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

Revised January 2011 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 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



Date Scale

Digital File:

Typical Cross Sectionsfor Asphaltic Concrete Pavements

Stella Madsen

Jan/98 NTS R-2STDR-2.dwg



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



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.





Date Scale

Digital File:

Typical Cross Sections forPortland Cement Concrete Pavements

Stella Madsen

JAN/98 NTS R-2BSTDR-2B.dwg



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 SAND

SUB-DRAINAGE SAND

SUB-DRAINAGE SAND

SUB-GRADE

CONSTRUCTION METHODS SHAPE TRENCH TO SUIT

ASPHALT

BASE

100 PERFORATED DRAINAGE PIPEc/w FILTER SLEEVE



Date Scale

Digital File:

Alley Pavement Structures

Stella Madsen

JAN/98 NTS R-2CSTDR-2C.dwg

JAN/02 GRANULAR BASE COURSE J.H.


DEC/06 SUB DRAINAGE DETAIL J.H.

DEC/08 SUB DRAINAGE DETAIL PV




Date Scale

Digital File:

Graded and Gravelled RoadRural Area

Stella Madsen

JAN/98 NTS R-2DSTDR-2D.dwg

JAN/03 SIDE SLOPE J.H.






Date Scale

Digital File:

Typical Cul-De-Sac

Stella Madsen

Jan/98 NTS R-2ESTDR-2E.dwg


JAN/03 CAP LOCATION J.H.



Date Scale

Digital File:

Drainage Pipe Clean-out Detail

Stella Madsen

Jan/98 NTS R-2FSTDR-2F.dwg






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Digital File:

Typical Crescent Corner

Stella Madsen

JAN/02 NTS R-2GSTDR-2G.dwg


JAN/03 DEFORMED BAR; NOTE 2 J.H.



Date Scale

Digital File:

Rolled Curb and Gutter

Stella Madsen




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:




Date Scale

Digital File:

Curb and Gutter Sectionwith Walk Lip

Stella Madsen

JAN/98 NTS R-4STDR-4.DWG


DEC/08 NOTE 2 J.H.


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





NOTES:




Date Scale

Digital File:

Curb and Gutter Sectionwithout Walk Lip

Stella Madsen



DEC/06 NOTE 2 J.H.


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


40

130




NOTES:

JAN/02 LIP AT BOC; TIE BAR J.H.



Date Scale

Digital File:

ReverseCurb and Gutter Section

Stella Madsen


JAN/03 NOTE 2 J.H.



JAN/02 DIMENSIONS; TIE BAR J.H.



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Digital File:

Centre Median CurbStandard

Stella Madsen


JAN/03 TITLE DESCRIPTION J.H.



JAN/03 NOTE 2 J.H.



Date Scale

Digital File:

Hand FormedCentre Median Curb

Stella Madsen




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




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Digital File:

Centre Median Curb Caston Asphaltic Pavement

Stella Madsen


DEC/06 VERTICAL BAR SPACING J.H.





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



Date Scale

Digital File:

BullnoseCentre Median - End Treatment

Kelly Wyatt

Jan/11 NTS R-5DSTDR-5D.dwg

MAR/10 UPDATED STANDARD DETAIL DRAWING ELB


JAN/01 REINFORCING COVER



Date Scale

Digital File:

Concrete Swale Section

Stella Madsen


JAN/02 NOTE 3 ADDED J.H.








Date Scale

Digital File:

CB With Concrete Apron

Kelly Wyatt

Jan/11 NTS R-6BSTDR-6B.dwg

JAN/03 GRANULAR MATERIAL DEPTH J.H.



Date Scale

Digital File:

MonolithicWalk, Curb and Gutter

Stella Madsen




NOTES:1. ALL DIMENSIONS ARE IN MIILIMETRES


2.

STANDARD CURB

R=400 R=400

150 GRANULAR MATERIAL

SLOPE 0.03m/m

SLOPE 0.03m/m

ROLLED CURB

R=25


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.



Date Scale

Digital File:

Reinforced MonolithicWalk, Curb and Gutter

Stella Madsen



JAN/03 NOTE 2 J.H.





Date Scale

Digital File:

Dowel Detailfor Cold Expansion Joints

Stella Madsen








Date Scale

Digital File:

Structural SidewalkOption #1

Stella Madsen






Date Scale

Digital File:

Structural SidewalkOption #2

Stella Madsen







Date Scale

Digital File:

Combined Walk and Curb

Stella Madsen

JAN/98 NTS R-7ESTDR-7E.dwg






Date Scale

Digital File:

Concrete Walk

Stella Madsen

JAN/98 NTS R-7FSTDR-7F.dwg






Date Scale

Digital File:

Typical SidewalkEnhancement

Stella Madsen

JAN/98 NTS R-7GSTDR-7G.dwg


JAN/02 1500 DIMENSION CORRECTION J.H.



Date Scale

Digital File:

Edging and Joint Detail

Stella Madsen






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


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.



Date Scale

Digital File:

Typical Pedestrian Rampat Radius

Kelly Wyatt





DEC/04 DEPTH OF LIP J.H.

DEC/06 NOTE 4 ADDED J.H.

MAR/10 REBAR ADDED M.J.





Date Scale

Digital File:

Tactile Marking Tool

Stella Madsen



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




Date Scale

Digital File:

Typical Pathway Rampat Mid-Block Crossing

Stella Madsen


MAR/10 ADDED CONCRETE BOTTOM M.J.


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%




Date Scale

Digital File:

Typical Ped Ramp Details

Kelly Wyatt

Jan/11 NTS R-9DSTDR-9D.dwg

NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES


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


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



Date Scale

Digital File:

Combined Concrete Walk,Curb and Gutter Crossing

Stella Madsen


JAN/03 GRANULAR MA'L DEPTH; NOTE 2 J.H.



DEC/06 NOTE 2 J.H.


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


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.



Date Scale

Digital File:

Curb and Gutter Crossingwith Boulevard

Stella Madsen

MAR/09 NTS R-10ASTDR-10A.dwg


DEC/06 NOTE 3 J.H.

DEC/08 ADDED REBAR RAA

DEC/08 UPDATED DETAIL RAA





Date Scale

Digital File:

Concrete Curb and GutterCrossing

Stella Madsen



DEC/04 DEPTH OF LIP; NOTE J.H.





Date Scale

Digital File:

Curb and GutterResidential Crossing with Boulevard

Stella Madsen





JAN/03 CONSTRUCTION JOINT J.H.



Date Scale

Digital File:

Catch Basin Box-Out(Rolled Curb)

Kelly Wyatt



FEB/10 ADD REBAR AND CONTROL JOINT ELB


JAN/03 CONSTRUCTION JOINT; TAPER J.H.



Date Scale

Digital File:

Catch Basin Box-Out(Barrier Curb and Gutter)

Kelly Wyatt


JAN/03 REBAR REMOVED J.H.


MAR/10 ADDED REBAR M.J.





Date Scale

Digital File:

Box-Out for Side InletCath Basins (Barrier Curb)

Kelly Wyatt


JAN/03 BOX OUT AT F.O.G. J.H.


JAN/05 REBAR ADDED J.H.

FEB/10 CATCH BASIN SET BACK 13mm M.J.





Date Scale

Digital File:

Box-Out for Side InletCatch Basins (Rolled Curb)

Kelly Wyatt


JAN/03 BOX OUT AT F.O.G. J.H.


MAR/10 ADDED REBAR M.J.





Date Scale

Digital File:

Concrete PavementManhole Isolation Detail

Stella Madsen






Date Scale

Digital File:

Concrete PavementCatch Basin Isolation Detail

Stella Madsen

JAN/98 NTS R-11ESTDR-11E.dwg





Date Scale

Digital File:

Concrete PavementBarrier Curb (Integral)

Stella Madsen






Date Scale

Digital File:

Concrete PavementLip Curb (Integral)

Stella Madsen






Date Scale

Digital File:

Concrete PavementCurb and Gutter Tie to Pavement

Stella Madsen






Date Scale

Digital File:

Concrete PavementBarrier Curb Tie to Pavement

Stella Madsen






Date Scale

Digital File:

Concrete PavementBarrier Curb (Separate)

Stella Madsen






Date Scale

Digital File:

Concrete PavementTypical Joint Arrangement

Stella Madsen






Date Scale

Digital File:

Concrete PavementLongitudinal Joints

Stella Madsen






Date Scale

Digital File:

Concrete PavementTransverse Joints

Stella Madsen






Date Scale

Digital File:

Concrete PavementJoint Detail

Stella Madsen






Date Scale

Digital File:

Precast Concrete Curb

Stella Madsen






Date Scale

Digital File:

Hydraulically PressedConcrete Curb

Stella Madsen






Date Scale

Digital File:

Chain Link FenceType "A"

Stella Madsen






Date Scale

Digital File:

Chain Link FenceType "A" Banding Details

Stella Madsen






Date Scale

Digital File:

Chain Link FenceType "B"

Stella Madsen






Date Scale

Digital File:

Gate DetailType "B"

Stella Madsen






Date Scale

Digital File:

Rate of EvaporationNomograph

Stella Madsen






Date Scale

Digital File:

Hoarding for Walkway

Stella Madsen






Date Scale

Digital File:

W-Beam Elementsand End Sections

Stella Madsen





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




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




Date Scale

Digital File:

Installation of CulvertUsing Earth Backfill

Kelly Wyatt

Jan/11 NTS R-21CSTDR-21C.dwg

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