ROADS & STORMWATER MANUAL
VOLUME 2 STANDARD DESIGN DETAILS FOR
ROADS & STORMWATER
PART 1 – ROADS JUNE 2015
Johannesburg Roads Agency SOC Limited (JRA)
CONTENTS 1.1 INTRODUCTION
1.2 ROADS: GENERAL DETAILS See index in section. 1.3 ROADS: DESIGN See index in section. 1.4 COMPLETE STREETS: DESIGN (including BRT and NMT) See index in section. 1.5 ROADS: BRT (BUS RAPID TRANSIT) See index in section.
PART 1 – ROADS JUNE 2015
DISCLAIMER The drawings in this document are intended as Standard Design Details. As such their principles should be adhered to.
However, designers are responsible for their own final designs undertaken on behalf of the Johannesburg Roads Agency SOC Limited, and as such they should amend or supplement the Standard Design Details according to specific design requirements
ACKNOWLEDGEMENTS City of Tshwane: Parts of drawings JRA-SD-RD-060 and JRA-SD-RD-140.
[PART 1: ROADS] June 30, 2015
Part 1 - page 1
1.1 INTRODUCTION
The Johannesburg Roads Agency’s “Roads & Stormwater Manual” comprises two volumes:
• Volume 1: Code of Procedure; • Volume 2: Standard Design Details for Roads & Stormwater:
Part 1: Roads; and Part 2: Stormwater.
In this part “Roadway Design” is divided into two sections, namely:
• Roads: General; and • Roads: Design.
The “Roads: General” section deals with overarching details such a road hierarchy matrix and various typical road cross sections which include cross-over references to the basic location of stormwater pipes within the different road cross sections and which is not repeated in Part 2: Stormwater. The “Roads: Design” section deals individually with many of the elements which may comprise parts of the detailed design of a section of roadway.
• Disabled roadway users include those pedestrians with sight impairment and/or physical mobility limitations.
The Standard Design Details have been grouped into four sets, namely:
• Section 1.2: Roads – General covering:
Road Classification; Urban Access Management; Basic Road Reserve Services Cross Sections.
• Section 1.3: Roads – Design covering the following categories of details:
Kerb Types; Entrances; Public Transport Laybys; Guardrails; Enclosed Areas; Parking Details; Traffic calming.
• Section 1.4: Roads – Complete Streets covering RISFSA road classes developed to future
potential including provision for BRT and NMT:
Mobility & Access; RISFSA Classes 2 to 6; Pedestrian/Disabled Persons Crossings Details.
• Section 1.5: Roads – BRT incorporating existing BRT standard details prepared by Royal Haskoning DHV.
It is understood that the “Standard Design Details for Roads & Stormwater” will be used within JRA and will be made available to developers and their consultant designers for application within the Greater Johannesburg Metropolitan area. The numbering of drawings within sections has been carried out in open ended groups to permit additional drawings to be inserted in future in the most appropriate group. For example, in section 1.3 Roads: Design, if an additional parking detail is required it can be inserted as JRA-SD-RD-113. The index sheet for section 1.3 will be amended accordingly with the drawing issue. The section index may run to extra pages if required.
June 30, 2015 [PART 1: ROADS]
Part 1.- page 2
1.2
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1.2 - ROADS: GENERAL
DRAWING NUMBER DRAWING DESCRIPTION
REVISION NUMBER 0 1 2 3 4 5
REVISION DATE JRA-SD-RG-010 Road Hierarchy Matrix-Urban Functional Road Classification 300615 JRA-SD-RG-011 Road Hierarchy Matrix-Urban Access Management Requirements and Features 300615 JRA-SD-RG-020 Contractor’s Board 300615 JRA-SD-RG-030 Services Cross Sections 10,5 m 300615 JRA-SD-RG-031 Services Cross Sections 13 m 300615 JRA-SD-RG-032 Services Cross Sections 16 m 300615 JRA-SD-RG-033 Services Cross Sections 20 m or Greater 300615 JRA-SD-RG-034 Services Cross Sections 30 m or Greater 300615 JRA-SD-RG-050 Typical Cross Section – Lightly Surfaced 300615 JRA-SD-RG-051 Typical Cross Section – Dust Palliative Road 300615
1.2 - ROADS: GENERAL
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-010
SCALE AS SHOWN: NTS
DATE: 11/11/2014
ROADS: GENERAL DETAILS
ROAD HEIRARCHY MATRIXURBAN FUNCTIONAL ROAD CLASSIFICATION
1. THIS TABLE IS A DIRECTREPRESENTATION OF TABLE C:URBAN FUNCTIONAL ROADCLASSIFICATION AS GIVEN IN THECOMMITTEE OF TRANSPORTOFFICIALS (COTO) "TRH 26-SOUTHAFRICAN ROAD CLASSIFICATIONAND ACCESS MANAGEMENTMANUAL" VERSION 1.0, AUGUST2012
2. SEE ALSO JRA-SD-RG-011 "URBANACCESS MANAGEMENTREQUIREMENTS AND FEATURES."
3. NOTE THE INCLUSION OF BRTTRUNK ROUTES IN THE TABLE"COMPLETE STREETS- MOBILITYAND ACCESS" UNDER CLASS 2 -DRAWING JRA-SD-RCS-010.
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-011
SCALE AS SHOWN: NTS
DATE: 11/11/2014
ROADS: GENERAL DETAILS
ROAD HEIRARCHY MATRIXURBAN ACCESS MANAGEMENT REQUIREMENTS AND FEATURES
1. THIS TABLE IS A SLIGHTLYMODIFIED VERSIONOF TABLE E:URBAN ACCESS MANAGEMENT ASGIVEN IN THE COMMITTEE OFTRANSPORT OFFICIALS (COTO)"TRH 26- SOUTH AFRICAN ROADCLASSIFICATION AND ACCESSMANAGEMENT MANUAL" VERSION1.0, AUGUST 2012.BOXES OUTLINED IN BLUE HAVEBEEN AMENDED TO JRAREQUIREMENTS.
2. SEE ALSO JRA-SD-RG-010 "URBANFUNCTIONAL ROADCLASSIFICATION".
3. NOTE THE INCLUSIONS OF BRTTRUNK ROUTES IN THE TABLE"COMPLETE STREETS- MOBILITYAND ACCESS" UNDER CLASS 2 -DRAWING JRA-SD-RCS-010.
1:5 MAX
1630
900MAX.
HOUSE CONNECTION SP 1500MIN. COVER BELOW TOP OFKERB
EXCAVATION INERF
NATURAL GROUND LEVEL
FLU
SH
MH
CO
VE
R
LOW-LYING GROUND LEVEL
HIGH-LYING GROUND LEVEL
1850
10 500
2700
ER
F B
OU
ND
AR
Y
1000 1000 300 300 2500
FH
1:5 1:50 3%
TELK
OM
1:2 MAX
1000 750
2000
1:5
ER
F B
OU
ND
AR
Y
SWSP
EC
550 550
1000 2000 1000
ELE
CTR
ICA
LO
VE
RH
EA
DC
ON
DU
CTO
R(O
PTI
ON
AL)
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-030
SCALE AS SHOWN: NTS
DATE: 18/11/2014
ROADS :GENERAL DETAILS
PLACING OF SERVICES WITHIN ROAD RESERVES(10.5m MINIMUM ROAD RESERVE)
1. ALL SLEEVES TO BE INSTALLED TO1000mm BACK OF KERBING.
2. TREES AND LAMP POLESALTERNATE AT 15m
3. REFER TO JRA-SD-SW-021 FOR PIPEDETAILS.
4. TREES AND LAMP POLES ON THESAME SIDE.
5. CONCRETE GUTTER SHOULD BEPLACED ON THE LOW SIDE OF THEROAD. REFER TO JRA-SD-RD-011FOR DETAILS.
6. WHERE A PAVED SIDEWALK IS REQUIRED, IT SHOULD BE PLACEDON THE SAME SIDE OF LAMP POLESAND THE UNDERLYING LAYERSHOULD BE STABILISED.
7. MOUNTABLE KERB FIGURE 8CREQUIRED.
8. ALL ROAD RESERVES TO BE 10.5mMINIMUM (SUBJECT TO JRAAPPROVAL).
9. WHEN PRACTICAL THESTORMWATER PIPE SHOULD NOTBE LOCATED UNDER THE ROAD.
EC - ELECTRICAL CABLESW - STORMWATERWP - WATER PIPEFH - FIRE HYDRANTSP - SEWER PIPEPT - TELKOM AND OTHER
COMMUNICATIONS SERVICES.
2000
550 550MAX1630
10001000 200060
0 M
IN
REFER TO JRA-SD-RG-011
MOUNTABLE KERB WITH GUTTER
N.G.L.
LOW-LYING GROUND LEVEL
FILLING IN ERF
1:2 MAX
1:50
1000
MIN
TELK
OM
1:5
WP
7501000
2000
2%
FH
1000
ER
F B
OU
ND
AR
Y
FIGURE 8c
3500
20001000
13000
CARRIAGEWAY
ER
F B
OU
ND
AR
Y
N.G.L.
SP 1500 MIN. COVER BELOW TOP OF KERB
1:51:50
SP
SEWER
SW
900
EC
HOUSE CONNECTION
1000 MIN
FLU
SH
MH
CO
VE
R
SUBSTATIONELECTRICAL
EXCAVATION IN ERF
HIGH-LYING GROUND LEVEL
1:5 MAX
3500
2000
1200
ELE
CTR
ICA
LO
VE
RH
EA
DC
ON
DU
CTO
R(O
PTI
ON
AL)
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-031
SCALE AS SHOWN: NTS
DATE: 30/10/2014
ROADS :GENERAL DETAILS
PLACING OF SERVICES WITHIN ROAD RESERVES(13m ROAD RESERVE)
EC - ELECTRICAL CABLESW - STORMWATERWP - WATER PIPEFH - FIRE HYDRANTSP - SEWER PIPEPT - TELKOM AND OTHER
COMMUNICATIONS SERVICES
1. ALL SLEEVES TO BE INSTALLEDTO 1000mm BACK OF KERBING.
2. TREES AND LAMP POLESALTERNATE AT 15m.
3. REFER TO JRA-SD-SW-021 FORPIPE DETAILS.
4. TREES AND LAMP POLES ON THESAME SIDE.
5. CONCRETE GUTTER SHOULD BEPLACED ON THE LOW SIDE OFTHE ROAD, REFER TOJRA-SD-RD-011 FOR DETAILS.
6. WHERE A PAVED SIDEWALK ISREQUIRED,IT SHOULD BEPLACED ON SAME SIDE AS THELAMP POLES AND THEUNDER-LYING LAYER SHOULD BESTABILISED (SEE JRA-SD-RD-040.)
7. MOUNTABLE KERB FIGURE 8cREQUIRED (SUBJECT TO JRAPRIOR APPROVAL).
8. ALL ROAD RESERVES TO BE 13mMINIMUM.
9. WHEN PRACTICAL THESTORMWATER PIPE SHOULDNOT BE LOCATED UNDER THEROAD.
ELE
CTR
ICA
LO
VE
RH
EA
DC
ON
DU
CTO
R
FLU
SH
MH
CO
VE
R
ER
F B
OU
ND
AR
Y
FIGURE 8c
CABLE DUCT
CARRIAGEWAY
MOUNTABLE KERB WITH GUTTER
FILLING IN ERF
LOW-LYING GROUND LEVEL
1200mm1000 750
NGL 2000
MAXSW
1960
TELK
OM
WA
TER
WP
FH
1:5
(1000)
MAX
1:2 MAX
1280
2%1:50
1000
MIN
.
1000
min
.
EXCAVATION IN ERF
SP 1500 MIN. COVER BELOW TOP OF KERB
HIGH-LYING GROUND LEVEL
1:5 MAX
10001000
2000
2000
SEWER
1:5 MAX
300
1:50
1000
MIN
.
HOUSE CONNECTION
16 000
REFER TO JRA-SD-RG-011
5 000
1000 3002000 NATURAL GROUND LEVEL
5 000
2000
SUBSTATION
ELECTRICAL
ER
F B
OU
ND
AR
Y
3 375
550 550
ERFEC
(OP
TIO
NA
L)
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-032
SCALE AS SHOWN: NTS
DATE: 11/11/2014
ROADS: GENERAL DETAILS
PLACING OF SERVICES WITHIN ROAD RESERVES(16m ROAD RESERVE)
1. ALL SLEEVES TO BE INSTALLEDTO 1000mm BACK OF KERBING.
2. TREES AND LAMP POLESALTERNATE AT 15m.
3. REFER TO JRA-SD-SW-021 FORPIPE DETAILS.
4. TREES AND LAMP POLES ON THESAME SIDE.
5. CONCRETE GUTTER SHOULD BEPLACED ON THE LOW SIDE OFTHE ROAD ,REFER TOJRA-SD-RD-011 FOR DETAILS.
6. WHERE A PAVED SIDEWALK ISREQUIRED,IT SHOULD BEPLACED ON SAME SIDE OF LAMPPOLES AND THE THEUNDER-LYING LAYER SHOULD BESTABILISED.
7. MOUNTABLE KERB FIGURE. 8cREQUIRED SUBJECT TO JRAPRIOR APPROVAL.
8. ALL ROAD RESERVES TO BE 16mMINIMUM.
EC - ELECTRICAL CABLESW - STORMWATERWP - WATER PIPEFH - FIRE HYDRANTSP - SEWER PIPEPT - TELKOM AND OTHER
COMMUNICATIONS SERVICES
2000CYCLE LANE
2000CYCLE LANE
EXCAVATIONIN ERF
HOUSE CONNECTIONSP 1500 MIN. COVERBELOW TOP OF KERB
NATURAL GROUND LEVEL
ELECTRICALSUBSTATION
ELE
CTR
ICA
LO
VE
RH
EA
DC
ON
DU
CTO
R
FLU
SH
MH
CO
VE
R
1000
MIN
.
FILLING IN ERF
REFER TO JRA-SD-RG-011CARRIAGEWAY
300 1000
6 5002575
ER
F B
OU
ND
AR
Y10
00M
IN.
EC
SP
SE
WE
R
900 1000 2000 10001500
ER
F B
OU
ND
AR
Y 6 500
1500 300
20001000
FH TELK
OM
WA
TER
1:5
1:2 MAX
NGL
1000WP
750
2000
LOW-LYING GROUND LEVEL
SW
1:50
2500
20 000
MAX 1500Ø
MOUNTABLE KERB WITH GUTTERFIGURE 8C
CABLE DUCT
60mm PAVING ON 20mmBEDDING SAND
1000
MIN
.
1:501:5 MAX
1:5 MAX
1000 1000
150mm SUB-BASE SIDEWALKSTABILISED TO C4 AT 93% MODAASHTO WITH 20mm SAND AND
60mm INTERLOCKING BLOCKSSURFACE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-033
SCALE AS SHOWN: NTS
DATE: 18/11/2014
ROADS :GENERAL DETAILS
PLACING OF SERVICES WITHIN ROAD RESERVES (20m ANDGREATER ROAD RESERVE FOR SINGLE CARRIAGEWAY)
1. ALL CABLE DUCTS TO BE INSTALLEDTO 1000mm BACK OF KERBING.
2. TREES AND LAMP POLESALTERNATE AT 15m INTERVALS.
3. MINIATURE SUBSTATIONS AREPLACED IN SERVITUDE ADJACENTTO ROAD RESERVE UNLESSPROBLEM THEN ON SIDEWALK ONLYIF WIDER THAN 4.5m.
4. REFER TO JRA-SD-SW-021 FOR PIPEDETAILS.
5. TREES AND LAMP POLES ON THESAME SIDE.
6. CONCRETE GUTTER ON THE LOWSIDE OF THE ROAD.
7. WHERE A PAVED SIDEWALK ISREQUIRED, IT SHOULD BE PLACEDON THE SAME SIDE OF LAMP POLESAND THE UNDERLYING LAYERSHOULD BE STABILISED.
8. SURFACING OF CYCLE LANESHOULD BE PREMIX ON 150mmSUBBASE(G7).
9. IF PAVED SIDEWALK IS SHARED ASA CYCLE LANE, SIDEWALK SHOULDBE HALF WIDTH PAVED WITHINTERLOCKING BLOCKS AND HALFWIDTH PREMIX.
EC - ELECTRICAL CABLESW - STORMWATERWP - WATER PIPEFH - FIRE HYDRANTSP - SEWER PIPEPT - TELKOM AND OTHER
COMMUNICATIONS SERVICES
30000
15000 15000
POSSIBLE 3 LANE CARRIAGEWAY2970 2300
CYCLE LANE(SEE NOTE 6)
300 REFER TO JRA-SD-RG-011 4860
ER
F B
OU
ND
AR
Y
1:4MAX
1:2MAX
1:5MAX.FH
TELK
OM
WA
TER
1:50MAX.
1000 1000 6352000
D\2
SW
1000
MIN
3%
100mm CABLEDUCT
MAX.1800
D\2
3304200
330
EC
100mm CABLE DUCT
FIG. 7 SEMIMOUNTABLE KERB
2970
ER
F B
OU
ND
AR
Y
MHCOVER
1:50MAX
1:5MAX
1:2MAX
1:5MAX
SPECIAL SERVICESEWER
NGL
HOUSE CONNECTION SP 1400MIN. COVER BELOW TOP OFKERB
HIGH-LYING GROUND LEVEL
1000 2300 1100 1100
2300CYCLE LANE(SEE NOTE 6)
3%
CL
ARMCOBARRIERSPLACE ATANGLE TO
TRAFFIC
LOW-LYING GROUND LEVEL
SIDEWALK 60mmPAVING ON 20mmBEDDING SAND
SIDEWALK SUB-BASESTABILISED TO C4 AT93% MOD AASHTO
EC
1000 1000 1000
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-034
SCALE AS SHOWN: NTS
DATE: 17/11/2014
ROADS :GENERAL DETAILS
PLACING OF SERVICES WITHIN ROAD RESERVES (30m ANDGREATER ROAD RESERVE FOR DUAL CARRIAGEWAY)
1. ALL CABLE DUCTS TO BE INSTALLEDTO 1000mm BACK OF KERBING.
2. TREES AND LAMP POLESALTERNATE AT 15m INTERVALS.
3. MINIATURE SUBSTATIONS AREPLACED IN SERVITUDE ADJACENTTO ROAD RESERVE UNLESSPROBLEM THEN ON SIDEWALK ONLYIF WIDER THAN 4.5m
4. REFER TO JRA-SD-SW-021 FOR PIPEDETAILS.
5. KERBS, FIG 3 BARRIER ANDCHANNEL.
6. SURFACING OF CYCLE LANESHOULD BE PREMIX ON 150mmSTABILISED SUBBASE TO G7 AT 93%MOD AASHTO.
7. WHERE A PAVED SIDEWALK ISREQUIRED THE UNDERLYING LAYERSHOULD BE STABILISED.
8. IF PAVED SIDEWALK IS SHARED ASA CYCLE LANE, SIDEWALK SHOULDBE HALF WIDTH PAVED WITHINTERLOCKING BLOCKS AND HALFWIDTH PREMIX.
EC - ELECTRICAL CABLESW - STORMWATERWP - WATER PIPEFH - FIRE HYDRANTSP - SEWER PIPEPT - TELKOM AND OTHER
COMMUNICATIONS SERVICES
SINGLE SEAL USING BITUMEN RUBBER ASBINDER (2.4 l/sq m) AND 13.2mm AGGREGATE.
150mm BASE LAYER OF AT LEAST G6 MATERIAL, STABILISEDWITH 2%-3% APPROPRIATE AGENT AND COMPACTED TO 95%MOD. AASHTO. PI AFTER STABILIZATION NOT TO EXCEED 6.
150mm ROADBED LAYER, RIPPED AND RECOMPACTEDTO 90% MOD. AASHTO (IF IN-SITU DCP CBR < 15%)
BO
UN
DA
RY
OF
RO
AD
RE
SE
RV
E
BO
UN
DA
RY
OF
RO
AD
RE
SE
RV
E
NATURAL GROUND LEVEL
SIDEWALK FILL COMPACTED TO 90%MOD. AASHTO DENSITY
MAX 1:5
CUT3% CROSSFALL
2000
200
VARIES (4500m MIN.)
3% CROSSFALL 3% CROSSFALLMAX 1:5
2000FILL
PREMIXED ASPHALT HAUNCHING(200x200mm ON LOWER SIDE ONLY)
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-050
SCALE AS SHOWN: NTS
DATE: 17/11/2014
ROADS :GENERAL DETAILS
TYPICAL CROSS SECTION OF LIGHTLY SURFACED ROADFOR DUST PREVENTION
1. SIDEWALKS IN CUT AND FILL TOHAVE A MIN. OF 2m WIDTHSLOPING TOWARDS THE ROADSURFACE AT 2% GRADIENT.
2. ALL SIDE FILL TO BE COMPACTEDTO A MINIMUM OF 90% OF MOD.AASHTO DENSITY.
3. ALL MATERIALS & CONSTRUCTIONTO CONFORM TO THEREQUIREMENTS OF SANS 1200 DM.
4. SUB SOIL DRAINS MUST BE PLACEDWHERE NECESSARY TO CONTROLHIGH WATER TABLES.
BO
UN
DA
RY
OF
RO
AD
RE
SE
RV
E
NATURAL GROUND LEVEL
150mm BASE LAYER OF AT LEAST G6 MATERIAL, STABILISED WITH 2%-3%APPROPRIATE AGENT AND COMPACTED TO 95% MOD. AASHTO. PIAFTER STABILIZATION NOT TO EXCEED 6.
MAX 1:5
CUT
CONCRETE SIDE DRAINS
150mm ROADBED LAYER, RIPPED AND RECOMPACTED TO 90% MOD.AASHTO (IF IN-SITU DCP CBR < 15%)
2% MIN CROSSFALL 2% CROSSFALLMAX 1:5
VARIES (4500m MIN.) 2000
200
2000
BO
UN
DA
RY
OF
RO
AD
RE
SE
RV
E
FILL
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRG-051
SCALE AS SHOWN: NTS
DATE: 07/06/2015
ROADS :GENERAL DETAILS
TYPICAL CROSS SECTION OF UNSURFACED ROAD
1. SIDEWALKS IN CUT AND FILL TOHAVE A MIN. OF 2m WIDTHSLOPING TOWARDS THE ROADSURFACE AT 2% GRADIENT.
2. ALL SIDE FILL TO BE COMPACTEDTO A MINIMUM OF 90% OF MOD.AASHTO DENSITY.
3. ALL MATERIALS & CONSTRUCTIONTO CONFORM TO THEREQUIREMENTS OF SANS 1200 DM.
4. CONCRETE DRAINS MUST BEPLACED WHERE SLOPES EXCEED2%.
5. GRADIENTS STEEPER THAN 5%REQUIRE SPECIAL DESIGN BYENGINEER TO PREVENT UNDUEEROSION.
1.3
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SIG
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1.3 – ROADS: DESIGN
DRAWING NUMBER DRAWING DESCRIPTION
REVISION NUMBER 0 1 2 3 4 5
REVISION DATE JRA-SD-RD-010 Standard Type Kerbs - 1 300615 JRA-SD-RD-011 Standard Type Kerbs - 2 300615 JRA-SD-RD-020 Kerb Transitions 300615 JRA-SD-RD-030 Vehicle Entrance Slab 300615 JRA-SD-RD-031 Mid to High Order Priority Access 300615 JRA-SD-RD-040 Typical Minibus Taxi Layby 300615 JRA-SD-RD-041 Typical Bus Layby 300615 JRA-SD-RD-050 Guardrails - 1 300615 JRA-SD-RD-051 Guardrails - 2 300615 JRA-SD-RD-052 Guardrails - 3 300615 JRA-SD-RD-060 Handrails, Balustrades, Bollards 300615 JRA-SD-RD-070 Standard Splays 300615 JRA-SD-RD-071 Splays on Curves 300615 JRA-SD-RD-080 Standard Turning Circles 300615 JRA-SD-RD-081 Hammerhead Turning Circle 300615 JRA-SD-RD-090 Controlled Access for Security Purposes 300615 JRA-SD-RD-091 Enclosed Area: Type 1 Access Detail 300615 JRA-SD-RD-092 Enclosed Area: Type 2A Closure Detail 300615 JRA-SD-RD-093 Time Controlled Enclosed Area: Type 2B Closure Detail 300615 JRA-SD-RD-094 Enclosed Area: Type 3 Closure Detail 300615 JRA-SD-RD-110 Parking Details - Design Vehicle (Red Book) 300615 JRA-SD-RD-111 Parking Details – 90o Parking 300615 JRA-SD-RD-112 Parking Details – 60o & 40o Angle Parking with Interlocking 300615 JRA-SD-RD-120 Traffic Calming/Speed Hump Detail 300615 JRA-SD-RD-121 Typical Raised Pedestrian Crossing 300615 JRA-SD-RD-122 Raised pedestrian Crossings – Disabled Friendly 300615 JRA-SD-RD-123 Other Traffic Calming Options 300615 JRA-SD-RD-130 Typical Layout Mini Circle 300615 JRA-SD-RD-140 Walkways and Cycle Tracks 300615
1.3 - ROADS: DESIGN
180
300
150
125
BARRIER KERBSANS (FIG. 3)
CAN ALSO BE USED AS MOUNTABLEKERBS
180
280
140
75
200
25
100
300
SEMI-MOUNTABLE KERBSANS (FIG. 7)
FOR USE IN MEDIANS ONLY
MOUNTABLE KERBSANS (FIG. 8c)
FOR INDUSTRIAL USE
250
100
RECTANGULAR KERBSANS (FIG. 10)
FOR HIGH SIDE KERBING IN LOWCOST DEVELOPMENTS
150
75
RECTANGULAR KERBSANS (FIG. 12)
EDGE RESTRAINS FOR PAVINGBLOCKS
R=20R=20
R=20
R=20
R=20
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-010
SCALE AS SHOWN: NTS
DATE: 25/11/2014
ROADS: DESIGN
STANDARD TYPE KERBS - 1
1. MOUNTABLE KERBS TO BE FIG.8C UNLESS OTHERWISESPECIFIED.
2. ALL KER SHAPES AND STRENGTHTO COMPLY WITH SANS 927.
3. CONCRETE HAUNCHING TO BEPLACED AT BACK OF KERBS ATALL JOINTS ON STRAIGHTS.
4. EXCLUDING THE USE OFCAST-IN-SITU CONCRETEKERBING IN EXISTINGDEVELOPED SUBURBS ANDTOWNSHIPS,
180
300
150
125
R=20
55
BACKFILL TO BE STABILIZED ANDCOMPACTED IN 100mm LAYERS TO 93%MOD. AASHTO DENSITY
EDGE OF EXCAVATION
200x200 IN-SITU CONCRETE (CLASS15/19)HAUNCHING CONTINUOUS BEHINDKERBING ON CURVES AND ONLY ATJOINTS ON STRAIGHTS
SUBBASE
INSITU CONCRETE (CLASS 15/19)
300125
R=20
CARRIAGE WAY
25
DETAIL OF BARRIER KERB (FIG. 3)
180
280
140
75
R=20
R=20
25360
200
CARRIAGE WAY
60
2 % SIDEWALK
2 % SIDEWALK
SUBBASE
BACKFILL TO BE COMPACTED IN100mm LAYERS TO 90% MOD.AASHTO DENSITY
EDGE OFEXCAVATION
200x200 IN-SITUCONCRETE (CLASS15/19)HAUNCHINGCONTINUOUS BEHINDKERBING ON CURVESAND ONLY AT JOINTSON STRAIGHTS
PRECAST SEMI MOUNTABLE KERB(1,0m LENGTHS ON STRAIGHTS
AND 0,3m LENGTHS ON CURVES)
PRECAST SEMI MOUNTABLE KERB(1,0m LENGTHS ON STRAIGHTSAND 0,3m LENGTHS ON CURVES)
DETAIL OF BARRIER KERB (FIG. 7)
INSITU CONCRETE (CLASS 15/19)
CLASS 25/19 CAST IN-SITUCONCRETE GUTTER CAST ONTOSUB-BASE. THICKNESS VARIESACCORDING TO BASETHICKNESS (MINIMUMTHICKNESS = 125mm) EXPANSIONJOINTS EVERY 10m ANDCONSTRUCTION JOINTS EVERY2m.
200
25
300
R=20
75 M
IN
20
PRECAST MOUNTABLE KERB (FIG. 8B OR 8C)
200x200mm CLASS15/19CONCRETE CONTINUOUSHAUNCHING ON CURVESAND ONLY AT JOINTS ONSTRAIGHTS
PRECAST KERB TO SABS927 FIG. 8C
1:4:8 CONCRETE
SUBBASE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-011
SCALE AS SHOWN: NTS
DATE: 25/11/2014
ROADS: DESIGN
STANDARD TYPE KERBS - 2
1. MINIMUM CONCRETE STRENGTHOF ALL CAST IN-SITU KERBS TOBE CLASS 25/19.
2. CONCRETE GUTTER TO HAVE ASTEEL TROWEL FINISH.
MOUNTABLE KERB AND GUTTER TOBARRIER KERBAND GUTTER
MOUNTABLE KERB TOBARRIER KERB
MOUNTABLE KERB TOSEMI-MOUNTABLE KERB
MOUNTABLE KERB TO KERB INLET SEMI-MOUNTABLE KERB TO KERB INLET
200x200 IN-SITU CONCRETEHAUNCHING BEHIND
PRECAST KERBS (SEEDWG. JRA-SD-R012)
125 450
100
200
150
300
2000 (NTS)
125 450
100
200
150
2000 (NTS)
20028
0
200 125 105 200
75 105 200
280
300
2000 (NTS)
300
2000 (NTS)
2000 (NTS)
300
12525
20030
0
12518
0
150 200
300
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-020
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
TYPICAL KERB TRANSITIONS
1. MINIMUM CONCRETE STRENGTHOF ALL CAST IN-SITU KERBS TOBE CLASS 25/19.
2. CONCRETE GUTTER TO HAVE ASTEEL TROWEL FINISH.
3. TRANSITIONS NEED TO BE STEELTROWEL FINISHED.
INSITU CONCRETECLASS 25/19
EXISTING KERB
CLASS 25/19INSITU CONCRETE
EXISTING KERB
SIDE WALKBLOCKS
PLAN
LAY FLAT
ROAD
150mm ROAD KERB
EXISTING GUTTER
60
25
300
610
60
EXISTING ROAD
EXISTING GUTTER
VEHICLE ENTRANCE(KERB OPENING)
BLOCKS
MINE SAND
BACKFILL TO BE COMPACTEDIN 100mm LAYERS TO 93% MODAASHTO DENSITY
150mm ROAD KERBLAY FLAT
BEDDING, CONCRETECLASS 25/19
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-030
SCALE AS SHOWN: NTS
DATE: 23/01/2015
ROADS: DESIGN
TYPICAL VEHICLE ENTRANCE SLAB
D2 - DETERMINED BY STORAGE LENGTHREQUIRED TO PROPERTY ACCESS
CONTROL POINT
D4**
D1 - LENGTH GOVERNED BY TAPER RATEREFER TO TABLE 8.2 IN UTG 1
R1***
DETAIL OF MID TO HIGH ORDER PROPERTY ACCESS
R1***
* D3 - WIDTH OF ACCESS DECELERATION / STORAGE LANE. MINIMUM = 2.5m** D4 - WIDTH OF PROPERTY ACCESS DEPENDENDENT ON ACCEES CONTROL
FACILITY WIDTH*** R1 - MINIMUM OF 8.0m BUT SHALL BE ADJUSTED TO SUIT THE TURNING
CIRCLES OF THE REQUIRED DESIGN VEHICLE
D3*
MAX
5%
EXISTING TRAFFICLANE
VERGE ELEMENTSAS REQUIREDD3*
MAX 5%
EXISTING TRAFFICLANE
VERGE ELEMENTSAS REQUIRED
SECTION A-ACHANGE IN REVERSE CROSSFALL BETWEEN TRAVEL LANES
NTS
SECTION A-ACHANGE IN REGULAR CROSSFALL BETWEEN TRAVEL LANES
NTS
PROPERTY ACCESS DECELERATION LANE
GENERAL THROUGH TRAFFIC LANE
A
A
DESIGNX-FALL
EXISTINGX-FALL
DESIGNX-FALL
EXISTINGX-FALL
ASPHALTSURFACING (NOTE 3)
D3*
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-031
SCALE AS SHOWN: NTS
DATE: 07/01/2015
ROADS: DESIGN
MID TO HIGH ORDER PROPERTY ACCESS
1. MID TO HIGH ORDER PROPERTYACCESS FOR TYPICAL PROPERTYTYPES AS FOLLOWS (BUT NOTLIMITED TO):
1.1. RESIDENTIAL DEVELOPMENT1.2. SMALL SHOPPING CENTER1.3. TEACHING INSTITUTION1.4. INDUSTRIAL DEVELOPMENT
2. TURNING RADII ARE INDICATIVEONLY AND SHOULD SUIT THETURNING CIRCLE OF THEREQUIRED DESIGN VEHICLE.
3. THE PAVEMENT STRUCTURE ISTO SUIT ANTICIPATED TRAFFICLOADING.
4. ROAD MARKINGS TO SUITAPPLICATION ON SITE.
5. THE MINIMUM LONGITUDINALGRADE IN THE ACCESS LANE TOBE 0.5%.
12000 12000 8000
FOOTWAY
LAY-BY
EDGING KERB, SANS 927FIG. 12 OR 5 AS SPECIFIED
POSITION OF SHELTER OR ANY OTHER RELATEDSTRUCTURE
SABS 927, FIG. 3 KERB
R=15m R=6m
R=12m R=12m
2500
150
2000
7530
0TRAFFIC DIRECTIONEXISTING ROADLAY-BY
PASSENGER WAITINGAREA/FOOTWAY
EXISTING CHANNEL (OR IN THE CASE OFNEW CONSTRUCTION FIG. 3 KERB LAID FLAT)PLAN OF TYPICAL MINIBUS-TAXI LAY-BY
CAST IN-SITU EDGE BEAM ORCHANNEL OR FIG.3 KERB LAID FLAT
SABS 927 FIG.12 OR 5KERB AS SPECIFIED
SABS 927 FIG.3 KERB
150mm SUB-BASE (C4) STABILISEDAND COMPACTED TO 93% MOD
AASHTO DENSITY
60mm INTERLOCKING BLOCKS
20mm SAND
150mm ROADBED REWORKED ANDCOMPACTED TO 90 % MOD AASHTODENSITYTYPICAL CROSS SECTION
2,5 % CROSSFALL
150mm SUB-BASE (C4), STABILIZED ANDCOMPACTED TO 93% MOD AASHTO DENSITY
EXISTING ROAD
60mm INTERLOCKING BLOCKS
20mm SAND
2000
SANS 927FIG.3 KERB
2500
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-040
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
TYPICAL MINIBUS-TAXI LAY-BY
1. SHOULD NO CHANNEL EXIST ASANS 927 FIGURE 3 KERB SHALLBE LAID ON IT'S BACK TO FORMTHE CHANNEL.
2. NO KERB INLET ALLOWED WITHINLAY-BY.
3. WHERE FIGURE 3 KERBING IS TOBE USED, 1m LENGTHS WILL BEREQUIRED ON STRAIGHTPORTIONS AND 0,3m LENGTHSON TRANSITIONAL CURVES WITHRADII < 15m.
4. SUBJECT TO FORMALISATION OFMINI-BUS ROUTES TACTILEPAVING, A SHELTER ANDMINI-BUS STOP SIGN R326 MAYBE PROVIDED IN THE MANNERSHOWN ON JRA-SD-RD-041.
60mm INTERLOCKINGBLOCK PAVING
PROPOSED KERB
EXISTING CHANNEL
18.0mMINIMUM 12.0m
15.0m 12.0m
GENERAL TRAFFIC LANE
GM1 LANELINE
RM7 EXCLUSIVEPARKING BAYMARKING
REAR KERB FOR THESIGHT IMPAIRED
CONCRETE OR INTERLOCKINGBLOCK PAVING
ADD 12.0m FOR EACH ADDITIONAL BUS STOP
±3.0
m±3
.0m
3.4m
TACTILE PAVING
DRAINAGE CHANNEL
REAR KERB FOR THESIGHT IMPAIRED
SHELTER
RM7.1
A
A
BUS
1
DRAINAGE CHANNEL
150mm SUBBASE (C4)STABILISED AND COMPACTED
TO 93% MOD AASHTO DENSITY
60mm INTERLOCKING BLOCKS
SUBBASE
CROSSFALL 1:40
EXISTING ROAD
JOINTED OR SEGMENTEDCONCRETE PAVEMENT
20mm SAND
±3m
FIG.3 BARRIER KERB
±3m150
SELECTED LAYERSUBGRADE
300
275 275
CROSS SECTION A-A THROUGH SIDEWALK AND LAYBY
RISFSAROADCLASS
TRADITIONALROADRESERVE WIDTH
TABLE RD-041-1RECOMMENDEDROADRESERVE WIDTH
345
302520
36-4036-4026-30
R3251
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-041
SCALE AS SHOWN: NTS
DATE:20/02/2015
ROADS: DESIGN
TYPICAL BUS LAYBY(RISFSA CLASS 3, 4 & 5 ROADS)
1. THIS BUS LAYBY DETAIL ISAPPROPRIATE FOR REA VAYAFEEDER SERVICES AND OTHERJOHANNESBURG BUS SERVICESOPERATING ON RISFSA CLASS 3,4 OR 5 CATEGORY ROADS.
2. IN THE CONTEXT OF NMTPROVISION, HOWEVER, THEINSTALLATION OF A BUSSHELTER SEVERELY RESTRICTSTHE SIDEWALK AVAILABLE TOPASSING PEDESTRIANS ANDCYCLISTS. IT IS THEREFORERECOMMENDED THAT IF A NEWRISFSA CLASS 3, 4 OR 5CATEGORY ROAD IS BEINGPLANNED FOR NMT AND PUBLICTRANSPORT THE ROAD RESERVEWIDTHS SHOULD BE INCREASED.SEE TABLE RD041-1.
3. IF A BUS LAYBY IS REQUIRED FORMULTIPLE STOPS THE LENGTHSHOULD BE INCREASED BY 15mPER STOP. BUS STOP SIGNS R325SHOULD SHOW THE SERVICEPROVIDER LOGO ON THE SIGNAND ROUTES ON ASUPPLEMENTARY PLATE.
4. FOR FURTHER DETAILS ON THEDESIGN AND CONSTRUCTION OFBUS BAYS IN URBAN AREAS WITHJOINTED/SEGMENTEDCONCRETE PAVEMENT REFERTO PCI ROAD NOTE 3.
WARRANTS FOR USE OF ROADSIDE BARRIERS
1000
Min
.
38003800
PORTION OF GUARDRAIL ANCHORED IN WALL OF EXCAVATION OR SIDE OF FILLING
450 x 1524mm CONCRETEANCHOR BLOCK
20
75
45
25
75x45mm REINFORCING PLATE
75 x 45mmREINFORCING PLATE
3mm THICK
25
25
326175-200
105
1000
Min
.
GU
AR
DR
AIL
OV
ER
LAP
75 x 45mmREINFORCING
PLATE
115 x 115 x 360SPACER BLOCK
NOTE: OVERLAPIN DIRECTION OFTRAFFIC
TRAFFIC
BOLT WITH OVALBEARER AND ACOUNTER SUNKNUT
M16 x 32mm SPLICEDBOLTS FOR JOINTING
OF RAILS AND ENDWINGS
FRONT ELEVATION OF OVERLAP
360
300
1595
-163
5
1000
Min
.
220-240
590
530
75 x 45mmREINFORCING PLATE
SPECIAL POSTBOLTWASHER
600 (MIN)(AS APPROVED BY
TRAFFIC ENGINEER)
ØM16 POST BOLTFOR ATTACHMENT
TO THE SUPPORTINGPOST
SIDE ELEVATION
PREMIX2%
1:1.5
BUFFER ZONEBEHIND GUARDRAIL2000 (SEE NOTE 5)
500 MIN.
URBAN DETAIL (SEE NOTE 5)
1:1.5
60mm INTERLOCKING BLOCKS20mm SAND
150mm STABILISED SUBBASECOMPACTED TO 93% MODAASHTO DENSITY
PEDESTRIANSECURITY FENCESUBJECT TO HEIGHTOF FILL
"RURAL" ORNON-NMT DETAIL(SEE NOTE 5)
DETAIL OF FIXING
360
300
25115 GUARDRAIL (SEEDETAIL ON DRGJRA-SD-RD-052
75x45mmREINFORCINGPLATE
SPECIAL POSTBOLTWASHER
M16~ POST BOLTFOR ATTACHMENT
TO THE SUPPORTINGPOST
175 TO Ø200mm TIMBERPOST (CREOSOTED
IMPREGNATED TIMBERPOST AS PER SANS
457-3-2000SPECIFICATIONS)
115x115x360mmCREOSOTED PINEOR EUCALYPTUSSPACER BLOCK
100
PLAN
326
OVERLAP INTRAFFIC DIRECTION
175 TO 200mm~ TIMBER POST1800mm LONG.(CREOSOTED TIMBERPOST AS PER SANS 457-3 2000)
115 x 115 x 360 CREOSOTED PINE OREUCALYPTUS SPACER BLOCK
GUARDRAIL AS PERSANS 1350-1982NOTE: POST TOP MAY BE EITHER
TAPERED 70 OR DOMED
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-050
SCALE AS SHOWN: NTS
DATE: 08/12/2014
ROADS: DESIGN
GUARDRAILS - 1
1. GUARDRAILS ARE REQUIRED INTHE FOLLOWING CASES:
1.1. WHERE WATER NEXT TO THE RDFORMATION IS DEEPER THAN1,5m.
1.2. AT ALL BRIDGES ON SIDE OFROAD.
1.3. ON THE OUTSIDE OF CURVESWITH RADII LESS THAN 300mWITHOUT RECOVERY AREAS.
1.4. WHERE OBSTRUCTIONS ARELESS THAN 1m FROM THESHOULDER BREAKPOINT.
1.5. WHERE AN OBSTRUCTIONAPPEARS TO BE MOREDANGEROUS THAN A GUARDRAILWOULD BE.
1.6. IN THE CASE OF EMBANKMENTS /FILLS, THE WARRANTS DIAGRAMWILL APPLY.
2. BEFORE GUARDRAILS AREERECTED APPROVAL MUST BEOBTAINED FROM THE EXECUTIVEDIRECTOR: ROADS ANDSTORMWATER.
3. SPECIFICATIONS:3.1. BOLT : HIGH TENSILE STEEL 16mm3.2. WASHER : STEEL SPRING 10mm
THICK.3.3. CREOSOTE SHALL COMPLY WITH
SANS 538 OR SANS 539.3.4. SPACERBLOCK : GUM OR PINE.
TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.
3.5. POLE : 150mm TO 230mm GUM ORPINE TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.
3.6. ALL GUARDRAILS SHALL BEGALVANIZED AS SPECIFIED (NOTPAINTED).
3.7. ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCEWITH THE REQUIREMENTS OFSANS 32/EN 10240 FOR TYPE A1OR B1 ARTICLES AS APPLICABLE(OR LATEST).
4. ALSO REFER TO SECTION 611 OFTHE STANDARD SPECIFICATIONFOR MUNICIPAL CIVILENGINEERING WORKS, 3rdEDITION, 2005.
5. NMT FACILITIES SHALL BEPROVIDED IN TERMS OF RISFSAROAD CLASSIFICATION (SEERCS-010 AND RCS-011). IF ACYCLIST FACILITY IS "OFF-ROAD"SURFACING SHALL BE ANAPPROPRIATE QUALITY PREMIXNOT INTERLOCKING BRICKS.
4000
X
Y
C=
1500
a/2 a/2 a/2
PARABOLIC TRANSITION L= 5a= 19050
a a
a/2 a/2 a/2 a a
C=
1000
C=
1500
C=
1500
PARABOLIC CURVE L = 11.7m VARIATION
70mm BETWEEN FRONTOF KERB AND GUARDRAIL
POSTS1905 c/c
CONCRETE GUTTER
TYPICAL GUARDRAIL AT NOSEWITH CRASH CUSHION
CURVAL END SECTION L=5a SPACINGOF POLES =1905mm
GUARDRAIL POLES AT STANDARDSPACING OF 3810mm
GUARDRAIL BROUGHTUP OVER 3 LENGTHS
PREFABRICATED END WING
FRONT ELEVATION
TAKE NOTE: a=3810mm
WIDENING OF FILL IF NECESSARY
INTERNAL (GUARDRAIL BROUGHT INOVER 5 LENGTHS)
SHOULDER BREAK POINT
DIRECTION OF TRAFFIC FLOW
CURVATURE y = C x 2
L2
LR - STRAIGHT GUARDRAILC - MAX OFFSET OF
PARABOLIC CURVEa - NORMAL SPACING OF
POLES = 3810mm
BALUSTRADELR = 5a MIN
BRIDGEIN CASES 3 AND 4 THE SPACINGOF POLES REMAINS a (CASE 4)
DIRECTION OFTRAFFIC FLOW
(CASE 3) DIRECTION OFTRAFFIC FLOW
BALUSTRADE
L = 5a
POSTS @ 950 C/C
LR = 10a (FIXED)6x a/2 7 x a
BALUSTRADE
L = 5a10 x a/2
SPACINGOF POLES
BRIDGEDIRECTION OFTRAFFIC FLOWDIRECTION OFTRAFFIC FLOW
(CASE 2)
(CASE 1)
BALUSTRADE
LR = 10a (MIN)6x a/2 7 x a
L = 5a10 x a/2 SPACING
OF POLES
LAYOUT PLANDETAIL OF MINIMUM GUARDRAIL LAYOUT
AT STRUCTURES
950
950
950
640
640
640
640
640
640
320
320
180
1801809090
SHOULDER LINE
DETAIL SHOWS A TYPICALSAND / DRUM TYPE CRASHCUSHION (SEE NOTE 5)
X
Y
C=
1500
a/2 a/2 a/2
PARABOLIC TRANSITION L= 5a= 19050
a a
a/2 a/2 a/2 a a
CURVAL END SECTION L=5a SPACINGOF POLES =1905mm
GUARDRAIL POLES AT STANDARDSPACING OF 3810mm
GUARDRAIL BROUGHTUP OVER 3 LENGTHS
PREFABRICATED END WING
FRONT ELEVATION
TAKE NOTE: a=3810mm
WIDENING OF FILL IF NECESSARY
INTERNAL (GUARDRAIL BROUGHT INOVER 5 LENGTHS)
SHOULDER BREAK POINT
DIRECTION OF TRAFFIC FLOW
CURVATURE y = C x 2
L2
ELEVATION
4000
530
NOSE
CONCRETEANCHOR BLOCK
GUARDRAIL
WOODENPOLES 1905 C/C DELINIATERS ATTACHED
AT EVERY 7.62m ( i.e.EVERY SECOND POST)
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
NOTES
JRA-SDRD-051
SCALE AS SHOWN: NTS
DATE: 06/01/2015
ROADS: DESIGN
GUARDRAILS - 2
1. GUARDRAILS ARE REQUIRED INTHE FOLLOWING CASES:
1.1. WHERE WATER NEXT TO THE RDFORMATION IS DEEPER THAN1,5m.
1.2. AT ALL BRIDGES ON SIDE OFROAD.
1.3. ON THE OUTSIDE OF CURVESWITH RADII LESS THAN 300mWITHOUT RECOVERY AREAS.
1.4. WHERE OBSTRUCTIONS ARELESS THAN 1m FROM THESHOULDER BREAKPOINT.
1.5. WHERE AN OBSTRUCTIONAPPEARS TO BE MOREDANGEROUS THAN AGUARDRAIL WOULD BE.
1.6. IN THE CASE OF EMBANKMENTS /FILLS, THE WARRANTS DIAGRAMWILL APPLY.
2. BEFORE GUARDRAILS AREERECTED APPROVAL MUST BEOBTAINED FROM THE EXECUTIVEDIRECTOR: ROADS ANDSTORMWATER.
3. SPECIFICATIONS:3.1. BOLT : HIGH TENSILE STEEL 16mm3.2. WASHER : STEEL SPRING 10mm
THICK.3.3. SPACERBLOCK : GUM OR PINE.
TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 10005-1999.
3.4. POLE : 150mm TO 230mm GUM ORPINE TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 10005-1999.
3.5. CREOSOTE SHALL COMPLY WITHTHE PROVISIONS OF SANS 538OR SANS 539.
3.6. ALL GUARDRAILS SHALL BEGALVANIZED AS SPECIFIED (NOTPAINTED).
3.7. ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCEWITH THE REQUIREMENTS OFSANS 32 / EN 10240 FOR TYPE A1OR B1 ARTICLES AS APPLICABLE(OR LATEST).
4. ALSO REFER TO SECTION 611 OFTHE STANDARD SPECIFICATIONFOR MUNICIPAL CIVILENGINEERING WORKS, 3rdEDITION, 2005.
5. THE USE OF A CRASH CUSHIONSHALL BE SUBJECT TOENGINEERING ASSESSMENT ANDDESIGN. SPECIFIC CUSHION TYPESHOULD BE BASED ON JRAREQUIREMENTS.
108 108163
25
65
SLOTTED HOLES30 ±2 x 22.5 ±0.5
POST BOLT HOLE26
44
84 ±
5
194
3
10°25°
35°±5
315 ±5
TRAFFIC FACE OFGUARDRAIL (SEE SECTION
AT POST BOLT HOLES)
NEUTRAL AXIS
SPLICE BOLT HOLES WITHCENTRES ON COMMONAXIS
(NOTE: THE PROFILE IS TO BE MAINTAINED IN THE SPLICE AREA)
2.6 NOM. MIN FOR STEEL
POST BOLT HOLE
R24
R24
CROSS-SECTION OF GUARDRAIL
1905
3810
4130 Min.
POST BOLT HOLE
SLOTTED HOLES 30±2 x 22.5 ±0.5
GUARDRAIL
500
± 5
45
± R=300
160 ± 5550 ± 10
BULLNOSE ENDWING - PLAN
2550
256
RIVET POSITION
FRONT ELEVATION
FRONT ELEVATION16
0
50
17SLOT
SECTIONAL PLANOF ASSEMBLY
BASEPLATE
50
145
33.5
16.5
17 SLOT
9
18
70
125
145
70° R18
GUARDRAIL DELINEATOR D1/TD1(SEE SADC-RTSM VOL. 4, CH12, PAGE 12.6.1)
95
20 20
157.
515
7.5
315
± 5
84 ±
5
45
318
140
160± 5 550 ± 10
230
± 20
SLOTTED HOLE 23mm x 29mm
USE M16Ø SPLICED BOLTS FORJOINING OF RAILS AND ENDWINGS
SLOTTED HOLE 19mm x 64mm
STANDARD TYPICAL FLARED ENDWING
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-052
SCALE AS SHOWN: NTS
DATE: 07/01/2015
ROADS: DESIGN
GUARDRAILS - 3
1. GUARDRAILS ARE REQUIRED INTHE FOLLOWING CASES:
1.1. WHERE WATER NEXT TO THE RDFORMATION IS DEEPER THAN1,5m.
1.2. AT ALL BRIDGES ON SIDE OFROAD.
1.3. ON THE OUTSIDE OF CURVESWITH RADII LESS THAN 300mWITHOUT RECOVERY AREAS.
1.4. WHERE OBSTRUCTIONS ARELESS THAN 1m FROM THESHOULDER BREAKPOINT.
1.5. WHERE AN OBSTRUCTIONAPPEARS TO BE MOREDANGEROUS THAN A GUARDRAILWOULD BE.
1.6. IN THE CASE OF EMBANKMENTS /FILLS, THE WARRANTS DIAGRAMWILL APPLY.
2. BEFORE GUARDRAILS AREERECTED APPROVAL MUST BEOBTAINED FROM THE EXECUTIVEDIRECTOR: ROADS ANDSTORMWATER.
3. SPECIFICATIONS:3.1. BOLT : HIGH TENSILE STEEL 16mm3.2. WASHER : STEEL SPRING 10mm
THICK.3.3. SPACERBLOCK : GUM OR PINE.
TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.
3.4. POLE : 150mm TO 230mm GUM ORPINE TREATED WITH CREOSOTEACCORDING TO ANY METHOD INSANS 1999.
3.5. CREOSOTE SHALL COMPLY WITHTHE PROVISIONS OF SANS 538OR SANS 539.
3.6. ALL GUARDRAILS SHALL BEGALVANIZED AS SPECIFIED (NOTPAINTED).
3.7. ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCEWITH THE REQUIREMENTS OFSANS 32/EN 10240 FOR TYPE A1OR B1 ARTICLES AS APPLICABLE(OR LATEST).
4. ALSO REFER TO SECTION 611 OFTHE STANDARD SPECIFICATIONFOR MUNICIPAL CIVILENGINEERING WORKS, 3rdEDITION, 2005.
Max BETWEEN SUPPORTS1500 1500
90
1200
100
1100
40
1020
40
200 min>
NOTE:
ALL OPEN ENDS OF HOLLOW SECTIONS TOBE COVERED WITH A 5mm THICK COVERPLATE WELDED TO THE HOLLOW SECTION.
NOTE: NOTE:THE HANDRAIL SHALL NOTBE FIXED TO BRICK WORK
80x40x4 RHS
12 mm SQUARE BARSAT 112 CENTRES
ELEVATION ON HANDRAIL/BALUSTRADE
CONCRETE DECK ORPARAPET WALL.
140x180x12 MS BASEPLATE WITH 4/14 Dia
HOLES FOR M12BOLTS.
HANDRAIL SHALL BEGALVANIZED FINISHINGSEE NOTE 3.6
RECTANGULAR HOLLOWSECTIONS (RHS) TO BEWELDED TO BASE PLATEWITH 5 mm C.F.W.
NOTE:12 Dia MS ANCHOR BOLTS.(TWO/BASE PLATE)
130
90
140
180
12
140x180x12 MSBASE PLATE. 6m C.F.W
14 DIA HOLES FORM12 HD BOLTS
BASE PLATE DETAILFOR STEELHANDRAIL
HOLDING DOWN BOLTS.
1. THE FOLLOWING SHALL APPLY TO HOLDING DOWN BOLTS:(i) BOLT AND WASHER PLATE MATERIAL SHALL BE GRADE 43
UNLESSOTHERWISE SPECIFIED.
(ii) BOLTS SHALL BE KEPT IN POSITION WHILE CONCRETING BYMEANS OF A TEMPLATE.
(iii) ROUND WASHERS TO BE USED UNDER NUTS SHALL BE OFSUFFICIENT SIZE TO PROVIDE ADEQUATE BEARING ON
BASE PLATE.(iv) BOLT SHANKS SHALL BE DEGREASED BEFORE EMBEDDING
IN CONCRETE.(v) HOLDING DOWN BOLTS SHALL BE SUPPLIED COMPLETE
WITH NUTS AND WASHERS.
2. NOTE: IF HILTI, RAWLBOLTS OR A SIMILAR TYPE OF BOLT ISUSED, EACH BOLT MUST BE ABLE TO RESIST A FORCE INDIRECT TENSION OF NOT LESS THAN 10kN.
325
420
200
750
100260
400
345200
215
120617
265250
B B
AA
23°
215
200
23051
11° 173
45
4°
B
265250
200
518
45159
173
97
617120
3°
A
30mmØ MILD STEEL PIPECAST IN CONCRETE
LIGHT FIXTURE(90Ø)93Ø HOLLOWSTEEL PIPE
FRONT AND SIDE ELEVATION
SEE NOTE 4.5
250
1000 14
00
10
1030
10
R =250
150 325R10 LINKS,150 PITCH6 Y10 BARS1125mm LONG
A A
SECTION B-B250 CONCRETE BOLLARD(SMOOTH OR EXPOSED
AGGREGATE FINISH)
B B
CHAMFERDETAIL
SEE NOTE 4.5
SECTION A-A150 CONCRETE BOLLARD
(SMOOTH FINISH)
SECTION C-C
B B
R10 LINKS,150 PITCH6 Y10 BARS1125mm LONG
SEE NOTE 4.5
R10 LINKS,150 PITCH6 Y10 BARS1125mm LONG
3D VIEW CONCRETE BOLLARD( EXPOSED AGGREGATE
FINISH)
1200
800
75mm Ø TIMBERHANDRAILING
150mm ØTIMBER POST
300mm x 300mm x 500mm
EXCAVATION TO BE BACKFILLEDWITH 1:12 CEMENT : SOILMIXTURE MIXED AT OPTIMUMMOISTURE CONTENT ANDTHOROUGHLY RAMMED INLAYERS NOT EXCEEDING 100mmIN COMPACTED THICKNESS.
TYPICAL POST AND RAIL TIMBER BALUSTRADE
NOTE:TO BE USED ON ROADRESERVE 500mm FROM KERB.
ALL TIMBER TO BECREOSOTED / CCA TREATEDTO SANS 538 OR 539.
1400
GALVANISED ORPOWDER COATED, AS
SPECIFIED. 100mmØ STEEL POSTS2mm WALL THICKNESS
TOP SECTION LOCKEDTO BASE PLATE
DETAIL A
BASE PLATE
400mm x 400mmx 500mm CLASS15/19CONCRETEFOOTING
FIXED REMOVABLE
PAVING MATERIALTO BE REINSTATED
TYPICAL STEEL BOLLARD
12 x 12 BARRELBOLT COMPLETEWITH 30mm VIROLOCK OR SIMILARAPPROVED
'L' SHAPE LIPPED KEYLOCK 10mm THICK x80mm LONG
10mm THICK BASEPLATE14 x 14 HOLE FORBARREL BOLT
SLOT FOR 'L'SHAPED KEY LOCK
BASE PLATEDETAIL
20
80200
200
DETAILA
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-060
SCALE AS SHOWN: NTS
DATE: 21/01/2015
ROADS: DESIGN
HANDRAILS/BALUSTRADE AND BOLLARDS
1. GENERAL:1.1 ALL MATERIAL AND WORKMANSHIP
MUST COMPLY WITH THEREQUIREMENTS OF THE LATESTRELEVANT SANS REQUIREMENTS.
1.2 ALL DIMENSIONS ARE INMILLIMETERS. (UNLESSOTHERWISE SPECIFIED)
1.3 ALL DIMENSIONS MUST BECHECKED AND APPROVED ON SITE.
2. REINFORCED CONCRETE:2.1 REINFORCED CONCRETE WORK
SHALL BE IN STRICT ACCORDANCEWITH SECTIONS 702, 703 AND 704 OFTHE STANDARD SPECIFICATIONSFOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.
2.2 CONCRETE COVER SHALL BE ASINDICATED ON THE DRAWINGS ORSPECIFICATIONS.
3. STRUCTURAL STEELWORK:3.1 STRUCTURAL STEELWORK SHALL
BE IN STRICT ACCORDANCE WITHSECTION 809 OF THE STANDARDSPECIFICATIONS FOR MUNICIPALCIVIL ENGINEERING WORKS, 3rdEDITION, 2005.
3.2 STRUCTURAL STEEL SHALL BEGRADE 300W UNLESS OTHERWISEINDICATED OR SPECIFIED.
3.3 COLD FORMED SECTIONS SHALL BEMADE FROM COMMERCIAL QUALITYSTEEL UNLESS OTHERWISESPECIFIED.
3.4 HOLDING DOWN BOLTS SHALL BEOF THE GRADE SPECIFIED ON THEDRAWINGS.
3.5 PAINTING OF STRUCTURALSTEELWORK SHALL BE IN STRICTACCORDANCE WITH THEREQUIREMENTS OF SECTION 806OF THE STANDARD SPECIFICATIONSFOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.
3.6 ALL STRUCTURAL STEEL,INCLUDING TUBES, SHALL BEGALVANIZED IN ACCORDANCE WITHTHE REQUIREMENTS OF SANS121/ISO1461 AND SANS 32/EN10240FOR TYPE A1 OR B1 ARTICLES ASAPPLICABLE (OR LATEST).
4. CONCRETE BOLLARDS:4.1 CONCRETE TYPE CLASS 30/19.4.2. CONCRETE FINISH AS SPECIFIED
ON DRAWINGS.4.3. STEEL REINFORCEMENT TO BE
6Y10 BARS WITH R10 LINKS AT150mm PITCH.
4.4. 20mm CONCRETE COVER TOREINFORCEMENT.
4.5. UNLESS OTHERWISE SPECIFIED,REFLECTIVE TAPE MUST BE FIXED INTHE RECESS TO ENHANCEVISIBILITY.
4.6. EXPOSED CONCRETE BACKFILLAROUND BOLLARD SPACE TO BEDETERMINED BY PAVING PROFILE.
15
15
32m
40m
-
-
-
-
--
-
-
1515
5
20
5
20
15
5
5
20
15
20
20
20
15
20
15
15
RO
AD
B
ROAD A
25m
15
-
15
15
15
RO
AD
A 55
20m
25m
5
5
5
5
15
-
-
16m5 55
55 5
5
5
55
5
1515
5
5
15
55
10m
13m5
5
5
5
55
5
5
55
5
5
5
5
5
-55
b
13m
a
RESERVEWIDTH
10m 20m16m
ROAD B
a
b
55
2015
5
20
15
5
15
15
2015
-
-
-
-
-
-
--
40m32m
a
b
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-070
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
STANDARD SPLAYS
"X" =
=MINIMUM B
(R-A) TAN - (R-B) - (R-A)
3.5 EXCEPT AT INTERSECTIONS
2°
BOUNDARY500 A=VERGE W
IDTH
EDGE ROADW
AY BGUARDRAILS
X
ANGLE = °DEFLECTION
200 4.5
300
5.0
4.5
5.0
3857 20
32
55
62
51
28
35
14
3351
49
62
2847
15
22
28
10
20
16
41
45
35
31
28
31
22
25
53
57
50
54
40
44
38
355.0
4.5
62
67
100
5.0
4.5
80
5.0
4.5
33
36
11
14 10
12
20
1230
35
21
25
20
26
20
19
16
15
27
10
22 18
7
9 7
39
14
32
10
16 13
26
12
30 4.0
5.0
4.5
9
46
18
50 4.0
5.0
204.5
21
8
10
12 9 7
39
16
18
1221
7
17 8
7
12
20
22
26
29
14
17 12
53
50 38
41
37
41
48
51
28
31
18
21
27
31
15
20
23
1317 10
7
2532
12 9
20 1015
1114 8
TABLE OF SPLAY DIMENSIONS "X"
B = 4
60
1113
80 70
164.020
90R A
°
12
90
79
3050 40 20 30
°B = 3.5
79
7080 60 4050 20
SIDEWALK
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-071
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
SPLAY DIMENSIONS AT CURVES
1. WHEN CONSIDERING SPLAYREQUIREMENTS DESIGNERSSHOULD DETERMINE THEULTIMATE SPATIAL NEEDS FORTHE PROVISION OF EFFECTIVENMT FACILITIES.
2. REFER TO COMPLETE STREETSDETAILS IN THE CONTEXT OFRISFSA ROAD CLASSIFICATIONREQUIREMENTS.
SYMMETRICAL TURNING CIRCLE
SYMMETRICAL TURNING CIRCLE
20 20 14,5
7,5 15 7,5
7,5
107,
5
25 M
IN.
30
22
BOUNDARY
2 MIN.
R15
R15
8,5
238,
5
432
4
3,5
3,5
7,5
7,5
(8.0
)(8
.0)
R25
R16
R25
25m
MIN
.
2m MIN.
R15
R10,5
2m M
IN.
BOUNDARY
40m MIN. 27 13
7,5
239,
5
432
4
44
R25
R1625m
MA
X.
8-10
m
16,37
4
4
8-10
m
6m MIN
2.25m MIN
2.25m MIN
R10,5
6m MIN
2.25m MIN
2.25m MIN
45° max
OFFSET TURNING CIRCLERESIDENTIAL AREAS
DETAIL - 080 -1
OFFSET TURNING CIRCLECOMMERCIAL / INDUSTRIAL AREAS
DETAIL - 080 - 2
R25
R25
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-080
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
STANDARD TURNING CIRCLES
RESIDENTIAL AREAS:
1. USE 25m RESERVES FOR SHORTCULS-DE-SAC.
2. "HAMMER HEAD" TURNING BAYS (T,Y OR L) ARE NOT FAVOURED ASTHE REVERSING MANOEUVRE ISHAZARDOUS FOR TRUCKS, BUTTHEIR USE IN CERTAINCIRCUMSTANCES MAY BEPERMITTED (SEE JRA-SD-RD-081).
3. NO PARKING PERMITTED WITHINTHE TURNING CIRCLE.
COMMERCIAL / INDUSTRIAL AREAS:
1. OFFSET TURNING CIRCLE ISNORMALLY PREFERABLE.
2. DESIRABLE MAX. CROSSFALL ONSURFACE OF 4%.
3. TURNING CIRCLE (BETWEENSTRAIGHTS) TO HAVE BARRIERKERBS WITH 0.2m WIDE GUTTER.
4. ALL ROAD WORKS TO COMPLYWITH SANS 1200 SERIES.
5. AN ISLAND MAY BE CONSTRUCTEDIN THE CIRCLE AND LANDSCAPEDIF DESIRED. REFER TOJRA-SD-RD-081.
18m MIN
6m MIN2.25m MIN
6m MIN
6m MIN
R6
R6
15.5 m
6m MIN2.25m MIN
R20
18m MIN2m MIN
2.25m MIN2.25m MIN(10.5m ROAD RESERVE)
DETAIL - 081 - 1
2.25m MIN
2m MIN
DETAIL - 081 - 2
2.25m MIN(10.5m ROAD RESERVE) (10.5m ROAD RESERVE)
DETAIL - 081 - 3
* *
* ** * *
MOUNTABLE KERB
AA
64.
5 M
IN.
4,5
MIN
.
16
25
R9
50
LANDSCAPED ISLAND MAYBE OMITTED
R 0,5m
R 15m MIN.
KERB
4.56.0
DETAIL - 081 - 4PRFERRED OFFSET TURNING CIRCLE CROSS SECTION A-A
THROUGH TURNING CIRCLE SHOWINGMAX. SLOPES WITH CROSSFALL
BARRIER KERB WITH 0.2mGUTTER ON LOW SIDE WITHCROSSFALL MAY BE REQUIRED
MAX. NATURAL SLOPE 10%
5.0
BO
UN
DA
RY
LIN
E
GL.
4.5
BO
UN
DA
RY
LIN
E
6% MAX.
4.55.06.0ISLAND
CARRIAGEWAY
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-081
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
HAMMER HEAD TURNING CIRCLES
1. MINIMUM OF 2m SIDEWALK MUSTBE PROVIDED.
2. ALL ROAD WORKS TO COMPLY TOSANS 1200.
3. KERB TYPE 8C IS TO BE USEDTHROUGHOUT.
4. OFFSET TURNING IS PREFERABLE5. DESIRABLE MAX. CROSS-FALL ON
SURFACE 4%.6. DIMENSIONS VARY ACCORDING
TO RESERVE WIDTH.7. ALL ROAD DIMENSIONS ARE EDGE
OF "BLACK TOP".8. "HAMMER HEAD" TURNING BAYS (T,
Y or L) ARE NOT FAVOURED ASTHE REVERSING MANOEUVRE ISHARZARDOUS FOR TRUCKS, BUTTHEIR USE IN CERTAINCIRCUMSTANCES MAY BEPERMITTED.
*
NOTESA. GENERAL
1. Any application deviating from these standards will be subject to approval by theJohannesburg Roads Agency.
2. Professional Investigations required to accompany application for road closures for safetyand security purposes:
(i) Traffic Impact Study addressing the effect on all adjoining primary and secondaryroads.(ii) Drainage investigation required if any permanent structure affects the existingroadway width.(iii) Engineering design for road layout if roadway is restricted by centre island for gatesupport.
3. After approval for the road closures for safety and security purposes has beengranted,application must be made for a wayleave to be issued by the Johannesburg RoadsAgency, prior to proceeding with the installation of the various structures.
NO WORK SHALL BE UNDERTAKEN WITHOUT AN APPROVED WAYLEAVE(SEE VOLUME I CODE OF PROCEDURE).
B. STANDARD REQUIREMENTS CLOSURE TYPE 1: ACCESS CONTROL, ENTRY INTOSECURE AREA
1. All access gates shall be manned. No remote access control shall be erected.2. Gateway:
a. Distance from intersecting road. (i) Distance to be determined by Traffic Impact Study. (ii) Minimum 10m.
b. Width of throughway : (i) Roadway less than 7.4m (See Detail 1 - JRA-SD-RD-091).
(1) Minimum - width of roadway. (2) Permanent structure to be outside roadway behind the kerbline.
(ii) Roadway width greater than 7.4m (See Detail 2 - JRA-SD-RD-091). (1) Minimum road reserve10.5m
(2) Centre support for boom to be provided and subject to special application. Engineering design will be required(See 2(iii) above).
3. Barrier :The barrier shall be constructed of steel pallisade or other approved material to a maximum height of 2.4m. Barbed or razor wire shall not be used.
4. Pedestrian access:Applications must ensure that pedestrian, bicycle and wheelchair access is available at alltimes. The access configuration shall also be disabled user friendly, BUT shall requirecyclists to dismount through the access.
C. STANDARD REQUIREMENTS CLOSURE TYPE 2a, 2b AND 3: PERMANENTLY CLOSED GATE OR PERIOD CLOSURE
1. A gateway with closing leaves shall be provided in all cases. No permanent structureshall be erected within the roadway save the provisions of (4) below.
2. Locking may only be done by using a chain and padlock. The gates may be kept inposition by a solid bolt.
3. The gates are to open towards the inside of the closed area unless otherwise detailedon application.
4. Closure Type 1, gateway, barrier and pedestrian access requirements anddimensions shall apply.
D. ROAD SIGNS AND OTHER SIGNS
1. No advertising shall be allowed.2. All road signs shall be subject to the conditions of the SADC Road Traffic Signs
Manual.3. Description of Information Type Sign:
All materials to comply with SANS 1519 standards.
Border radius: 57mm
Border colour: Black semi-matt
Border width: 14mm
Panel background: Yellow class: Retroreflective - Class 1
Text Mod: Text-B Mod
Text height: 100mm
Text colour: Black semi-matt
Distance from left edge: 42mm min
Distance between text: 42mm
4. Mounting position and height of prohibition and warning signs:a. The distance from the ground level to the bottom of sign must be between
1.8m and 2.1m.b. The distance from the back of kerb must be between 0.3m and 0.5m.c. The applicant shall ensure that signs are located in positions according to the
recommended guidelines and are visible to the travelling public taking note of obstructions on the road edge.
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-090
SCALE AS SHOWN: NTS
DATE: 07/01/2015
ROADS: DESIGN
CONTROLLED ACCESS FOR SECURITY PURPOSES
.
X
MIN
. 10m
UN
LES
S D
ETE
RM
INE
DO
THE
RW
ISE
BY
TR
AFF
IC S
TUD
Y
3
SEE DETAIL 1 OR DETAIL 2
1
23
PEDESTRIAN V-GATE
43 4
3
3
7
2 43
6DETAIL 1
ELEVATIONFOR NOTES REFER TO DRAWING JRA-SD-RD-090
2.4 m HIGH MAX.PALLISADE FENCING
PEDESTRIANDISABLED FRIENDLYALWAYS OPEN GATE
ROAD RESERVE WIDTH
ROAD WIDTH
7
53
6 DETAIL 2ELEVATION
FOR NOTES REFER TO DRAWING JRA-SD-RD-090
2.4 m HIGH MAX.PALLISADE FENCING
PEDESTRIANDISABLED FRIENDLYALWAYS OPEN GATE
ROAD RESERVE WIDTH
4
4.5m MIN ONE LANE 1.5m MIN 4.5m MIN ONE LANE
0.5m
BOOM SUPPORTS
0.5m
x2
21 3FR
OM
/DIS
TAN
CE
SIG
N D
ES
CR
IPTI
ON
WC TYPE (1400 x 1000)X/10m - 15m TO BE PLACED ON OUTSIDE OF PALLISADE FENCE
R1 (600) R3 (600)TO BE PLACED BEHIND R1
R103 (600) TO BE PLACEDEACH END OF ISLAND
4 5DETAIL 2
(900 AT ROAD JUNCTION)
TO BE PLACED ON BOTH SIDES OF BOOM SUPPORTW401 (600 x 150) W402 (600 x 150)
TO BE PLACED ON BOTH SIDES OF BOOM SUPPORT
FRO
M/D
ISTA
NC
E
76
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-091
SCALE AS SHOWN: NTS
DATE: 07/01/2015
ROADS: DESIGN
ENCLOSED AREA: TYPE 1 ACCESS DETAIL
1. ALL BOOMS TO BE WRAPPED INALTERNATING RED AND WHITECLASS 1 RETRO-REFLECTIVEMATERIAL.
2. ALL SIGNS AND BOOMS TO BEMAINTAINED IN EFFECTIVE VISIBLECONDITION FOR NIGHT-TIME USE.
X
SEE DETAIL 1
3 5 5
55
764
6 4
1
8
2
PEDESTRIAN V-GATE
RE
CO
MM
EN
DE
D P
OS
ITIO
N A
TE
ND
OF
SP
LAY
, MIN
. 10m
DETAIL OF PEDESTRIAN /WHEELCHAIR FRIENDLY CRITERIA
BA
CK
OF
KE
RB
PALLISADE FENCE
LOCKED GATE
PALLISADE FENCING
750-
950
750-
950
R750-R950
CURVED PALLISADE FENCEOR OTHER SUITABLE SECURITYFENCE
4
5
ROAD RESERVE WIDTH
ROAD WIDTH
PALLISADE FENCING2.4 m HIGH MAX.
RO
AD
NA
ME
ROAD NAME
73 6
5
DETAIL 1ELEVATION
FOR NOTES REFER TO DRAWING JRA-SD-RD-090
PEDESTRIANDISABLED FRIENDLYALWAYS OPEN GATE
5 6 7 8
SIG
N D
ES
CR
IPTI
ON
FRO
M/D
ISTA
NC
E
RO
AD
NA
ME
ROAD NAME
TO BE PLACED ON BOTH SIDES OF GATEW408 (1350 x 450)
X/120mR210 (600)
TO BE PLACED ON OUTSIDEOF PALLISADE FENCE
TO BE PLACED ON BOTH SIDESOF GATE - R3 (600)
31 4
FRO
M/D
ISTA
NC
ES
IGN
DE
SC
RIP
TIO
N 2
R209 (600)X/120m
IN4 (600 x 450) PLACE ATINTERSECTION BEFORE CLOSURE TO BE PLACED ON OUTSIDE OF PALLISADE FENCE
W407 (1350 x 450)TO BE PLACED ON BOTH SIDES OF GATE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-092
SCALE AS SHOWN: NTS
DATE: 07/01/2015
ROADS: DESIGN
ENCLOSED AREA: TYPE 2A CLOSURE DETAIL
1. THE SALIENT CRITERIA FOR APEDESTRIAN/WHEELCHAIRFRIENDLY OPENING IN A PALISADEFENCE ARE ILLUSTRATEDOPPOSITE. SPECIFIC MATERIALSARE NOT GIVEN TO TO ALLOWSOME FREEDOM IN DESIGN ANDAESTHETICS.
2. APPLICANTS FOR AREA CLOSURESHOULD SUBMIT SPECIFICDETAILS WITH THEIRAPPLICATION.
X
SEE DETAIL 1
4 5 5
55
876
7 6
1
2
3
PEDESTRIAN V-GATE
RE
CO
MM
EN
DE
D P
OS
ITIO
N A
TE
ND
OF
SP
LAY
, MIN
. 10m
DETAIL OF PEDESTRIAN /WHEELCHAIR FRIENDLY CRITERIA
BA
CK
OF
KE
RB
PALLISADE FENCE
LOCKED GATE
PALLISADE FENCING
750-
950
750-
950
R750-R950
CURVED PALLISADE FENCEOR OTHER SUITABLE SECURITYFENCE
4
5
ROAD RESERVE WIDTH
ROAD WIDTH
PALLISADE FENCING2.4 m HIGH MAX.
RO
AD
NA
ME
ROAD NAME
73 6
5
DETAIL 1ELEVATION
FOR NOTES REFER TO DRAWING JRA-SD-RD-090
PEDESTRIANDISABLED FRIENDLYALWAYS OPEN GATE
9 7 8
SIG
N D
ES
CR
IPTI
ON
FRO
M/D
ISTA
NC
E
RO
AD
NA
ME
ROAD NAME
TO BE PLACED ON BOTH SIDES OF GATEW408 (1350 x 450)
TO BE PLACED ON OUTSIDEOF PALLISADE FENCE
TO BE PLACED ON BOTH SIDES OF GATEW407 (1350 x 450)
53
FRO
M/D
ISTA
NC
ES
IGN
DE
SC
RIP
TIO
N 21 4
IN5 (600 x 450)X/30m - 60m
IN6 (600 x 450)X/30m - 60m
IN4 (600 x 450)X/10m - 40m TO BE PLACED ON OUTSIDE OF PALLISADE FENCE
R3 (600) - TO BE PLACEDBOTH SIDES OF GATE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-094
SCALE AS SHOWN: NTS
DATE: 07/01/2015
ROADS: DESIGN
ENCLOSED AREA: TYPE 3 CLOSURE DETAIL
1. THE SALIENT CRITERIA FOR APEDESTRIAN/WHEELCHAIRFRIENDLY OPENING IN A PALISADEFENCE ARE ILLUSTRATEDOPPOSITE. SPECIFIC MATERIALSARE NOT GIVEN TO TO ALLOWSOME FREEDOM IN DESIGN ANDAESTHETICS.
2. APPLICANTS FOR AREA CLOSURESHOULD SUBMIT SPECIFICDETAILS WITH THEIRAPPLICATION.
R1rR1R
r
PROPOSED SOUTH AFRICAN DESIGN VEHICLEFROM THE 'RED BOOK'
L
W
B
Of
Or
h
r
R
R1
**
14,0
15,0
15,0
16,0
17,0
17,5
18,0
4,2
4,4
5,0
2,5
2,5
2,6
2,5
2,4
45
60
90 *
1-WAY2-WAY
MODULE WIDTH MW (m)AISLE WIDTH AW (m)
OVERALL HEIGTH
REAR OVERHANG
FRONT OVERHANG
OVERALL WIDTH
WHEEL BASE
OVERALL LENGTH
VEHICLE DIMENSIONS
2,00m
1,20m
0,75m
4,80m
2,85m
1,80m
INSIDE REAR WHEEL
OUTSIDE POINT, FRONT BUMPER
OUTSIDE FRONT WHEEL
L
Or B Of
W
MINIMUM TURNING RADII**
DIMENSIONSYMBOL VALUE
3,10m
6,20m
5,85m
TURNING CIRCLE KERB-TO-KERB = 2 X R1TURNING CIRCLE WALL-TO-WALL = 2 X R
SUMMARY OF PROPOSED PARKING DIMENSIONSNO INTERLOCKING
* BASIC PROPOSED STANDARD
PARKINGANGLE Ø
BAY WIDTHBW (m)
BAY DEPTHBD (m)
SUMMARY OF PROPOSED PARKING DIMENSIONS
1-WAY2-WAY
5,0
5,0
5,3
4,9
8,0
7,5
7,0
5,4
5,2
17,0
17,5
18,08,0
7,5
7,0
ANGULAR PARKINGONE WAY
ANGULAR PARKINGTWO WAY
PERPENDICULAR PARKINGONE & TWO WAY
BD
AW
BD
MW
BW
BD
AW
BD
MW
BD
AW
BD
MW
Ø
Ø
Ø
BW
BW
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-110
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
PARKING DETAILS (SHEET 1 OF 3)
13,3
14,5
14,3
15,5
4,2
4,4
2,5
2,5
45
60
1-WAY2-WAY
MODULE WIDTH MW1 *** (m)AISLE WIDTH AW (m)
SUMMARY OF PROPOSED PARKING DIMENSIONSINTERLOCKING
PARKINGANGLE
Ø
BAY WIDTHBW(m)
BAY DEPTHBDn *
(m)
SUMMARY OF PROPOSED PARKING DIMENSIONS
1-WAY2-WAY
5,3
4,9
5,4
5,2
BD
nA
WB
Di
MW
1
Ø
BAY DEPTHBDi **
(m)
4,8
4,2 12,6
14,0
13,6
15,0
MODULE WIDTH MW2 **** (m)
1-WAY2-WAY
ANGULAR PARKINGTWO WAY
BD
nA
WB
Di
MW
1
Ø
BD
iA
WB
Di
MW
22,
0
Oi
NOT INTERLOCKING
INTERLOCKING AT CENTER STRIP
INTERLOCKING AT EDGE
INTERLOCKOVERLAP
Oi (m)
0,5
0,7
ANGULAR PARKINGONE WAY
NOT INTERLOCKING
INTERLOCKING AT CENTER STRIP
INTERLOCKING AT EDGE
BD
iB
Di
AW
MW
22,
0
Oi
INTERLOCKING AT CENTER STRIP
INTERLOCKING PATTERNSINTERLOCKING AT CENTRE STRIP
INTERLOCKING NOSE TO NOSEPARKING BAYS
INTERLOCKING 45° DIAGONALPARKING BAYS
* BDn - BAY DEPTH FOR NON INTERLOCKING** BDi - BAY DEPTH FOR INTERLOCKING*** MW1 - MODULE WIDTH WITH BAYS ON ONE SIDE INTERLOCKING**** MW2 - MODULE WIDTH WITH BAYS ON TWO SIDES INTERLOCKING
BW BW
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-111
SCALE AS SHOWN: NTS
DATE: 27/11/2014
ROADS: DESIGN
PARKING DETAILS (SHEET 2 OF 3)
PARALLEL PARKINGON STREET PARKING
2.5m
0.9m
100mm Ø DOT
6.5m
PARALLEL PARKINGPAIRED PARKING
2.2m
2.0m 5.0m
KERB PAVEMENT
KERB PAVEMENT
12.0m 2.0m5.0m
RM16 PARALLEL PARKING PARKING BAYFOR DISABLED PERSONS 7.0m (min)
2.2m
RAMP
6.5m
THIS TYPE OF PARKINGSHOULD PREFERABLY BE
LOCATED AT ONE ENDOF A BLOCK OF BAYS
100W
100Y
100W
RM17.3
= =0.75
1.0
0.6
R323-P *
KERBRAMPRAMP
5.3m
FO
R 6
0° P
AR
KIN
G /
4.9m
FO
R 4
5° P
AR
KIN
G2.15
m1.
0 1.2m
2.5m
2.5m
1.2m
2.90m1.39m
R323-P *+ IN11.5
R323-P *+ IN11.5
100Y
100Y
100W
RM17.3
RM17.3
ANGLED PARKINGPARKING BAYS FOR DISABLED PERSONS RM16
RAMP RAMPR323-P *+ IN11.5
R323-P *+ IN11.5
KERB
2.15
m1.
0 RM17.3 RM17.3
100Y
100Y
100W
5.0m
2.5m1.2mRM5 2.5m
1.2mRM5
PERPENDICULAR PARKINGPARKING BAYS FOR DISABLED PERSONS RM16
* = OPTIONAL SIGNS AND MARKING
100Y
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-112
SCALE AS SHOWN: NTS
DATE: 04/12/2014
ROADS: DESIGN
PARKING DETAILS (SHEET 3 OF 3)
Y
X
Wh
0,2
0,4
9m RM1 150mm WIDE WHITE
9m RM1 150mm WIDE WHITE
0,2
0,2
30°
B
AA
2
SPEED HUMP LAYOUT
X1 X2 X3 X4 X5 X6
75m
m
R 2.0m R 1.5m R 1.0m
SPEED HUMP CURVE DIMENSIONS - R
X1 0
X2 400
X3 800
X4 1200
X5 1600
X6 2000
Y1 0
Y2 27
Y3 46
Y4 63
Y5 72
Y6 75
X1 0
X2 300
X3 600
X4 900
X5 1200
X6 1500
Y1 0
Y2 27
Y3 46
Y4 63
Y5 72
Y6 75
X1 0
X2 200
X3 400
X4 600
X5 800
X6 1000
Y1 0
Y2 27
Y3 46
Y4 63
Y5 72
Y6 75
CL
CL
VARIES300MIN200 300
MIN200
75
OPENING FORSTORMWATER
OPENING FORSTORMWATER
SECTION B-BDETAIL OF SPEEDHUMP
RO
AD
ED
GE
SPEED HUMP
RO
AD
ED
GE
SECTION A-A 1
SECTION A-A 2DAY2 CONSTRUCTION
DAY1 CONSTRUCTION
B
30°
CL
CL
Wh - 800
Wh
RSEE TABLE
R
CONTINUOUSLY GRADED COARSEASPHALT WITH 4,5 % BITUMEN
25mm CONTINUOUSLYGRADED MEDIUM ASPHALT
WITH 5,5 % BITUMEN
DAY 1CONSTRUCTION
400mm7550
W416
W417+
W416
W417+
KEY INPREMIX
DAY 1CONSTRUCTION
EXCAVATE SURFACE TOTIE ROUNDING INTO THEEXISTING ROAD LEVEL
+/- 30
EXISTINGROAD LEVEL
EXISTINGROAD LEVEL
Wh 4.0m Wh 3.0m Wh 2.0m
R
EDGE ALTERNATIVE 1KERB AND CHANNEL
WITH / WITHOUTPAVED SIDEWALK
EDGE ALTERNATIVE 2LANDSCAPED VERGE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-120
SCALE AS SHOWN: NTS
DATE: 04/12/2014
ROADS: DESIGN
TRAFFIC CALMING / SPEED HUMP DETAIL
Y
X
Wh
0,2
0,4
9m RM1 150mm WIDE WHITE
9m RM1 150mm WIDE WHITE
0,2
0,2
30°
B
AA
2
SPEED HUMP LAYOUT
X1 X2 X3 X4 X5 X6
75m
m
R 2.0m
SPEED HUMP CURVE DIMENSIONS - R
X1 0
X2 400
X3 800
X4 1200
X5 1600
X6 2000
Y1 0
Y2 27
Y3 46
Y4 63
Y5 72
Y6 75
CL
CLVARIESMIN 1000
MIN200 MIN 1000
MIN200
75
OPENING FORSTORMWATER
OPENING FORSTORMWATER
SECTION B-BDETAIL OF SPEEDHUMP
RO
AD
ED
GE
SPEED HUMP
RO
AD
ED
GE
SECTION A-A 1 SECTION A-A 2DAY2 CONSTRUCTIONDAY1 CONSTRUCTION
B
CLCL
Wh - 800 Wh
RSEE TABLE
R
CONTINUOUSLY GRADED COARSEASPHALT WITH 4,5 % BITUMEN
25mm CONTINUOUSLYGRADED MEDIUM ASPHALT
WITH 5,5 % BITUMEN
DAY 1CONSTRUCTION
400mm7550
W416
W417+
W416
W417+
KEY INPREMIX
DAY 1CONSTRUCTION
EXCAVATE SURFACE TOTIE ROUNDING INTO THEEXISTING ROAD LEVEL
+/- 30
EXISTINGROAD LEVEL
EXISTINGROAD LEVEL
Wh VARIES
R
REFER TO DRAWINGJRA-SD-RD-122 FORSUGGESTED EDGE
TREATMENT / PEDESTRIANACCESS OPTIONS
MIN 2.4mR R
NO PROVISION OF DISABLED ACCESS
MIN 2400
30°
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-121
SCALE AS SHOWN: NTS
DATE: 04/12/2014
ROADS: DESIGN
RAISED PEDESTRIAN CROSSING (SHEET 1 OF 2)
A
CL
OPTION SECTION
1
DESCRIPTION
PEDESTRIANRAMPS
SUITABLE FORDISABLEDACCESS
2
RAISED PEDESTRIANCROSSING FROMTOP OF KERB TO
TOP OF KERB AT ACREST IN THE
ROADWAY
3
A
RAISED PEDESTRIAN CROSSING SUGGESTED EDGE TREATMENT / PEDESTRIAN ACCESS OPTIONSPLAN
RAISED PEDESTRIANCROSSING FROM TOPOF KERB TO TOP OF
KERB WITHPROVISION OF
STORMWATER INLETON UPSTREAM SIDEOF THE PEDESTRIAN
CROSSING. THIS WILLNEED TO TIE INTO AN
EXISTING PIPEDSTORMWATER
SYSTEM.
1:50(MIN)
KERB ANDCHANNEL
SIDEWALK(WIDTH VARIES)
SLOPES DOWN TOPEDESTRIAN CROSSING
RAMP(MAX 1:15)
TOP OFPEDESTRIANCROSSING
75
SIDEWALKLEVEL B
RAMP1:15 (MAX)
RAMP1:15 (MAX)
SIDEWALKLEVEL B
SECTION A-A
1:50(MIN)
PED CROSSINGLEVEL A
LEVEL A LEVEL B
C
CL
C
1:50(MIN)
KERB ANDCHANNEL
PEDESTRIANCROSSING
STORMWATER INLET ON UPSTREAMSIDE OF THE CROSSING. INLETDESIGN TO SUIT STORMWATER
REQUIREMENTS
GENERALGRADIENT OF
ROADWAY
SIDEWALK(WIDTH VARIES)
TOP OF PEDESTRIANCROSSING
SECTION C-C
1:50(MIN)
SIDEWALK(WIDTH VARIES)
TOP OF PEDESTRIANCROSSING
SECTION B-B
1:50(MIN)
B
CL
B
1:50(MIN)
KERB ANDCHANNEL
PEDESTRIANCROSSING
GENERALGRADIENT OF
ROADWAY
GENERALGRADIENT OF
ROADWAY
GENERALGRADIENT OF
ROADWAY
1:15(MAX)
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-122
SCALE AS SHOWN: NTS
DATE: 04/12/2014
ROADS: DESIGN
RAISED PEDESTRIAN CROSSING (SHEET 2 OF 2)
DETAIL 122-1 : RAISED TABLE INTERSECTION
GM5 BYCYCLEGUIDE LINES
TRAFFIC SIGNALSAND ROAD SIGNS
OMITTED FORCLARITY
RAISED TABLE
3
2
4 4
2
3
DETAIL 122-4. SPEED REDUCTION BY ROAD NARROWING
DETAIL 122-5. CHICANE
4 4
6
4
6
DETAIL 122-3 : BULBOUTS - RESIDENTIAL AREA
RETROSPECTIVE NMT& SPEED REDUCTION
OPTIONS
CYCLE LANE
5.5-
6m
5.5-6m
1
1
EXISTING PLANTING STRIP
EXISTING SIDEWALK
STORMWATERENTRY CURB CUT
SEDIMENT FOREBAYRIVER ROCKCHECKDAM TYP.
LATERALCURB CUT
STORMWATEREXIT CURB CUT
STORMWATERENTRY CURB CUT
STORMWATEREXIT CURB CUT
EXIST. STORM-WATER INLET
EXIST. STORM-WATER INLET
EXISTING PLANTING STRIP
EXISTING SIDEWALK
5m
DETAIL 122-2 : DECORATIVE WIDTH REDUCTION
R2.1
R325
R6
R304
2
1 & 3
4
5
6
R401/R402
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-123
SCALE AS SHOWN: NTS
DATE:18/02/2015
ROADS: DESIGN
TRAFFIC CALMING MEASURESVARIOUS TECHNIQUES
1. THE EXAMPLES SHOWN HAVE ONEREPRESENTATIVE. IN THE MAINTHEY ARE TECHNIQUES WHICHCAN BE USED AS PART OF ARETRO-FIT TRAFFICCALMING/COMPLETE STREETSPROGRAMME.
2. DETAIL 122-1 SHOWS TWO ONEWAY STREETS CONVERTED WITHA RAISED TABLE JUNCTION WITHRELATED NMT FACILITIES.
3. DETAIL 122-2INDICATES ADECORATIVE STREET WIDTHREDUCTION. DETAIL 122-5SHOWS A SIMILAR TECHNIQUEWHERE ALTERNATING ONE-WAYOPERATION & TRAFFIC CALMINGWITH CYCLE LANES HAS BEENINTRODUCED.
4. DETAIL 122.3 SHOWS BULB-OUTSTO REDUCE TRAFFIC SPEEDS.NMT FACILITIES UTILISE THESEBULB-OUTS FOR IMPROVEDSAFETY.
5. DETAIL 122-4 ILLUSTRATES HOW AWIDE STREET CAN BECONSTRAINED BY A MARKEDMEDIAN TO REDUCE SPEEDS.SUCH AN ARRANGEMENT MAYSUIT A LOCAL OR COLLECTORBUS ROUTE.
TYPICAL APPROACH ISLAND
AA
B
MIN
600
mm
5-10m
KEY IN PREMIX20mm
APPROX
WITH HAND HELD COMPACTORASPHALT PREMIX SHAPED
100-120mm
SECTION A-A
B
PREMIX ROAD SURFACE
SEMI MOUNTABLE KERBS TO BE USED
REFLECTIVE ROAD STUDS @ 600mmc/c (DOUBLE SIDED RED)
RESTRICT WIDTH TO SLOWAND DEFLECT TRAFFIC
REFLECTIVE ROAD STUDS @ 600 c/c(DOUBLE SIDED RED, ON ALLAPPROACHES)
R4
C
C
R2,2
ASPHALT MINI-CIRCLEPAINTED WHITE
W201
R4
4m
3.2-
3.5m
3m MIN.
RM15 TRAFFIC CIRCLEMANDATORY DIRECTIONARROWS (YELLOW) SEE VOL. 4Ch12 Pg12.3.5
R2,2
YIELD LINERTM2 (200mm)
YIELD CONTROLWM 5
W201 TRAFFIC CIRCLEWARNING SIGN
TYPICAL MINI TRAFFIC CIRCLE LAYOUT(ISLAND TO BE LOCATED AT CENTRE OF INTERSECTION)
TYPICAL ROAD STUD LAYOUT INALL APPROACHES
60-120m
W201 REFLECTIVE ROAD STUDS ON ALLAPPROACHES (DOUBLE SIDED RED)
R2,2 YIELD SIGN
100mm WHITE BARRIERLINE MIN. 15m
7,00m 5,00m 3.00m 2.5mapprox
2.5mapprox
ASPHALT APPROACH ISLANDPAINTED WHITE (TYPICALSETBACK 6.5m FROM CENTRE OFISLAND
ISLAND TO BE PAINTED ACCORDINGTO PATTERN ON DRG JRA-SD-R020
120
MA
X.
20
DIAMETER TO SUITINTERSECTION
SECTION C-C
ASPHALT PREMIX SHAPEDWITH HAND HELD
COMPACTOR KEY INPREMIX
ASPHALT PREMIX SHAPEDWITH HAND HELD
COMPACTOR
120
AP
PR
OX
. 20
KEY INPREMIX
SECTION B-B
MINI-CIRCLEROAD SIGNS
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-130
SCALE AS SHOWN: NTS
DATE: 05/12/2014
ROADS: DESIGN
TYPICAL LAYOUT OF MINI-CIRCLE
1. ALL ROAD SIGNS AND MARKINGSTO BE MANUFACTUREDACCORDING TO THESPECIFICATIONS OFSADC-RTSM, MAY 2012.
2. IT IS RECOMMENDED THAT THEMAXIMUM DIAMETER OF AMINI-CIRCLE, CONTROLLED BYSIGN R2.2 BE 6m.
3. IF A LARGER CIRCLE ISREQUIRED IT SHOULD BETREATED AS A TRAFFIC CIRCLEOR ROUNDABOUT. IN THIS CASECONTROL IS BY R2 YIELD SIGNAND THE ISLAND IS IDENTIFIEDBY R137 ROUNDABOUT SIGNS,ON THE CIRCLE, FACING ALLAPPROACHES.
4. TRAFFIC CIRCLE WARNING SIGNW201 MAY BE USED IN ADVANCEOF BOTH MINI-CIRCLES ANDROUNDABOUTS.
CENTRE LINE OF WALKWAY / CYCLE TRACKTO FOLLOW THE AVERAGE SLOPE OF THENATURAL GROUND. CHANGES OF GRADIENTOVER SHORT DISTANCES MUST BE AVOIDED.
NATURAL GROUND LINE
TRANSITION2000MIN.
VEHICLEENTRANCEVARIABLE
3000MIN
TRANSITION2000MIN.
150mm STABILISED BEDDINGMATERIAL COMPACTED TO 93%OF MOD. AASHTO DENSITY.
125 THICKAT VEHICLEENTRANCE
DESCRIPTIONTABLE B: GRADIENT REQUIREMENTS FOR SIDEWALKS
MAXIMUMGRADIENT OF SIDE WALK OR WALK WAY
ROAD GRADIENT LESS THAN 5%ROAD GRADIENT MORE THAN 5%
TRANSITION SECTIONS (e.g. KERB RAMPS)
MAXIMUM CROSS FALL IS 2% (1:50)
MAXIMUM 5%ROADGRADIENT
8,3% (1:12)
TYPICAL LONGITUDINAL SECTION OFWALKWAY / CYCLE TRACK
R110 R111 R112 R113 R114 R115
FIGURE 1(SEE NOTE 1.2) "W"
SEE TABLE A
150mm STABILISED CONSTRUCTIONBED TO BE COMPACTED TO 93% OF
MOD. AASHTO DENSITY.
125
SECTION B-B WALKWAY
100 100
20mm RIVERSAND
60mm SEGMENTAL PAVINGBLOCKS (SEE NOTE 3.7)
"W"SEE TABLE A
125
SECTION A-A CYCLE TRACK
100 100
CAST IN SITU CLASS 20/19CONCRETE (SEE NOTE 3.3)
25mm HOTMIX FINECONTINUOUSLY
GRADED ASPHALT
150mm STABILISED CONSTRUCTIONBED TO BE COMPACTED TO 93% OFMOD. AASHTO DENSITY.
xx
xx
xx
1000MIN.
"W"
1:50
ROAD RESERVE
"W"
(REFER TO TABLE A)SEE
TABLE A
ERF BOUNDARY
NATURAL GROUNDLEVEL
TRANSITIONTO N.G.L.
1000MIN.
SEE TABLE A
TRANSITIONTO N.G.L.
ERF BOUNDARY
TRAFFIC SIGNS FORPEDESTRIAN / CYCLISTS (REFERTO NOTE 1, 2 AND FIGURE 1)
NATURAL GROUND LEVEL1:50
TYPICAL CROSS-SECTION OF ROAD RESERVE WITH WALKWAY / CYCLE TRACK
PEDESTRIANCYCLIST
PEDESTRIANCYCLIST
BUFFER STRIP 600 MIN.(REFER TO TABLE A)
200-600
200-600
2000
B
BEDGE RESTRAINT(REFER TO NOTE 3)
HERRINGBONE PATTERN UNLESSOTHERWISE INDICATED ON THE DETAILDRAWINGS OR SPECIFIED BY THE ENGINEER.
"W"
SE
E T
AB
LE A
PLAN OF SEGMENTED PAVINGWALKWAY
2000
A
AEDGE RESTRAINT(REFER TO NOTE 4)
"W"
SE
E T
AB
LE A
PLAN OF PREMIX SURFACEDCYCLE TRACK
ELEMENTS OFCYCLE SPACEA ● LEFT SPACEB ● LANEC ● RIGHT SPACECYCLE LANES (VERTICAL CLEARANCE) 2.5m
1. KERB OR CHANNEL GULLY2. WALL, FENCE, BARRIER3. POLES OR BOLLARDS4. LANE- SINGLE FILE AND OVERTAKE5. LANE- 2ABREAST AND OVERTAKE6. OUTSIDE EDGE- 3m LANE - 30km/h7. OUTSIDE EDGE- 3m LANE - 60km/h8. OUTSIDE EDGE- BARRIER, RAISED KERB9. OUTSIDE EDGE- VEGETATIONCOMBINE RELEVANT ELEMENTS A+B+C
SIDEWALKS - NO BUFFER STRIPSSIDEWALKS - BUSINESS CENTRECYCLE TRACK - ONE WAYCYCLE TRACK - TWO WAYSHARED CYCLE TRACK/SIDEWALK(2 WAY PEDESTRIAN + 1 WAY CYCLE)
0.25m0.65m0.50m1.25m2.50m0.50m0.75m0.50m0.25m
2.5m MAX.
2.00m2.50m - 3.50m
1.80m1.80m3.20m
TABLE A: MINIMUM PEDESTRIAN ANDCYCLIST PROVISION
A
B
C
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRD-140
SCALE AS SHOWN: NTS
DATE: 19/01/2015
ROADS: DESIGN
WALKWAYS AND CYCLE TRACKS
1. GENERAL1.1 THE WIDTH OF ALL WALKWAYS
AND CYCLE TRACKSSHALL BE ACCORDING TO TABLE AUNLESS OTHERWISE INDICATEDON THE DETAIL DRAWINGS ORSPECIFIED BY THE ENGINEER.
1.2 IF REQUIRED REGULATORYTRAFFIC SIGNS R110 TO R115,APPROPRIATE TO THEAPPLICATION, SHALL BE ERECTEDAT POSITIONS INDICATED ON THEDETAIL DRAWINGS OR SPECIFIEDBY THE ENGINEER.
1.3 SIDEWALKS AND WALKWAYS SHALLBE DESIGNED FOR A MAXIMUMCROSS FALL OF 2% (1:50).
2. CAST IN-SITU CONCRETE2.1 CONCRETE TO BE CLASS 25/19.2.2 CONCRETE TO BE CURED FOR A
MINIMUM PERIOD OF 7 DAYS.2.3 UNFORMED CONCRETE
SURFACES SHALL BE FINISHED TOA CLASS U2 SURFACE FINISH.
2.4 ALSO REFER TO SECTIONS 610,702, 703 AND 704 THE STANDARDSPECIFICATIONS FOR MUNICIPALCIVIL ENGINEERING WORKS,3rd EDITION, 2005.
3. SEGMENT PAVING3.1 ALL PRECAST CONCRETE
SEGMENTAL BLOCKS SHALLCOMPLY WITH THE REQUIREMENTSOF SANS 1058, AND SHALL BESUPPLIED BY A MANUFACTURERAPPROVED BY THE ENGINEER.
3.2 THE BEDDING SAND AND SANDFOR JOINTING SHALL BEACCORDING TO SECTION 609 OFTHE STANDARD SPECIFICATIONFOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.
3.3 PRECAST EDGE RESTRAINTS AREPERMITTED IF INDICATED ON THE DETAIL DRAWINGS OR SPECIFIED BYTHE ENGINEER.
3.4 CONCRETE FOR CAST IN-SITUEDGE RESTRAINTS TO BE CLASS 20/19.
3.5 CONCRETE FOR CAST IN-SITUEDGE RESTRAINTS TO BE CUREDFOR A MINIMUM PERIOD OF 7 DAYS.
3.6 CAST IN-SITU EDGE RESTRAINTSSHALL BE CAST IN ALTERNATESECTIONS. THE EXPOSED ENDSURFACES OF THE FIRST CASTSHALL BE COATED WITHBITUMINIOUS EMULSION BEFORETHE INTERMEDIATE SECTION ISCAST. 6mm JOINTS SHALL BEPROVIDED WITH APPROVED JOINTFORMING MATERIAL AT 6mINTERVALS MAXIMUM.
3.7 THE COLOUR OF SEGMENTALPAVING BLOCKS SHALL BE ASFOLLOWS: WALKING AND CYCLINGAREAS: LIGHT GREY.FILL-IN AREAS: TERRA COTTA.
3.8 ALSO REFER TO SECTION 609 OFTHE STANDARD SPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERINGWORKS, 3rd EDITION, 2005.
1.4 – COMPLETE STREETS: DESIGN
DRAWING NUMBER DRAWING DESCRIPTION
REVISION NUMBER 0 1 2 3 4 5
REVISION DATE JRA-SD - RCS-010 Mobility & Access 300615 JRA-SD - RCS-011 Summary of Design Elements (CoJ – Complete Streets) 300615 JRA-SD - RCS-020 RISFSA Class 2: Arterial/Regional Distributor – Typical Details 300615 JRA-SD - RCS-021 RISFSA Class 2: Arterial/Regional Distributor – Typical Intersection with BRT Station 300615 JRA-SD - RCS-022 RISFSA Class 2: Arterial/Regional Distributor – Typical Station Details – Mid-Block 300615 JRA-SD - RCS-023 RISFSA Class 2: Arterial/Regional Distributor – 62 m Cross Section 300615 JRA-SD - RCS-024 RISFSA Class 2: Arterial/Regional Distributor – 62 m Cross Section – Additional Details 300615 JRA-SD - RCS-025 RISFSA Class 2: Arterial/Regional Distributor – Road Marking Details for BRT Lanes 300615 JRA-SD - RCS-030 RISFSA Class 3: District Distributor – Typical Details 300615 JRA-SD - RCS-031 RISFSA Class 3: District Distributor – Typical Details with BRT 300615 JRA-SD - RCS-040 RISFSA Class 4: CBD/Activity Street/Local Distributor/Boulevard – Typical Details 300615 JRA-SD - RCS-041 RISFSA Class 4: Industrial Road – Typical Details 300615 JRA-SD - RCS-050 RISFSA Class 5: Residential Collector – Typical Details 300615 JRA-SD - RCS-051 RISFSA Class 5: Residential Streets – Typical Details 300615 JRA-SD - RCS-060 RISFSA Class 6: NMT/Greenway/Multi-User Path – Typical Details 300615 JRA-SD – RCS-070 Basic Pedestrian/Disabled Persons Crossing Ramp Types 300615 JRA-SD – RCS-072 Typical Tactile Pedestrian Crossing – Signalised Intersection – Combination Ramping 300615 JRA-SD – RCS-073 Typical Tactile Pedestrian Crossing – Signalised Intersection – Parallel Ramping 300615 JRA-SD – RCS-074 Typical Tactile Pedestrian/Disabled Persons Ramp – Typical Section 300615
1.4 - COMPLETE STREETS: DESIGN
1.4
- C
OM
PL
ET
E S
TR
EE
TS
: DE
SIG
N
1. THE LEFT PORTION OF THIS TABLEIS A DIRECT REPRESENTATION OFTHE TABLE ON PAGES 10 AND 11OFTHE CITY OF JOHANNESBURG"COMPLETE STREETS" GUIDELINEWITH CYCLIST FACILITY CLASSESADDED - THIS INFO. ALSO FROM"COMPLETE STREETS" GUIDELINE.
2. THE RIGHT PORTION IS AROTATED VERSION OF THERISFSA MOBILITY AND ACCESSDIAGRAM.
3. REFER AS NECESSARY TODRAWING JRA-SD-RG-010 "URBANFUNCTIONAL ROADCLASSIFICATION" AND DRAWINGJRA-SD-RG-011 "URBAN ACCESSMANAGEMENT REQUIREMENTSAND FEATURES".
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-010
SCALE AS SHOWN: NTS
DATE: 14/11/2014
ROADS: COMPLETE STREETS
MOBILITY AND ACCESS
1. THIS TABLE IS A REARRANGEDVERSION TABLE 6.1 "SUMMARY OFDESIGN ELEMENTS" FROM CoJ"COMPLETE STREETS".
2. THE REARRANGEMENTS HAVEBEEN MADE TO CORRELATE WITHTHE RISFSA ROADCLASSIFICATION, AND INCLUDE:• ADDITION OF COLUMN 1- RISFSA
ROAD CLASS;• LOCATING "BRT TRUNK ROUTE"
LINE IN CLASS 2;•HIGHLIGHTING OF "(Small) CBD
ROAD/ACTIVITY STREET" WHICHIS NOT CLASSIFIED BYRISFSA/COTO.
3. IN ROAD CYCLE LANES AREOPTIONAL IN CLASS 2, 3 AND 4ROAD RESERVES SUBJECT TO APRIOR SAFETY AUDIT.
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-011
SCALE AS SHOWN: NTS
DATE: 04/02/2015
ROADS: COMPLETE STREETS
SUMMARY OF DESIGN ELEMENTS
40.00
GR
EE
N Z
ON
E
5.20 11.40 6.80 11.40 5.20
0.30
3.50
0.600.80
3.60
0.80
5.206.80
PE
DE
STR
IAN
/CY
CLE
SH
AR
ED
SID
EW
ALK
GR
EE
N Z
ON
ES
HO
ULD
ER
(4)
LAN
E
A - ACROSS SECTION
TYPICAL 40m ROAD RESERVE - URBAN
LAN
E
3.50 3.50
SH
OU
LDE
R (4
)
GR
EE
N Z
ON
E
0.30
3.50
0.60 0.80
3.60
0.80
PE
DE
STR
IAN
/CY
CLE
SH
AR
ED
SID
EW
ALK
GR
EE
N Z
ON
ES
HO
ULD
ER
(4)
LAN
E
LAN
E
3.503.50
SH
OU
LDE
R (4
)
R113 R115R2.1
NON MOTORISED TRANSPORTTYPICAL ROAD SIGNS
MOUNTED BACK-TO-BACK
1 2
GM1 STANDARD W
RM8.5Y
RM8.3Y
RM8.3YRM8.2Y
GM3.3W RM4.2W
RM4.1Y
RM3W
TYPICAL 40m ROAD RESERVE - URBAN
GM1 EXTRA W
12
21
2
TACTILE RAMPS(SEE DWGS IN
JRA-SD-RCS 070 SERIES)
A
A
INSET X
INSET X
GREEN ZONESPEDESTRIAN SIDEWALK
RTM1W
RTM3W
GREEN ZONES 1 WAY CYCLE TRACK
WM2 EXTRA W
MIN. INTERSECTION SPACING 800m (±15%) - NO ACCESS BETWEEN INTERSECTIONS
1
GM1 REDUCED W
GM4.1(W)
GM4.1(W)
GM4.1(W)
GM4.1(W)1
2
WM7.5WWM7.3W
WM7.3W
WM7.2W
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-020
SCALE AS SHOWN: NTS
DATE: 26/01/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRIBUTORTYPICAL DETAILS
1. ROAD MARKING DETAILS AREREPRESENTATIVE BUT NOTIONAL.REFER TO SADC-RTSM VOLUMES 1,2 & 4 FOR FULLY DIMENSIONEDDETAILS.
2. REFER TO JRA-SD- RCS-021 FORDETAILS WITH BRT.
3. THIS ROAD CLASS MAY BEPROVIDED IN ROAD RESERVES UPTO 62m IN WIDTH. SUBJECT TOPLANNED REQUIREMENTS ANYEXTRA WIDTH MAY BEDISTRIBUTED BY PROVIDINGSHOULDERS(1.8m MIN. TO 3.0mMAX) WITHIN GREEN ZONES ANDCENTRAL MEDIAN.
4. "SHOULDERS" INDICATED ARENOMINAL CLEARANCES FOR ROADMARKINGS RM4.1 AND RM4.2.
5. TRAFFIC SIGNALS OMITTED FORCLARITY (REFER TOJRA-SD-RCS-070 SERIES).
6. ROAD SIGN OPTIONS RELATED TONMT FACILITY USE ONLY ARE SHOWN.
7. CYCLE PATHS ARE ONE-WAYFACILITIES.
YELLOW ROAD MARKING
WHITE ROAD MARKING
NOTIONAL TACTILEPEDESTRIAN FACILITIES
Y
W
CROSS SECTION A-ATYPICAL 62m ROAD RESERVE WITH BRT STATION AT JUNCTION
GE
NE
RA
L TR
AFF
IC(F
UTU
RE
RIG
HT
ON
LY L
AN
E)
RIG
HT
ON
LY L
AN
E(R
EM
OV
AB
LE/P
AIN
TED
-FU
TUR
E B
RT
LAN
E)
BR
T
UP TO 62m
3.60 3.40 3.40 3.50 3.502.50
3.603.403.403.503.50
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-2-W
AY
VA
RIA
BLE
LEFT
ON
LY L
AN
E(S
HO
ULD
ER
)
GE
NE
RA
LTR
AFF
IC
STA
TIO
N
LEFT
ON
LY L
AN
E(R
EM
OV
AB
LE/P
AIN
TED
-FU
TUR
E B
RT
LAN
E)
BR
T
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-2-W
AY
VA
RIA
BLE
EN
TER
ING
LE
FT T
UR
N -
DR
OP
S T
O S
HO
ULD
ER
GE
NE
RA
LTR
AFF
IC
VA
RIA
BLE
VA
RIA
BLE
GE
NE
RA
LTR
AFF
IC
B
B
5.50
12
3
12
3
1 2
3
1 2
3
SEE DWG.JRA-SD-RCS- 023
±140m 2 MODULE BRT STATION(NO BY-PASS LANE - AS SHOWN - SEE ALSO JRA-SD-RCS-023)
RAMP PREFERREDMIN. 1 IN 15 RISFSA CLASS 3
30m
3.00
0.250.25
3.000.25 0.25
44
4
2.002.502.00
CROSS SECTION A-ATYPICAL 62m ROAD RESERVE WITH BRT STATION AT JUNCTION
GE
NE
RA
L TR
AFF
IC(F
UTU
RE
RIG
HT
ON
LY L
AN
E)
RIG
HT
ON
LY L
AN
E(R
EM
OV
AB
LE/P
AIN
TED
-FU
TUR
E B
RT
LAN
E)
BR
T
UP TO 62m
3.60 3.40 3.40 3.50 3.502.50
3.603.403.403.503.50
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-2-W
AY
VA
RIA
BLE
LEFT
ON
LY L
AN
E(S
HO
ULD
ER
)
GE
NE
RA
LTR
AFF
IC
STA
TIO
N
LEFT
ON
LY L
AN
E(R
EM
OV
AB
LE/P
AIN
TED
-FU
TUR
E B
RT
LAN
E)
BR
T
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-2-W
AY
VA
RIA
BLE
EN
TER
ING
LE
FT T
UR
N -
DR
OP
S T
O S
HO
ULD
ER
GE
NE
RA
LTR
AFF
IC
VA
RIA
BLE
VA
RIA
BLE
GE
NE
RA
LTR
AFF
IC
5.50
3.00
0.250.25
3.000.25 0.25
2.002.502.00
1
3
2
TYPICALNMT
TRAFFIC SIGNS
4
REA VAYAROAD SIGNS
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-021
SCALE AS SHOWN: NTS
DATE: 08/05/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTORTYPICAL INTERSECTION WITH BRT STATION
1. A DETAIL OF THIS NATURESHOULD BE CONSIDERED ASILLUSTRATIVE. ACTUAL LANECONFIGURATIONS WILL BEDICTATED BY PUBLICTRANSPORT POLICY ANDGENERAL TRAFFIC DEMANDRESULTING FROM THEIMPLEMENTATION OF SUCHPOLICY. REFER ALSO TO DWGSJRA-SD-RCS-022 AND 023.
2. THE FULL DEVELOPMENT OF ARISFSA CLASS 2 ROAD IN A 62mRESERVE IS SHOWN.
3. REMOVABLE ISLANDS ARESHOWN ON THE LINE OF FUTUREBRT BY-PASS LANES. THESE MAYALTERNATIVELY BE PROVIDEDAS PAINTED ISLANDS.
4. DRAWING JRA-SD-RCS-022SHOWS A TYPICAL MID-BLOCKBRT STATION WITH BY-PASSLANES(50m ROAD RESERVE).
5. IF BRT BY-PASS LANES AREPROVIDED IN FUTURE THEGENERAL TRAFFIC RIGHT TURNONLY LANES WILL MOVE TO THELEFT. THESE LANES MAY THENREQUIRE BLOCKING ISLANDS ONTHE FAR SIDE OF THE JUNCTION.SUCH TREATMENT WILL RESULTIN A SUBSEQUENT LANESHIFT TOTHE RIGHT BEYOND THEJUNCTION.
TACTILE PAVING
RAMP DOWN IN DIRECTIONOF ARROW - MAX.1 IN 15
REPRESENTS THE WORDBUS IN YELLOW (RM17.2).
OPTIONAL BICYCLESTORAGE.
PROPERTY BOUNDARIES
Details on this drawing aresubject to operational
assessment with respect totraffic signal provision
6 53
2 1
1
1
3
2
1
1
1
4&6
1 2
3
4&6 1 2
3
7
77
7
16mRISFSA CLASS 5
50m
RO
AD
RE
SE
RV
E
D
D
C
CRISFSA CLASS 6PEDESTRIANS ANDCYCLISTS ONLY
RM3 CHANNELISING LINEMIN 150mm - ±72m LONGSUBJECT TO SIDE ROADGEOMETRY
RISFSA CLASS 2 WITH BRT AND NMT PROVISION
CROSS SECTION C-CTYPICAL CROSS SECTION AT STATION
STA
TIO
N
5.50
CROSS SECTION D-DTYPICAL CROSS SECTION AT PEDESTRIAN CROSSING
1.502.40
1.15
1.50
3.70 3.40 3.50 3.50
BR
T B
Y-P
AS
S L
AN
E
BR
T D
RO
P-O
FFLA
NE
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
2.40
1.10
2.00
1.15
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-ON
E W
AY
VA
RIA
BLE
VA
RIA
BLE
3.703.403.50
BR
TR
UN
NIN
G L
AN
E
PE
DE
STR
IAN
S
VA
RIA
BLE
VA
RIA
BLE
GE
NE
RA
LTR
AFF
IC
VA
RIA
BLE
GE
NE
RA
LTR
AFF
IC
12.50 8.15
BR
T R
UN
NIN
GLA
NE
PE
DE
STR
IAN
S
VA
RIA
BLE
VA
RIA
BLE
GE
NE
RA
LTR
AFF
IC
VA
RIA
BLE
GE
NE
RA
LTR
AFF
IC
50m ROAD RESERVE
5.50
1.50
3.703.403.503.50 2.40
1.10
2.0050m ROAD RESERVE
1.15
3.70 3.40 3.50
1.10
8.15
2.001.15
2.00
BR
T B
Y-P
AS
S L
AN
E
BR
T D
RO
P-O
FFLA
NE
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-ON
E W
AY
VA
RIA
BLE
VA
RIA
BLE
RAMP ON SIDEWALK1 IN 20 (1 IN 15 MAX
RAMP ON SIDEWALK1 IN 20 (1 IN 15 MAX
ME
DIA
N W
IDTH
TO P
ER
MIT
STA
TIO
N P
LUS
2 B
RT
BY
-PA
SS
LAN
ES
CY
CLI
STS
-ON
E W
AY
CY
CLI
STS
-ON
E W
AY
1
TYPICAL NMT TRAFFIC SIGNSREA VAYA TRAFFIC SIGNS
54 R5632R3547 OR R348
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-022
SCALE AS SHOWN: NTS
DATE: 11/05/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTORTYPICAL INTERSECTION WITH BRT STATION
1. SEE ALSO NOTES ON DWGSJRA-SD-RCS-021 AND 023.
2. R348-BUS LANE- RIGHTRESERVATION SIGN OR R354-AUTHORISED PASSENGERTRANSPORT VEHICLE LANE-RIGHT RESERVATION (REA VAYA)SIGN SHOULD BE PLACED ONBOTH SIDES OF THE MEDIANISLAND AT APPROX. 250mINTERVALS.
3. NMT SIGNS 4-6 (R114-R112) OR(R115-R113) MOUNTEDBACK-TO-BACK APPROPRIATE TOPEDESTRIAN/ CYCLE USE.
4. THIS DETAIL ILLUSTRATES AMID-BLOCK BRT STATION WITHADDITIONAL BY-PASS LANES.THIS CONFIGURATION REQUIRESA WIDE MEDIAN FOR ASTANDARD STATION PLUSBY-PASS LANES.
5. THE DECISION TO PROVIDE THISLANE CONFIGURATION WILL BEBASED ON GENERAL TRAFFICDEMAND, BRT ROUTESCHEDULING AND PUBLICTRANSPORT POLICY.
6. FOR TACTILE PAVEMENTTREATMENT REFER TOJRA-SD-RCS-070 SERIES.
7. THIS DETAIL REPRESENTS AMINIMUM CROSS SECTION FOR A6 LANE CARRIAGEWAY IN A 50mROAD RESERVE WITH MINIMALSHOULDERS. SEE DRAWINGSJRA-SD-RCS-021 &023 FORDETAILS WITH FULL SHOULDERS.
8. FOR BRT MARKINGS REFER TOJRA-SD-RCS-024.
TACTILE PAVING
RAMP DOWN IN DIRECTIONOF ARROW - MAX.1 IN 15
REPRESENTS THE WORDBUS IN YELLOW (RM17.2).
OPTIONAL BICYCLESTORAGE.
PROPERTY BOUNDARIES
Details on this drawing aresubject to operational
assessment with respect totraffic signal provision
12
3
12
3
1 2
3
1 2
3
TYPICAL CROSS-SECTION BETWEENJUNCTIONS FOR 62m ROAD RESERVE.
COMPARE TO 50m CROSS-SECTIONJRA-SD-RCS022
4
SEE DETAIL -023-3 FOR ATYPICALTRANSITION BETWEEN MID-BLOCKAND STATION SECTIONS
4
44
4
4
PARABOLIC REVERSE CURVEAPPROPRIATE FOR BRT DESIGN SPEED
DETAIL - 023-1
GE
NE
RA
L TR
AFF
IC(F
UTU
RE
RIG
HT
ON
LY L
AN
E)
BR
T
UP TO 62m
3.60 3.40 3.40 3.50 3.502.50
3.603.403.403.503.50
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-ON
E W
AY
VA
RIA
BLE
LEFT
ON
LY L
AN
E(S
HO
ULD
ER
)
GE
NE
RA
LTR
AFF
IC
STA
TIO
N
BR
T
PE
DE
STR
IAN
S
VA
RIA
BLE
CY
CLI
STS
-ON
E W
AY
VA
RIA
BLE
EN
TER
ING
LE
FT T
UR
N -
DR
OP
S T
O S
HO
ULD
ER
GE
NE
RA
LTR
AFF
IC
VA
RIA
BLE
VA
RIA
BLE
GE
NE
RA
LTR
AFF
IC
5.50
3.00
0.250.25
3.000.25 0.25
2.002.502.00
DETAIL - 023-2 TYPICAL 62m ROAD RESERVE CROSS SECTIONSYMMETRICAL - INCLUDING BRT
BR
T
BR
T
1 32
NMT TRANSPORTTYPICAL ROAD SIGNS
4
REA VAYA BUS LANE SIGN
4 4
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-023
SCALE AS SHOWN: NTS
DATE: 01/06/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTOR62m CROSS SECTION
1. DETAIL 023-1 REPRESENTS APOSSIBLE UPGRADE TO THECROSS-SECTION INJRA-SD-RCS-21. THE RIGHT TURNLANE HAS BEEN CONVERTED TOA BRT BY-PASS LANE.
2. DETAIL 023-1 SIGNIFICANTLYINCREASES BRT CAPACITY BUTREDUCES GENERAL TRAFFICCAPACITY.
3. SHORT PHYSICAL ISLANDS AREINTRODUCED OPPOSITEGENERAL TRAFFIC RIGHT TURNLANES TO INHIBIT STRAIGHT ONMOVEMENT.
4. DETAIL 023-2 SHOWS THEMAXIMUM DEVELOPMENT OF BRTPROVISION IN A 62m ROADRESERVE.
5. THESE DETAILS INDICATE A HIGHORDER OF PROVISION WITHINTHE 62m ROAD RESERVE FORCYCLISTS AND PEDESTRIANS INSUPPORT OF THE POTENTIALBRT CAPACITY.
TACTILE PAVING
RAMP DOWN IN DIRECTIONOF ARROW - MAX.1 IN 15
REPRESENTS THE WORDBUS IN YELLOW (RM17.2).
OPTIONAL BICYCLESTORAGE.
PROPERTY BOUNDARIES
PEDESTRIANS
CYCLISTS ONE-WAY
SHOULDERGENERAL TRAFFIC
GENERAL TRAFFIC
PEDESTRIANS
CYCLISTS ONE-WAY
SHOULDER
GENERAL TRAFFICGENERAL TRAFFIC
BRT
BRT
MEDIAN REVERSE CURVES LENGTHINDICATED BY BRT DESIGN SPEED
REFER TO DRAWING JRA-SD-RCS-025 FORDETAILS OF BUS LANE ROAD MARKINGS
REFER TO DRAWINGJRA-SD-RCS-023
DETAIL - 024-2TRANSITION APPROACH TO TWO LANE SECTION/STATION
PEDESTRIANS
CYCLISTS ONE-WAY
SHOULDERGENERAL TRAFFIC
GENERAL TRAFFIC
BRT
PEDESTRIANS
CYCLISTS ONE-WAY
SHOULDERGENERAL TRAFFIC
GENERAL TRAFFIC
BRT
STATION
REFER TO DRAWINGJRA-SD-RCS-021
DETAIL - 024-1TRANSITION APPROACH TO SINGLE LANE STATION
TEMPORARY PAINTEDOR RAISED ISLANDS
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-024
SCALE AS SHOWN: NTS
DATE: 02/06/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTOR62m CROSS SECTION - ADDITIONAL DETAIL
1. DETAIL 024-1: ILLUSTRATES ATRANSITION FROM A SINGLE BRTLANE NEXT TO AN 11m MEDIANISLAND TO A SINGLE BRT LANESERVING A STATION ON A 5.5mMEDIAN ISLAND.
2. DETAIL 024-2 ILLUSTRATES ATRANSITION FROM A SINGLE BRTLANE NEXT TO AN 11m MEDIANISLAND TO A DUAL LANE BRTFACILITY SERVING A STATION ONA 5.5m MEDIAN ISLAND WITHBY-PASS LANE CAPACITY. BRTBUSES WILL POTENTIALLYWEAVE BETWEEN LANES ON THEDUAL LANE STATION SECTION.
3. DETAIL 024-2 ALSO ILLUSTRATESHOW GENERAL TRAFFIC LANESNEED TO MOVE TO THE LEFT,TAKING UP THE SHOULDERSPACE, IN ORDER TO GENERATEA GENERAL TRAFFIC RIGHT TURNLANE AT THE APPROACHINGJUNCTION.
REPRESENTS THE WORDBUS IN YELLOW (RM17.2).
REGULATORY SIGNS
LANE LINE GM1 (WHITE) YELLOW RUMBLE BARS
500 4000 500
EXCLUSIVE USE
LANELINE
RM9 (YELLOW)
MEDIAN ISLAND
BRT MARKING (RED) BUS WORD MARKING
RM17.2 (YELLOW)
MEDIAN ISLAND
DETAIL 025-3
DETAIL 025-1
DETAIL 025-4
20m PARABOLIC REVERSE CURVE- LENGTH SUBJECT TO DESIGN OPERATING SPEED
MEDIAN ISLAND
STATION APPROACH
R354 (WITH RM17.2)
AT 250m INTERVALS
10
0
92
5
10
0
92
5
15
0
10
0
20
0
50
35
00
SEE DETAIL 025-2
DETAIL 025-2
15
07
50
0
15
0
75
07
50
925
925
1000
15
0
3500
90
00
REGULATORY SIGNS
R354 (WITH RM17.2)
AT 250m INTERVALS
JOHANNESBURG ROADS AGENCY (PTY) LTD
CITY OF JOHANNESBURG
Drawing Sub-set
DRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTS
No. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SD
RCS-025
SCALE AS SHOWN: NTS
DATE: 27/11/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 2: ARTERIAL/REGIONAL DISTRICT DISTRIBUTOR
ROAD MARKING DETAILS FOR BRT LANES
1. DETAIL 024-1 REFERS TO A
SINGLE LANE BRT SERVICE.
2. DETAIL 024-2 SHOWS AN
ENLARGEMENT OF THE
PRINCIPLE ROAD MARKINGS
USED IN JOHANNESBURG BRT
LANES.
3. DETAIL 024-3 REFERS TO A 2
LANE, HIGH ORDER, BRT
CONFIGURATION.
4. DETAIL 024-4 SHOWS A
SITUATION WHERE A 2ND LANE IS
ADDED, EITHER LOCALLY AT A
STATION, OR PRIMARILY TO
INCREASE RUNNING CAPACITY
OVER SOME DISTANCE.
5. THE LEGAL SIGNIFICANCE OF
ENFORCEMENT OF BUS LANES IS
PROVIDED FOR BY THE USE OF:
REGULATORY SIGNS R302,
R303, R353 OR OTHER
VARIANTS- AND
EXCLUSIVE USE LANE LINE
MARKING RM9 AND RM17.2
"BUS" WORD MARKING.
6. THE ADDITIONAL USE OF
YELLOW RUMBLE BARS TO THE
LEFT OF REGULATORY LINE RM9
(IN BRT LANES) AND
CONTINUOUS 1m WIDE RED
ROAD MARKING ARE
TACTILE/VISUAL BUT
NON-REGULATORY TRAFFIC
CONTROL DEVICES EMPLOYED
ON JOHANNESBURG BRT LANES.
7. REGULATORY SIGNS SUCH AS
R302, R303, R353 OR R354 AND
REGULATORY "BUS" WORD
MARKING RM17.2 ARE REQUIRED
AT A MAXIMUM OF 250m
INTERVALS.
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OPTION "B"CYCLE LANE IN
ROADWAY
B B
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CROSS SECTION B-B
3.4
GE
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RA
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AFF
IC
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DIA
N
PE
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CY
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2.0 1.0
GE
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GE
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0.8 0.8
2.0 0.61.8
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CY
CLI
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1
2
3
4
TYPICALNMT
TRAFFIC SIGNS
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-030
SCALE AS SHOWN: NTS
DATE: 04/05/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 3: DISTRICT DISTRIBUTORTYPICAL DETAILS
1. THIS DRAWING SHOWS TWOOPTIONS FOR THE PROVISION OFCYCLIST FACILITIES IN THE ONEDIAGRAM AND IN TWO CROSSSECTIONS.
2. THE ROAD RESERVE WIDTH OF ARISFSA CLASS 3 ROAD IS IN THERANGE 25m TO 40m. THESEEXAMPLES HAVE A WIDTH OF32m TO PROVIDE ADEQUATELYFOR NMT.
3. OPTION "A" SHOWS SEPARATEMANDATORY LANES DESIGNATEDBY SIGNS R110 AND R111.WHILST THE SIDEWALKS CANTAKE 2 WAY PEDESTRIANTRAFFIC THE CYCLE PATHSSHOULD OPERATE ONE WAY INTHE DIRECTION OF GENERALVEHICULAR TRAFFIC.
4. OPTION "B" SHOWS IN ROADCYCLE LANES WHICH ARERESTRICTED TO CYCLIST USE BYSIGN R304 AND YELLOWMARKING RM9, PLUS BICYCLESYMBOL MARKING GM6.1. THESELANES SHOULD OPERATE IN AONE WAY DIRECTION WITHGENERAL TRAFFIC.
5. FEEDER ROUTE BUS STOPS MAYBE REQUIRED - SEEJRA-SD-RCS-040.
6. SEE JRA-SD-RCS-031 FOREXAMPLE WITH BRT.
TACTILE PAVING
RAMP TO/FROM SIDEWALKTO CYCLE LANE
1.81.5
3.55 3.2
CY
CLI
STS
0.6
3.5
35m
CROSS SECTION A-A
5.5
GE
NE
RA
LTR
AFF
IC
0.6
2.0 1.8
3.6 3.4
PE
DE
STR
IAN
S
CY
CLI
STS
GE
NE
RA
LTR
AFF
IC
1.0
3.5
35m
CROSS SECTION B-B
2.0
GE
NE
RA
LTR
AFF
IC
BR
T
ME
DIA
N
0.6
4.5 10.25 4.5
0.6
6.0
0.6
2.01.81.0
10.5
0.6
6.0
1.8
1.5
3.8 3.2
0.25
3.5
25m
CROSS SECTION C-C
4.0
GE
NE
RA
LTR
AFF
IC
BR
T
CROSS SECTION D-D
0.25 1.81.5
3.8
0.25
6.70.25
4.5 3.5 3.5
GE
NE
RA
LTR
AFF
IC
BR
T
ME
DIA
N
1.81.5
0.6 0.6
2.0 7.0 4.5
A
A
B
B
C C
D D
25m
GE
NE
RA
LTR
AFF
IC
BR
T
PLA
TFO
RM
PE
DE
STR
IAN
S
CY
CLI
STS
PLA
TFO
RM
PE
DE
STR
IAN
S
CY
CLI
STS
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
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IC
BR
T
PE
DE
STR
IAN
S
CY
CLI
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PE
DE
STR
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S
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IC
BR
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CLI
STS
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CLI
STS
GE
NE
RA
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IC
GE
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IC
BR
T
GE
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AFF
IC
BR
T
PE
DE
STR
IAN
S
CY
CLI
STS
1 1
1
11
1
1 1
1 1
1
1
1
1
3
2
2
3
TAPER ±36m 2 BERTH STATION ±136m RAMP 1 IN 15
ENTRY/EXIT
ENTRY/EXIT
ENTRY/EXIT
ENTRY/EXIT
4
4
4
4
4
1.81.5
3.55 3.2
CY
CLI
STS
0.6
3.5
35m
CROSS SECTION A-A
5.5
GE
NE
RA
LTR
AFF
IC
0.6
2.0 1.8
3.6 3.4
PE
DE
STR
IAN
S
CY
CLI
STS
GE
NE
RA
LTR
AFF
IC
1.0
3.5
35m
CROSS SECTION B-B
2.0
GE
NE
RA
LTR
AFF
IC
BR
T
ME
DIA
N
0.6
4.5 10.25 4.5
0.6
6.0
0.6
2.01.81.0
10.5
0.6
6.0
1.8
1.5
3.8 3.2
0.25
3.5
25m
CROSS SECTION C-C
4.0
GE
NE
RA
LTR
AFF
IC
BR
T
CROSS SECTION D-D
0.25 1.81.5
3.8
0.25
6.70.25
4.5 3.5 3.5
GE
NE
RA
LTR
AFF
IC
BR
T
ME
DIA
N
1.81.5
0.6 0.6
2.0 7.0 4.5
25m
GE
NE
RA
LTR
AFF
IC
BR
T
PLA
TFO
RM
PE
DE
STR
IAN
S
CY
CLI
STS
PLA
TFO
RM
PE
DE
STR
IAN
S
CY
CLI
STS
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
BR
T
PE
DE
STR
IAN
S
CY
CLI
STS
PE
DE
STR
IAN
S
GE
NE
RA
LTR
AFF
IC
BR
T
CY
CLI
STS
PE
DE
STR
IAN
S
PE
DE
STR
IAN
S
CY
CLI
STS
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
BR
T
GE
NE
RA
LTR
AFF
IC
BR
T
PE
DE
STR
IAN
S
CY
CLI
STS
1R113/R115
(MOUNTED BACK-TO-BACK)NON-MOTORISED
TRANSPORTTYPICAL ROAD SIGNS
2
3
NMTROAD SIGNS
4
REA VAYAROAD SIGNS
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-031
SCALE AS SHOWN: NTS
DATE: 05/05/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 3: DISTRICT DISTRIBUTORTYPICAL DETAILS WITH BRT
1. THIS DETAIL SHOWS A POSSIBLEJUNCTION BETWEEN BRTROUTES.
2. ONE ROAD HAS A RESERVEWIDTH OF 35m WITH ONE BRTLANE AND 2 GENERAL TRAFFICLANES IN EACH DIRECTION.
3. IT HAS BEEN ASSUMED THATPROPERTY ADJACENT TO THISROAD HAS ACCESS FROM ANINTERNAL ROAD SYSTEM.
4. THE INTERSECTING ROADRESERVE WIDTH IS 25m.PROPERTIES HAVE DIRECTACCESS.
5. THE 35M ROAD REQUIRES THENMT STANDARD TO BE REDUCEDTO ACCOMMODATE THE BRTSTATION WIDTH OF 5.5m.
6. THE 25m ROAD CAN ONLY FIT A4.0m NARROW WIDTH STATION,PLUS A BRT LANE AND ONENARROW GENERAL TRAFFICLANE IN EACH DIRECTION. NMTPROVISION IS OF REDUCEDSTANDARD.
7. THIS BRT/GENERAL TRAFFICCONFIGURATION IS COMPLEX,AND IS SUBJECT TO THE ABILITYTO PROVIDE ADEQUATE ANDSAFE TRAFFIC SIGNALOPERATION. SUCH OPERATIONMAY NEED TO INCLUDEPROVISION FOR TURNING BRTSERVICES.
8. THIS DRAWING DOES NOTINTEND TO PROPOSE THE BRTOPERATION SHOWN. RATHER ITSFUNCTION IS TO HIGHLIGHT THEPOTENTIAL COMPLEXITIES OFSUCH OPERATION.
TACTILE PAVING
RAMP DOWN AT 1 IN 15 INDIRECTION OF ARROW.
PROPERTY ENTRANCE
PROPERTY BOUNDARIES
Details on this drawing aresubject to operational
assessment with respect totraffic signal provision
E
PE
DE
STR
IAN
S
CY
CLE
LA
NE
PA
RK
ING
OR
BU
S S
TOP
GE
NE
RA
LTR
AFF
IC
PE
DE
STR
IAN
S
25m
ONEWAY - CROSS SECTION B-B
LC
2.00 1.80 2.50 3.70 3.40 3.703.40 2.002.50
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
PA
RK
ING
GE
NE
RA
LTR
AFF
IC
PE
DE
STR
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S
PA
RK
ING
2WAY - CROSS SECTION A-A
25m
PE
DE
STR
IAN
S
CY
CLE
LA
NE
L
GE
NE
RA
LTR
AFF
IC
C
2.00 1.80 2.50 3.20 3.00
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
PA
RK
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2.001.802.503.203.00
CY
CLE
LA
NE
RU
MB
LE S
TRIP
RU
MB
LE S
TRIP
3
3
3
31
4
3
3
DETAIL 040-2ONE WAY STREET
32
21
4
A
A
B B
DETAIL 040-12 WAY STREET
E
E
E
E
PE
DE
STR
IAN
S
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LA
NE
PA
RK
ING
OR
BU
S S
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GE
NE
RA
LTR
AFF
IC
PE
DE
STR
IAN
S25m
ONEWAY - CROSS SECTION B-B
LC
2.00 1.80 2.50 3.70 3.40 3.703.40 2.002.50
GE
NE
RA
LTR
AFF
IC
GE
NE
RA
LTR
AFF
IC
PA
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GE
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RA
LTR
AFF
IC
PE
DE
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IAN
S
PA
RK
ING
2WAY - CROSS SECTION A-A
25m
PE
DE
STR
IAN
S
CY
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LA
NE
L
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RA
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AFF
IC
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2.00 1.80 2.50 3.20 3.00
GE
NE
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IC
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NE
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2.001.802.503.203.00
CY
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LA
NE
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MB
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MB
LE S
TRIP
TYPICALROAD
TRAFFIC SIGNS
4
1
2
3
SID
EW
ALK
CY
CLE
LA
NE
TRA
FFIC
LA
NE
PA
RK
ING
RUMBLE STRIP
RUMBLE STRIPDETAIL
EXCLUSIVE USELANE MARKINGRM9 YELLOW
RM7.1SYMBOLYELLOW
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-040
SCALE AS SHOWN: NTS
DATE: 13/05/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 4: CBD/ACTIVITY/LOCALDISTRIBUTOR/BOULEVARD - TYPICAL DETAILS
1. THE ROAD RESERVE WIDTH OF ARISFSA CLASS 4 ROAD IS IN THERANGE 20m TO 40m.
2. THIS EXAMPLES HAS A WIDTHOF 25m AND ILLUSTRATESCROSSING ONE WAY AND 2-WAYROADS.
3. CYCLE LANES ARE SHOWN INBOTH CATEGORIES OF ROAD INADDITION TO PARALLELPARKING. THIS FORMATREPRESENTS LOW QUALITY NMTPROVISION. A HIGHER LEVEL OFNMT FACILITY WILL REQUIRE AGREATER ROAD RESERVATIONWIDTH.
4. FEEDER OR GENERAL SERVICEBUS STOPS, WITH LAYBYS ARESHOWN IN THE 2-WAY ROAD. THEPROVISION OF LAYBYSREQUIRES THE INTEGRATION OFPEDESTRIAN AND CYCLISTS ONTHE SIDEWALK AROUND THELAYBYS. IF A BUS SHELTER IS TOBE PROVIDED THE REMAININGSPACE FOR PEDESTRIANS ANDCYCLISTS MAY COMMONLYBECOME SUB-STANDARD,SUBJECT TO VOLUMES.
5. SEE JRA-SD-RCS-041 FOR ANEXAMPLE OF THIS ROAD CLASSIN AN INDUSTRIAL AREA.
PROPERTY ENTRANCE-ON CLASS 4 PRIMARILYTO OFF-STREET PARKING
TACTILE PAVING
PROPERTY BOUNDARIES
E
0.60 2.
00
0.60
1.805.
005.
000.
602.
00
0.60
1.805.
005.
0030
m
R8m
T1C1
C2
T2
T3
30m
EXTRA LARGE ACCESSWITH WB17 CAPACITY
PROPERTY BOUNDARY
15m ROAD
SECURITY ACCESS AND EGRESS-RECESSED OPTIONAL BOOM CONTROL
SIDEWALK
ONE WAY CYCLE TRACKLARGE CAPACITYBUS SHELTER
GM2 GUIDE LINE
WM3 DIVIDING LINE 100mm (STANDARD)
SEE DRAWING JRA-SD-RD-041FOR TYPICAL BUS LAYBY DETAILS,INCLUDING TACTILE PAVING
SIDEWALK
ONE WAY CYCLE TRACK
RM7 EXCLUSIVE PARKING BAY
GM2 GUIDE LINE (SEE NOTE 7)
GM2 PEDESTRIANGUIDE LINES
LARGE ACCESS WITHWB12 CAPACITY
12m ROAD
LARGE INDUSTRIAL SITE
0.60 2.
00
0.60
1.80
2.50
4.00
0.60
2.00
0.60
1.80
3.50
3.50
30m
30m
4.00
2.50
24m TAPER 16m ISLAND 24m TAPERTYPICAL
8m ACCESS
TYPICAL12m ACCESS
APPROX. 120m REQUIRED FOR PEDESTRIAN CROSSING AND BUS LAYBYS
THE BUS LAYBY TREATMENTILLUSTRATES THATA ROAD RESERVE WIDTH OF ± 35mWOULD BE PREFERABLE FOR THESERVICE REQUIREMENTSINDICATED.
INTRODUCTION OF A MID-BLOCK PEDESTRIANCROSSING OF THIS TYPE WILL REQUIRE AT LEAST70m BETWEEN PROPERTY ACCESSES. THIS WILLINCREASE TO 120m TO INCLUDE BUS LAYBYS
TYPICALSIDEWALK RAMPING TO PEDESTRIANCROSSING. SEED JRA-SD-RCS-072/073 FOR TACTILEPAVING AND TRAFFIC SIGNAL TREATMENTS.CENTRAL ISLAND REQUIRES TACTILE PAVING ANDCAN ACCOMMODATE PASSING WHEELCHAIRS.
2.4 O/A ISLAND WIDTH
DETAIL 041-1
DETAIL 041-2
C1
RM7 EXCLUSIVE PARKING BAY
R40
m
R10mR20
m
RM7 EXCLUSIVE PARKING BAY
1
1
1
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-041
SCALE AS SHOWN: NTS
DATE: 15/05/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 4: INDUSTRIAL ROAD - TYPICAL DETAILS
1. FOR NEW PLANNING, A TYPICALMINIMUM ROAD RESERVE WIDTHSHOULD BE ±/30m TO PROVIDE AHIGH STANDARD NMT CROSSSECTION.
2. A 30m ROAD RESERVE CANPROVIDE 4 LANES WITH NOPARKING OR 2 LANES WITH 90°PARKING/BUS LAYBYS.
3. DETAIL 041-1 SHOWS LARGEINDUSTRIAL STANDS WITHENTRANCE ROADS OF 15m AND12m.
4. DETAIL 041-1 SHOWS ENTRANCESPLAYS AS PART OF A HIGHSTAND AND AND ENTRANCEDESIGN, INCLUDING SET-BACKACCESS CONTROL.
5. NMT FACILITIES SHOULD BEACCORDED FORMAL PRIORITYAND BE PROVIDED WITH TACTILERAMPING FOR PEDESTRIANS.
6. DETAIL 041-2 SHOWS A 4 LANECROSS SECTION WITH MIDBLOCK SIGNALISED PEDESTRIANCROSSING, AND BUS LAYBYS.
7. USE OF GM2 MARKING ISOPTIONAL - SUGGEST USE FORTANGENT TO TANGENTOPENINGS >30m.
8. TRAFFIC SIGNALISEDROADSIGNS OMITTED FORCLARITY.
RAMP DOWN AT 1 IN 15 INDIRECTION OF ARROW.
TACTILE PAVING
A
B
0.8 2.0 1.8
0.8
3.8
PE
DE
STR
IAN
S
CY
CLI
STS
(ON
E W
AY
)
0.8
GE
NE
RA
LTR
AFF
IC
PE
DE
STR
IAN
S
CY
CLI
STS
(ON
E W
AY
)
GE
NE
RA
LTR
AFF
IC
1.0 2.0 1.0 1.8 4.2 1.02.01.01.84.2
PE
DE
STR
IAN
S
CY
CLE
LA
NE
(ON
E W
AY
)
GE
NE
RA
LTR
AFF
IC
PE
DE
STR
IAN
S
CY
CLE
LA
NE
(ON
E W
AY
)
GE
NE
RA
LTR
AFF
IC
20m
0.8
OPTION "B"CYCLE LANE IN
ROADWAY
0.82.01.8
1
3.8
0.8
4
20m
21
3
E E E E E
EE E E E E
E
E
E
E
E
E
ECROSS SECTION A-A
CROSS SECTION B-B
OPTION "A"CYCLE TRACKON SIDEWALK
2
3 2
2
1
42
22
2
1
4
B
A
INSET X
CL
CL
0.8 2.0 1.8
0.8
3.8
PE
DE
STR
IAN
S
CY
CLI
STS
(ON
E W
AY
)
0.8
GE
NE
RA
LTR
AFF
IC
PE
DE
STR
IAN
S
CY
CLI
STS
(ON
E W
AY
)
GE
NE
RA
LTR
AFF
IC
1.0 2.0 1.0 1.8 4.2 1.02.01.01.84.2
PE
DE
STR
IAN
S
CY
CLE
LA
NE
(ON
E W
AY
)
GE
NE
RA
LTR
AFF
IC
PE
DE
STR
IAN
S
CY
CLE
LA
NE
(ON
E W
AY
)
GE
NE
RA
LTR
AFF
IC
20m
0.8
0.82.01.83.8
0.8
20m
CROSS SECTION A-A
CROSS SECTION B-B
CL
CL
1
2
3
4
TYPICALROAD
TRAFFIC SIGNS
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-050
SCALE AS SHOWN: NTS
DATE: 21/04/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 5: RESIDENTIAL COLLECTOR STREETTYPICAL DETAILS
1. THIS DRAWING SHOWS TWOOPTIONS FOR THE PROVISION OFCYCLIST FACILITIES IN THE ONEDIAGRAM AND IN TWO CROSSSECTIONS.
2. THE ROAD RESERVE WIDTH OF ARISFSA CLASS 5 ROAD IS IN THERANGE 16m TO 30m. THEEXAMPLES SHOWN HAVE AWIDTH OF 20m.
3. FOR THIS CLASS OF ROADDIRECT PROPERTY ACCESS HASBEEN SHOWN. IT IS EVIDENTTHAT PEDESTRIANS ANDCYCLISTS WILL HAVE REDUCEDQUALITY OF USE COMPARED TOHIGHER ORDER ROAD CLASSES.
4. OPTION "B" SHOWS CYCLE LANESIN THE ROADWAY. SEEJRA-SD-RCS-040 FOR POSSIBLETREATMENT AT A BUS STOP.
5. OPTION "A" SHOWS CYCLETRACKS ON THE SIDEWALK.
6. A 4-WAY STOP INTERSECTIONHAS BEEN SHOWN. SUBJECT TOTRAFFIC NEEDS AND THE LOCALENVIRONMENT, TRAFFICSIGNALS MAY BE SPECIFIED; ARAISED TABLE INTERSECTION ORA TRAFFIC CIRCLE (WHICHPERMITS AN EFFECTIVE U-TURN)MAY ALSO BE USED (SEERCS-051).
PROPERTY ENTRANCE
TACTILE PAVING
PROPERTY BOUNDARIES
E
OPTION "B"NARROW
ROADWAY-SIDEWALK ONE
SIDE
OPTION "A"WIDER
ROADWAY-SIDEWALK ONE
SIDE
14m
0.7
1.75
4.25
OUTBOUND BUS
BUS STOP WITH SHELTERAND HARD STAND FORPASSENGERS
OPTIONAL SPEED HUMP SUBJECT TOSITE SPECIFIC CIRCUMSTANCES.NOTE: RECOMMENDED USE OF 18mRM1NO OVERTAKING LINE OVER SPEEDHUMP
3
1
ALTERNATIVE JUNCTION CONTROL:BASED ON THE SAME JUNCTIONAPPROACHES AS MAIN DETAIL
APPLICABLE ALSO TO DRAWINGJRA-SD-RCS-050
3.5
7.0
3.5
7.0 3.5
14.0
14m
5
1.8
4
2.752.75
0.7
3.5
4
1.8
3
INBOUND BUS
1.0
3.5
3.5
BUS ROUTE OPTIONAL- EXAMPLEROUTE TURNS AT JUNCTION-ALTERNATIVE OUTBOUND BUSSTOP PRIOR TO TURN
2
1
2
300
200
REGULATORY MARKING RM15TRAFFIC CIRCLE MANDATORY
DIRECTION ARROWS
14.0
3.5
5
54
5
4
YELLOW
WHITE
MINI CIRCLE MARKINGDIAGRAM OVER 4m
300
14.0
4
ALTERNATIVE JUNCTION CONTROL:BASED ON THE SAME JUNCTIONAPPROACHES AS MAIN DETAIL
APPLICABLE ALSO TO DRAWINGJRA-SD-RCS-050
3.5
7.0
3.5
7.0 3.5
14.0
5
4
4
300
200
REGULATORY MARKING RM15TRAFFIC CIRCLE MANDATORY
DIRECTION ARROWS
14.0
3.5
5
54
5
4
YELLOW
WHITE
MINI CIRCLE MARKINGDIAGRAM OVER 4m
300
14.0
4
TYPICAL ROADTRAFFIC SIGNS
4
1
2
3
5
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-051
SCALE AS SHOWN: NTS
DATE: 23/04/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 5: RESIDENTIAL STREETS TYPICALDETAILS
1. THIS DETAIL ILLUSTRATES TWOOPTIONS FOR RESIDENTIALSTREETS:-
• 7.0m ROAD IN 14m RESERVE-"A"• 5.6m ROAD IN 14m RESERVE-"B"2. 5.6m ROAD ASSUMED TO HAVE
LOW TRAFFIC VOLUMES.3. 7.0m ROAD ASSUMED TO SERVE
HIGHER RESIDENTIAL DENSITIESAND HIGHER TRAFFIC VOLUMESINCLUDING CYCLISTS.
4. SURFACED PEDESTRIANSIDEWALKS MAY BE PROVIDEDWITHOUT KERBING OF ROADS,SUBJECT TO TOPOGRAPHY ANDDRAINAGE NEEDS.
5. TRAFFIC CALMING MEASURESMAY BECOME NECESSARY.
6. 7.0m ROADWAY MAYACCOMODATE A BUS ROUTE IFREQUIRED.
7. SEE DRAWING JRA-SD-RD-130FOR MINI-CIRCLE DESIGN DETAIL.
8. TACTILE PAVING HAS BEENINDICATED. THIS SHOULD BESUBJECT TO THE DEVELOPMENTOF A BASIC WARRANT (SUCH ASBUS ROUTE/STOP).
TACTILE PAVING
PROPERTY BOUNDARIES
NOTE: PROPERTY ENTRANCES OMITTED FOR CLARITY.
SHARED PEDESTRIANAND CYCLE ROUTE
MAIN ROAD
NMTACCESSROUTE
HIGH DENSITY RESIDENTIAL AREA CLASS 2 ROAD 50m-100m
CHESS BOARD
SUNKEN SPEAKER'S"CIRCLE"
RAISED TABLEINTERSECTION -PEDESTRIAN CROSSINGSLEVEL WITH MALL
RAISED TABLEINTERSECTION -
PEDESTRIAN CROSSINGSLEVEL WITH MALL
R11
1
2
3
4
2
3
4
3
4
R5
R14/R112(MOUNTED BACK-TO-BACK)
NON-MOTORISEDTRANSPORT TYPICAL ROAD
SIGNS
2
DETAIL - 060 - 1
DETAIL - 060 - 2 DETAIL - 060 - 3
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-060
SCALE AS SHOWN: NTS
DATE: 15/04/2015
ROADS: COMPLETE STREETS
RISFSA CLASS 6: NMT/GREENWAY/MULTIUSER PATH -TYPICAL DETAILS
1. THE 3 DETAILS INDICATEDIFFERENT FORMS OF CLASS 6NON-MOTORISED TRANSPORTADAPTATIONS OF "COMPLETESTREETS".
2. DETAIL -060-1 ILLUSTRATES ATYPICAL PEDESTRIAN/ CYCLESTREET MALL CREATED BY AROAD CLOSURE.
3. DETAIL -060-2 SHOWS HOW APEDESTRIAN/CYCLE "ACCESS"CAN BE PROVIDED FOR IN THEPLANNING PROCESS TO SERVERESIDENTS OF A HIGH DENSITYSUBURB WITH CONNECTION TO AMAIN ROAD AND PUBLICTRANSPORT.
4. DETAIL -060-3 REPRESENTSVISUALLY HOW AN NMTPATHWAY, WITH LIGHTING,COULD CONNECT A SHOPPINGCENTRE TO AN ADJACENTPUBLIC TRANSPORT ROUTE.
STREET LIGHTING
ROAD TRAFFIC SIGNS
SPEED HUMP CROSSING
SHADE TREE
PLINTH FOR ART/STATUEWITH SEATING
BENCH
BOLLARDS/RUBBISH BIN
TACTILE PAVING
DETAIL SHOWN AT LEFT REPRESENT THE BASICWAYS IN WHICH SIDEWALKS MAY BE RAMPED INORDER TO ASSIST DISABLED USERS TO REACHTHE CHANNEL LINE/LEVEL PRIOR TO CROSSINGA STREET . (THE DETAILS RELATE MOSTCORRECTLY TO MID-BLOCK PEDESTRIANCROSSINGS).ULTIMATELY RAMPING SOLUTIONS WILL DEPENDON INDIVIDUAL SITE SLOPES, SIDEWALK WIDTHS& PROVISION ON THE SIDEWALK FOR CYCLISTS.DRAWINGS JRA-SD-RCS-072 & 073 SHOWEXAMPLES OF COMBINATION & PARALLELRAMPS.THE BEST END PRODUCT IS LIKELY TO BEOBTAINED IF THE PEDESTRIAN CROSSINGS &TACTILE PAVING ARE LOCATED ON THESTRAIGHT APPROACH TO THE INTERSECTION i.e.AT 90° TO THE KERB BEFORE THE START OF THECURVE RADIUS.
PERPENDICULAR
CROSSFALL±1 IN 50
KERB
CHANNEL
LANDING AREA-SLOPINGWITH ROADWAY
PAVING FILLET±1 IN 10
COMBINATION
PARALLEL
SIDE-SLOPERAMP
CROSSFALL±1 IN 50
KERB
CHANNEL
TAPER KERB
CHANNEL
SIDE-SLOPERAMP
PAVING FILLET±1 IN 10
INTERMEDIATE LANDINGPARALLEL
RAMPPARALLEL
RAMP
RAMP RAMPLOW LEVELCROSSFALL ±1 IN 50
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-070
SCALE AS SHOWN: NTS
DATE: 07/04/2015
ROADS: COMPLETE STREETS
BASIC TYPES OF SIDEWALK RAMPING FOR DISABLEDPERSONS AT INTERSECTIONS
1. THERE ARE 3 BASIC WAYS INWHICH RAMPING TO FACILITATEDISABLED OR SIGHT IMPAIREDUSERS OF PEDESTRIANCROSSINGS MAY BE PROVIDED:
• PERPENDICULARWHERE THE CHANGE IN LEVELOCCURS WHOLLY ON A RAMPACROSS THE SIDEWALK;
• COMBINATIONWHERE THE CHANGE IN LEVELOCCURS PARTLY ALONG THESIDEWALK TO AN INTERMEDIATELEVEL AND PARTLY ACROSS THESIDEWALK FROM THEINTERMEDIATE LEVEL;
• PARALLELWHERE THE CHANGE IN LEVELOCCURS ALONG THE SIDEWALK.
2. AN EXAMPLE OF THECOMBINATION TYPE RAMP ISSHOWN IN DRAWINGJRA-SC-RCS-072.
3. AN EXAMPLE OF THE PARALLELTYPE RAMP IS SHOWN INDRAWING JRA-SC-RCS-073.
4. THE BEST RAMPING SOLUTION ISLIKELY TO DEPEND ONINDIVIDUAL SITE CONDITIONS.
3000 1500
100 150100
FIG.3 KERBS
3000
PR
EFE
RR
ED
MIN
IMU
M
RAMP DOWN
BACK-TO-BACKFIG 3 KERBS
WHERE SIDEWALKLEVEL IS REDUCED
DIRECTIONAL TACTILESLABS WITH RIBBINGPARALLEL TO CHANNEL ANDAT 90° TO TACTILE SLABSLEADING FROM BACK OFSIDEWALK
DIRECTIONAL TACTILE SLABS300x300 (400x400 SLABS MAYALTERNATIVELY BESPECIFIED)
INTERMEDIATELANDING
3000
300mm CONCRETECHANNEL
100
100
FIG 3 KERBS
DIRECTIONAL TACTILE SLABS300x300 STAGGERED BY ±100mmPER ROW TO FIT CURVE(400x400 SLABS MAY ALSO BESPECIFIED)
RAMP DOWNR 10m
1 IN 50
1 IN 50
CAST IN-SITU CONCRETEFILLET OR BLENDEDINTERLOCKING PAVERS
R 1
0m
1 IN 15
1 IN 50
1 IN 15
DETAIL BTYPICAL BUTTON
CONTROL AT TACTILECROSSING
DIRECTIONAL TACTILE SLABS300x300 (400x400 SLABS MAYALTERNATIVELY BESPECIFIED)
END KERB CAST-IN-SITUBLENDED TO MEETCAST-IN-SITU FILLET
CAST-IN-SITU BLENDEDDOWNWARDS END TOBACK-TO-BACK KERBS
TACTILE SLABS AND PEDESTRIANSIGNAL HEADS OMITTED FOR
CLARITY
DETAIL AOFFSET DISABLEDCROSSING FLOW
PATTERN
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-072
SCALE AS SHOWN: NTS
DATE: 15/04/2015
ROADS: COMPLETE STREETS
TYPICAL TACTILE PEDESTRIAN CROSSING -SIGNALISED INTERSECTION - COMBINATION RAMPING
1. THE DETAILS FOR TACTILEPAVING STANDARDS IN SOUTHAFRICA ARE CURRENTLY UNDERREVIEW. THE DETAILS ON THISDRAWING ARE THEREFORESUBJECT TO ALTERATION ONCETHE STANDARD IS FINALISED.
2. THIS DETAIL SHOWS PARTIALDOWNWARD RAMPING ON THESIDEWALK ON THE APPROACHTO THE PEDESTRIANCROSSINGS. THE BALANCE OFRAMPING TO THE TOP OFCHANNEL WILL OCCUR IN THEAREA OF TACTILE PAVING. RAMPSLOPES WILL DEPEND ONINDIVIDUAL SITE CONDITIONS.
3. THE KERB SIDE TACTILE PAVINGIN THIS DETAIL IS STAGGEREDTO ACCOMMODATE THE CURVEIN THE KERBLINE. SEEJRA-SD-RCS073 FOR ANALTERNATIVE WHICH INVOLVESCUTTING THE TACTILE PAVING.
4. THE DETAIL RECOMMENDSCAREFUL SITING OF TRAFFICSIGNAL POLES WITH CONTROLBUTTONS IN ORDER TO MAINTAINCLEAR PATHS FOR PEDESTRIANSWITH SIGHT DISABILITIES.
AUDIBLE/PUSH BUTTONFOR FOR BLINDPERSONS
PEDESTRIAN SIGNAL
VEHICULAR SIGNAL
PATH OF BLIND ORPARTIALLY SIGHTEDPERSONS ANDWHEELCHAIRS ONCROSSING
3000 1500
100 150100 FIG.3 KERBS (BACK-TO-BACKWHEN SIDEWALK LEVEL ISREDUCED)
3000
PR
EFE
RR
ED
MIN
IMU
M
RAMP DOWN
DIRECTIONAL TACTILESLABS 300x300(400x400 SLABS MAYALTERNATIVELY BESPECIFIED)
LOW LEVELLANDING
3000
300mm CONCRETECHANNEL
300mm CONCRETEAPRON TO TACTILESLABS
100
100
FIG 3 KERBS (BACK-TO-BACKWHEN SIDEWALK LEVELIS REDUCED)
DIRECTIONAL TACTILE SLABS300x300 CUT TO FIT CURVE ONFRONT EDGE - RIBBINGPARALLEL TO CHANNEL.(400x400 SLABS MAY ALSOBE SPECIFIED)
RAMP DOWN
1 IN 50
R 10m1 IN 50
1 IN 50
TOP OF RAMP
R 1
0m
DETAIL BTYPICAL BUTTON
CONTROL AT TACTILECROSSING
DIRECTIONAL TACTILE SLABS300x300 CUT TO FIT CURVE ON
FRONT EDGE - RIBBINGPARALLEL TO CHANNEL.
(400x400 SLABS MAY ALSOBE SPECIFIED)
CAST-IN-SITU BLENDEDDOWNWARDS END TOBACK-TO-BACK KERBS
TACTILE SLABS AND PEDESTRIANSIGNAL HEADS OMITTED FOR
CLARITY
DETAIL AOFFSET DISABLEDCROSSING FLOW
PATTERN
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-073
SCALE AS SHOWN: NTS
DATE: 02/04/2015
ROADS: COMPLETE STREETS
TYPICAL TACTILE PEDESTRIAN CROSSING - SIGNALISEDINTERSECTION - PARALLEL RAMPING
1. THE DETAILS FOR TACTILEPAVING STANDARDS IN SOUTHAFRICA ARE CURRENTLY UNDERREVIEW. THE DETAILS ON THISDRAWING ARE THEREFORESUBJECT TO ALTERATION ONCETHE STANDARD IS FINALISED.
2. THIS DETAIL SHOWS FULLRAMPING ON EACH APPROACHTO A LOW LEVEL SIDEWALKLINKING BOTH PEDESTRIANCROSSINGS. THIS LOW LEVELAREA SHOULD HAVE A 1 IN 50CROSSFALL TOWARDS THECHANNEL LINE, INCLUDING THETACTILE PAVING. THISTREATMENT MAY REQUIRE ADRAIN BEHIND THE KERB LINE.THE APPROACH RAMP SLOPESWILL DEPEND ON INDIVIDUALSITE CONDITIONS BUT SHOULDBE GRADED AS GENTLY AS ISPRACTICAL.
3. THE KERB SIDE TACTILE PAVINGIN THIS DETAIL HAS BEENALIGNED TO THE CHANNEL LINEON THE CURVE AND REQUIRESSEVERAL PAVERS TO BE CUT TOFORM THIS CURVE. THISPROBLEM CAN BE AVOIDED ORREDUCED BY ALIGNING THEPEDESTRIAN CROSSINGS WITHTHE TANGENTS TO THE CORNERCURVE.
AUDIBLE/PUSH BUTTONFOR FOR BLINDPERSONS
PEDESTRIAN SIGNAL
VEHICULAR SIGNAL
PATH OF BLIND ORPARTIALLY SIGHTEDPERSONS ANDWHEELCHAIRS ONCROSSING
300 300 600 2100
SIDEWALK CROSSFALL 1 IN 50
SLOPE DOWN
PRIMARY SIDEWALK SLOPEAT PREFERRED 1 IN 15
TACTILE PAVING (300x300x65)
BEDDING 6:1 SAND/CEMENT MIX - 30mm
100mm FOUNDATION COMPACTED TO 90°MEDIUM AASHTO DENSITY
2 ROWS DIRECTIONAL TACTILEPAVERS - 1 IN 50 CROSSFALL
2 ROWS DIRECTIONAL TACTILEPAVERS - PREFERRED 1 IN 15MAX 1 IN8 SECONDARY SLOPETO CHANNEL
BACK -TO- BACKFIG.3 KERBS ON
LOWER SECTION
CONCRETECHANNEL/RAMP
APRON
EXISTINGROAD BASE
TYPICAL CROSS-SECTION - COMBINATION RAMP (ON LINE OF TACTILE PAVERS) -INTERMEDIATE LANDING
300 300 600 2100
SIDEWALK CROSSFALL 1 IN 50
SLOPE DOWN
NOMINAL 3m SIDEWALK
INTERLOCKING BLOCK PAVING1 IN 50 CROSSFALL
2 ROWS DIRECTIONAL TACTILEPAVERS 1 IN 50 CROSSFALL ON 30mm6 : 1 SAND/CEMENT BEDDINGMATERIAL
BACK -TO- BACKFIG.3 KERBS ON
LOWER SECTION
CONCRETECHANNEL/RAMP
APRON
EXISTINGROAD BASE
TYPICAL CROSS-SECTION - PARALLEL RAMP -LOW LEVEL LANDING
COMPLETE PARALLELSIDEWALK SLOPE ATPREFERRED 1 IN 15
SIDEWALK PAVINGINTERLOCKING BLOCKS -DRAINAGE CROSSFALL
BEDDING 20mm SAND
100mm FOUNDATION COMPACTED TO 90°MEDIUM AASHTO DENSITY
NOMINAL 3m SIDEWALK
CONCRETE FILLET
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRCS-074
SCALE AS SHOWN: NTS
DATE: 02/04/2015
ROADS: COMPLETE STREETS
TYPICAL TACTILE PAVING RAMP DETAILS IN SECTION
1. THE CROSS SECTIONS SHOWNCOVER THE 2 MOST LIKELYBASIC TYPES OF SIDEWALKRAMPING LIKELY TO BESPECIFIED IN JOHANNESBURG.SEE DRAWING JRA-SD-RCS-070.
2. THE SECTIONS SHOW 300x300x65TACTILE PAVERS WHICH MAYOFFER BENEFITS IN SIDEWALKSHAPING. 400x400x65 TACTILEPAVERS MAY BE SPECIFIED INWHICH CASE THE RISE OF THESECONDARY SLOPE WILLINCREASE SLIGHTLY.
3. THE RATES OF SLOPE SHOWNFOR RAMPS ARE NOTIONAL &SUBJECT TO INDIVIDUAL SIGHTDESIGN. A SLOPE OF 1 IN 8 MAYBE USED ONLY OVER VERYSHORT DISTANCES. IN STEEPLYSLOPING SITUATIONS IT MAY BENECESSARY TO DEVELOP APRIMARY SIDEWALK RAMP INMORE THAN ONE STAGE WITHSHORT, LEVEL, INTERMEDIATESECTIONS.
1.5
- R
OA
DS
: BR
T
1.5 – ROADS: BRT
DRAWING NUMBER DRAWING DESCRIPTION
REVISION NUMBER 0 1 2 3 4 5
REVISION DATE JRA-SD-RBRT-010 Typical Cross Section between Intersections 300615 JRA-SD-RBRT-020 Typical Cross Section at Intersections 300615 JRA-SD- RBRT-030 Typical Cross Section at BRT Stations 300615 JRA-SD- RBRT-040 Long Section – Road @ 5% - Station @ 0% 300615 JRA-SD- RBRT-041 Cross Section - Road @ 5% - Station @ 0% 300615 JRA-SD- RBRT-050 Long Section – Road @ 5% - Station @ 3% 300615 JRA-SD- RBRT-051 Cross Section - Road @ 5% - Station @ 3% 300615 JRA-SD- RBRT-060 Typical Details 300615 JRA-SD- RBRT-080 Typical Pavement Structure – ES100 300615 JRA-SD- RBRT-081 Typical Pavement Structure – ES30 300615 JRA-SD- RBRT-082 Typical Pavement Structure – ES10 300615 JRA-SD- RBRT-100 Station Modules - 1 300615 JRA-SD- RBRT-101 Station Modules - 2 300615 JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT- JRA-SD- RBRT-
1.5 - ROADS: BRT
DESCRIPTION
BRT LANE
RUMBLE STRIP SEPARATOR
MIXED TRAFFIC LANE
3.00 m
0.25 m
3.20 m
-MEDIAN ISLAND
RECOMMENDED(MINIMUM)
ABSOLUTE(MINIMUM)
3.50 m
0.30 m
3.50 m
0.60 m
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-010
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
TYPICAL CROSS SECTION BETWEEN INTERSECTIONS
35003500 300
DEDICATED BRT
DESCRIPTION
BRT LANE
MIXED TRAFFIC LANE
0.25 m
3.20 m
2.70 m
2.70 m
RIGHT TURNING LANE
1.50 m
BRT WITH MIXEDTURNING TRAFFIC DEDICATED BRTMIXED TRAFFIC
MEDIAN ISLAND
LEFT TURNING LANE
0.30 m
3.50 m
3.00 m
3.00 m
2.00 m*
e %
DETAILS AS PER
ABSOLUTE(MINIMUM) (MINIMUM)
3.50 m 3.00 m**
e %
e % e %e %
MIXED TRAFFICMIXED TRAFFIC
MIXED TRAFFICMIXED TRAFFIC MIXED TRAFFIC
480
1. * MINIMUM MEDIAN WIDTH TO BEUSED AT THE INTERSECTION TOBE 2M IN ORDER TOACCOMMODATE TRAFFIC LIGHTHEAD IF REQUIRED.
2. ** WIDTH OF SHARED RIGHTTURNING LANE AND BRT LANE TOBE DROPPED TO 3m ONLY ATLOCALISED PINCH POINTS OR ATBRT STOP AREAS.
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-020
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
TYPICAL CROSS SECTION AT INTERSECTIONS
TYPICAL CROSS-SECTION AT BRT STATION(WITHOUT BY-PASS LANE)
TYPICAL CROSS-SECTION AT BRT STATION(WITH BY-PASS LANE)
DESCRIPTION
BRT BY-PASS LANE
ABSOLUTE
3.50 m
(MINIMUM) (MINIMUM)
3.30 m
BRT STOPPING LANE 3.00 m -
MIXED TRAFFIC LANE 3.50 m 3.20 m
SEPARATOR 0.30 m 0.25 m
POLYMER RUMBLESTRIP SEPARATOR
OR SIMILAR APPROVED
POLYMER RUMBLESTRIP SEPARATOROR SIMILAR APPROVED
POLYMER RUMBLESTRIP SEPARATOROR SIMILAR APPROVED
POLYMER RUMBLESTRIP SEPARATOR
OR SIMILAR APPROVED
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-030
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
TYPICAL CROSS SECTION AT BRT STATIONS
A
B
B
A
TYPICAL TREATMENT TO PROVIDE BRT STATION AT 0.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE
MAX GRADE =
10.0
%
0.0 %
PEDESTRIAN ACCESS RAMP AT 1:14
5.0 %
5.0 %
PEDESTRIAN ACCESS RAMPLENGTH = 76.3m
EMERGENCY PEDESTRIAN EXIT RAMPLENGTH = 41.5m
BRT STATIONLENGTH = 50.5m
RETAINING WALLLENGTH = 135.8m
10.0 % GRADE BRT BUS LANELENGTH = 30.4m
EXISTING ROAD LEVEL
TOP OF MEDIAN
ROAD LEVEL
BRT STATION PLATFORM
10.0 % GRADEBRT BUS LANE
LENGTH = 14.9mVC L = 10.0m VC L = 10.0m
VC L = 10.0 m VC L = 10.0 m
MAX GRADE =
10.0
%
BRT BUS LANE GRADE LINEJOIN POINT WITH EXISTINGROAD GRADE LINE
TOP OF MEDIAN
RETAINING WALL BETWEENBRT LANES AND MIXEDTRAFFIC LANES.
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-040
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
LONG SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 0.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE
SECTION B - B
SECTION A - A
TYPICAL SECTION THROUGH STATION IN CUTGRADE OF EXISTING ROAD = 5.0 %
GRADE OF BRT STATION = 0.0 %
TYPICAL SECTION THROUGH STATION IN FILLGRADE OF EXISTING ROAD = 5.0 %
GRADE OF BRT STATION = 0.0 %
EXISTINGGROUND
LEVEL
BRT LANE
1.5 % MINDRAINAGE OPENING
1
1 1
1.5 % MIN
PAVEDSIDEWALK
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANEPAVED
SIDEWALK
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANEBRT
LANE
PAVEDSIDEWALK
RE
TAIN
ING
WA
LL W
ITH
CO
NC
RE
TE B
AR
RIE
R
BRTLANE
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANEPAVED
SIDEWALK
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANEBRT
LANEBRT
STATION
BRTSTATION
RE
TAIN
ING
WA
LL W
ITH
CO
NC
RE
TE B
AR
RIE
R
RE
TAIN
ING
WA
LL W
ITH
CO
NC
RE
TE B
AR
RIE
R
STO
RM
WA
TER
DR
AIN
STO
RM
WA
TER
DR
AIN
SEE DETAIL(JRA-SD-RBRT-060)
DRAINAGE OPENING
SEE DETAIL(JRA-SD-RBRT-060)
SEE DETAIL(JRA-SD-RBRT-060)
SEE DETAIL(JRA-SD-RBRT-060)
EXISTING GROUND LEVEL
RE
TAIN
ING
WA
LL W
ITH
CO
NC
RE
TE B
AR
RIE
R
STO
RM
WA
TER
DR
AIN
STO
RM
WA
TER
DR
AIN
CROSSFALL VARIES: (0.0 % TO4.0 % TO ALLOW LONGITUDINALGRADIENT OF 0.5 % FORDRAINAGE.)
2 PROJECT SPECIFICSTORMWATER DESIGNREQUIRED IN ORDER TO SIZEDRAIN.
22
2 2
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-041
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
CROSS SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 0.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE
TYPICAL TREATMENT TO PROVIDE BRT STATION AT 3.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE
C
D
D
C
1:14
5.0 %
5.0 %
3.0 %
PEDESTRIAN ACCESS RAMPLENGTH = 26.6 m
EMERGENCY PEDESTRIAN EXIT RAMPLENGTH = 20.6 m
BRT STATIONLENGTH = 50.5 m
RETAINING WALLLENGTH = 96.7 m
10.0 % GRADEBRT BUS LANE
LENGTH = 16.7 m
EXISTING GROUND LEVEL
TOP OF MEDIAN
ROAD LEVEL
MAX GRADE =
10.0
%
VC L = 10.0 m VC L = 10.0 m
TOP OF MEDIAN
BRT STATION PLATFORM
BRT BUS LANE GRADE LINEJOIN POINT WITH EXISTINGROAD GRADE LINE
RETAINING WALL BETWEENBRT LANES AND MIXEDTRAFFIC LANES.
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-050
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
LONG SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 3.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE
SECTION C - C
SECTION D - D
TYPICAL SECTION THROUGH STATIONGRADE OF EXISTING ROAD = 5.0 %
GRADE OF BRT STATION = 3.0 %
1.5 % MIN
1.5 % MIN 1.5 % MIN
1.5 % MIN
EXISTINGGROUND
LEVEL
SEE DETAIL(JRA-SD-RBRT-060)
SEE DETAIL(JRA-SD-RBRT-060)
PAVEDSIDEWALK
PAVEDSIDEWALK
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANEBRT
STATIONBRT
LANEBRT
LANE
PAVEDSIDEWALK
PAVEDSIDEWALK
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANE
MIXEDTRAFFIC
LANEBRT
STATIONBRT
LANEBRT
LANE
RE
TAIN
ING
WA
LLW
ITH
CO
NC
RE
TE B
AR
RIE
R
RE
TAIN
ING
WA
LLW
ITH
CO
NC
RE
TE B
AR
RIE
R
SEE DETAIL(JRA-SD-RBRT-060)
SEE DETAIL(JRA-SD-RBRT-060)
EXISTINGGROUND
LEVEL
TYPICAL SECTION THROUGH STATIONWITH GRADE OF EXISTING ROAD = 5.0 %AND GRADE OF BRT STATION = 3.0 %
RE
TAIN
ING
WA
LL W
ITH
CO
NC
RE
TE B
AR
RIE
R
RE
TAIN
ING
WA
LL W
ITH
CO
NC
RE
TE B
AR
RIE
R
STO
RM
WA
TER
DR
AIN
1
STO
RM
WA
TER
DR
AIN
1
STO
RM
WA
TER
DR
AIN
1
STO
RM
WA
TER
DR
AIN
1
1 PROJECT SPECIFICSTORMWATER DESIGNREQUIRED IN ORDER TO SIZEDRAIN.
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-051
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
CROSS SECTION - TYPICAL TREATMENT TO PROVIDE BRT STATIONAT 3.0 % GRADE WHERE EXISTING ROAD IS AT 5.0 % GRADE
VA
RIE
S73
0100
VA
RIE
S
53
300
1500
300
100
POLYMERRUMBLE BLOCK
OR SIMILAR
5890
300
MIXED TRAFFIC LANE 300 BRT LANE
SLOPE
TYPICAL DETAIL OF RUMBLE BLOCK BETWEENBRT AND MIXED TRAFFIC LANES
TYPICAL RUMBLE STRIP INSTALLATION DETAIL BETWEENBRT LANE AND MIXED TRAFFIC LANES
VARIES
SURFACING
160
180
160
180
BRT LANEBRT LANE
MEDIANPAVING
240
120
90
200 200 200
CLASS 15/19CONCRETEENCASEMENT
600
300
CLASS 25/19CONCRETE BEDDING
SOILCRETE IN FILL20
TYPICAL MEDIAN KERB AND SLEEVE INSTALLATIONDETAILS WHERE BRT LANES DIFFER IN LEVEL
TYPICAL RETAINING WALL DETAIL AT BRT STATIONSWHERE THE MIXED TRAFFIC AND BRT LANES
ARE AT DIFFERENT LEVELS
e %
CLASS 25/19CONCRETE BEDDING
e %
(3500)
NORMALROAD SLOPE
NORMALROAD SLOPE
A
B
PLAN
SECTION A-A SECTION B-B
300
92
92
585870
192
70
111111
300
104 8787
POLYMERRUMBLE BLOCKOR SIMILAR
CAST INCLASS 25/19CONCRETE BEDDING
ANCHOR
70
e %
300
Ø 110 mmSLEEVES
DRAINAGEOPENING
STORMWATERDRAIN
180
50
100
VA
RIE
S
180
50JOHANNESBURG ROADS AGENCY (PTY) LTD
CITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-060
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
TYPICAL DETAILS
CRUSHED STONE BASE2
3
4
5
6
7
8
9
1
3
1
6
6
8
9
- CONTINUOUSLY MEDIUMGRADED ASPHALTSURFACING- CONCRETE PAVEMENT
- CRUSHED STONE BASE
*
*(2 x 90 mm LAYERS)
6
6
6
1
4
8
9
2
5
7
8
9
ES100 PAVEMENTSTRUCTURE
HOT MIX ASPHALT BASE CONCRETE PAVEMENT
- CONTINUOUSLY GRADEDASPHALT BASE- STABILIZED CRUSHEDSTONE BASE- STABILISED NATURALGRAVEL SUBBASE- STABILISED NATURALGRAVEL SUBBASE- SELECTED GRAVELSUBGRADE- SELECTED INSITUGRAVEL SUBGRADE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-080
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
TYPICAL PAVEMENT STRUCTURE - ES100
CRUSHED STONE BASE
ES30 PAVEMENT STRUCTURE
HOT MIX ASPHALT BASE CONCRETE PAVEMENT
3
1(b)
6(a)
8
9
6(a)
4
1(a)
6(b)
7(b)
8
9
8
9
7(a)
2
5
2
3
4
5
6
7
8
9
1 - CONTINUOUSLY MEDIUMGRADED ASPHALTSURFACING- CONCRETE PAVEMENT
- CRUSHED STONE BASE
- CONTINUOUSLY GRADEDASPHALT BASE- STABILIZED CRUSHEDSTONE BASE- STABILISED NATURALGRAVEL SUBBASE- STABILISED NATURALGRAVEL SUBBASE- SELECTED GRAVELSUBGRADE- SELECTED INSITUGRAVEL SUBGRADE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-081
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
TYPICAL PAVEMENT STRUCTURE - ES030
CRUSHED STONE BASE
ES10 PAVEMENT STRUCTURE
HOT MIX ASPHALT BASE CONCRETE PAVEMENT
9
11
3
6(a)
7(a)
2
3
4
5
6
7
8
9
1 - CONTINUOUSLY MEDIUMGRADED ASPHALTSURFACING- CONCRETE PAVEMENT
- CRUSHED STONE BASE
- CONTINUOUSLY GRADEDASPHALT BASE- STABILIZED CRUSHEDSTONE BASE- STABILISED NATURALGRAVEL SUBBASE- STABILISED NATURALGRAVEL SUBBASE- SELECTED GRAVELSUBGRADE- SELECTED INSITUGRAVEL SUBGRADE
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-082
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
TYPICAL PAVEMENT STRUCTURE - ES010
BRT LANE
BRT BUS STOP
12.00012.000
REFER TO NMT STANDARDS
18.500 18.500
3.500
3.800
3.500
3.800
5.000
25.6
00
62.500
101.000
12.000 12.000 18.5000 40.000 18.500REFER TO NMT
STANDARDS
3.800
3.000
3.500
3.800
3.000
5.000
31.6
00
3.500
3.200
3.300
20.5
00
18.500 18.500
REFER TO NMT STANDARDS
12.000 12.000
61.000
18.500012.00012.000
42.500
18.500 10.000 10.000
42.500
3.500
3.300
3.200
REFER NMT STANDARDS
REFER NMT STANDARDS
REFER TO NMT STANDARDS REFER NMT
STANDARDS
1 MODULE SINGLE SIDE (NO BYPASS)1 MODULE SINGLE SIDE (NO BYPASS)
2 MODULES (NO BYPASS)
1 MODULE STAGGERED (NO BYPASS)
2 MODULES (WITH BYPASS)
ACCESSACCESS TICKETOFFICE
TICKETOFFICE
TICKETOFFICE
ACCESSSTATIONMODULE
STATIONMODULE
STATIONMODULE
STATIONMODULE
1.500
ACCESS TICKETOFFICE
STATIONMODULE
STATIONMODULE
ACCESS TICKETOFFICE
STATIONMODULE
STATIONMODULE
REFER TO NMT STANDARDS
PLATFORM
SIDEWALK
3.200
3.300
20.5
00
3.500
3.300
3.200
REFER TO NMT STANDARDS
3.200
3.300
20.5
00
3.500
3.300
3.200
REFER TO NMT STANDARDS
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-100
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
STATION MODULES - SHEET 1 OF 2
3.500
3.800
5.000
3.800
3.500
25.6
00
12.000 18.500 18.500 40.000 18.50018.500
165.000
3.500
3.800
3.000
3.500
3.800
3.000
5.000
31.6
00
STATIONMODULE
STATIONMODULE
1.500
STATIONMODULE
12.000ACCESS TICKET
OFFICESTATIONMODULE
1.50012.000TICKETOFFICE
12.000ACCESS
4 MODULES (NO BYPASS)
STATIONMODULE
ACCESS TICKETOFFICE
STATIONMODULE
STATIONMODULE
STATIONMODULE
TICKETOFFICE
ACCESS
4 MODULES (WITH BYPASS)
REFER TO NMT STANDARDS
REFER NMT STANDARDS
REFER NMT STANDARDS
REFER TO NMT STANDARDS
BRT LANE
BRT BUS STOP
PLATFORM
SIDEWALK
12.000 18.500 18.500 40.000 18.50018.500
165.0001.500
12.0001.500
12.000 12.000
JOHANNESBURG ROADS AGENCY (PTY) LTDCITY OF JOHANNESBURG
Drawing Sub-setDRAWING NUMBER EXTN.
AMENDMENT NUMBER:
DRAWN BY:
DRAWING CHECKED BY:
DRAWING APPROVED BY:
DESIGNED BY:
STRUCTURAL DESIGN BY:
CHECKED BY:
AMENDMENTSNo. DATE APPROVED DESCRIPTION
LEGEND
NOTES
JRA-SDRBRT-101
SCALE AS SHOWN: NTS
DATE: 29/04/2015
ROADS: BUS RAPID TRANSIT (BRT)
STATION MODULES - SHEET 2 OF 2
Directors: Chairman: K Shubane. Managing Director: D S Macozoma. Non-Executive Directors:
M Miamane. Dr J Maina. E. Ngomane. L Masamaife. J Nxumalo. H Mashele Company Secretary: Adv. T P Bokako
Registration No. 2000/028993/07
66 Sauer Street, Johannesburg, 2000 JRA, Private Bag X70, Braamfontein, 2017 Tel: (011) 298-5000 Fax:(011) 298-5178 www.jra.org.za
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