Construction Consents Standard Construction Details...Page 2 of 3 107 FT NAC/107/FT PRECAST CONCRETE...

NORTH AYRSHIRE COUNCIL

ECONOMIC DEVELOPMENT amp REGENERATION

Cunninghame House Irvine KA12 8EE

Email transportationnorth-ayrshiregovuk

Construction Consents

Standard Construction Details

Date Created 19th August 2019

Revision 5

Revision Date 23rd September 2020

INTRODUCTION

North Ayrshire Council has produced a set of standard details that can be used in the submission

of construction consents within North Ayrshire Our standard construction details provide useful

information for construction consent applications These can either be duplicated for consents

within the area or referenced in any submitted consent The developer is responsible for ensuring

that the standard details are relevant for their construction consent submission

If the standard details are copied into construction consent submissions please add the following

to the drawings

ldquoThe standard details (Revision X) within this submission are obtained from North Ayrshire

Councils standard details with their permission North Ayrshire Council disclaim all responsibility

and accept no liability (including in negligence) for the consequences for any person using these

standard details

NORTH AYRSHIRE COUNCIL - LIST OF STANDARD DRAWINGS

No Code Drawing No Title Revision Date

001 CD NAC001CD STANDARD FOOTWAYCARRIAGEWAY CONSTRUCTION DEPTHS

A 190819

Kerb Details

101 HB1 NAC101HB1 PRECAST CONCRETE KERB TYPES STANDARD 125x255mm HALF BATTER KERB (HB1)

A 190819

102 SP1 NAC102SP1 PRECAST CONCRETE KERB TYPES STANDARD 125x255mm SPLAYED KERB (SP1)

A 190819

103 BN1 - 4 NAC103BNK PRECAST CONCRETE KERB TYPES STANDARD 125x255mm BULLNOSED KERB (Various Upstand)

A 190819

104 BN5 NAC104BN5 PRECAST CONCRETE KERB TYPES STANDARD 125x150mm BULLNOSED KERB (BN5)

A 190819

105 CS NAC105CS PRECAST CONCRETE KERB TYPES STANDARD 125x225mm SQUARE CHANNEL KERB (CS)

A 190819

106 RT NAC106RT PRECAST CONCRETE KERB TYPES STANDARD 50x150mm ROUND TOP EDGING KERB (RT)

A 190819

107 FT NAC107FT PRECAST CONCRETE KERB TYPES STANDARD 50x150mm FLAT TOP EDGING KERB (FT)

A 190819

of 3

108 TR NAC108TR PRECAST CONCRETE KERB TYPES STANDARD TRIEF KERB (TR)

A 190819

Typical Sections

201 FCA NAC201FCA STREET TYPE 1 2 OR 3 WITH FOOTWAY (100mm kerb upstand)

A 190819

202 FCB NAC202FCB STREET TYPE 3 OR 4 WITH FOOTWAY (30mm kerb upstand) A 190819

203 DM4 NAC203DM4 STREET TYPE 4 WITH DEMARCATION ZONE A 190819

204 SC4 NAC204SC4 STREET TYPE 4 WITH SERVICE STRIP (50mm kerb upstand) A 190819

205 DW2 NAC205DW2 STREET TYPE 1 2 OR 3 AT DRIVEWAYACCESS B 230920

206 DW3 NAC206DW3 STREET TYPE 4 AT DRIVEWAYACCESS B 250220

207 SNA1 NAC207SNA1 STREET TYPE 1 2 OR 3 - NO ADJACENT ADOPTABLE ASSET (100mm kerb upstand)

A 190819

208 SNA2 NAC208SNA2 STREET TYPE 3 or 4 - NO ADJACENT ADOPTABLE ASSET (50mm kerb upstand)

A 190819

209 SFT NAC209SFT TYPICAL STREET WITH GULLY AND ADJACENT FILTER TRENCH

A 190819

210 RFP NAC210RFP TYPICAL FOOTPATH WITH FILTER TRENCH A 200819

211 OVR NAC211OVR BLOCK PAVED OVERRUN CONSTRUCTION DETAIL A 200819

212 TRCS NAC212TRCS TRANSITION FEATURE TO A TYPE 3 OR 4 STREET A 200819

213 PAR NAC213PAR STANDARD FOOTWAYOFF STREET PARKING BAYS CONSTRUCTION

A 200819

Utilities and Drainage

301 SER NAC301SER RECOMMENDED POSITIONING OF UTILITY APPARATUS IN A 2 METRE FOOTWAY

A 200819

302 GUL NAC302GUL PRECAST CONCRETE TRAPPED STREET GULLY 450 mm NOMINAL BORE

A 200819

303 MH1 NAC303MH1 TYPE B MANHOLE - MAXIMUM DEPTH 3 METRES (to be used within carriageway)

A 200819

304 MH2 NAC304MH2 TYPE A MANHOLE - DEPTH 3 TO 6 METRES (to be used within carriageway)

A 200819

305 CTP NAC305CTP CATCHPIT (to be used outwith carriageway)

A 200819

306 ROD NAC306ROD RODDING EYE DETAIL A 200819

307 CPD NAC307CPD CARRIER PIPE DETAIL - PIPE BEDDING DETAIL A 200819

308 FLT1 NAC308FLT1 FILTER TRENCH CONSTRUCTION - SECTION A 200819

309 FLT2 NAC309FLT2 FILTER TRENCH CONSTRUCTION - PLAN A 200819

310 HCH NAC310HCH HYDROBRAKE CHAMBER A 200819

311 PS NAC311PS TYPICAL SECTION THROUGH POND MARGIN A 210819

312 PB NAC312PB TYPICAL SECTION THROUGH BASIN A 210819

313 PI NAC313PI DETENTION POND INLET HEADWALL DETAIL A 210819

314 PO NAC314PO DETENTION POND OUTLET HEADWALL DETAIL A 210819

315 PSG NAC315PSG DETENTION POND OUTFALL SAFETY GRILLE DETAIL A 210819

316 PPF NAC316PPF DETENTION PONDBASIN PERIMETER FENCE DETAIL A 210819

317 SWP NAC317SWP STANDARD WET SWALECARRIAGEWAY CONSTRUCTION A 210819

318 SWS NAC318SWS STANDARD WET SWALECARRIAGEWAY CONSTRUCTION A 210819

319 SDP NAC319SDP STANDARD DRY SWALECARRIAGEWAY CONSTRUCTION A 210819

320 SDS NAC320SDS STANDARD DRY SWALECARRIAGEWAY CONSTRUCTION A 210819

Footway

401 TPS NAC401TPS TACTILE PAVING AT SIGNALS A 210819

402 TPC NAC402TPC TACTILE PAVING AT PEDESTRIAN A 210819

Page 2 of 3

CROSSING POINTS

403 BS NAC403BS STANDARD BUS STOP CONSTRUCTION A 210819

404 DW1 NAC404DW1 STANDARD PRIVATE DRIVEWAY ACCESS (FOOTWAY) B 250220

405 SMA NAC405SMA SINGLE MINOR COMMERCIAL ACCESS HOUSING COURT OR CAR PARK UP TO 50 SPACES

A 210819

406 MCA NAC406MCA MINOR COMMERCIAL ACCESS OR CAR PARK OVER 50 SPACES

A 210819

407 MAC NAC407MAC MAJOR COMMERCIAL ACCESS A 210819

408 DWD NAC408DWD MINIMUM DRIVEWAY DIMENSIONS A 210819

409 PCR NAC409PCR DROPPED KERB DETAIL AT DESIGNATED PEDESTRIAN CROSSING

B 100120

410 DW4 NAC410DW4 STANDARD PRIVATE DRIVEWAY ACCESS (SERVICE STRIP) B 230920

Miscellaneous

501 CAP NAC501CAP CAPPING LAYER REQUIREMENTS SUBJECT TO FROST SUSCEPTIBILITY

A 210819

502 BOL NAC502BOL BOLLARD DETAIL A 210819

503 TRE NAC503TRE TREE PIT DETAIL WITH CONTAINMENT A 210819

504 SCJ NAC504SCJ STEPPED CARRIAGEWAY JOINT A 210819

505 POS NAC505POS SIGNPOST FOUNDATION DETAIL A 210819

506 SNP NAC506SNP STREET NAMEPLATE DETAIL A 210819

Page 3 of 3

NAC001CD STANDARD FOOTWAYCARRIAGEWAY CONSTRUCTION DEPTHS

NOTES

1 All dimensions in millimetres

2 For construction works in Arran HRA should be substituted for the following HRA 3014 to AC 10 close surf 100150 HRA 1510 to AC 6 close surf 100150

DRAWING NO

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY A

REV

Carriageway Construction Road Type

Sub-Base Base Course Binder Course Surface Course 1 Connector Streets 300mm Granular Sub-base Type 1 140mm Dense Base Course Asphalt Concrete 60mm Dense Binder Course Asphalt Concrete 40mm Hot Rolled Asphalt Surface Course

(cl 803) Recipe Mixture (cl 906) Recipe Mixture (cl 906) (Recipe Mixture) (cl 910) (AC 32 Dense Base 100150 rec) (AC 20 Dense Bin 100150 rec) (HRA 3014 F surf 4060)

Black 1420mm Coated Chipping 4060 PSV 60 (cl 915)

2 Local Residential Streets 300mm Granular Sub-base Type 1 100mm Dense Base Course Asphalt Concrete 60mm Dense Binder Course Asphalt Concrete 40mm Hot Rolled Asphalt Surface Course



3 Shared Space Streets 300mm Granular Sub-base Type 1 (cl 803)

80mm Dense Base Course Asphalt Concrete Recipe Mixture (cl 906)

(AC 32 Dense Base 100150 rec)

50mm Dense Binder Course Asphalt Concrete Recipe Mixture (cl 906)

(AC 20 Dense Bin 100150 rec)

40mm Hot Rolled Asphalt Surface Course

(Recipe Mixture) (cl 910) (HRA 3014 F surf 4060)

Red 1420mm Uncoated Chipping 4060 PSV 60 (cl 915)


(AC 20 dense bin 100150 rec)

4 (a)

Level Surface Streets

300mm Granular Sub-base Type 1 (cl 803)










4 (b)


50mm Bedding Layer of Sharp Sand or Crushed Rock (Appendix 71)

200 x 100 x 80mm Concrete Block Paving (cl 1043)

Footwaypath Cycle Track Construction Type

Sub-Base Binder Course Surface Course Flexible Surfacing

(Urban) 150mm Granular Sub-base Type 1

(cl 803) 50mm Dense Binder Course Asphalt Concrete

Recipe Mixture (cl 906) (AC 20 dense bin 100150 rec)

30mm Hot Rolled Asphalt Surface Course Recipe Mixture (cl 910)

(HRA 1510 F surf 4060) Prior To Compaction 6mm Or 10mm Limestone Chippings Shall Be Applied To The Surface At A Nominal Of 1 Kgmsup2

Flexible Surfacing (Rural)


or recycled suitable material (eg planings)

40mm Close Graded Asphalt Concrete (cl 912)

(AC 14 close surf 100150)



or subject to the agreement of NAC

25mm Close Graded Asphalt Concrete Surface Course (cl 912)


Combined 50mm Close Graded Asphalt Concrete Surface course (cl 912) (AC 10 close surf 100150)

Block Paving or Paviors 150mm Granular Sub-base Type 1 (cl 803)

40plusmn10 mm Bedding Layer of Sharp Sand or Crushed Rock Fines (Appendix 111)

200 x 100 x 65mm thick Rectangular Concrete Block Paving (cl 11 07) or Concrete Pavers (cl 1107)

50

15

0

19

5

60

NOTES

1 All dimensions in millimetres (This drawing is not to scale)

2 Kerb details to comply with BS EN 1340

3 Standard Kerb size 125mm x 255mm

4 Standard Kerb upstand 100mm or otherwise directed

5 Kerbs to be hydraulically pressed

6 Kerb foundation and haunch to be concrete class ST4 30 slump Foundation slump may be reduced if kerbs laid wet

7 Kerbs to be laid and bedded on a layer of M12 mortar not less than 10mm and not more than 40mm thick Alternatively kerbs may be laid directly on newly placed concrete foundation

8 All kerbs to be abutted except kerbs laid to a radius of less than 40m which shall be laid with an average gap of 6mm and pointed with M12 mortar

9 For curves of radius 12m or less kerbs of appropriate radius shall be used as per BS EN 1340

(This drawing is not to scale)

NAC101HB1

PRECAST CONCRETE KERB TYPES STANDARD 125x255mm HALF BATTER KERB (HB1)

DRAWING NO


REV

10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed

ST4 Class Concrete Foundation and Haunch

175 125 50

50

15

0

19

5

60

NOTES











NAC102SP1

PRECAST CONCRETE KERB TYPES STANDARD 125x255mm SPLAYED KERB (SP1)

DRAWING NO

A

REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

CARRIAGEWAY LEVEL

50

15

0

19

5

60

NOTES




4 Kerb upstand to be noted using Type Reference from the table shown







NAC103BNK

PRECAST CONCRETE KERB TYPES STANDARD 125x255mm BULLNOSED KERB (Various Upstand)

DRAWING NO

A

REV


25mm M12 Mortar Bed


VA

RIE

S

(S

EE

T

AB

LE

)

175 125 50

Carriageway Construction

Kerb Type Upstand

BN1 100mm

BN2 50mm

BN3 30mm

BN4 20mm

BN5 See NAC104BN5




4 Standard Kerb upstand 0-6mm at Pedestrian Crossing







NAC104BN5

PRECAST CONCRETE KERB TYPES STANDARD 125x150mm BULLNOSED KERB (BN5)

DRAWING NO

A

REV


50 CARRIAGEWAY LEVEL

0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS

PRECAST CONCRETE KERB TYPES STANDARD 125x225mm SQUARE CHANNEL KERB (CS)

DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50



3 Standard Edging Kerb size 50mm x 150mm








NAC106RT

PRECAST CONCRETE KERB TYPES STANDARD 50x150mm ROUND TOP EDGING KERB (RT)

DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT

PRECAST CONCRETE KERB TYPES STANDARD 50x150mm FLAT TOP EDGING KERB (FT)

DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75

PRECAST CONCRETE KERB TYPES DRAWING NO REV

STANDARD TRIEF KERB (TR) NAC108TR A


50

25 Fall

25 Fall

Kerb Type RT Footway Construction

Type 3 Carriageway to Table NAC001CD Type 2 Carriageway

Kerb Type HB1 Type 1 Carriageway Construction to

Construction to Construction to

Table NAC001CD Table NAC001CD 50

25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed


SURFACE COURSE Road Type

Sub-Base

Carriageway Construction Base Course Binder Course Surface Course

BINDER COURSE 1 Connector

Streets 300mm Granular Sub-base Type 1

(cl 803) 140mm Dense Base Course

Asphalt Concrete (Recipe Mixture (cl 906) (AC 32 dense base

100150 rec)

60mm Dense Binder Course Asphalt Concrete (Recipe Mixture) (cl 906)


40mm Hot Rolled Asphalt Surface Course (Recipe Mixture) (cl 910)

(HRA 3014 F surf 4060) with Black 1420mm Coated Chipping

BASE COURSE 2 Local Residential

Streets


100mm Dense Base Course Asphalt Concrete (Recipe Mixture

(cl 906) (AC 32 dense base



4060 PSV 60 (cl 915)


(HRA 3014 F surf 4060) with

SUB-BASE 100150 rec) Black 1420mm Coated Chipping

4060 PSV 60 (cl 915)

3 Shared Space


80mm Dense Base Course Asphalt Concrete (Recipe Mixture (cl 906)



Streets (AC 32 dense base 100150 rec) (AC 20 dense bin 100150 rec)

130mm Dense Binder Course Asphalt Concrete (Recipe Mixture) (cl 906) (AC 20 dense bin 100150 rec)

(HRA 3014 F surf 4060) with Red 1420mm Uncoated Chipping 4060

PSV 60 (cl 915)


2 New Kerbing details to comply with drawing as stated

3 Full Construction Information for Carriageway to Table NAC001CD

4 Full Construction Information for Footway to Table NAC001CD


300

175 125

DRAWING NO REV STREET TYPE 1 2 OR 3 WITH FOOTWAY (100mm kerb upstand)

NAC201FCA A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall

Type 4b Carriageway Type 34a

Construction to Kerb Type RT Carriageway

Footway Construction Table NAC001CD

Construction to to Table NAC001CD

Table NAC001CD Kerb Type BN3

50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE


Sub-Base Base Course Binder Course

3 Shared 300mm Granular Sub-base Type 1 80mm Dense Base Course Asphalt 50mm Dense Binder Course Asphalt Space (cl 803) Concrete (Recipe Mixture (cl 906) Concrete (Recipe Mixture) (cl 906) Streets (AC 32 dense base 100150 rec) (AC 20 dense bin 100150 rec)


300mm Granular Sub-base Type 1 80mm Dense Base Course Asphalt 50mm Dense Binder Course Asphalt (cl 803)

4 Concrete (Recipe Mixture (cl 906) Concrete (Recipe Mixture) (cl 906)

(a) (AC 32 dense base 100150 rec) (AC 20 dense bin 100150 rec)

Level 130mm Dense Binder Course Asphalt Concrete (Recipe Mixture) (cl 906)

Surface (AC 20 dense bin 100150 rec)

Streets 400mm Granular Sub-base Type 1 (cl 803) 50mm Bedding Layer of Sharp Sand

or Crushed Rock (Appendix 71) 4

(b)

15

0

19

5

60

175 125

Surface Course 40mm Hot Rolled Asphalt Surface Course (Recipe Mixture) (cl 910)


PSV 60 (cl 915)



PSV 60 (cl 915)

200 x 100 x 80mm thick Concrete Rectangular Block Paving (cl 1043)

DRAWING NO REV STREET TYPE 3 OR 4 WITH FOOTWAY (30mm kerb upstand)

NAC202FCB A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone

Kerb Type BN2 Type 4b Carriageway Construction to Table

Type 4b Carriageway NAC001CD Kerb Type CS Type 4a Carriageway


Table NAC001CD1 Table NAC001CD






STREET TYPE 4 WITH DEMARCATION ZONE DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC203DM4 A

50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed

ST4 Class Concrete Foundation ST4 Class

and Haunch Concrete Foundation and Haunch

SURFACE COURSE Carriageway Construction

BINDER COURSE Road Type Sub-Base Base Course Binder Course Surface Course

SAND BEDDING

4 (a)

Level

300mm Granular Sub-base Type 1

(cl 803)

80mm Dense Base Course Asphalt Concrete (Recipe Mixture (cl 906) (AC 32 dense base 100150 rec)


40mm Hot Rolled Asphalt Surface Course (Recipe Mixture) (cl 910) (HRA 3014 F surf 4060) with Red 1420mm Uncoated

Chipping 4060 PSV 60 (cl 915)

Surface 130mm Dense Binder Course Asphalt Concrete (Recipe

SUB-BASE 4

(b)

Streets Mixture) (cl 906) (AC 20 dense bin 100150 rec)

400mm Granular Sub-base Type 1 (cl 803) 50mm Bedding Layer of Sharp Sand or Crushed Rock

(Appendix 71)


TOP SOIL amp GRASS SEED

60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100

Type 4b Carriageway Type 4a Carriageway

Kerb Type BN2 Construction to

Construction to Table NAC001CD

Table NAC001CD Kerb Type FT

50

80




(This drawing is not to scale) 25

300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING Carriageway Construction

Road Type Sub-Base Base Course Binder Course Surface Course

SUB-BASE 300mm Granular 80mm Dense Base Course 50mm Dense Binder Course 40mm Hot Rolled Asphalt Surface Course Sub-base Type 1

4 Asphalt Concrete (Recipe Asphalt Concrete (Recipe (Recipe Mixture) (cl 910) (HRA 3014 F

(a) (cl 803) Mixture (cl 906) (AC 32 Mixture) (cl 906) (AC 20 surf 4060) with Red 1420mm Uncoated

dense base 100150 rec) dense bin 100150 rec) Chipping 4060 PSV 60 (cl 915) Level

Surface TOP SOIL amp GRASS SEED

130mm Dense Binder Course Asphalt Concrete (Recipe Streets Mixture) (cl 906) (AC 20 dense bin 100150 rec)

400mm Granular Sub-base Type 1 (cl 803) 50mm Bedding Layer of 200 x 100 x 80mm thick Concrete Sharp Sand or Crushed Rock

4 Rectangular Block Paving (cl 1043)

(b) (Appendix 71)

175 125

DRAWING NO REV STREET TYPE 4 WITH SERVICE STRIP (50mm kerb upstand)

NAC204SC4 A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall

ACO Domestic Channel Drain or similar approved (Not required if Driveway falls away from footway See Note 6)

Construction to Table NAC001CD For dwellings up to 2- Footway construction For dwellings more than two other accesses- Type 3 Carriageway with the exception of a

Private Driveway to Architects Design

Kerb Type FT

2m wide Footway

footway surface course

Kerb Type BN4

Type 1 Carriageway Construction to Table NAC001CD



50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

BASE COURSE Carriageway Construction

SUB-BASE Road Type

1 Connector Streets

Sub-Base Base Course Binder Course 300mm Granular Sub-base Type 1 140mm Dense Base Course 60mm Dense Binder Course Asphalt

(cl 803) Asphalt Concrete (Recipe Mixture Concrete (Recipe Mixture) (cl 906) (cl 906) (AC 32 dense base (AC 20 dense bin 100150 rec)

100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets

300mm Granular Sub-base Type 1 100mm Dense Base Course 60mm Dense Binder Course Asphalt (cl 803) Asphalt Concrete (Recipe Mixture Concrete (Recipe Mixture) (cl 906)

(cl 906) (AC 32 dense base (AC 20 dense bin 100150 rec) 100150 rec)



4060 PSV 60 (cl 915)

3 Shared Space Streets

300mm Granular Sub-base Type 1 80mm Dense Base Course Asphalt 50mm Dense Binder Course Asphalt (cl 803) Concrete (Recipe Mixture (cl 906) Concrete (Recipe Mixture) (cl 906)

(AC 32 dense base 100150 rec) (AC 20 dense bin 100150 rec)




PSV 60 (cl 915)

100

100

2525

300300


2 This drawing should be read in conjunction with drawing NAC404DW1




6 Where the gradient of the Private Driveway slopes towards the Public Footway a Drainage Channel as depicted must be installed It is not required if the Private Driveway slopes into the private grounds


80

80

150

195

60

20

M12 Mortar Bed


175 125

DRAWING NO REV STREET TYPE 1 2 OR 3 AT DRIVEWAYACCESS

NAC205DW2 B COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall

ACO Domestic Channel Drain or similar approved (Not required if Driveway falls

Type 4b Carriageway Construction to Table

away from footway See Note 6) NAC001CD


Kerb Type FT

2m wide Service Strip

Kerb Type BN4 Type 4a Carriageway Construction to Table NAC001CD

Type 4b Carriageway Construction to Table NAC001CD

50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)

Carriageway Construction Sub-Base Base Course Binder Course

300mm Granular 80mm Dense Base Course 50mm Dense Binder Course Sub-base Type 1 Asphalt Concrete (Recipe Asphalt Concrete (Recipe

(cl 803) Mixture (cl 906) (AC 32 Mixture) (cl 906) (AC 20 dense base 100150 rec) dense bin 100150 rec)



(Appendix 71)

Surface Course 40mm Hot Rolled Asphalt Surface Course (Recipe Mixture) (cl 910) (HRA 3014 F surf 4060) with Red 1420mm Uncoated



10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125

DRAWING NO REV STREET TYPE 4 AT DRIVEWAYACCESS


50

AutoCAD SHX Text
NOTES

25 Fall

NON-ADOPTABLE ADOPTABLE

Landscaping or Kerb Type HB1

Type 3 Carriageway other to Type 2 Carriageway

Type 1 Carriageway Construction to

Architects design Construction to Construction to

Table NAC001CD Table NAC001CD

Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type

SURFACE COURSESURFACE COURSE Connector

Streets 1

BINDER COURSEBINDER COURSE Local

Residential Streets

2

BASE COURSE Shared Space Streets

3

SUB-BASE

25mm M12 Mortar Bed



Sub-Base Base Course Binder Course Surface Course

300mm Granular 140mm Dense Base Course 60mm Dense Binder Course 40mm Hot Rolled Asphalt Surface Course Sub-base Type 1 Asphalt Concrete (Recipe Asphalt Concrete (Recipe (Recipe Mixture) (cl 910) (HRA 3014 F surf

(cl 803) Mixture (cl 906) (AC 32 dense Mixture) (cl 906) (AC 20 dense 4060) with Black 1420mm Coated Chipping base 100150 rec) bin 100150 rec) 4060 PSV 60 (cl 915)




(cl 803) Mixture (cl 906) (AC 32 dense Mixture) (cl 906) (AC 20 dense 4060) with Red 1420mm Uncoated base 100150 rec) bin 100150 rec) Chipping 4060 PSV 60 (cl 915)


STREET TYPE 1 2 OR 3 - NO ADJACENT ADOPTABLE ASSET DRAWING NO REV

(100mm kerb upstand) NAC207SNA1 A


50

AutoCAD SHX Text
NOTES

25 Fall



Landscaping or Construction to

Carriageway other to

Table NAC001CD Construction to

Architects design Kerb Type BN2 Table NAC001CD

50





150

195

60

50

M12 Mortar Bed




3 Shared 300mm Granular 80mm Dense Base Course Asphalt 50mm Dense Binder Course Asphalt SURFACE COURSE

Space Sub-base Type 1 Concrete (Recipe Mixture (cl 906) Concrete (Recipe Mixture) (cl 906) Streets (cl 803) (AC 32 dense base 100150 rec) (AC 20 dense bin 100150 rec)


BINDER COURSE 300mm Granular 80mm Dense Base Course Asphalt 50mm Dense Binder Course Asphalt Sub-base Type 1


(a) (cl 803) (AC 32 dense base 100150 rec) (AC 20 dense bin 100150 rec)

BASE COURSE Level

130mm Dense Binder Course Asphalt Concrete (Recipe Mixture) (cl 906) Surface

(AC 20 dense bin 100150 rec) Streets

400mm Granular Sub-base Type 1 (cl 803) 50mm Bedding Layer of Sharp Sand 4

or Crushed Rock (Appendix 71) SUB-BASE (b)

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)


STREET TYPE 3 or 4 - NO ADJACENT ADOPTABLE ASSET DRAWING NO REV



50

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NOTES

1

5

0

2525

Finished ground level

M12 Mortar Bed M12 Mortar Bed

ST4 Class ST4 Class Concrete Concrete Foundation Foundation and Haunch and Haunch

FORMATION

SURFACE COURSE SUB-BASE

BINDER COURSE TOP SOIL amp GRASS SEED

BASE COURSE

10

0

300

LIMIT OF ADOPTABLE WORKS

Kerb Type HB1 Footway Construction

to Table NAC001CD

Carriageway Construction to

Table NAC001CD

Gully detail to drawing

NAC302GUL

Kerb Type FT 100mm Topsoil Cover

Kerb Type FT

Class 1 2 or 3 general fill material complying with Series 600 (SHW cl 505)





5 Gully detail to drawing NAC302GUL

6 Acceptable Backfill material to be material excavated from within the site or imported on to the site which meets the requirements of SHW Table 61 and contract specific Appendix 61 for acceptability for use in the permanent works

(This drawing is not to scale) 150 min cover

150 dia perforated overflow pipe

Open end to have mesh cap to prevent

stone entering pipe Type A or C filter material to SHW cl 505 or granular material TO SHW cl 5033(i)

1000 Guage Visqueen

Impermeable barrier 150 dia perforated or similar carrier pipe

10

00

5

00

10

0

15

0

1250

DRAWING NO REV TYPICAL STREET WITH GULLY AND ADJACENT FILTER TRENCH

NAC209SFT A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300

Kerb Type FT Kerb Type FT Footway Construction

to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed

ST4 Class Concrete Foundation and M12

Haunch Mortar Bed

ST4 Class

SURFACE COURSE Concrete Foundation and Haunch

X Type B filter material to SHW cl 505

75

BINDER COURSE Type A or C filter material to SHW cl 505 or

SUB-BASE

TOP SOIL amp

X + 300 min for drains not exceeding 15 m depth

X + 450 min for drains exceeding 15 m depth

(Depth below finished level)

granular material TO SHW cl 5033(i)

GRASS SEED

Footwaypath Cycle Track Construction Location Sub-Base Binder Course Surface Course

Urban 150mm Granular 50mm Dense Binder Course 30mm Hot Rolled Asphalt Surface Course Sub-base Type 1 Asphalt Concrete (Recipe (Recipe Mixture)(cl 910) (HRA 1510 F surf

(cl 803) Mixture) (cl 906) (AC 20 4060) dense bin 100150 rec)

Rural 25mm Hot Rolled Asphalt Surface Course (Recipie Mixture) (cl 910) (HRA 1510 F surf 4060)

200mm Type 1 or 40mm Close Graded Asphalt recycled suitable Concrete (cl 912) (AC 14 close

or material (eg planings) surf 100150)

25mm Close Graded Asphalt Concrete Surface course (cl 912) (AC 10 close surf 100150)


100

300 300




4 Desirably gradients on footways and footpaths should not exceed 5 with a nominal maximum of 8 They should be constructed with crossfall of 3 Steeper gradients may occasionally be permitted subject to the provision of a handrail on at least one side and rest platforms at 10 metre intervals

5 Dimension X is the external diameter of the pipe

6 This drawing is to be read in conjunction with Appendix 51

7 Pipes shall comply with the requirements for filter drain pipes in Table 51 of the SHW

8 Pipes are to be laid with slots or perforations upwards where a concrete bed is used For other beds the slots shall be orientated as described in Appendix 51

9 Minimum drain width X+300 for drains not exceeding 15 m depth X+450 for drains exceeding 15 m depth (Depth below finished level)


TYPICAL FOOTPATH WITH FILTER TRENCH DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC210RFP A

AutoCAD SHX Text
NOTES

6

0

deg

50

200 x 100 x 80mm thick CONCRETE PAVING BLOCKS (cl 1107)

Kerb Type to match selected

30mm POLYMER MODIFIED MORTAR freeboard

150mm CLASS ST1 CONCRETE FOUNDATION

Kerb Type BN1 CARRIAGEWAY LEVEL

15 FALL MAX




4 Overrun areas should not have any vertical face which exceeds 6 mm in height and sloping areas should not exceed a slope angle of 15deg measured from the surface of the carriageway


15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175

DRAWING NO REV BLOCK PAVED OVERRUN CONSTRUCTION DETAIL

NAC211OVR A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

M12 Mortar Bed

ST4 Class Concrete

Foundation and Haunch

AutoCAD SHX Text
NOTES

50 50






Shared SpaceLevel Surface Streets (TYPE 3 or 4)

BLOCK PAVED TRANSITION (PREFERRED 10M LONG)

ConnectorLocal Residential Streets (TYPE 1 or 2)

Type 3 or 4a Type 4b Type 1 or 2 Carriageway Carriageway Carriageway Construction to Table NAC001CD

Kerb Type CS Construction to Table NAC001CD


M12 Mortar Bed

M12 Mortar Bed

Service Strip or Landscaping or other to Architects design

Type 3 or 4a Carriageway Construction to Table NAC001CD

Footway Construction

BLOCK PAVING to Table NAC001CD

Reflective

SURFACE COURSE Bollards

BINDER COURSE Kerb Type CS

BASE COURSE

SUB-BASE Type 1 or 2 Carriageway

SAND BEDDING Construction to Table

TOP SOIL amp GRASS SEED Kerb Type FT through footpath to provide flush finish

Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m

DRAWING NO REV TRANSITION FEATURE TO A TYPE 3 OR 4 STREET

NAC212TRCS A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300

20m WIDE FOOTWAY OFF STREET PARKING BAYS BITUMINOUS ACCESS ROAD






50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125

DRAWING NO REV STANDARD FOOTWAYOFF STREET PARKING BAYS CONSTRUCTION

NAC213PAR A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

M12 Mortar Bed


M12 Mortar Bed

Kerb Type RT Footway Construction to Table NAC001CD

Type 3 Carriageway Type 4a Carriageway

Type 4a Carriageway Type 4b Carriageway Construction to Kerb Type HB1 Construction to

Construction to Construction to Table NAC001CD Table NAC001CD



M12 Mortar Bed

ST4 Class Concrete ST4 Class

Foundation Concrete

and Haunch Foundation and Haunch

SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION


Sub-Base Base Course Binder Course Surface Course 3 Shared 300mm Granular 80mm Dense Base Course Asphalt 50mm Dense Binder Course Asphalt 40mm Hot Rolled Asphalt Surface

Space Sub-base Type 1 Concrete (Recipe Mixture (cl 906) Concrete (Recipe Mixture) (cl 906) Course (Recipe Mixture) (cl 910) Streets (cl 803) (AC 32 dense base 100150 rec) (AC 20 dense bin 100150 rec) (HRA 3014 F surf 4060) with Red

1420mm Coated Chipping 4060 130mm Dense Binder Course Asphalt Concrete (Recipe Mixture) (cl 906)

PSV 60 (cl 915) (AC 20 dense bin 100150 rec)

4 300mm Granular 80mm Dense Binder Course Asphalt 40mm Hot Rolled Asphalt Surface Sub-base Type 1 Concrete (Recipe Mixture) (cl 906) Course (Recipe Mixture) (cl 910)

(a) (cl 803) (AC 20 dense bin 100150 rec) (HRA 3014 F surf 4060) with Red

Level 1420mm Coated Chipping 4060

Surface PSV 60 (cl 915)

Streets 4 400mm Granular Sub-base Type 1 (cl 803) 50mm Bedding Layer of Sharp Sand 200 x 100 x 80mm thick Concrete

or Crushed Rock (Appendix 71) Rectangular Block Paving (cl 1043) (b)

or 200 x 100 x 65mm Concrete Pavers (cl 1107)

150

AutoCAD SHX Text
NOTES

Carriageway

Electricity

Cable TVCommunications

Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m

RECOMMENDED POSITIONING OF UTILITY DRAWING NO REV

APPARATUS IN A 2 METRE FOOTWAY COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF

NAC301SER A NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1 All dimensions in millimetres 2 Dimensions taking from the NJUG Guidelines on the Positioning and Colour Coding of Underground Utilities Apparatus

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE

Two course of class B

engineering brickwork

to be provided on a

minimum of 3 sides as

a seating for gully

frame or 4 sides where

no kerb is present

Class D400 gully with min clear

opening 450 x 450 grating laid

perpendicular to carriageway

450 x 900 or 375 x 750

Polypropylene Gully Pot

375450

75

09

00

150

150 min

2000

PRECAST CONCRETE TRAPPED STREET GULLY DRAWING NO REV

450 mm NOMINAL BORE COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF

NAC302GUL A NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1 All dimensions in millimetres 2 Gully grating and frame shall be to BS EN 124 3 Class D400 with Minimum clear opening 450 x 450 bedding and haunched with rapid hardening cement mortar 4 Concrete and bedding mortar to achieve 20Nmm within 2 hours 5 150mm Thick ST4 Concrete surround amp bed 6 Two course of class B engineering brickwork to be provided on a minimum of 3 sides as a seating for gully frame or 4 sides where no kerb is present 7 450 x 900 or 375 x 750 Polypropylene Gully Pot 8 Flexible pipe may only be used if agreed by the overseeing organisation

675 SQ CLEAR OPENING

CHAMBER HEIGHT (NOT LESS THAN 900mm)

225mm Min

MANHOLE COVER BEDDED IN CLASS M1 TABLE 1B - TYPE `B MANHOLE (0-3m dp) 675x675mm DIA DOUBLE TRIANGULATED COVER AND CEMENT MORTAR IN ROADS AND OTHER FRAME TO BS EN124 amp BS7903 (Cl 4233) CLASS D 400 HARD SURFACES 150mm GRADE C25

IN CARRIAGEWAYS (INCLUDING PEDESTRIAN CONCRETE SURROUND IN ALL OTHER AREAS STREETS) HARD SHOULDERS AND PARKING AREAS

CLASS B 125 IN ALL OTHER AREAS

20mm THICK CEMENT MORTAR RENDERING IN TWO COATS

225-300

375-450 1350

1200 600

600

MANHOLE DIMENSIONS (mm)

Pipe Dia (largest diameter)

150

Mh Dia

1200

Rocker pipe length

600

PRECAST COVER SLAB TO BE 225 Thk CLASS B ENGINEERING BRICKWORK MIN 1 COURSE MAX 3 COURSES BEDDED ON CEMENT MORTAR FIRST JOINT TO BE AS CLOSE TO 150mm THICK TYPE `1 SEATING MANHOLE BASE AS POSSIBLE SLAB WITH 675x675 ECCENTRIC THIS SHOULD NOT EXCEED A CLEAR ACCESS HOLE POSITIONED TO 100mm FROM CONCRETE BASE

DIR

ECTIO

NO

F FL

OW

ROCKER PIPE LENGTH (SEE TABLE 1B)

THE CONCRETE BASE INSIDE FACE OF MANHOLE PRECAST CONCRETE CHAMBER SECTIONS PRECAST UNITS TO BS 8911 PART 200 PC RINGS

JOINTSLIFTING EYES SEALED WITH (to BS 5911-3 (Cl 4230) DIA SEE TABLE 1B

ALIGN WITH DOUBLE STEP IRONS AND MUST NOT BE ENCASED IN

APPROVED BITUMINOUS MATERIAL

SHOWN INDICATIVELY EXACT POSITIONS TO BE CONFIRMED ON SITE

GRANOLITHIC SCREED TOPPING TO BE BROUGHT UP TO A DENSE SMOOTH MINIMUM WIDTH OF

FACE NEATLY SHAPED AND FINISHED BENCHING FOR LANDING

TO ALL BRANCH CONNECTIONS AREA TO BE 225mm

(RUNGS) TO BS EN 13101 SHOWN INDICATIVELY EXACT POSITIONS TO

(MIN 20mm THICK)

CEMENT MORTAR FILLET BE CONFIRMED ON SITE

THE BOTTOM PRECAST MANHOLE MINIMUM WIDTH OF BENCHING FIRST JOINT TO BE AS CLOSE TO RING TO BE BUILT INTO BASE FOR LANDING AREA TO BE 500mm MANHOLE BASE AS POSSIBLE CONCRETE MINIMUM 75mm AS NOTED ABOVE

ALL INSITU CONCRETE TO BE

CEMENT UNLESS STATED OTHERWISE 1 LAYER A252 MESH 40mm COVER

INVERTS TO BE FORMED BLINDING CONCRETE GEN1 USING CHANNEL PIPES

GEN3 WITH SULPHATE RESISTANT

NAC303MH1

TYPE B MANHOLE - MAXIMUM DEPTH 3 METRES (to be used within carriageway)

DRAWING NO

A

REV


1 All dimensions in millimeters

2 Pipelines and manholes to be constructed in accordance with the `Sewers for Scotland 3rd edition WRC publication in conjunction with Scottish Water office specification and requirements

3 Rocker pipes shall be used for pipes less than 750 nominal diameter entering and leaving manholes Maximum length not to exceed 600mm uno refer to tables 1B

4 All precast concrete units to be reinforced and conform to bs5911 Step irons to BS EN 13101 double rungs)

5 All joints between pc units to be made watertight by the application of cement mortar Tokstrip or other similar approved equal

6 The lowest chamber ring bearing on the foundation and the highest chamber ring receiving the cover slab shall have plain ends and be bedded in cement mortar

7 Manhole access hole and step iron positions to be located to give greatest free area of benching immediately below

8 Manhole covers to be class D400 to BS EN 124 double triangular cover amp frame 150mm deep with 675mm sq opening in ductile iron and bearing the registered certification mark of the british standards institution

9 Step irons not to protrude into 675 square access opening in shaft cover slab

10 Precast concrete cover slabs to be heavy duty

11 Top step iron to be located maximum 675mm from the finished manhole cover level

12 Concrete foundation to be scabbled before placing granolithic finish

13 All metalwork to be hot-dip galvanised to BS 729 after manufacture

14 Buried manholes - covers to be set below ground level (600mm in fields and 300mm in gardens) and covered with a sheet of heavy duty polthene held in place with waterproof protective tape

675m

m M

ax

250

PIPE JOINT WITH CHANNEL TO BE LOCATED MIN 100mm

(CL4228) BEDDED WITH MORTAR AND COVER SLAB TO BE BEDDED WITH MORTAR PROPRIETARY BITUMEN OR

FALL FALL PROPRIETARY BITUMEN OR RESIN MASTIC SEALANT

RESIN MASTIC SEALANT LIFTING EYES TO BE SEALED

PLASTIC COATED DOUBLE STEP IRONS (RUNGS) TO BS EN13101(cl4234)

FALL FALL

FALL BENCHING 500mm Min BENCHING Min 450mm BELOW BOTTOM STEP IRON

BENCHING SLOPE TO BE 110-130

FALL PLASTIC COATED DOUBLE STEP IRONS

75

200

DISTANCE BETWEEN TOP OF ROCKER PIPE LENGTH

(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW

PIPE JOINT WITH CHANNEL

PIPE AND UNDERSIDE OF PRECAST SECTION TO BE MIN 50mm TO MAX 300mm

TO BE LOCATED MIN 50mm INSIDE FACE OF MANHOLE

NOTE MIN COVER TO PIPES WITHOUT CONCRETE PROTECTION 12m WITHIN ROADWAY 09m WITHIN PARKING

PIPES WITH LESS THAN THE MIN COVER SHOULD BE PROTECTED WITH 150mm CONCRETE SURROUND WITH FLEXIBLE JOINTS AT EACH PIPE JOINT

CONCRETE PROTECTION TO uPVC PIPES 150 thk CONCRETE SLAB INSTALLED ABOVE CROWN OF PIPE IN ACCORDANCE WITH ScoW DETAILS

ALL PIPES TO HAVE A 150mm THICK CLASS S GRANULAR PIPE SURROUND UNLESS NOTED OTHERWISE

MANHOLE amp SILT TRAP COVERS

ADOPTABLE ROADS PRIVATE DUCTILE IRON HEAVY DUTY DOUBLE CARRIAGEWAY TRIANGULAR CLASS D400 PARKING BY PETER SAVAGE Ltd OR SIMILAR

PEDESTRIAN AND DUCTILE IRON CLASS B125 MEDIUM LANDSCAPED AREAS DUTY BY PETER SAVAGE Ltd OR SIMILAR

MANHOLE COVERS WITHIN BUILDINGS TO BE DOUBLE SEALED COVERS ALL MANHOLE COVERS TO HAVE BS `KITEMARK

AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL

675x675mm DIA DOUBLE TRIANGULATED COVER AND FRAME TO BS EN 124 1994 (Cl 4230) CLASS D 400 IN CARRIAGEWAYS (INCLUDING PEDESTRIAN STREETS)

HARD SHOULDERS AND PARKING AREAS CLASS B 125 IN ALL OTHER AREAS


225 Thk CLASS B ENGINEERING BRICKWORK MIN 1 COURSE MAX 3 COURSES

150mm THICK TYPE `1 SEATING SLAB WITH 675x675 ECCENTRIC ACCESS HOLE POSITIONED TO

ALIGN WITH DOUBLE STEP IRONS

PLASTIC COATED DOUBLE STEP IRONS (RUNGS) TO BS EN 13101 SHOWN

INDICATIVELY EXACT POSITIONS TO BE CONFIRMED ON SITE


1050Oslash uno BY LOCAL AUTHORITY

MANHOLE COVER BEDDED IN CLASS M1 CEMENT MORTAR IN ROADS AND OTHER HARD SURFACES 150mm GRADE C25 CONCRETE SURROUND IN ALL OTHER AREAS

TABLE 1A - TYPE A MANHOLE (3-6m dp) MANHOLE DIMENSIONS (mm)

PRECAST CONCRETE CHAMBER SECTIONS

(largest diameter) Pipe Dia Rocker

Mh Dia (to BS 5911 PART 200 (Cl 4228) AND COVER SLAB TO BE BEDDED WITH

150-300 1200 600

pipe length

MORTAR PROPRIETARY BITUMEN OR

PRECAST COVER SLAB TO BE RESIN MASTIC SEALANT LIFTING EYES TO BE SEALED

BEDDED ON CEMENT MORTAR PIPE JOINT WITH CHANNEL


PRECAST CONCRETE CHAMBER SECTIONS (to BS 5911 PART 200 (Cl 4228) AND COVER SLAB TO BE BEDDED WITH MORTAR PROPRIETARY BITUMEN OR RESIN MASTIC SEALANT LIFTING EYES TO BE SEALED

PRECAST CONCRETE REDUCING SLAB MANHOLES LESS THAN 15m Dia REDUCING SLAB NOT TO BE USED AND PC RINGS TO CONTINUE UP TO COVER SLAB


FIRST JOINT TO BE AS CLOSE TO MANHOLE BASE AS POSSIBLE THIS SHOULD NOT EXCEED A CLEAR 100mm FROM CONCRETE BASE AND MUST NOT BE ENCASED IN THE CONCRETE BASE

PRECAST CONCRETE CHAMBER SECTIONS (to BS 5911 PART 200 (Cl 4228)

AND COVER SLAB TO BE BEDDED WITH MORTAR PROPRIETARY BITUMEN OR


SEE TABLE 1A



CEMENT MORTAR FILLET

ALL INSITU CONCRETE TO BE GEN3 WITH SULPHATE RESISTANT CEMENT UNLESS STATED OTHERWISE 1 LAYER A252 MESH 40mm COVER

INVERTS TO BE FORMED USING CHANNEL PIPES BLINDING CONCRETE GEN1





Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)

MINIMUM WIDTH OF BENCHING FOR LANDING AREA TO BE 225mm

(z)

MINIMUM WIDTH OF BENCHING

BOTTOM STEP IRON FOR LANDING AREA TO BE 500mm 225mm Min

500mm Min BENCHING BENCHING

FIRST JOINT TO BE AS CLOSE TO MANHOLE BASE AS POSSIBLE AS NOTED ABOVE

PIPE JOINT WITH CHANNEL ROCKER PIPE LENGTH TO BE LOCATED MIN 50mm (SEE TABLE 1B) INSIDE FACE OF MANHOLE





DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100















TYPE A MANHOLE - DEPTH 3 TO 6 METRES DRAWING NO REV

(to be used within carriageway) NAC304MH2 A


AutoCAD SHX Text
NOTES

CLASS 1 CEMENT MORTARHUNCHING TO MANHOLECOVER AND FRAME

600X600 COVER AND FRAME TO BEBEDDED ON MORTAR TO BS EN1242015CL4230 (REFER TO MANHOLESCHEDULE FOR COVER TYPE)

PRECAST UNITS TO BS 8911 PART 200(CL4228) BEDDED WITH MORTARPROPRIETARY BITUMEN OR RESIN MASTICSEALANT

SEALANT TO JOINTSREFER TO MANHOLEGENERAL NOTE 7

150mm CONCRETESURROUND TO EXTEND20m BELOW GROUNDLEVEL

ALL IN-SITU CONCRETE TO BEGRADE C20 WITH SULPHATERESISTANT CEMENT UNLESSOTHERWISE STATED

90deg LONG RADIUS RESTBEND OUTLET PIPEDOWNTURN WARDS

OUTFLOW

STEP IRONS TO BE PLASTICENCAPSULATED DOUBLE STEPSTO BS 1247 (CL4331)

1-3 COURSES CLASS B ENGINEERING BRICKS TOBS 3921 AND BUILT WITH CLASS 1 MORTARALTERNATIVELY CONCRETE BLOCK OR PRECASTCONCRETE COVER SEATING RINGS

INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600

TYPICAL CATCH PITPRECAST CONCRETE MANHOLE DETAIL

SECTION C-CDEPTH FROM GROUND LEVEL TO SOFFIT 15m - 30m

(Scale 120)


PLAN SECTION D-DDEPTH FROM GROUND LEVEL TO SOFFIT 15m - 30m

(Scale 120)

OUTFLOWINFLOW


MANHOLE IN-SITUCONCRETE BASE

NOTEPIPES ENTERING MANHOLES SHALLHAVE A FLEXIBLE JOINT WITHIN600mm OF THE INSIDE FACE OFTHE MANHOLE JOINTING WITH ASHORT ROCKER PIPE

DOWNTURN INOUTLET PIPE

100















CATCHPIT DRAWING NO REV

(to be used outwith carriageway) NAC305CTP A


AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45

SECTIONAL ELEVATION AA

1000

150

A A

900

150

SECTIONAL PLAN BB

DRAWING NO REV RODDING EYE DETAIL

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NAC306ROD A

NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1 All dimensions in millimetres 2 This chamber is for use where the pipe diameter does not exceed 225 mm 3 Two number 225deg bends shall be usedto connect the drop pipe to the main pipe 4 The drop pipe and bend shall be surrounded with 150 mm thick concrete GEN 1 with consistence class S1 complying with BS 8500-12006 + A12012 5 Except for corrugated pipes the nearest joint in the main pipe shall form part of an articulated section and be not more than 500 mm from the bend 6 Chamber base to be cast in situ in concrete GEN 1 with consistence class S3 complying with BS 8500-12006 + A12012 with a smooth finish to Class U3 7 The drop pipe shall be cast into chamber base 8 One to two courses of Class B engineering brick to BS EN 771-12003 225 mm thick to be provided to adjust final level of rodding eye cover 9 Rodding eye cover to be to BS EN 1241994 Class D400 All mortar to be M12 except that the cover frame shall be bedded on epoxy resin mortar 10 For construction of all buried pipes refer to BS 92952010 (This drawing is not to scale)

300

X4

X

X6

75 m

in

300

X25

X

NAC307CPD CARRIER PIPE DETAIL - PIPE BEDDING DETAIL

DRAWING NO

A

REV





4 The minimum or maximum width of the trench applies on and below a line 300mm above the outside top of the pipe

X+600 max X+600 max X+600 max

X+300 min Above the 300mm line the trunch backfill material shall be as described in Clause 505 of SHW

5 The concrete bed or surround may extend to the sides of the trench or be of minimum width Class 8 material is to be

X4

X

150

100 m

in

used to fill any voids so formed

6 For Type Z trench the concrete cover may be formed to a radius batter or horizontal surface Minimum cover of concrete shall be 150mm

X+X4

X+200 min

X6

100 m

in

TYPE A TYPE F TYPE Z

AutoCAD SHX Text
NOTES





5 This drawing to be read in junction with drawing NAC309FLT2




FILTER TRENCH CONSTRUCTION - SECTION DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC308FLT1 A

Rodding Eye

Cover And Frame B125 Loading (125t)

Restriction Access Cap

Refer To NAC302GUL For Gully Details



150mm Deep Concrete Collar Grade ST4 150mmOslash Outlet

150mm Deep Concrete Collar Grade ST4

SHAFT 450mm Diameter

Shuttered External Ribs

150mm Concrete Surround

100mm min Covering Layer

Top 150Oslash Porous Pipe




Inlet Outlet Pipes To Be Cut Into Shaft

Type B Filter Material To SHW Clause 505


1000 Concrete Grade C20 (SHW)

Note Base Level Of

300

150

Catchpit To Be 300mm Below Outlet Filter Drain Carrier

Area Disturbed Under Catchpit

Depth T

o B

e D

eterm

ined

For Rodding Eye Pipe To Be 150mm Concrete Surround

Filled With Concrete Grade ST1 To 150mm Above Incoming

300

150

Outgoing Pipes


Bottom 150Oslash Porous Pipe

Type A Or C Filter Material To SHW Clause 505


INLET FILTER TRENCH CATCHPIT DETAIL OUTLET FILTER TRENCH CATCHPIT DETAIL

Concrete Grade C20 (SHW) 1000

Note Base Level Of Catchpit To Be 300mm Below Outlet Filter Drain Carrier

AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully









FILTER TRENCH CONSTRUCTION - PLAN DRAWING NO REV


AutoCAD SHX Text
NOTES

PULL HANDLE

EYE BRACKET FOR OPERATING ROPE


T A B L E 2 All Hydrobrakes should provide the flow capacities indicated on drainage layout

INTERNAL INTERNAL

DIAMETER drawings DIAMETER

`A mm `D mm `W mm `H mm

`X mm `Z mm OF LOWER

OF UPPER PIPE (mm)

PIPE (mm) 3 The minimum orifice size for all

hydrobrake to be 75mm diameter and PIVOTING BY-PASS DOOR OPERATING

150 150 150 150 652 1156 375

300

calculations provided by supplier to 225

150 150 704 1239 375 300

STEEL ROPE 150 engineer for approval

150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693

HYDRO-BRAKE FLOW 150

375 525 400 150 962 1775

250 CONTROL FITTED WITH 150

375 600 150 1028 1908

275 425

PIVOTING BYPASS DOOR 150

225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING

PRECAST CONCRETE HYDRO-BRAKE MANHOLE BYPASS DOOR

JOINT TO BE AS CLOSE AS POSSIBLE FIXING LUGS WITH MASONRY STUD

TO FACE OF MANHOLE TO PERMIT ANCHOR FIXING BOLTS

SATISFACTORY JOINT amp SUBSEQUENT MOVEMENT

NEOPRENE RUBBER GASKET

INTAKE FLOW

IN FLOW OUT FLOW

CONCRETE GRADE C20 MOUNTING BLOCK

HYDRO-BRAKE FLOW CONTROL FITTED WITH PIVOTING BY-PASS DOOR

PLAN ON HYDRO-BRAKE MANHOLE SECTION ON HYDRO-BRAKE

HYDROBRAKE CHAMBER DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC310HCH A

AutoCAD SHX Text
NOTES



TYPICAL SECTION THROUGH POND MARGIN DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC311PS A

Submerged planting to landscape architects specifications

Above permanent water level bentomat to be covered with 200mm of topsoil

05 AEP Plus climate 20 change water level

1

4

1

Permanent Water Level

4 Exposed margins and banks to be sown with a fescue-based seed mix specification

Pond base

1

Emergant planting to landscape to be confirmed by landscape architect

architacts specifications

Pond to be lined with macafferi bentomat ss100 or similar approved

Bentomat to be covered with 200mm of subsoil below permanent water level

500

500

35m wide reinforced earth maintenance stripsafety bench using erosa web GW10030 or similar pinned in place using ab pin 3004 (4) per square meter (or similar) voids to be filled with class 4 material in accordance with SHW Series 600 Clause 620 and grass seeded

Liner to be buried in anchor trench and brought flush to surface

AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150

Hydro-brake chamber Flow restricted to 212 ls

76mm thick Grasscrete type GC3

On 20mm thick sand blinding layer

On 150mm thick Type 1 to cl803

14 max slope to SUDS Basin

Max 12 slope to proposed Ground level

Non-woven Geotextile Formation to maintenance (Terram 1000 or equal approved) access to be well compacted

35m wide Grasscrete maintenance track

35m wide 35m wide Grasscrete maintenence track 12m 14 side slope

Bottom of Basin 14 side slope 12m Grasscrete maintenence track

Min 300mm Freeboard


2 For Inlet detail refer to drawing NAC313PI

3 For Outlet detail refer to drawing NAC314PO


TYPICAL SECTION THROUGH BASIN DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC312PB A

TYPICAL SECTION - GRASSCRETE MAINTENANCE TRACK

For Outlet detail refer to drawing NAC314PO

For Inlet detail refer to drawing NAC313PI

TYPICAL PLAN - SUDS BASIN

PostWire Fence

Max 12 slope to proposed

Ground Level

Maximum Storage Level

Compacted general FALL Datum Level FALL


Ground Level

backfill material

Anchor trench for membrane to be constructed around full

300 mm thick layer of Topsoil Anchor trench for membrane to be constructed around full

perimeter of basin at 150mm above High Water level

Low Flow Channel Impermeable Liner to be laid on sand bedding with no sharp objects which could cause damage to liner Alternatively a protective geotextile fleece could be laid below the liner


(min 300gspm)

TYPICAL SECTION A-A THROUGH SUDS BASIN

500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0


2 This drawing should be read in conjunction with drawings NAC312PB NAC314PO and NAC315PSG


DETENTION POND INLET HEADWALL DETAIL DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC313PI A

500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500

3m x 2m x 03m deep Reno mattress erosion protection

A A 825mm Oslash Inlet pipe

Rocker pipe

Plan

35m Wide reinforced earth maintenance strip

Ground level to be raised locally around pond inlet

B Safety grille refer to detail NAC315PSG


825mm Oslash Inlet pipe Rocker pipe

Permanent water level

150mm Concrete protection where cover is less than 900mm

Section through A-A

B

75mm Blinding concrete

50mm Sand bedding layer

Macafferi bentomat ss100 or similar approved Line to be brought up rear of headwall above 1200 Section through B-B year water level

AutoCAD SHX Text
NOTES

B

300 B


2 This drawing should be read in conjunction with drawings NAC312PB NAC313PI and NAC315PSG


DETENTION POND OUTLET HEADWALL DETAIL DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC314PO A

A A Rocker 450mm Oslash Outlet pipe pipe

Plan


Ground level to be raised locally around pond outlet

Safety grille refer to Safety grille refer

detail NAC315PSG to detail

Rocker Permanent water level 450mm Oslash Outlet pipe pipe

150mm Concrete protection where cover is 75mm Blinding

Macafferi bentomat ss100 less than 900mm or similar approved Line concrete to be brought up rear of headwall above 1200 Section through A-A

Section through B-B year water level

16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100


2 This drawing should be read in conjunction with drawings NAC312PB NAC313PI and NAC314PO


NAC315PSG DETENTION POND OUTFALL SAFETY GRILLE DETAIL

DRAWING NO

A

REV


Steel plate 80mm x 12mm x W long bolted to the headwall at maximum 300mm centres

Intermediate bracket hinges to A suit pipe diameter not greater than 500mm centres

Two steel connectors 60mm x 40mm x 20mm drilled 22mm and joined together by M20 bolt to form gate hinge on one side

Elevation

A Screen to be secured to wall plate connectors by heavy-duty padlock on one side

50mm x 12mm Flat bars at 100mm spacing

Additional support connectors if required

70mm x 70mm x 10mm Steel angle screen frame

Wall plate

Fillet weld

M20 bolt through CW washers under bolt head and nut nylon washer between faces

Oslash22mm drilled

825mm Oslash Pipe external diameter taken as 985mm 450mm Oslash Pipe external diameter taken as 575mm

External diameter based on available pipe dimensions to be confirmed on site


Note mild steel fabrication to be hot dip galvanised to

Section through A-A BS EN 1461

Pipe wall

80mm x 12mm Wall plate



Screen frame

Detail of connector

60

40

100 minimum

Width = Pipe outside diameter + 270mm

40

AutoCAD SHX Text
NOTES

Minimum 3500 clear opening



NAC316PPF DETENTION PONDBASIN PERIMETER FENCE DETAIL

DRAWING NO

A

REV


36m Universal hanging field gate by Jacksons Fencing or similar approved

Not to exceed 150m

3500 maximum

40 x 4 dia Straining device Round timber 125 dia staples on each wire at top x 2320 long straining post to be provided at all ends 1

70

1

50

23

0 2

50

25

0

75

Round timber 125 dia at top x 2320 long straining post to be provided at all ends

Typical access gate detail Signage to be attached to fence

Round timber straining post 125 dia at top x 2320 long at all changes of direction or acute changes in level Maximum spacing of 150m in

Six line zinc coated straight runs

wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5

600mm x 600mm Round timber strut 80 dia x

Concrete Foundation 2320 long (on level ground)

Grade ST2

Round intermediate timber posts 80 dia at top x 1870 long girth 190-220 at 3500 max intervals

Typical perimeter fence detail

AutoCAD SHX Text
NOTES



STANDARD WET SWALECARRIAGEWAY CONSTRUCTION DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC317SWP A

Polypropylene silt trap with open grill cover to allow surface water from embankment to enter prior to discharging to proposed surface water network

B

A

B

A

450mm x 450mm CONCRETE SLABS TO

PREVENT EROSION

150mmOslash perforated pipe between chambers

150mmOslash outlet to proposed mainline

surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0

Kerb Type FT Kerb Type HB1

Carriageway Construction to Table CD1

100mm TurfTopsoil

FORMATION

100mm SAND amp GRAVEL IMPERMEABLE MEMBRANE

150mm CARRIER Section A-A PIPE BETWEEN SILT TRAPS

450mm x 450mm Kerb Type FT

CONCRETE SLABS TO Kerb Type CS PREVENT EROSION

M12 Mortar Bed Carriageway Construction to Table CD1

100mm TurfTopsoil

SURFACE COURSE FORMATION

BINDER COURSE

100mm IMPERMEABLE MEMBRANE

BASE COURSE SAND amp

SUB-BASE GRAVEL

150mm CARRIER Section B-B PIPE BETWEEN SILT TRAPS

100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0






COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC318SWS A

2525

300300

AutoCAD SHX Text
NOTES



STANDARD DRY SWALECARRIAGEWAY CONSTRUCTION DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC319SDP A

B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0






COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC320SDS A

Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1


TERRAM FILTER MEMBRANE

SAND FILTER LAYER Section A-A



PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER

150mm PERFORATED PIPE

SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

IMPERMEABLE MEMBRANE

Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing

Building or fence line

TYPICAL LAYOUT AT CONTROLLED PEDESTRIAN CROSSING

Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NAC401TPS A


DRAWING NO REV TACTILE PAVING AT SIGNALS

AutoCAD SHX Text
NOTES
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1 All dimensions in millimetres 2 Precast concrete flags to comply with BS EN 13392003 3 Flags shall be 400mm x 400mm x 50mm thick coloured red for controlled and buff for uncontrolled 4 Flags shall only be cut on the square and equidistant between rows of surface texturing except where against a building or fence line 5 Crossing widths should be chosen where possible to avoid the necessity of cut flags 6 All joints shall not be less than 5mm nor more than 10mm width 7 Joints shall be filled with M12 mortar of a similar colour to the flags and key pointed 8 For uncontrolled crossings only the two rows next to the kerb will be laid

TYPICAL LAYOUT AT DROP KERB CROSSING


Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag

Dry mix mortar bedding

Subbase

Formation level

TACTILE PAVING AT PEDESTRIAN DRAWING NO REV

CROSSING POINTS COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF

NAC402TPC A NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

AutoCAD SHX Text
NOTES
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1 All dimensions in millimetres 2 Precast concrete flags to comply with BS EN 13392003 3 Flags shall be 400mm x 400mm x 50mm thick coloured buff 4 Flags shall only be cut on the square and equidistant between rows of surface texturing except where against a building or fence line 5 Crossing widths should be chosen where possible to avoid the necessity of cut flags 6 All joints shall not be less than 5mm nor more than 10mm width 7 Joints shall be filled with M12 mortar of a similar colour to the flags and key pointed

50 400 400 400 300 135 Footway Construction to Table CD1

Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0






STANDARD BUS STOP CONSTRUCTION DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC403BS A

225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
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Dense bitumen macadam regulating base course
AutoCAD SHX Text
Binder Course
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Existing boundary wall
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400 x 400 x 50mm Lozenge Paving
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400 x 400 x 50mm Directional Paving
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Kerb Type FT
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25mm compacted sand laying course
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
25mm Dry Class 1 Mortar Table 241SHW
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Kassel Kerb KK180
AutoCAD SHX Text
Adjust existing kerbs to new levels as required
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Bus Stop pole and flag on this line as directed
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT

Drainage Channel (see Note 8)



3 This access is for vehicular use only Should provision be required for pedestrians see drawing NAC409PCR

4 Dimension A is the width of the access

5 Dimension W is the width of the drop crossing





Kerb Type BN2

As Per Street Type

TYPICAL DETAILS FOR 20m FOOTWAY

DRAWING NO REV STANDARD PRIVATE DRIVEWAY ACCESS (FOOTWAY)


AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT







6 Footway Crossing to match Full Construction Information for Carriageway to Table NAC001CD



Footway to match Carriageway construction to Table NAC001CD

Kerb Type BN2

As Per Street Type


DRAWING NO REV SINGLE MINOR COMMERCIAL ACCESS HOUSING COURT

OR CAR PARK UP TO 50 SPACES NAC405SMA A


AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT

Bullnose Radius Kerb laid flush

Kerb Type CS


Kerb Type BN2

As Per Street Type



3 Dimension A is the width of the access road MINIMUM - 55m Car Park

- 60m Commercial

4 Dimension R is the corner radius MINIMUM - 45m Car Park

- 60m Commercial





NAC406MCA MINOR COMMERCIAL ACCESS OR CAR PARK OVER 50 SPACES

DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES



3 Dimension A is the width of the access road MINIMUM - 60m Non-Industrial

- 73m Industrial

4 Dimension R is the corner radius MINIMUM - 60m Non-Industrial

- 90m Industrial





NAC407MAC MAJOR COMMERCIAL ACCESS

DRAWING NO

A

REV



Kerb Type CS

Carriageway construction to Table NAC001CD

Bullnose Radius Kerb

Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d

Min Garage dimensions 6m x 3m to be accepted

as allocated parking space (see Note 6)

Driveway dimensions

apply to double garage option

1 All dimensions in metres (This drawing is not to scale)

2 This drawing should be read in conjunction with drawings NAC404DW1 NAC205DW2 and NAC206DW3

3 This access is for vehicular use only Should provision be required for pedestrians seedrawing NAC409PCR

4 Private driveways should normally meet the road at right angles at dropped kerb access

5 Unless giving direct access to a garage driveways should be at least 12 metres long This will facilitate the future construction of garages

6 In order to be accepted as a dwellings allocated parking space a garage must meet a minimum internal dimension of 6m x 3m

7 The minimum width of driveways should be 275 metres with widening required on narrow carriageways CW over 5m = 275m min CW 5m to 35m = 30m min CW 35m or less= 32m min

8 A width of 45 metres will accommodate a parked car with sufficient space to allow access

9 Double width parking can be accommodated on a 48 metres wide driveway however wheelchair or perambulator access may not be possible in these circumstance and therefore consideration should also be given to providing a segregated pedestrian access or local widening of the driveway

10 The length of double driveways required in front of a garage to accommodate a parked vehicle and access to the garage should be a minimum of 105 metres

11Full Construction Information for Carriageway to Table NAC001CD

12Full Construction Information for Footway to Table NAC001CD


DRAWING NO REV MINIMUM DRIVEWAY DIMENSIONS

NAC408DWD A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

AutoCAD SHX Text
NOTES






NAC409PCR DROPPED KERB DETAIL AT DESIGNATED PEDESTRIAN CROSSING

DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

Kerb Type FT Type 4b Carriageway Construction to Table NAC001CD

Kerb Type BN5 (50mm Upstand)

Kerb Type FT (See NAC103BNK)

Transition Kerb


Kerb Type BN2

As Per Street Type










TYPICAL DETAILS FOR 20m SERVICE STRIP

DRAWING NO REV STANDARD PRIVATE DRIVEWAY ACCESS (SERVICE STRIP)


AutoCAD SHX Text
NOTES

300

BITUMINOUS SUB-BASE (clause 906)

GRANULAR SUB-BASE (clause 803)

CAPPING 5 lt CBR

50 mm 2 lt CBR lt= 5

(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50


For a 2 lt CBR lt= 5 where the total bituminous thickness and sub-base thickness together are less than 450mm the sub-base is increased to achieve 450mm of non frost susceptible material and the capping layer can be correspondingly reduced This need not be done if the capping layer is non frost-susceptible

Although the table gives various thicknesses of capping layer dependent upon CBR where CBR is significantly below 2 these thicknesses may require to be increased dependent upon site and weather conditions prevailing at the time of construction Additional material may require to be removed and replaced by more suitable material Although the new material may be of good quality the subgrade shall be assumed to be equivalent to one of a CBR just under 2 and requiring 300 mm of capping layer The developer should consult the Network Manager for advice in these circumstances

Where suitable technical facilities exist it is recommended that the specific circumstances of each site are catered for by designing the road in accordance with the criteria stipulated above Subject to a minimum construction as required to carry 05 Million Standard Axles (MSA) for all roads In this circumstance it will be necessary to complete and return form CCS Carriageway Design Certificate

DRAWING NO REV CAPPING LAYER REQUIREMENTS SUBJECT TO FROST SUSCEPTIBILITY

NAC501CAP A COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY

AutoCAD SHX Text
NOTES


2 Ensure reflective banding is in the correct orientation - RED towards oncoming traffic

3 The reinforcing tube or anchor bar is to be orientated so that the coupling bolt is inserted at 90deg to the carriageway (see Plan view)

4 The reinforcing tube should be filled with concrete where required for additional strength


BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS

CLASS E CONCRETE SURROUND

REINFORCING TUBE

150

160

200

345

400

115

250

400

1000 (height above ground)

500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T

ube height above ground)

480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR

DRAWING NO REV BOLLARD DETAIL

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NAC502BOL A


AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN

UNDERGROUND GUYING CABLES

PROPRIETORY PVC ROOT CONTAINMENT ON VERTICAL FACES OF TREE PIT


TREE PIT DETAIL WITH CONTAINMENT DRAWING NO REV

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NORTH AYRSHIRE COUNCIL FOR DEVELOPMENTS WITHIN NORTH AYRSHIRE ONLY NAC503TRE A

12

m 15

m

300mm

FILTER MATERIAL

15m

NOTE FILTER MATERIAL REQUIRED ABOVE IMPERVIOUS GROUND CONDITIONS FLEXIBLE ROOT LINER ALTERNATIVE TO CONCRETE RING

AutoCAD SHX Text
NOTES



3 All bituminous joints to be treated to SHW cl 903 Sections 21-25

4 Bond CoatTack Coat to SHW cl 920


300 300

450 min

New carriageway Existing carriageway

New surface course

New binder course

New base

Proposed Existing

road level road level

Tack coat applied

bituminous seal to full joint

Existing surface course

Existing binder course

Existing base

Existing subbase New subbase

DRAWING NO REV STEPPED CARRIAGEWAY JOINT

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NAC504SCJ A


AutoCAD SHX Text
NOTES

(All dimensions in millimetres)

(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level

Pole Base Base Base Planting Cover to Diameter Length Width Depth Base Depth

(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900

DRAWING NO REV SIGNPOST FOUNDATION DETAIL

COPYRIGHT NORTH AYRSHIRE COUNCIL 2019 USED WITH THE PERMISSION OF NAC505POS A


AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1 All dimensions in millimetres 2 The Specification for road traffic signs The Specification for road traffic signs The Specification for road traffic signs Specification for road traffic signs Specification for road traffic signs for road traffic signs for road traffic signs road traffic signs road traffic signs traffic signs traffic signs signs signs and posts shall be laid down in the posts shall be laid down in the posts shall be laid down in the shall be laid down in the shall be laid down in the be laid down in the be laid down in the laid down in the laid down in the down in the down in the in the in the the the following documents (a) BS EN 12899-12007 Fixed BS EN 12899-12007 Fixed BS EN 12899-12007 Fixed EN 12899-12007 Fixed EN 12899-12007 Fixed 12899-12007 Fixed 12899-12007 Fixed Fixed Fixed vertical road traffic signs as amended (b) The Traffic Signs Regulations and The Traffic Signs Regulations and The Traffic Signs Regulations and Traffic Signs Regulations and Traffic Signs Regulations and Signs Regulations and Signs Regulations and Regulations and Regulations and and and General Directions 2016 (c) The Traffic Signs Manual as The Traffic Signs Manual as The Traffic Signs Manual as Traffic Signs Manual as Traffic Signs Manual as Signs Manual as Signs Manual as Manual as Manual as as as amended (d) The Manual of Contract Documents The Manual of Contract Documents The Manual of Contract Documents Manual of Contract Documents Manual of Contract Documents of Contract Documents of Contract Documents Contract Documents Contract Documents Documents Documents for Highway Works as amended 3 Traffic sign posts shall be manufactured Traffic sign posts shall be manufactured to the dimension stated in the Schedule of Items and comply with the Items and comply with the Items and comply with the and comply with the and comply with the comply with the comply with the with the with the the the requirements of BS EN 12899-12007 4 They shall be tubular hollow sections They shall be tubular hollow sections They shall be tubular hollow sections shall be tubular hollow sections shall be tubular hollow sections be tubular hollow sections be tubular hollow sections tubular hollow sections tubular hollow sections hollow sections hollow sections sections sections complying with BS EN 10210 and shall with BS EN 10210 and shall with BS EN 10210 and shall BS EN 10210 and shall BS EN 10210 and shall EN 10210 and shall EN 10210 and shall 10210 and shall 10210 and shall and shall and shall shall shall be manufactured from galvanised steel manufactured from galvanised steel manufactured from galvanised steel from galvanised steel from galvanised steel galvanised steel galvanised steel steel steel and coated with PVC complying with BS coated with PVC complying with BS coated with PVC complying with BS with PVC complying with BS with PVC complying with BS PVC complying with BS PVC complying with BS complying with BS complying with BS with BS with BS BS BS EN12899-12007 5 The posts shall be new continuous The posts shall be new continuous posts shall be new continuous posts shall be new continuous shall be new continuous shall be new continuous be new continuous be new continuous new continuous new continuous continuous continuous lengths with no welded sections or with no welded sections or with no welded sections or no welded sections or no welded sections or welded sections or welded sections or sections or sections or or or change in external diameter other than in external diameter other than in external diameter other than external diameter other than external diameter other than diameter other than diameter other than other than other than than than between base section and shaft 5 Post doors shall have a galvanised Post doors shall have a galvanised Post doors shall have a galvanised doors shall have a galvanised doors shall have a galvanised shall have a galvanised shall have a galvanised have a galvanised have a galvanised a galvanised a galvanised galvanised galvanised 3mm nominal diameter closed link nominal diameter closed link nominal diameter closed link diameter closed link diameter closed link closed link closed link link link stainless steel chain attached to the steel chain attached to the steel chain attached to the chain attached to the chain attached to the attached to the attached to the to the to the the the column sufficiently long to allow the sufficiently long to allow the sufficiently long to allow the long to allow the long to allow the to allow the to allow the allow the allow the the the door to rest freely on the ground when to rest freely on the ground when to rest freely on the ground when rest freely on the ground when rest freely on the ground when freely on the ground when freely on the ground when on the ground when on the ground when the ground when the ground when ground when ground when when when the post is erected in its operational post is erected in its operational post is erected in its operational is erected in its operational is erected in its operational erected in its operational erected in its operational in its operational in its operational its operational its operational operational operational position 6 Brass or stainless steel earthing Brass or stainless steel earthing Brass or stainless steel earthing or stainless steel earthing or stainless steel earthing stainless steel earthing stainless steel earthing steel earthing steel earthing earthing earthing terminals shall be provided on the shall be provided on the shall be provided on the be provided on the be provided on the provided on the provided on the on the on the the the posts (posts with flare bases only) and (posts with flare bases only) and (posts with flare bases only) and with flare bases only) and with flare bases only) and flare bases only) and flare bases only) and bases only) and bases only) and only) and only) and and and post door size M8 x 30mm long door size M8 x 30mm long door size M8 x 30mm long size M8 x 30mm long size M8 x 30mm long M8 x 30mm long M8 x 30mm long x 30mm long x 30mm long 30mm long 30mm long long long complete with two brass or stainless with two brass or stainless with two brass or stainless two brass or stainless two brass or stainless brass or stainless brass or stainless or stainless or stainless stainless stainless steel hexagon nuts and two plain brass hexagon nuts and two plain brass hexagon nuts and two plain brass nuts and two plain brass nuts and two plain brass and two plain brass and two plain brass two plain brass two plain brass plain brass plain brass brass brass or stainless steel washers These shall stainless steel washers These shall stainless steel washers These shall steel washers These shall steel washers These shall washers These shall washers These shall These shall These shall shall shall be welded or brazed to the access welded or brazed to the access welded or brazed to the access or brazed to the access or brazed to the access brazed to the access brazed to the access to the access to the access the access the access access access doors and inside walls of the base and inside walls of the base and inside walls of the base inside walls of the base inside walls of the base walls of the base walls of the base of the base of the base the base the base base base compartment and shall be fitted with a and shall be fitted with a and shall be fitted with a shall be fitted with a shall be fitted with a be fitted with a be fitted with a fitted with a fitted with a with a with a a a distinctly and durably marked metal and durably marked metal and durably marked metal durably marked metal durably marked metal marked metal marked metal metal metal label marked SAFETY ELECTRICAL marked SAFETY ELECTRICAL marked SAFETY ELECTRICAL SAFETY ELECTRICAL SAFETY ELECTRICAL ELECTRICAL ELECTRICAL CONNECTION - DO NOT REMOVE 7 The post manufacturer shall be The post manufacturer shall be post manufacturer shall be post manufacturer shall be manufacturer shall be manufacturer shall be shall be shall be be be registered with and certified by either with and certified by either with and certified by either and certified by either and certified by either certified by either certified by either by either by either either either British Standards Institute Quality Standards Institute Quality Standards Institute Quality Institute Quality Institute Quality Quality Quality Assurance Services Lloyds Register Services Lloyds Register Services Lloyds Register Lloyds Register Lloyds Register Register Register Quality Assurance Limited or other Assurance Limited or other Assurance Limited or other Limited or other Limited or other or other or other other other Nationally Approved Body for the Approved Body for the Approved Body for the Body for the Body for the for the for the the the manufacture supply and verification of supply and verification of supply and verification of and verification of and verification of verification of verification of of of traffic sign posts under their Quality sign posts under their Quality sign posts under their Quality posts under their Quality posts under their Quality under their Quality under their Quality their Quality their Quality Quality Quality Assessment Schedule to ISO 9001 8 Concrete for posts will be Class ST5 Concrete for posts will be Class ST5

EXAMPLE STREET


2 Street nameplate to be non-reflective helvetica medium lettering black on white background on 3mm aluminium plate rounded corners and 8mm black border Sealed with appropriate weatherproof clear protective material Lettering to be 75mm uppercase and on two or more lines if appropriate

3 Street nameplate to be mounted using rivited channel rails and 4x76mm stainless steel anti-rotational clips plus 2x76mm diameter grey PVC material coated poles bitumen coated internal surfaces galvanised base plates platic pole caps to allow mounting heignt of 10m and foundation depth of 500mm

4 Poles to be fitted in 300mm x 300mm x 500mm deep hole ancillary concrete mix ST2 or similar approved mix concrete foundations to be float finished flush with existing hard surfaces and painted with bitumen paint to match Soft soil verge turf etc to be reinstated to original surface where appropriate on top of concrete foundation

NAC506SNP STREET NAMEPLATE DETAIL

DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

108 TR NAC108TR PRECAST CONCRETE KERB TYPES STANDARD TRIEF KERB (TR)

A 190819

Typical Sections

201 FCA NAC201FCA STREET TYPE 1 2 OR 3 WITH FOOTWAY (100mm kerb upstand)

A 190819

202 FCB NAC202FCB STREET TYPE 3 OR 4 WITH FOOTWAY (30mm kerb upstand) A 190819

203 DM4 NAC203DM4 STREET TYPE 4 WITH DEMARCATION ZONE A 190819

204 SC4 NAC204SC4 STREET TYPE 4 WITH SERVICE STRIP (50mm kerb upstand) A 190819

205 DW2 NAC205DW2 STREET TYPE 1 2 OR 3 AT DRIVEWAYACCESS B 230920

206 DW3 NAC206DW3 STREET TYPE 4 AT DRIVEWAYACCESS B 250220

207 SNA1 NAC207SNA1 STREET TYPE 1 2 OR 3 - NO ADJACENT ADOPTABLE ASSET (100mm kerb upstand)

A 190819

208 SNA2 NAC208SNA2 STREET TYPE 3 or 4 - NO ADJACENT ADOPTABLE ASSET (50mm kerb upstand)

A 190819

209 SFT NAC209SFT TYPICAL STREET WITH GULLY AND ADJACENT FILTER TRENCH

A 190819

210 RFP NAC210RFP TYPICAL FOOTPATH WITH FILTER TRENCH A 200819

211 OVR NAC211OVR BLOCK PAVED OVERRUN CONSTRUCTION DETAIL A 200819

212 TRCS NAC212TRCS TRANSITION FEATURE TO A TYPE 3 OR 4 STREET A 200819

213 PAR NAC213PAR STANDARD FOOTWAYOFF STREET PARKING BAYS CONSTRUCTION

A 200819

Utilities and Drainage

301 SER NAC301SER RECOMMENDED POSITIONING OF UTILITY APPARATUS IN A 2 METRE FOOTWAY

A 200819

302 GUL NAC302GUL PRECAST CONCRETE TRAPPED STREET GULLY 450 mm NOMINAL BORE

A 200819

303 MH1 NAC303MH1 TYPE B MANHOLE - MAXIMUM DEPTH 3 METRES (to be used within carriageway)

A 200819

304 MH2 NAC304MH2 TYPE A MANHOLE - DEPTH 3 TO 6 METRES (to be used within carriageway)

A 200819

305 CTP NAC305CTP CATCHPIT (to be used outwith carriageway)

A 200819

306 ROD NAC306ROD RODDING EYE DETAIL A 200819

307 CPD NAC307CPD CARRIER PIPE DETAIL - PIPE BEDDING DETAIL A 200819

308 FLT1 NAC308FLT1 FILTER TRENCH CONSTRUCTION - SECTION A 200819

309 FLT2 NAC309FLT2 FILTER TRENCH CONSTRUCTION - PLAN A 200819

310 HCH NAC310HCH HYDROBRAKE CHAMBER A 200819

311 PS NAC311PS TYPICAL SECTION THROUGH POND MARGIN A 210819

312 PB NAC312PB TYPICAL SECTION THROUGH BASIN A 210819

313 PI NAC313PI DETENTION POND INLET HEADWALL DETAIL A 210819

314 PO NAC314PO DETENTION POND OUTLET HEADWALL DETAIL A 210819

315 PSG NAC315PSG DETENTION POND OUTFALL SAFETY GRILLE DETAIL A 210819

316 PPF NAC316PPF DETENTION PONDBASIN PERIMETER FENCE DETAIL A 210819

317 SWP NAC317SWP STANDARD WET SWALECARRIAGEWAY CONSTRUCTION A 210819

318 SWS NAC318SWS STANDARD WET SWALECARRIAGEWAY CONSTRUCTION A 210819

319 SDP NAC319SDP STANDARD DRY SWALECARRIAGEWAY CONSTRUCTION A 210819

320 SDS NAC320SDS STANDARD DRY SWALECARRIAGEWAY CONSTRUCTION A 210819

Footway

401 TPS NAC401TPS TACTILE PAVING AT SIGNALS A 210819

402 TPC NAC402TPC TACTILE PAVING AT PEDESTRIAN A 210819

of 3

CROSSING POINTS




A 210819


A 210819




B 100120


Miscellaneous


A 210819






Page 3 of 3


NOTES



DRAWING NO


REV


















4 (a)












4 (b)

























50

15

0

19

5

60

NOTES











NAC101HB1


DRAWING NO


REV

10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

50

15

0

19

5

60

NOTES











NAC102SP1


DRAWING NO

A

REV


10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

CARRIAGEWAY LEVEL

50

15

0

19

5

60

NOTES











NAC103BNK


DRAWING NO

A

REV


25mm M12 Mortar Bed


VA

RIE

S

(S

EE

T

AB

LE

)

175 125 50


Kerb Type Upstand

BN1 100mm

BN2 50mm

BN3 30mm

BN4 20mm

BN5 See NAC104BN5











NAC104BN5


DRAWING NO

A

REV



0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

CROSSING POINTS




A 210819


A 210819




B 100120


Miscellaneous


A 210819






of 3


NOTES



DRAWING NO


REV


















4 (a)












4 (b)

























50

15

0

19

5

60

NOTES











NAC101HB1


DRAWING NO


REV

10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

50

15

0

19

5

60

NOTES











NAC102SP1


DRAWING NO

A

REV


10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

CARRIAGEWAY LEVEL

50

15

0

19

5

60

NOTES











NAC103BNK


DRAWING NO

A

REV


25mm M12 Mortar Bed


VA

RIE

S

(S

EE

T

AB

LE

)

175 125 50


Kerb Type Upstand

BN1 100mm

BN2 50mm

BN3 30mm

BN4 20mm

BN5 See NAC104BN5











NAC104BN5


DRAWING NO

A

REV



0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4


NOTES



DRAWING NO


REV


















4 (a)












4 (b)

























50

15

0

19

5

60

NOTES











NAC101HB1


DRAWING NO


REV

10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

50

15

0

19

5

60

NOTES











NAC102SP1


DRAWING NO

A

REV


10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

CARRIAGEWAY LEVEL

50

15

0

19

5

60

NOTES











NAC103BNK


DRAWING NO

A

REV


25mm M12 Mortar Bed


VA

RIE

S

(S

EE

T

AB

LE

)

175 125 50


Kerb Type Upstand

BN1 100mm

BN2 50mm

BN3 30mm

BN4 20mm

BN5 See NAC104BN5











NAC104BN5


DRAWING NO

A

REV



0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

50

15

0

19

5

60

NOTES











NAC101HB1


DRAWING NO


REV

10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

50

15

0

19

5

60

NOTES











NAC102SP1


DRAWING NO

A

REV


10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

CARRIAGEWAY LEVEL

50

15

0

19

5

60

NOTES











NAC103BNK


DRAWING NO

A

REV


25mm M12 Mortar Bed


VA

RIE

S

(S

EE

T

AB

LE

)

175 125 50


Kerb Type Upstand

BN1 100mm

BN2 50mm

BN3 30mm

BN4 20mm

BN5 See NAC104BN5











NAC104BN5


DRAWING NO

A

REV



0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

50

15

0

19

5

60

NOTES











NAC102SP1


DRAWING NO

A

REV


10

0

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


175 125 50

CARRIAGEWAY LEVEL

50

15

0

19

5

60

NOTES











NAC103BNK


DRAWING NO

A

REV


25mm M12 Mortar Bed


VA

RIE

S

(S

EE

T

AB

LE

)

175 125 50


Kerb Type Upstand

BN1 100mm

BN2 50mm

BN3 30mm

BN4 20mm

BN5 See NAC104BN5











NAC104BN5


DRAWING NO

A

REV



0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

CARRIAGEWAY LEVEL

50

15

0

19

5

60

NOTES











NAC103BNK


DRAWING NO

A

REV


25mm M12 Mortar Bed


VA

RIE

S

(S

EE

T

AB

LE

)

175 125 50


Kerb Type Upstand

BN1 100mm

BN2 50mm

BN3 30mm

BN4 20mm

BN5 See NAC104BN5











NAC104BN5


DRAWING NO

A

REV



0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4











NAC104BN5


DRAWING NO

A

REV



0-6mm

15

0

90

6

0

25mm M12 Mortar Bed


175 125 50

AutoCAD SHX Text
NOTES

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

15

0

60

(o

r 8

5 to

acco

mo

da

te

Blo

ck P

avin

g)

50

NOTES











NAC105CS


DRAWING NO

A

REV


CARRIAGEWAY LEVEL

25mm M12 Mortar Bed


150 125 150

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25

50











NAC106RT


DRAWING NO

A

REV


NOTES

FOOTWAY LEVEL

30

10

0

25mm M12 Mortar Bed


300

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

NOTES











NAC107FT


DRAWING NO

A

REV


FOOTWAY LEVEL

80

10

0

25

25mm M12 Mortar Bed


300

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

75

150

415

75

NOTES

CARRIAGEWAY LEVEL

25mm M12 Mortar Bed










235 380 75




50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

50

25 Fall

25 Fall






25 Table NAC001CD

10

0

30

M12 Mortar Bed


15

0

19

5

60

60

10

0

M12 Mortar Bed



Sub-Base






100150 rec)






Streets






4060 PSV 60 (cl 915)




4060 PSV 60 (cl 915)

3 Shared Space








PSV 60 (cl 915)






300

175 125



50

AutoCAD SHX Text
NOTES

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25 Fall

50

25 Fall






50

25

10

0

30

30

M12 Mortar Bed







300

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE












(b)

15

0

19

5

60

175 125



PSV 60 (cl 915)



PSV 60 (cl 915)




50

AutoCAD SHX Text
NOTES

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

100

25 Fall 25 Fall

50

Demarcation Zone












50

150

195

60

150

85 to

accom

modate

Block P

aving

25mm M12 Mortar Bed





SAND BEDDING

4 (a)

Level


(cl 803)






SUB-BASE 4

(b)



(Appendix 71)



60

25mm M12 Mortar Bed

175 125 50

150 125

50

150

AutoCAD SHX Text
NOTES

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25 Fall

100





50

80





300

15

0

19

5

60

50

10

0

M12 Mortar Bed


M12 Mortar Bed


SURFACE COURSE

BINDER COURSE











(b) (Appendix 71)

175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25 Fall 25 Fall




Kerb Type FT

2m wide Footway


Kerb Type BN4




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE


SUB-BASE Road Type

1 Connector Streets



100150 rec)



4060 PSV 60 (cl 915)

2 Local Residential

Streets





4060 PSV 60 (cl 915)







PSV 60 (cl 915)

100

100

2525

300300








80

80

150

195

60

20

M12 Mortar Bed


175 125



50

AutoCAD SHX Text
NOTES

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25 Fall 25 Fall





Kerb Type FT




50

M12 Mortar Bed


SURFACE COURSE

BINDER COURSE

SAND BEDDING

SUB-BASE

Road Type

4 (a)


4 (b)






(Appendix 71)




10

01

00

2525

300300

M12 Mortar Bed









80

80

15

0

80

20

175 125



50

AutoCAD SHX Text
NOTES

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25 Fall







Table NAC001CD 50

15

0

19

5

60

10

0





175 125

Road Type


Streets 1


Residential Streets

2


3

SUB-BASE

25mm M12 Mortar Bed














50

AutoCAD SHX Text
NOTES

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25 Fall







50





150

195

60

50

M12 Mortar Bed










BASE COURSE Level





175 125



PSV 60 (cl 915)



PSV 60 (cl 915)





50

AutoCAD SHX Text
NOTES

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

1

5

0

2525




FORMATION



BASE COURSE

10

0

300



to Table NAC001CD


Table NAC001CD


NAC302GUL


Kerb Type FT












1000 Guage Visqueen


10

00

5

00

10

0

15

0

1250



25 80

11

0

300

80

80

AutoCAD SHX Text
NOTES

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

25 Fall

300


to Table NAC001CD


2525 80

80

25 80

100

M12 Mortar Bed


Haunch Mortar Bed

ST4 Class



75


SUB-BASE

TOP SOIL amp





GRASS SEED









100

300 300













AutoCAD SHX Text
NOTES

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

6

0

deg

50






15 FALL MAX






15

mm

M

AX

UP

LIF

T IN

VE

RT

IC

AL

PL

AN

E

15

0

Min

2

5

ma

x 1

00

125 175



M12 Mortar Bed

ST4 Class Concrete


AutoCAD SHX Text
NOTES

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

50 50












M12 Mortar Bed

M12 Mortar Bed





Reflective



BASE COURSE




Type 4b Carriageway

Construction to

Kerb Type CS

NAC001CD

Table NAC001CD

150

60

150

85

60


150 125 150 150 125

55m Shared Surface

Preferred 10m



150

AutoCAD SHX Text
NOTES

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

50

50

25

30

50

10

0

300







50

1

95

6

06

0

10

0

15

0

85

175 125 50

150 125



M12 Mortar Bed


M12 Mortar Bed







M12 Mortar Bed


Foundation Concrete


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE

SAND BEDDING

FORMATION













150

AutoCAD SHX Text
NOTES

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

Carriageway

Electricity


Gas

Water

Telecoms

450 295 295 270 260 430

450-1200m

m H

V

450m

m LV

250-350m

m

600m

m

750-900m

m

250-350m

m




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

ROAD LEVEL

150 dia outlet

ADJACENT

FOOTWAYVERGE



to be provided on a


a seating for gully


no kerb is present




450 x 900 or 375 x 750


375450

75

09

00

150

150 min

2000




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4



225mm Min





225-300

375-450 1350

1200 600

600



150

Mh Dia

1200

Rocker pipe length

600


DIR

ECTIO

NO

F FL

OW











(MIN 20mm THICK)







NAC303MH1


DRAWING NO

A

REV
















675m

m M

ax

250






FALL FALL




75

200


(SEE TABLE 1B)

DIR

ECTIO

NO

F FL

OW












AutoCAD SHX Text
NOTES

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

FALL

FALL

FALL

FALL FALL

FALL

FALL

FALL
















150-300 1200 600

pipe length












SEE TABLE 1A










Min 450mm BELOW

250

250

Min

200

0 FR

OM

UND

ERSI

DE

OF

RED

UCIN

G S

LAB

(a)


(z)










DIR

ECTIO

N

DIR

ECTIO

N

OF

FLO

W

OF

FLO

W

75 2

00

100


















AutoCAD SHX Text
NOTES








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4








OUTFLOW



INFLOW

75030

030

0

Oslash VARIES 400

450

IL

250

CL

600



(Scale 120)



(Scale 120)

OUTFLOWINFLOW





100


















AutoCAD SHX Text
NOTES

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

600

300

400

B 225 B

150

150

invert level

45


1000

150

A A

900

150

SECTIONAL PLAN BB




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

300

X4

X

X6

75 m

in

300

X25

X


DRAWING NO

A

REV









X4

X

150

100 m

in



X+X4

X+200 min

X6

100 m

in


AutoCAD SHX Text
NOTES











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4











Rodding Eye




















Note Base Level Of

300

150



Depth T

o B

e D

eterm

ined



300

150

Outgoing Pipes








AutoCAD SHX Text
NOTES

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

Carriagew

ay

Footpath

2m

S

ervice S

trip

125m

trench

Inspection Chamber

Carrier Pipe

Rodding Eye

Gully











AutoCAD SHX Text
NOTES

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

PULL HANDLE




INTERNAL INTERNAL




OF UPPER PIPE (mm)



150 150 150 150 652 1156 375

300


150 150 704 1239 375 300


150 150 150 748 1328 300

300 375

150 150 880 1610 375 400 375

250

375 450 250 150 400 921 1693


375 525 400 150 962 1775


375 600 150 1028 1908

275 425


225 375 150 736 1322

300 225

150 SEE TABLE

300 225 150 781 1411

150 375 300

400 150 922 1693

375 375 SEE TABLE 225

250

225 150 963 1776 375 400 250 450

IN FLOW

400 375 OUT FLOW 225

150 1004 1858 525

250

600 225

375 425 150 1071 1991

275

300 300

150 150 375 825 1500 OUTLET SPIGOT 300

375 375 400 150 966 1782

300 250

375 450 250 400

300 150 1007 1865

375 400 525

300 250 150 1048 1947

300 600 375 275

150 425 1115 2080

INTAKE

SUMP PIVOTING






INTAKE FLOW

IN FLOW OUT FLOW






AutoCAD SHX Text
NOTES








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4








1

4

1



Pond base

1





500

500



AutoCAD SHX Text
NOTES

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

3

0

0

Oslash

1

1

0

0

O

u

t

f

a

l

l

35

m w

ide G

rasscre

te

3

0

0

Oslash 1

2

0

0

In

le

t

main

tenance tra

ck

120 FALL 140 FALL 150











Min 300mm Freeboard











PostWire Fence


Ground Level




Ground Level

backfill material






(min 300gspm)


500

500

1m Approx

500 500

AutoCAD SHX Text
NOTES

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

10deg

3

0

0






500

2130

300

1625

200

600

300

1625

2585

3190

300

600

2585

3190 300 300 2500



Rocker pipe

Plan








Section through A-A

B




AutoCAD SHX Text
NOTES

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

B

300 B







Plan









16

00

10

00

3

00

27

5

13

50

30

0

60

0

300

30

0

52

5

50

0

300

1600 1575 300 300

AutoCAD SHX Text
NOTES

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

100





DRAWING NO

A

REV





Elevation





Wall plate

Fillet weld


Oslash22mm drilled






Pipe wall




Screen frame

Detail of connector

60

40

100 minimum


40

AutoCAD SHX Text
NOTES





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4





DRAWING NO

A

REV



Not to exceed 150m

3500 maximum


70

1

50

23

0 2

50

25

0

75





wires 4 dia

15

0

45

0

59

5

45

0

10

45

1

27

5



Grade ST2



AutoCAD SHX Text
NOTES






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4






B

A

B

A


PREVENT EROSION



surface system

SILT TRAP

AutoCAD SHX Text
NOTES

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

30

0



100mm TurfTopsoil

FORMATION






100mm TurfTopsoil


BINDER COURSE



SUB-BASE GRAVEL


100 600 250 600 450

2525

100

100

100

100

300300

80

80

80

80

100 600 250 600 450

20

0

20

0

30

0







2525

300300

AutoCAD SHX Text
NOTES





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4





B

A

B

A


PREVENT EROSION

AutoCAD SHX Text
NOTES

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

30

0

100 600 250 600 450

80

100

25

300

20

0

90

0







Kerb Type FT

100mm TurfTopsoil

Kerb Type HB1






PREVENT EROSION

M12 Mortar Bed

Kerb Type CS


PEA GRAVEL LAYER


SURFACE COURSE

BINDER COURSE

BASE COURSE

SUB-BASE


Section B-B

AutoCAD SHX Text
NOTES

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

Width

of crossing



Formation level

150mm

25mm

50mm

Flag

Dry mix

mortar bedding

Subbase

thickness

compacted

Pole position




AutoCAD SHX Text
NOTES
AutoCAD SHX Text



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4



Width

of crossing

50mm

25mm

150mm

compacted

thickness

Flag


Subbase

Formation level




AutoCAD SHX Text
NOTES
AutoCAD SHX Text


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4


Cross Section

Plan View

10

01

00

10

0

252525

300300300

80

80

15

0

18

0

20

0








225 435

TK 180 KK 180 KK 180 KK 180 KK 180 TK 180

AutoCAD SHX Text
Surface Course
AutoCAD SHX Text
AutoCAD SHX Text
Binder Course
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Kerb Type FT
AutoCAD SHX Text
AutoCAD SHX Text
Existing Road Level
AutoCAD SHX Text
AutoCAD SHX Text
Kassel Kerb KK180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

W

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0 A

+

2

0

W

=

A

3

0

m

m

in

Kerb Type RT

Kerb Type FT











Kerb Type BN2

As Per Street Type




AutoCAD SHX Text
NOTES

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

A

+

2

0

W

W

=

A

+

1

8

m

4

5

m

m

in

1

in

4

0

c

r

o

s

s

f

a

ll

D

A

T

U

M

L

E

V

E

L

2

0

0

0

+

1

5

0

+

1

0

0

Kerb Type FT











Kerb Type BN2

As Per Street Type





AutoCAD SHX Text
NOTES

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

A

+

1

5

0

Kerb Type FT


Kerb Type CS


Kerb Type BN2

As Per Street Type




- 60m Commercial


- 60m Commercial






DRAWING NO

A

REV


+

1

0

0

2

0

0

0

+

2

0

D

A

T

U

M

L

E

V

E

L

R

AutoCAD SHX Text
NOTES




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4




- 73m Industrial


- 90m Industrial






DRAWING NO

A

REV



Kerb Type CS



Kerb Type CS

R

A

AutoCAD SHX Text
NOTES

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

1

B

E

D

R

O

O

M

D

W

E

L

L

I

N

G

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

2

O

R

3

4

O

R

M

O

R

E

D

W

E

L

L

I

N

G

B

E

D

R

O

O

M

6

m

m

i

n

2

7

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

C

a

r

r

i

a

g

e

w

a

y

w

i

d

t

h

4

5

m

m

i

n

(

s

e

e

n

o

t

e

7

)

4

8

m

p

r

e

f

e

r

r

e

d

1

0

5

m

m

i

n

4

8

m

m

i

n

5

0

m

p

r

e

f

e

r

r

e

d



Driveway dimensions

















AutoCAD SHX Text
NOTES







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4







DRAWING NO

B

REV


+

1

0

0

2

0

0

0

+

6

1

8

m

m

in

D

A

T

U

M

L

E

V

E

L

1

in

4

0

c

r

o

s

s

f

a

ll

+

1

5

0

d

is

h

e

d

a

re

a

to

m

in

im

is

e

fo

o

tw

a

y

g

ra

d

ie

n

ts

(m

a

x

7

5

g

ra

d

ie

n

t)


AutoCAD SHX Text
NOTES

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

W

+

2

0

2

0

0

0

+

100

+50 A

W

=

A

3

0

m

m

in

c

r

o

s

s

f

a

ll

1

in

4

0

D

A

T

U

M

L

E

V

E

L




Transition Kerb


Kerb Type BN2

As Per Street Type













AutoCAD SHX Text
NOTES

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

300



CAPPING 5 lt CBR


(clause 613)

300 mm

CBR lt= 2

FORMATION

Varies (see Table

NAC001CD)

600

350

300

50







AutoCAD SHX Text
NOTES






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4






BAND RECESS

BODY SLEEVE

REMOVABLE BOLLARD

BAND RECESS

COUPLING BOLTS


REINFORCING TUBE

150

160

200

345

400

115

250

400


500 (D

epth B

elow

G

round)

80


745 (D

epth B

elow

G

round)

760 (T


480

150

20

BAND RECESS

BOLLARD


ANCHOR BAR




AutoCAD SHX Text
NEOPOLITAN 150
AutoCAD SHX Text
ENVIROPOL
AutoCAD SHX Text
NOTES

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

SECTION PLAN






12

m 15

m

300mm

FILTER MATERIAL

15m


AutoCAD SHX Text
NOTES






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4






300 300

450 min


New surface course

New binder course

New base

Proposed Existing


Tack coat applied




Existing base





AutoCAD SHX Text
NOTES


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4


(d)

(a)

(b)

(z)

(x) (y)

Sign Face

Ground Level


(d) (x) (y) (z) (a) (b)

76 600 600 450 150 600

89 600 600 600 150 750

114 900 600 600 150 750

140 1200 750 750 150 900




AutoCAD SHX Text
NOTES
AutoCAD SHX Text

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

EXAMPLE STREET






DRAWING NO

A

REV


180 min

500

300 max

165 min 275 max

300

AutoCAD SHX Text
NOTES

Sheets and Views

Table CD

HB1

SP1

BNK

BN5

CS

RT

FT

TR

FCA

FCB

DM4

SC4

DW2

DW3

SNA1

SNA2

SFT

RFP

OVR

TRCS

PAR

SER

GUL

MH1

MH2

CTP

ROD

CPD

FLT1

FLT2

HCH

PS

PB

PI

PO

PSG

PPF

SWP

SWS

SDP

SDS

TPS

TPC

BS

DW1

SMA

MCA

MAC

DWD

PCR

CAP

BOL

TRE

SCJ

POS

SNP

DW4pdf

Sheets and Views

DW4

Construction Consents Standard Construction Details...Page 2 of 3 107 FT NAC/107/FT PRECAST CONCRETE...

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Transcript of Construction Consents Standard Construction Details...Page 2 of 3 107 FT NAC/107/FT PRECAST CONCRETE...