt JAN/11 NTS R-9A STDR-9A.dwg

33 JAN/03 TITLE BLOCK MLG Tactile Marking Tool JAN/98 NTS R-9B STDR-9B.dwg

34 SLOPE SLOPE RAMP SLOPE CURB GUTTER CONTRACTION JOINT TYPICAL 1.5m AS PER R-8 TACTILE MARKINGS MAXIMUM SLOPE 0.110m per m 50 DROP BACK WALK 10 ABOVE GUTTER CONC. BOTTOM CONCRETE GRAVEL DEC/04 DEPTH OF LIP J.H. MAR/10 ADDED CONCRETE BOTTOM M.J. Typical Pathway Ramp at Mid-Block Crossing JAN/03 NTS R-9C STDR-9C.dwg

35 RAMP SLOPE CROWN SINGLE PED RAMP STANDARD DETAIL MEDIAN PED RAMP DETAIL IF MEDIAN IS EQUAL TO OR GREATER THAN 4.5M SHOW CB TO BE LOCATED AT EC OR BC BACK OF CURB RADIUS (R=9m) SLOPE SLOPE BACK OF WALK MINIMUM SLOPE RAMP SLOPE SLOPE RAMP SLOPE SLOPE RAMP SLOPE SLOPE DOUBLE PED RAMP STANDARD DETAIL MEDIAN PED RAMP DETAIL IF MEDIAN IS LESS THAN 4.5M BACK OF CURB RADIUS (R=12m) RAMP SLOPE SLOPE SLOPE SLOPE RAMP SLOPE SLOPE SLOPE SLOPE WALK B A R R I E R C U R B GENERAL NOTES: 1. PEDESTRIAN RAMPS TO BE LOCATED AT CENTER OF RADIUS FOR SINGLE STANDARD. 2. RED COLOURED PIGMENT TO BE ADDED TO CONCRETE SURFACE OF RAMP ONLY. SLOPE RAMP SLOPE SLOPE 3. MAX SLOPE ON RAMPS IS 8% 4. IF WALK DOES NOT CONTINUE BEYOND E.C., TRUNCATE WALK AT E.C. 5. MINIMUM GRADIENT TO BE PROVIDED ALONG GUTTER IS 0.6% - 1% 6. CB'S SHOULD BE LOCATED A MINIMUM OF 1.5m FROM EDGE OF TAPERED/SCORED PANEL. Typical Ped Ramp Details Kelly Wyatt Jan/11 NTS R-9D STDR-9D.dwg

36 SEE NOTE T.W. 900 PLAN VIEW ABOVE GUTTER ELEVATION FACE OF GUTTER SLOPE VARIES ACCORDING TO DESIGN WIDTH OF WALK THICK 150 GRANULAR MATERIAL NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. SECTION A-A 2. SEE DRAWING R-7A AND SECTION 2550 FOR LOCATION AND APPLICATION OF REINFORCING THROUGH COMMERCIAL AND INDUSTRIAL CROSSINGS. 3. DIAGONAL JOINTS MAY BE ELIMINATED AT PRIVATE CROSSINGS IN RESIDENTIAL AREAS. 4. WIDTH AT BOW TO MATCH ALLEY PAVEMENT WIDTH SHOWN IN R-2C FOR ALLEY CROSSINGS JAN/01 WIDTH AT ALLEY JAN/03 GRANULAR MA'L DEPTH; NOTE 2 J.H. JAN/03 TITLE BLOCK MLG DEC/04 DEPTH OF LIP J.H. DEC/06 NOTE 2 J.H. Combined Concrete Walk, Curb and Gutter Crossing JAN/11 NTS R-10 STDR-10.dwg

37 A 1.5m 1.5m REBAR - 10m Bar 600mm long every 1.5m across the slab. Mid Slab (90mm) Slab Thickness Start 1.5m from edge (divide the rest if less) TYP. CONCRETE SIDEWALK VARIABLE WIDTH BOULEVARD VARIABLE DRIVEWAY CONCRETE CURB VARIABLE RADIUS TO A MAXIMUM OF SWALE GUTTER 330 A CONCRETE CURB & GUTTER PLAN VIEW FACE OF CURB DRIVEWAY SURFACE SIDEWALK REBAR 600 SEE NOTE 2 TAPER TOP OF CURB TO MATCH SIDEWALK GRANULAR MATERIAL NOTE: 660 SEE NOTE 2 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 2. USE 550 SWALE IF BOULEVARD DRIVEWAY IS CONCRETE. 3. SEE DRAWING R-7A AND SECTION 2550 FOR LOCATION AND APPLICATION OF REINFORCING THROUGH COMMERCIAL AND INDUSTRIAL CROSSINGS. SECTION A-A JAN/03 GRANULAR MAT'L DEPTH; NOTE 3 J.H. JAN/03 TITLE BLOCK MLG DEC/06 NOTE 3 J.H. DEC/08 ADDED REBAR RAA DEC/08 UPDATED DETAIL RAA Curb and Gutter Crossing with Boulevard MAR/09 NTS R-10A STDR-10A.dwg

38 JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE BLOCK MLG DEC/04 DEPTH OF LIP; NOTE J.H. Concrete Curb and Gutter Crossing JAN/01 NTS R-10B STDR-10B.dwg

39 JAN/03 GRANULAR MATERIAL DEPTH J.H. JAN/03 TITLE BLOCK MLG DEC/04 DEPTH OF LIP J.H. Curb and Gutter Residential Crossing with Boulevard JAN/01 NTS R-10C STDR-10C.dwg

40 JAN/03 CONSTRUCTION JOINT J.H. JAN/03 TITLE BLOCK MLG FEB/10 ADD REBAR AND CONTROL JOINT ELB Catch Basin Box-Out (Rolled Curb) Kelly Wyatt JAN/11 NTS R-11 STDR-11.dwg

41 JAN/03 CONSTRUCTION JOINT; TAPER J.H. JAN/03 REBAR REMOVED J.H. JAN/03 TITLE BLOCK MLG MAR/10 ADDED REBAR M.J. Catch Basin Box-Out (Barrier Curb and Gutter) Kelly Wyatt JAN/11 NTS R-11A STDR-11A.dwg

42 JAN/03 CONSTRUCTION JOINT; TAPER J.H. JAN/03 BOX OUT AT F.O.G. J.H. JAN/03 TITLE BLOCK MLG JAN/05 REBAR ADDED J.H. FEB/10 CATCH BASIN SET BACK 13mm M.J. Box-Out for Side Inlet Cath Basins (Barrier Curb) Kelly Wyatt JAN/11 NTS R-11B STDR-11B.dwg

43 JAN/03 CONSTRUCTION JOINT; TAPER J.H. JAN/03 BOX OUT AT F.O.G. J.H. JAN/03 TITLE BLOCK MLG MAR/10 ADDED REBAR M.J. Box-Out for Side Inlet Catch Basins (Rolled Curb) Kelly Wyatt JAN/11 NTS R-11C STDR-11C.dwg

44 JAN/03 TITLE BLOCK MLG Concrete Pavement Manhole Isolation Detail JAN/98 NTS R-11D STDR-11D.dwg

45 JAN/03 TITLE BLOCK MLG Concrete Pavement Catch Basin Isolation Detail JAN/98 NTS R-11E STDR-11E.dwg

46 JAN/03 TITLE BLOCK MLG Concrete Pavement Barrier Curb (Integral) JAN/98 NTS R-12 STDR-12.dwg

47 JAN/03 TITLE BLOCK MLG Concrete Pavement Lip Curb (Integral) JAN/98 NTS R-12A STDR-12A.dwg

48 JAN/03 TITLE BLOCK MLG Concrete Pavement Curb and Gutter Tie to Pavement JAN/98 NTS R-13 STDR-13.dwg

49 JAN/03 TITLE BLOCK MLG Concrete Pavement Barrier Curb Tie to Pavement JAN/98 NTS R-13A STDR-13A.dwg

50 JAN/03 TITLE BLOCK MLG Concrete Pavement Barrier Curb (Separate) JAN/98 NTS R-13B STDR-13B.dwg

51 JAN/03 TITLE BLOCK MLG Concrete Pavement Typical Joint Arrangement JAN/98 NTS R-14 STDR-14.dwg

52 JAN/03 TITLE BLOCK MLG Concrete Pavement Longitudinal Joints JAN/98 NTS R-14A STDR-14A.dwg

53 JAN/03 TITLE BLOCK MLG Concrete Pavement Transverse Joints JAN/98 NTS R-14B STDR-14B.dwg

54 JAN/03 TITLE BLOCK MLG Concrete Pavement Joint Detail JAN/98 NTS R-14C STDR-14C.dwg

55 JAN/98 TITLE BLOCK MLG Precast Concrete Curb JAN/98 NTS R-15 STDR-15.dwg

56 JAN/03 TITLE BLOCK MLG Hydraulically Pressed Concrete Curb JAN/98 NTS R-15A STDR-15A.dwg

57 JAN/03 TITLE BLOCK MLG Chain Link Fence Type "A" JAN/98 NTS R-16 STDR-16.dwg

58 JAN/03 TITLE BLOCK MLG Chain Link Fence Type "A" Banding Details JAN/98 NTS R-16A STDR-16A.dwg

59 JAN/03 TITLE BLOCK MLG Chain Link Fence Type "B" JAN/98 NTS R-17A STDR-17A.dwg

60 JAN/03 TITLE BLOCK MLG Gate Detail Type "B" JAN/98 NTS R-17B STDR-17B.dwg

61 JAN/03 TITLE BLOCK MLG Rate of Evaporation Nomograph JAN/98 NTS R-18 STDR-18.dwg

62 JAN/03 TITLE BLOCK MLG Hoarding for Walkway JAN/01 NTS R-19 STDR-19.dwg

63 W-Beam Elements and End Sections JAN/03 NTS R-20 STDR-20.dwg

64 Culvert Kelly Wyatt Jan/11 NTS R-21 STDR-21.dwg

65 A DIRECTION OF FLOW EMBANKMENT PIPE CULVERT BEDDING LINE GRANULAR BACKFILL EARTH BACKFILL 4 m A ROADWAY CROSS SECTION AT CULVERT CENTRE TOP OF SUBGRADE BEDDING LINE EMBANKMENT D PIPE CULVERT GRANULAR BACKFILL SLOPE SEE NOTE 5 D/2 0.15D EXCAVATED SLOPE SEE NOTE 6 GRANULAR BACKFILL EARTH BACKFILL B = GRANULAR BACKFILL DEPTH (TO BE SPECIFIED) C = EARTH BACKFILL DEPTH (TO BE SPECIFIED) 4 B + 3 D MIN. SECTION A-A NOTES: 1. THE ABOVE INSTALLATION DETAILS SHALL APPLY TO ROADBED CULVERTS AND CULVERTS IN APPROACHES UTILIZING GRANULAR BACKFILL. 2. FOR ARCH AND ELLIPTICAL CULVERTS, SUBSTITUTE R = RISE FOR D=DIAMETER. 3. BACKFILLING AND COMPACTION OF EARTH AND GRANULAR BACKFILL IS TO BE COMPLETED UP TO THE BEDDING LINE PRIOR TO SHAPING THE BED TO FITTHE BOTTOM OF THE PIPE. 4. THE MATERIAL IN THE TRIANGULAR WEDGE ABOVE THE BEDDING LINE SHALL BE COMPACTED WITH MECHANICAL IMPACT TAMPERS. 5. THE GRANULAR BACKFILL SLOPE SHALL NOT BE LESS THAN 2 HORIZONTAL TO 1 VERTICAL. 6. THE EXCAVATED SLOPE SHALL BE 8 HORIZONTAL TO 1 VERTICAL FOR EMBANKMENTS WITH A SPECIFIED DENSITY AND 4 HORIZONTAL TO 1 VERTICAL FOR EMBANKMENTS WITH NO SPECIFIED DENSITY. Installation of Culverts Using Granular Backfill Kelly Wyatt Jan/11 NTS R-21B STDR-21B.dwg

66 A DIRECTION OF FLOW EMBANKMENT PIPE CULVERT BEDDING LINE EARTH BACKFILL ROADWAY CROSS SECTION AT CULVERT CENTRE A TOP OF SUBGRADE BEDDING LINE EMBANKMENT PIPE CULVERT EARTH BACKFILL SLOPE: SEE NOTE 5 D/2 D EARTH BACKFILL 0.15D EXCAVATED SLOPE SEE NOTE 6 C = EARTH BACKFILL DEPTH (TO BE SPECIFIED) 2D MIN 2D MIN SECTION A - A NOTES: 1. THE ABOVE INSTALLATION DETAILS SHALL APPLY TO ROADBED CULVERTS AND CULVERTS IN APPROACHES UTILIZING EARTH BACKFILL. 2. FOR ARCH AND ELLIPTICAL CULVERTS, SUBSTITUTE R = RISE FOR D=DIAMETER. 3. BACKFILLING AND COMPACTION OF EARTH AND GRANULAR BACKFILL IS TO BE COMPLETED UP TO THE BEDDING LINE PRIOR TO SHAPING THE BED TO FITTHE BOTTOM OF THE PIPE. 4. THE EARTH MATERIAL IN THE TRIANGULAR WEDGE ABOVE THE BEDDING LINE SHALL BE COMPACTED WITH MECHANICAL IMPACT TAMPERS. 5. THE EARTH BACKFILL SLOPE SHALL NOT BE LESS THAN 2 HORIZONTAL TO 1 VERTICAL. 6. THE EXCAVATED SLOPE SHALL BE 8 HORIZONTAL TO 1 VERTICAL FOR EMBANKMENTS WITH A SPECIFIED DENSITY AND 4 HORIZONTAL TO 1 VERTICAL FOR EMBANKMENTS WITH NO SPECIFIED DENSITY. Installation of Culvert Using Earth Backfill Kelly Wyatt Jan/11 NTS R-21C STDR-21C.dwg