City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS
Revised January 2011 Page 1 of 2
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
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS
Revised January 2011 Page 2 of 2
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
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Alternate Pavement Structures
Stella Madsen
JAN/98 NTS R-1STDR-1.dwg
JAN/01 CEMENT DESIGNATION J.H.
JAN/03 TITLE BLOCK MLG
DEC/06 COLLECTOR STRUCTURE J.H.
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Cross Sectionsfor Asphaltic Concrete Pavements
Stella Madsen
Jan/98 NTS R-2STDR-2.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
NOTE:
ASPHALT
SUB-BASE
SUB-DRAINAGE SAND
BASE
SUB-GRADE
MEDIAN CURBCURB & GUTTER
ASPHALT
BASE
SUB-BASE
SUB-DRAINAGE SAND
PAVEMENT STRUCTURE ASSPECIFIED IN DWG. R-1
SUB-GRADE
CURB & GUTTER
MONOLITHIC WALK
c/w FILTER SLEEVE
CONSTRUCTION METHODS SHAPE TRENCH TO SUIT
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED.
100Ø PERFORATED DRAINAGE PIPE
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Cross Sections forGranular Base Pavement Structures
Stella Madsen
JAN/98 NTS R-2ASTDR-2A.dwg
JAN/03 GRANULAR DEPTH AT BOW J.H.
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Cross Sections forPortland Cement Concrete Pavements
Stella Madsen
JAN/98 NTS R-2BSTDR-2B.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED.
CL
RESIDENTIAL ZONE
BASECONCRETE PAVEMENT
MIN. 2% CROSS SLOPEASPHALTIC
COMPACTED SUBGRADE
PL LP
PAVEMENT STRUCTURESASPHALTIC CONCRETE PAVEMENTSAND ASPHALT BASE
5090 GRANULAR BASE COURSE
ASPHALTIC CONCRETE PAVEMENT50250
OR OR 110
MIN. 2% CROSS SLOPECONCRETE
BASEPAVEMENTASPHALTIC
CL
LP PL
50
OR
ASPHALTIC CONCRETE PAVEMENT40140 SOIL CEMENT BASE
OR
PAVEMENT STRUCTURES
13050 ASPHALTIC CONCRETE PAVEMENT
SAND ASPHALT BASE
COMPACTED SUBGRADE
BUSINESS OR INDUSTRIAL ZONE
350 GRANULAR BASE COURSEASPHALTIC CONCRETE PAVEMENT
FULL DEPTH ASPHALT140OR
THEN EXTEND ALLEY PAVEMENT TO2. IF PAVED PARKING LOT ABUTTS ALLEY
PROPERTY LINE .
3. GRADE LIMITS 0.6% - 6.0%
6100 - ( MULTI FAMILY 9150 )
5500 - ( MULTI FAMILY 8500 )
6100 OR 9150
5500 OR 8500
INSTALL GEOTEXTILE (PROPEX ORAPPROVED EQUAL) WHERE GROUNDCONDITIONS WARRANT INSTALLATION
INSTALL GEOTEXTILE (PROPEX OR APPROVEDEQUAL), SUB-DRAINAGE SAND ANDPERFORATED DRAINAGE PIPE.CONNECT TO CATCH BASIN WHERE THEYEXIST IN ALLEYS.
SUB-DRAINAGE SAND150 SUB-DRAINAGE SAND150SUB-DRAINAGE SAND150
SUB-DRAINAGE SAND150
SUB-DRAINAGE SAND150
SUB-DRAINAGE SAND150
SUB-DRAINAGE SAND
SUB-DRAINAGE SAND
SUB-DRAINAGE SAND
SUB-GRADE
CONSTRUCTION METHODS SHAPE TRENCH TO SUIT
ASPHALT
BASE
100 PERFORATED DRAINAGE PIPEc/w FILTER SLEEVE
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Alley Pavement Structures
Stella Madsen
JAN/98 NTS R-2CSTDR-2C.dwg
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
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Graded and Gravelled RoadRural Area
Stella Madsen
JAN/98 NTS R-2DSTDR-2D.dwg
JAN/03 SIDE SLOPE J.H.
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Cul-De-Sac
Stella Madsen
Jan/98 NTS R-2ESTDR-2E.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 CAP LOCATION J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Drainage Pipe Clean-out Detail
Stella Madsen
Jan/98 NTS R-2FSTDR-2F.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Crescent Corner
Stella Madsen
JAN/02 NTS R-2GSTDR-2G.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 DEFORMED BAR; NOTE 2 J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Rolled Curb and Gutter
Stella Madsen
JAN/98 NTS R-3STDR-3.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
T.W. STARTS FROM
DESIGN WIDTHS
REINFORCING
CONCRETE
RADIUS STARTS ATBACK OF CURB
ROUND EDGE BYTROWELING
550
330 50 130 40
20
200
100 100
360
130
80
150DESIGN WIDTH
600MM LONG 10M DEFORMED BARCENTRED ON 1.5M PANELS WHENCENTRE MEDIAN PAVING ORSIDEWALK TO FOLLOW.
CAST CONCURRENTLY WITH WALK.MAY BE OMITTED IN RESIDENTIAL AREAS IF CURB & GUTTERIN COMMERCIAL AND INDUSTRIAL AREAS.
2. 10M REINFORCING REQUIRED AT INTERSECTIONS ON RADII
UNLESS OTHERWISE NOTED.1. ALL DIMENSIONS ARE IN MILLIMETRES
NOTES:
JAN/03 DEFORMED BAR; NOTE 2 J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Curb and Gutter Sectionwith Walk Lip
Stella Madsen
JAN/98 NTS R-4STDR-4.DWG
JAN/03 TITLE BLOCK MLG
DEC/08 NOTE 2 J.H.
JUL/10 TITLE BLOCK JJA
T.W. STARTS FROM
DESIGN WIDTHS
REINFORCING
CONCRETE
RADIUS STARTS ATBACK OF CURBDESIGN WIDTH
ROUND EDGE BYTROWELING
510
330 50 130
360
80
100100
200
600MM LONG 10M DEFORMED BARCENTRED ON 1.5M PANELS WHENCENTRE MEDIAN PAVING ORSIDEWALK TO FOLLOW.
CAST CONCURRENTLY WITH WALK.MAY BE OMITTED IN RESIDENTIAL AREAS IF CURB & GUTTERIN COMMERCIAL AND INDUSTRIAL AREAS.
2. 10M REINFORCING REQUIRED AT INTERSECTIONS ON RADII
UNLESS OTHERWISE NOTED.1. ALL DIMENSIONS ARE IN MILLIMETRES
NOTES:
JAN/03 DEFORMED BAR; NOTE 2 J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Curb and Gutter Sectionwithout Walk Lip
Stella Madsen
JAN/98 NTS R-4ASTDR-4A.dwg
JAN/03 TITLE BLOCK MLG
DEC/06 NOTE 2 J.H.
JUL/10 TITLE BLOCK JJA
T.W. STARTS FROM
DESIGN WIDTHS
REINFORCING
CONCRETE
RADIUS STARTS ATBACK OF CURB
DESIGN WIDTHROUND EDGE BYTROWELING
550
330 50 130
360
40
2020
0
100 100
80600MM LONG 10M DEFORMED BARCENTRED ON 1.5M PANELS WHENCENTRE MEDIAN PAVING ORSIDEWALK TO FOLLOW.
40
130
CAST CONCURRENTLY WITH WALK.MAY BE OMITTED IN RESIDENTIAL AREAS IF CURB & GUTTERIN COMMERCIAL AND INDUSTRIAL AREAS.
2. 10M REINFORCING REQUIRED AT INTERSECTIONS ON RADII
UNLESS OTHERWISE NOTED.1. ALL DIMENSIONS ARE IN MILLIMETRES
NOTES:
JAN/02 LIP AT BOC; TIE BAR J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
ReverseCurb and Gutter Section
Stella Madsen
JAN/98 NTS R-4BSTDR-4B.dwg
JAN/03 NOTE 2 J.H.
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/02 DIMENSIONS; TIE BAR J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Centre Median CurbStandard
Stella Madsen
JAN/98 NTS R-5STDR-5.dwg
JAN/03 TITLE DESCRIPTION J.H.
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/03 NOTE 2 J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Hand FormedCentre Median Curb
Stella Madsen
JAN/98 NTS R-5ASTDR-5A.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
ASPHALT
GRANULAR
REINFORCING BAR
REINFORCING BAR
GRANULAR
ASPHALT
COMPACTED SUBGRADE
COMPACTED SUBGRADE
CONCRETEMEDIANPAVING
NOTES:
100
STRUCTURE
Top Lift
Bottom Lift
MEDIAN ON TOP LIFT OF ASPHALT
MEDIAN ON BOTTOM LIFT OF ASPHALT
VERTICAL REINFORCING BAR ON1.5m CENTRES TIED TO HORIZONTAL BAR
500mm LONG
PROVIDE 100mm by 40mm LIPEXCEPT WHENHAND FORMING
600m LONG 10MDEFORMED BAR CENTREDON 1.5M PANELS WHENCENTRE MEDIAN PAVINGTO FOLLOW
150
225
200
5025
40 150
240
200
250
100
STRUCTURE
VERTICAL REINFORCING BAR ON750mm CENTRES TIED TOHORIZONTAL BAR
500mm LONG
1. 10M REINFORCED BARS TO BE USEDVERTICALLY AND HORIZONTALLY ONALL SECTIONS.
2. ALL DIMENSIONS ARE IN MILLIMETRESUNLESS OTHERWISE NOTED.
500mm Long Vertical Reinforcing Bar on750mm Centrestied to Horizontal Bar
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Centre Median Curb Caston Asphaltic Pavement
Stella Madsen
JAN/02 NTS R-5BSTDR-5B.dwg
DEC/06 VERTICAL BAR SPACING J.H.
JUL/10 TITLE BLOCK JJA
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Centre Median Apron
Stella Madsen
FEB/04 NTS R-5CSTDR-5C.dwg
200
Taper = 1/2 W
125
TYP
ICA
LP
AV
EM
EN
T
NOTES:1. ALL DIMENSIONS ARE MILLIMETRES
UNLESS OTHERWISE NOTED.
Section B-B
VARIES12
0
3-20 GRAVEL
LEAVE 10mm WIDE x 30mmDEEP JOINT AT TOPFILL JOINT WITH APPROVEDJOINT SEALER
F.O
.C.
Section A-A
2.5m
W
MEDIAN CONCRETE
BOULEVARD AREA
VA
RIE
S
F.O.C.
F.O.C.
BB A
A
1.0m
(min
.)IF
W>2
.0M
MA
INTA
IN F
ULL
CU
RB
HE
IGH
T
APRON
APRON
0.75
m
Plan View
DEC/08 CREATED STANDARD DETAIL DRAWING RAA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
BullnoseCentre Median - End Treatment
Kelly Wyatt
Jan/11 NTS R-5DSTDR-5D.dwg
MAR/10 UPDATED STANDARD DETAIL DRAWING ELB
JUL/10 TITLE BLOCK JJA
JAN/01 REINFORCING COVER
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete Swale Section
Stella Madsen
JAN/98 NTS R-6STDR-6.dwg
JAN/02 NOTE 3 ADDED J.H.
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
NOTES:1. ALL DIMENSIONS ARE MILLIMETRES
UNLESS OTHERWISE NOTED.
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
CB With Concrete Apron
Kelly Wyatt
Jan/11 NTS R-6BSTDR-6B.dwg
JAN/03 GRANULAR MATERIAL DEPTH J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
MonolithicWalk, Curb and Gutter
Stella Madsen
JAN/98 NTS R-7STDR-7.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
NOTES:1. ALL DIMENSIONS ARE IN MIILIMETRES
UNLESS OTHERWISE NOTED.
2.
STANDARD CURB
R=400 R=400
150 GRANULAR MATERIAL
SLOPE 0.03m/m
SLOPE 0.03m/m
ROLLED CURB
R=25
150 GRANULAR MATERIAL
D/3 (TYP.)
10M (TYP.)REINFORCING
REINFORCING10M (TYP.)
D/3 (TYP.)
LONGITUDINAL 10M BARS TO EXTEND 300mm
TO TRANSVERSE 10M BARS AT 600 O.C. IN BEYOND THE TOP OF FLARE AND TO BE TIED
T.W. STARTSFROM DESIGN WIDTH
150 180 180 1200 OR 1500150
DESIGNWIDTH
100
70 TYP
.
13010
200
80
255 255
100
T.W. STARTSFROM DESIGN WIDTH
150 DESIGNWIDTH
330130 1200 OR 1500
10070 TY
P.
130
180
180
200
80
400 210
100
100
100
D
COMMERCIAL AND INDUSTRIAL CROSSINGS.
JAN/03 GRANULAR MAT'L DEPTH; NOTE 2 J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Reinforced MonolithicWalk, Curb and Gutter
Stella Madsen
JAN/98 NTS R-7ASTDR-7A.dwg
JAN/03 TITLE BLOCK MLG
JAN/03 NOTE 2 J.H.
JUL/10 TITLE BLOCK JJA
JAN/03 GRANULAR MATERIAL DEPTH J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Dowel Detailfor Cold Expansion Joints
Stella Madsen
JAN/98 NTS R-7BSTDR-7B.dwg
JAN/03 TITLE DESCRIPTION J.H.
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Structural SidewalkOption #1
Stella Madsen
JAN/11 NTS R-7CSTDR-7C.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 GRANULAR MATERIAL DEPTH J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Structural SidewalkOption #2
Stella Madsen
JAN/98 NTS R-7DSTDR-7D.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/03 GRANULAR MATERIAL DEPTH J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Combined Walk and Curb
Stella Madsen
JAN/98 NTS R-7ESTDR-7E.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/03 GRANULAR MATERIAL DEPTH J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete Walk
Stella Madsen
JAN/98 NTS R-7FSTDR-7F.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical SidewalkEnhancement
Stella Madsen
JAN/98 NTS R-7GSTDR-7G.dwg
JUL/10 TITLE BLOCK JJA
JAN/02 1500 DIMENSION CORRECTION J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Edging and Joint Detail
Stella Madsen
JAN/98 NTS R-8STDR-8.dwg
JAN/03 TITLE BLOCK MLG
JUL/10 TITLE BLOCK JJA
NOTES:1. ALL DIMENSIONS ARE MILLIMETRES
UNLESS OTHERWISE NOTED.
B.C.
E.C.
BACK OF CURB RADIUS(9000 STANDARD)
SLO
PE
SLOPE
SLOPE
RAMP10M REBAR
2. PEDESTRIAN RAMPS TO BE LOCATEDAT CENTER OF RADIUS.
3. RED COLOURED PIGMENT TO BE ADDEDTO CONCRETE SURFACE OF RAMP ONLY.
10 ABOVE GUTTER
50 DROP BACK WALK
MAXIMUM SLOPE 0.110m per m
FRONT VIEW
CONCRETE
150 GRANULAR MATERIAL
A-A SECTION OF RAMP
PLAN VIEWMIN
IMUM
1000
BACKOF W
ALK
330
200 13
0
610
130
1500 1500 1500
400
NOTE:IF WALK DOES NOT CONTINUEBEYOND E.C., TRUNCATE WALK ATE.C.MINIMUM GRADIENT TO BEPROVIDED ALONG GUTTERIS 0.6% - 1%
TO BE MINIMUM OF 1.0%4. GRADIENT OF GUTTER AROUND RADIUS
MINIM
UM1% GRADE
130100
100D/3 (Typ)
1500
1500
1500
5 - 10M REBAR EQUALLY SPACED
180
TACTILE MARKINGS
CONC. BOTTOM
EDGEOF AC
JAN/02 NOTE ADDED AT EC J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Pedestrian Rampat Radius
Kelly Wyatt
JAN/11 NTS R-9ASTDR-9A.dwg
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.
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Tactile Marking Tool
Stella Madsen
JAN/98 NTS R-9BSTDR-9B.dwg
JUL/10 TITLE BLOCK JJA
10 ABOVE GUTTER
50 DROP BACK WALKMAXIMUM SLOPE 0.110m per m
CONCRETE
150 GRAVEL
330
200
610
1500 2000 1500
400
20001500 1500
SLOPE
RAMP
TACTILE MARKINGS
CURBGUTTER
5000
SLO
PESLO
PE
CONTRACTION JOINT TYPICAL 1.5m AS PER R-8
130
CONC. BOTTOM
DEC/04 DEPTH OF LIP J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Pathway Rampat Mid-Block Crossing
Stella Madsen
JAN/03 NTS R-9CSTDR-9C.dwg
MAR/10 ADDED CONCRETE BOTTOM M.J.
JUL/10 TITLE BLOCK JJA
BACK OF CURB RADIUS(R=9m)
BACK OF CURB RADIUS
(R=12m)
SLOPE
RAMP
SLO
PERAM
P
SLOPE
RAMP
SLOPE
SLO
PE
RA
MP
SLO
PE
RA
MP
SLOPE
SLO
PE
SLO
PE
RA
MP
SINGLE PED RAMP STANDARD DETAIL
DOUBLE PED RAMP STANDARD DETAIL
WALK
E.C., TRUNCATE WALK AT E.C.
BACK OF
WALK
MINIM
UM
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
RA
MP
IF MEDIAN IS EQUAL TOOR GREATER THAN 4.5M
IF MEDIAN ISLESS THAN 4.5M
GENERAL NOTES:1. PEDESTRIAN RAMPS TO BE LOCATED AT
CENTER OF RADIUS FOR SINGLE STANDARD.
2. RED COLOURED PIGMENT TO BE ADDEDTO CONCRETE SURFACE OF RAMP ONLY.
3. MAX SLOPE ON RAMPS IS 8%SLOPE
SLO
PE
SLO
PE
SLOPE
4. IF WALK DOES NOT CONTINUE BEYOND
MEDIAN PED RAMP DETAIL
MEDIAN PED RAMP DETAIL
CR
OW
N
B A R RIE
R C
UR
B
SHOW CB TOBE LOCATEDAT EC OR BC
6. CB'S SHOULD BE LOCATED A MINIMUM OF 1.5m FROM EDGE OF TAPERED/SCORED PANEL.
5. MINIMUM GRADIENT TO BE PROVIDED ALONG GUTTER IS 0.6% - 1%
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Typical Ped Ramp Details
Kelly Wyatt
Jan/11 NTS R-9DSTDR-9D.dwg
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES
UNLESS OTHERWISE NOTED.
SLOPE VARIES ACCORDING TODESIGN WIDTH OF WALK
PLAN VIEW
ELEVATION
SECTION A-A
FACE OF GUTTER
2. SEE DRAWING R-7A AND SECTION 2550 FOR LOCATION ANDAPPLICATION OF REINFORCING THROUGH COMMERCIAL
AT PRIVATE CROSSINGS IN RESIDENTIAL AREAS.3. DIAGONAL JOINTS MAY BE ELIMINATED
150 GRANULAR MATERIAL
900 150
900 150
300
900 T.W. 900
330 180
200
180
160
150
50
50
180 THICK
20
WIDTH SHOWN IN R-2C FOR ALLEY CROSSINGS4. WIDTH AT BOW TO MATCH ALLEY PAVEMENT
SEE NOTE 4
10 ABOVE GUTTER
10
AND INDUSTRIAL CROSSINGS.
JAN/01 WIDTH AT ALLEY
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Combined Concrete Walk,Curb and Gutter Crossing
Stella Madsen
JAN/11 NTS R-10STDR-10.dwg
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.
JUL/10 TITLE BLOCK JJA
NOTE:
A
PLAN VIEW
SECTION A-A
A
VA
RIA
BLE
WID
TH
VARIABLE RADIUS
TO A MAXIM
UM
OF 1500
CONCRETE
DRIVEWAY
CONCRETE SIDEWALK
SWALE GUTTER
330
330
200
160
180
20
FACE OF CURB
DRIVEWAY SURFACE
SIDEWALK
150 GRANULAR MATERIAL
CONCRETE CURB& GUTTER
BO
ULE
VA
RD
VA
RIA
BLE
660
TAPER TOP OF CURBTO MATCH SIDEWALK
1. ALL DIMENSIONS ARE IN MILLIMETRESUNLESS OTHERWISE NOTED.
SEE NOTE 2
SEE NOTE 2
DRIVEWAY IS CONCRETE.2. USE 550 SWALE IF BOULEVARD
APPLICATION OF REINFORCING THROUGH COMMERCIAL3. SEE DRAWING R-7A AND SECTION 2550 FOR LOCATION AND
AND INDUSTRIAL CROSSINGS.
10
1.5m 1.5m
REBAR
REBAR - 10m Bar 600mm longevery 1.5m across the slab.Mid Slab (90mm)Slab ThicknessStart 1.5m from edge(divide the rest if less) TYP.
CURB
600
600
300 300
300300
JAN/03 GRANULAR MAT'L DEPTH; NOTE 3 J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Curb and Gutter Crossingwith Boulevard
Stella Madsen
MAR/09 NTS R-10ASTDR-10A.dwg
JAN/03 TITLE BLOCK MLG
DEC/06 NOTE 3 J.H.
DEC/08 ADDED REBAR RAA
DEC/08 UPDATED DETAIL RAA
JUL/10 TITLE BLOCK JJA
JAN/03 GRANULAR MATERIAL DEPTH J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete Curb and GutterCrossing
Stella Madsen
JAN/01 NTS R-10BSTDR-10B.dwg
JAN/03 TITLE BLOCK MLG
DEC/04 DEPTH OF LIP; NOTE J.H.
JUL/10 TITLE BLOCK JJA
JAN/03 GRANULAR MATERIAL DEPTH J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Curb and GutterResidential Crossing with Boulevard
Stella Madsen
JAN/01 NTS R-10CSTDR-10C.dwg
JAN/03 TITLE BLOCK MLG
DEC/04 DEPTH OF LIP J.H.
JUL/10 TITLE BLOCK JJA
JAN/03 CONSTRUCTION JOINT J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Catch Basin Box-Out(Rolled Curb)
Kelly Wyatt
JAN/11 NTS R-11STDR-11.dwg
JAN/03 TITLE BLOCK MLG
FEB/10 ADD REBAR AND CONTROL JOINT ELB
JUL/10 TITLE BLOCK JJA
JAN/03 CONSTRUCTION JOINT; TAPER J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Catch Basin Box-Out(Barrier Curb and Gutter)
Kelly Wyatt
JAN/11 NTS R-11ASTDR-11A.dwg
JAN/03 REBAR REMOVED J.H.
JAN/03 TITLE BLOCK MLG
MAR/10 ADDED REBAR M.J.
JUL/10 TITLE BLOCK JJA
JAN/03 CONSTRUCTION JOINT; TAPER J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Box-Out for Side InletCath Basins (Barrier Curb)
Kelly Wyatt
JAN/11 NTS R-11BSTDR-11B.dwg
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.
JUL/10 TITLE BLOCK JJA
JAN/03 CONSTRUCTION JOINT; TAPER J.H.
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Box-Out for Side InletCatch Basins (Rolled Curb)
Kelly Wyatt
JAN/11 NTS R-11CSTDR-11C.dwg
JAN/03 BOX OUT AT F.O.G. J.H.
JAN/03 TITLE BLOCK MLG
MAR/10 ADDED REBAR M.J.
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementManhole Isolation Detail
Stella Madsen
JAN/98 NTS R-11DSTDR-11D.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementCatch Basin Isolation Detail
Stella Madsen
JAN/98 NTS R-11ESTDR-11E.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementBarrier Curb (Integral)
Stella Madsen
JAN/98 NTS R-12STDR-12.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementLip Curb (Integral)
Stella Madsen
JAN/98 NTS R-12ASTDR-12A.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementCurb and Gutter Tie to Pavement
Stella Madsen
JAN/98 NTS R-13STDR-13.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementBarrier Curb Tie to Pavement
Stella Madsen
JAN/98 NTS R-13ASTDR-13A.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementBarrier Curb (Separate)
Stella Madsen
JAN/98 NTS R-13BSTDR-13B.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementTypical Joint Arrangement
Stella Madsen
JAN/98 NTS R-14STDR-14.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementLongitudinal Joints
Stella Madsen
JAN/98 NTS R-14ASTDR-14A.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementTransverse Joints
Stella Madsen
JAN/98 NTS R-14BSTDR-14B.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Concrete PavementJoint Detail
Stella Madsen
JAN/98 NTS R-14CSTDR-14C.dwg
JUL/10 TITLE BLOCK JJA
JAN/98 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Precast Concrete Curb
Stella Madsen
JAN/98 NTS R-15STDR-15.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Hydraulically PressedConcrete Curb
Stella Madsen
JAN/98 NTS R-15ASTDR-15A.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Chain Link FenceType "A"
Stella Madsen
JAN/98 NTS R-16STDR-16.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Chain Link FenceType "A" Banding Details
Stella Madsen
JAN/98 NTS R-16ASTDR-16A.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Chain Link FenceType "B"
Stella Madsen
JAN/98 NTS R-17ASTDR-17A.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Gate DetailType "B"
Stella Madsen
JAN/98 NTS R-17BSTDR-17B.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Rate of EvaporationNomograph
Stella Madsen
JAN/98 NTS R-18STDR-18.dwg
JUL/10 TITLE BLOCK JJA
JAN/03 TITLE BLOCK MLG
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Hoarding for Walkway
Stella Madsen
JAN/01 NTS R-19STDR-19.dwg
JUL/10 TITLE BLOCK JJA
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
W-Beam Elementsand End Sections
Stella Madsen
JAN/03 NTS R-20STDR-20.dwg
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Culvert
Kelly Wyatt
Jan/11 NTS R-21STDR-21.dwg
DIRECTIONOF FLOW EMBANKMENT
PIPE CULVERT
BEDDING LINE
ROADWAY CROSS SECTION AT CULVERT CENTRE
BEDDING LINE
PIPE CULVERT
A
A
GRANULAR BACKFILL
EARTH BACKFILL
EMBANKMENT
TOP OF SUBGRADE
GRANULAR BACKFILL SLOPESEE NOTE 5
EXCAVATED SLOPESEE NOTE 6
0.15D
B = GRANULAR BACKFILLDEPTH (TO BE SPECIFIED)
C = EARTH BACKFILL DEPTH(TO BE SPECIFIED)
SECTION A-A
D/2
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.
GRANULAR BACKFILL
EARTH BACKFILL
4 B + 3 D MIN.
4 m
D
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Installation of CulvertsUsing Granular Backfill
Kelly Wyatt
Jan/11 NTS R-21BSTDR-21B.dwg
BEDDING LINE
EARTH BACKFILL
EARTH BACKFILL
D
2D MIN 2D MIN
EMBANKMENTPIPE CULVERT
ROADWAY CROSS SECTION AT CULVERT CENTRE
0.15D
C = EARTH BACKFILL DEPTH(TO BE SPECIFIED)
EARTH BACKFILL SLOPE:PIPE CULVERT
D/2
EXCAVATED SLOPESEE NOTE 6
SEE NOTE 5
EMBANKMENT
BEDDING LINE
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.
A
A
TOP OF SUBGRADE
DIRECTIONOF FLOW
JUL/10 TITLE BLOCK JJA
CONSTRUCTION STANDARDS
Designed By: Approved:
Date Scale
Digital File:
Installation of CulvertUsing Earth Backfill
Kelly Wyatt
Jan/11 NTS R-21CSTDR-21C.dwg