SHEET 205 SHEET 205 HEATHMONT ROAD GREAT RYRIE … · 2017. 9. 15. · A1 01 00 ORIGINAL ISSUE DESIGN DEVELOPMENT AHD trust-mark.com Quality Management System ISO 9001 26.07.17 Level

GREAT RYRIE STREET

HEATHMONT ROAD HEATHMONT ROAD

CANTERBURY ROAD

LISGO

OLD

STRE

ET

WAINUI AVENUEEDNA STREET

BALFOUR AVENUE

CARB

ERY

PLAC

E

KITS

ON S

TREE

T

BELL

E VU

E AV

ENUE

GARD

EN S

TREE

T

HEATHMONT ROAD HEATHMONT ROADSHEET 201 SHEET 201 SHEET 202 SHEET 202 SHEET 203 SHEET 203 SHEET 204 SHEET 204 SHEET 205 SHEET 205

EDITH

STRE

ETA1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®

Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17

HEATHMONT

ROAD REHABILITATION & LATM

HEATHMONT ROAD

OVERALL PLAN, TYPICAL SECTION, NOTES, DRAWING INDEX

21853

C101

AC

AG

21853-C1.dwg

26 JULY 2017

AS SHOWN

DRAWING INDEX

SHEET NO. TITLE CAD FILE VERSION NO.C101 OVERALL PLAN, NOTES, DRAWING INDEX 21853-C1.dwg 01C102 TYPICAL CONSTRUCTION DETAILS 21853-C1.dwg 01C201 DETAIL PLAN 21853-C2.dwg 01C202 DETAIL PLAN 21853-C2.dwg 01C203 DETAIL PLAN 21853-C2.dwg 01C204 DETAIL PLAN 21853-C2.dwg 01C205 DETAIL PLAN 21853-C2.dwg 01C301 CROSS SECTIONS 21853-C3.dwg 01C302 CROSS SECTIONS 21853-C3.dwg 01C303 CROSS SECTIONS 21853-C3.dwg 01C304 CROSS SECTIONS 21853-C3.dwg 01C305 CROSS SECTIONS 21853-C3.dwg 01C401 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C402 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C403 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C404 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C405 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C406 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C407 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C408 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C409 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C410 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C501 INTERSECTION DETAIL 21853-C5.dwg 01C502 INTERSECTION DETAIL 21853-C5.dwg 01C503 INTERSECTION DETAIL 21853-C5.dwg 01C504 INTERSECTION DETAIL 21853-C5.dwg 01C505 INTERSECTION DETAIL 21853-C5.dwg 01C506 INTERSECTION DETAIL 21853-C5.dwg 01C507 INTERSECTION DETAIL 21853-C5.dwg 01C601 DRAINAGE LONGITUDINAL SECTIONS 21853-C6.dwg 01C602 PIT SCHEDULE 21853-C6.dwg 00C701 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C702 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C703 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C704 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C705 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C706 SIGN SCHEDULE 21853-C7.dwg 00C801 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C802 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C803 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C804 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C805 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C806 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C807 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C808 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C809 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C810 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C811 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C812 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C813 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C814 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C815 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C816 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C817 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00

ROAD REHABILITATION & LATMHEATHMONT ROAD, HEATHMONT

OVERALL PLAN10050050

LENGTHS ARE IN METRES

1:2500 @ A1 1:5000 @ A3

NOTES1. ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD

DRAWINGS AND SPECIFICATIONS.

2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM.

3. THE LOCATION OF EXISTING SERVICES IS BASED ON INFORMATION SUPPLIED BY THE RELEVANTAUTHORITIES AND IS APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALLSERVICES BEFORE COMMENCING WORKS AND PROTECT THE SAME FOR THE DURATION OF THE WORKS.

4. BATTERS SHALL BE 1:5 FOR FILL AND 1:3 FOR CUT, UNLESS OTHERWISE SHOWN.

5. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED TO OBTAIN FINAL FILLLEVELS AS SHOWN ON THE PLANS. ALL FILLING TO BE COMPACTED AS SPECIFIED.

6. ALL DISTURBED AREAS ARE TO BE COVERED WITH TOPSOIL TO A DEPTH OF 100mm TO THE SATISFACTIONOF THE ENGINEER. NO TOPSOIL IS TO BE REMOVED FROM SITE AND ANY EXCESS IS TO BE SPREAD OVERTHE LOTS.

7. BACKFILL ALL TRENCHES BENEATH ROAD PAVEMENT AND VEHICLE CROSSINGS WITH CLASS 2 F.C.R.

8. DRAINAGE PIPES SHALL BE CLASS 4 REINFORCED CONCRETE OR CLASS 4 FIBRE REINFORCED CONCRETE,UNLESS SHOWN OTHERWISE.

9. SIDE ENTRY PITS ARE TO BE OFFSET 0.60m (TO CENTRE OF PIT) FROM KERB RETURN TANGENT POINTSAND TANGENT POINTS AT HEAD OF COURT HEADS.

10. ALL PITS OVER 1.0m DEEP ARE TO BE PROVIDED WITH CRANKED STEP IRONS.

11. AGRICULTURAL DRAINS ARE TO BE LAID BEHIND/UNDER ALL KERB AND CHANNEL, AS SPECIFIED.

SEDIMENT CONTROL

12. CONTRACTORS SHALL ENSURE THAT ALL WORKS COMPLY WITH THE REQUIREMENTS OF THEENVIRONMENT PROTECTION AUTHORITY PUBLICATION "CONSTRUCTION TECHNIQUES FOR SEDIMENTPOLLUTION CONTROL"-EPA PUBLICATION NO. 175.

13. CONTRACTORS SHALL INSTALL MEASURES TO ENSURE ANY SEDIMENT OR LITTER GENERATED AS ARESULT OF THE WORKS IS CONTAINED ON THE SITE. THESE MEASURES SHALL INCLUDE DEVICES SUCH ASSILT FENCES WHICH ARE TO BE LOCATED AT ALL SOURCES OF SEDIMENT SUCH AS EARTHWORKSSTOCKPILED, ENDS OF ROAD EXCAVATION, DRAINAGE OUTLETS ETC.

14. CONTRACTORS SHALL ENSURE THAT VEHICLES ASSOCIATED WITH THE WORKS DO NOT DEPOSIT DIRT ORRUBBISH ONTO ROADS. ANY MATERIAL DEPOSITED SHALL BE PROMPTLY CLEANED UP WITHOUTCONTAMINATING ANY WATERWAY.

15. THE CONTRACTORS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SEDIMENT AND LITTERCONTROL DEVICES THROUGHOUT THE DURATION OF THE PROJECT AND THE CONTRACT MAINTENANCEPERIOD.

OCCUPATIONAL HEALTH AND SAFETY

IN THE DESIGN AND DEVELOPMENT OF THESE PLANS, JCA LAND CONSULTANTS HAVE, AS FAR AS REASONABLYPRACTICABLE, COMPLIED WITH THOSE REQUIREMENTS OF "DESIGNERS" AS PER THE OHS ACT 2004 AND OHSREGULATIONS 2007.

JCA LAND CONSULTANTS, FOR THE PURPOSES OF THE OHS ACT 2004 AND OHS REGULATIONS 2007, ARE NOT INANY WAY DEEMED THE PRINCIPAL CONTRACTOR, OWNER OR EMPLOYER WITH RESPECT TO THIS PROJECT.

ALL OHS CONSTRUCTION COMPLIANCE REQUIREMENTS IN THE EXECUTION OF THESE PLANS ARE THE SOLERESPONSIBILITY OF THE NOMINATED AND AUTHORISED ENTITY AS PER:

SECTION 21 & 22 OF THE OHS ACT 2004 PART 5 "CONSTRUCTION" AND OTHER RELEVANT SECTIONS OF THE OHS REGULATIONS 2007

JCA LAND CONSULTANTS RECOMMENDS THAT THE DEVELOPER AND/OR NOMINATED AND AUTHORISED ENTITYSEEK PROFESSIONAL OHS ADVICE IN ALL MATTERS OF CONSTRUCTION SAFETY PRIOR TO CONSTRUCTION.

01COUNCIL COMMENTS

05.09.17

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

TYPICAL CONSTRUCTION DETAILS

21853

C102

AC

AG

21853-C1.dwg

26 JULY 2017

AS SHOWN

VARIES (3.10-3.40)2.30 VARIES (3.10-3.40)

TYPICAL SECTION (HEATHMONT ROAD)N.T.S.

PROP

ERTY

BOU

NDAR

Y (E

AST)

PROP

ERTY

BOU

NDAR

Y (W

EST)

PARKING LANE SOUTHBOUND LANE NORTHBOUND LANEVARIES VARIES VARIES

NATURE STRIP NATURE STRIP EX. FOOTPATH

B2 BARRIER KERB & CHANNEL(COUNCIL STANDARD SD-C01) B2 BARRIER KERB & CHANNEL

(COUNCIL STANDARD SD-C01)

30mm COMPACTED DEPTHSIZE 10mm TYPE H ASPHALT OVERLAY

WHERE LOW POINT IS GENERATED INNATURE STRIP, GRADE INVERT OUTTO NEAREST VEHICLE CROSSINGSUBSOIL DRAIN WITH OUTLET

TO PIT OR KERB AS REQUIRED(REFER 'KERB / PAVEMENT

REINSTATEMENT DETAIL')

0.15(MIN)

EXIS

TING

ELE

C. P

OLE

NOTE:EXISTING KERB HEIGHT GENERALLY 30-40mmLOWER THAN NEW B2 BARRIER KERB

NOTE:EXISTING KERB HEIGHT GENERALLY 30-40mmLOWER THAN NEW B2 BARRIER KERB

FUTURE FOOTPATH(NOT CONSTRUCTED AS

PART OF THESE WORKS)

3% (MIN) 3% (MIN)

0.13 (

MIN)

0.60

350mm WIDE CLASS D TRENCH GRATE(300mm CLEAR OPENING)

RAISED PAVEMENT

3% (MIN)

EDGE STRIP

0.60 RAISED PAVEMENTM2 KERB

VEHICLE CROSSING

PROP

ERTY

BOU

NDAR

YPR

OPER

TY B

OUND

ARY

VEHICLE CROSSING

0.13 (

MIN)

TYPICAL SECTION - RAISED PAVEMENT(GARDEN STREET)

N.T.S.

TYPICAL SECTION - RAISED PAVEMENT(BELLE VUE AVENUE / KITSON STREET)

N.T.S.

TRENCH GRATE / EDGE STRIPTO BE CAST AS SINGLE UNIT

1% (MIN)

0.13 (

MIN)

350mm WIDE CLASS D "HEEL GUARD"TRENCH GRATE (300mm CLEAR OPENING)

RAISED PAVEMENTVEHICLE CROSSING

PROP

ERTY

BOU

NDAR

Y

TYPICAL SECTION - RAISED PAVEMENT(PEDESTRIAN CROSSING)

N.T.S.

CONCRETE PAVEMENT AND BARRIERKERB TO BE CAST AS SINGLE UNIT

WIDTH VARIES

12mm DIA DEFORMED TIE BAR AT500mm CENTRES (GRADE 400)

B1 BARRIER KERB

UNREINFORCED CONCRETEPAVEMENT INFILL

0.15 (

MIN)

0.19 0.20

SUBSOIL DRAINAGE TO

COUNCIL STANDARD

SD-B04, BACKFILL WITH

20mm RECYCLED

CONCRETE, NO FINES.

BASE COURSE - CEMENT STABLISED SAND

SUBBASE COURSE - 110MM CLASS 2, 20MM F.C.R. COMPACTED TO

NOT LESS THAN 98% OF AS 1289, 5.2.1 (MODIFIED COMPACTION)

MATERIAL AS FOUND COMPACTED TO 95% OF AS 1289 5.1.1

(STANDARD COMPACTION) AT MOISTURE CONTENT BETWEEN 90%

AND 120% OF OPTIMUM MOISTURE CONTENT FOR DEPTH OF 150mm.

100mm

TOPSOIL

SELECT FILL

AS SPECIFIED

WEARING COURSE (BASE) - 30MM COMPACTED DEPTH OF SIZE

10 TYPE "H" ASPHALT

MIN

. 200m

m

WEARING COURSE (FINAL) - 30mm COMPACTED DEPTH OF SIZE

10 TYPE "H" ASPHALT

B2 - COUNCIL

STANDARD

EXISTING PAVEMENT

EMULSION TACK COATING OF PAVEMENT INTERFACE

KERB / PAVEMENT REINSTATEMENT DETAILN.T.S.

SHOWN AS:

REFER COUNCIL STANDARDSD-G04A FOR DETAIL



SUBSOIL DRAIN WITH OUTLETTO PIT OR KERB AS REQUIRED(REFER 'KERB / PAVEMENTREINSTATEMENT DETAIL')

LOCALISED THICKENINGOF CONCRETE PAVEMENT

3% (MIN)

BACK

OF

KERB

(B2)

LIP O

F KE

RB (B

2)

WEARING COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT

INTERMEDIATE COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT

BASE COURSE: 300mm CLASS 2 FCRCOMPACTED IN 2 EQUAL LAYERS

MATERIAL AS FOUND COMPACTED TO 95% OF AS 1289 5.1.1(STANDARD COMPACTION) AT MOISTURE CONTENT BETWEEN 90%AND 120% OF OPTIMUM MOISTURE CONTENT FOR DEPTH OF 150mm.

PAVEMENT WIDENING / NEW PAVEMENT DETAILN.T.S.

CL

123.91

Ex IO

K

CH 1035.00

2.5%

6.4

% 4.7%

0.1%7.5

%

7.8

%

9%

5.9%2.2%

-8.35

124.45

0.03

124.48

-6.85

124.36

0.09

124.44

-5.67

124.19

0.18

124.37

-5.48

124.20

0.01

124.22

-3.32

124.30

0.14

124.44

-1.19

124.31

0.13

124.44

0.00

124.22

0.13

124.35

2.57

124.00

0.13

124.13

4.03

124.05

-0.12

123.93

4.22

124.06

0.03

124.08

4.89

124.07

0.05

124.12

6.25

124.10

0.05

124.15

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

CROSS SECTION - RAISED PAVEMENT(PEDESTRIAN CROSSING)

SCALE 1:100

01COUNCIL COMMENTS

05.09.17

WEARING COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT

INTERMEDIATE COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT

BASE COURSE: 100mm COMPACTED DEPTHSIZE 20mm TYPE SI ASPHALT

MATERIAL AS FOUND COMPACTED TO 95% OF AS 1289 5.1.1(STANDARD COMPACTION) AT MOISTURE CONTENT BETWEEN 90%AND 120% OF OPTIMUM MOISTURE CONTENT FOR DEPTH OF 150mm.

DEEP LIFT PAVEMENT PATCHN.T.S.

SHOWN AS: SHOWN AS:

1

2

5

126

126

1

2

7

1

2

7

127

1

2

8

1

2

8

1

2

9

1

3

0

1

3

0

1

3

0

1

3

1

1

3

1

131

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

TELSTRA

PIT

TELSTRA

PIT

WATER

METER

TELSTRA

PIT

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

B

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

I

T

H

L

I

G

H

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

I

T

H

L

I

G

H

T

ELECTRICITY

POLE

WITH

LIGHT

E

L

E

C

T

R

I

C

I

T

Y

P

I

T

FIRE

PLUG

S

I

G

N

S

I

G

N

S

I

G

N

SIGN

SIGN

SIGN

S

IG

N

WATER

STOP

VALVE

WATER

STOP

VALVE

W

A

T

E

R

S

T

O

P

V

A

L

V

E

P

A

L

I

N

G

S

PICKETS

PIC

KE

TS

PICKETS PICKETS

PICKETS

PICKETS

P

I

C

K

E

T

S

PALINGS

P

A

L

I

N

G

S

GATE

GATE

G

A

T

E

G

A

T

E

HORIZONTAL BOARDS

W

E

L

D

M

E

S

H

SLEEPER RETAINING WALL

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

DR

IV

EW

AY

CONCRETE

CROSSING

G

R

A

V

E

L

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

TOP

TOE

OF

OF BANK

BANK

C

O

N

C

R

E

T

E

STAYWIRE

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

FOOTPATH

FOOTPATHCONCRETE

CONCRETE

G

R

A

S

S

E

D

N

A

T

U

R

E

G

R

A

S

S

E

D

N

A

T

U

R

E

GRASSED

NATURE

STRIP

GRASSEDNATURE

(GREAT RYRIE STREET)




>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

3.40

3.30

2.30

GREAT RYRIE STREET

HEATHMONT ROAD

No.1/1No.3 No.5

No.7 No.9 No.11 No.13 No.15

No.2

No.3No.2A

0.15m MINIMUM CLEARANCEBETWEEN POLE AND BACK OF KERB

EXISTING CENTRE LINE

MATCH EXISTING KERB

MATCH EXISTING KERB

PAVEMENT WIDENING

PAVEMENT WIDENING

FUTURE FOOTPATH

LIMIT OFOVERLAY

LIMIT OFOVERLAY

8.00

B1 KERB(SD-C01)

CH

20

.0

0

CH

40.0

0

CH

55.0

0

CH

80

.0

0

CH

41.6

7

CH

59.4

1

CH

77

.52

CH

0.00

CH

91

.2

7

1

2

2

1

2

2

1

2

2

122

1

2

3

1

2

4

1

2

4

124

125

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PITS

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

PIT

ELECTRICITY

PIT

SIGN

PICKETS

PICKETS

PICKETS

PICKETS

PALINGSPALINGS

GATE

GATE

GATE

GATEGATE

BRICK

STONE RETAINING WALL


FIRE

HYDRANT

CONCRETE

CROSSINGCONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

GRAVEL

CROSSING

GR

AV

EL

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

PA

VE

D

DR

IV

EW

AY

TOE

TOP OF BANK

T

O

E

B

A

N

K

O

F

BANK

OF

FOOTPATHCONCRETE

CONCRETE

SEWER

INSPECTION

GRASSED

NATURE

STRIP

GRASSED

NATURE

STRIPSTRIP

SIGN



RESERVE

3.30

3.30

2.30

HEATHMONT ROAD

No.17 No.19 No.2/21 No.23 No.25 No.27No.29

No.5

No.7A

No.4 No.1/6No.1/8

No.10

No.1/21

No.15A

No.2/6

No.31CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) AS PERCOUNCIL STANDARD SD-G04A AND SD-G06 WITH1.4m APPROACH RAMPS AND 6.0m FLAT TOP

0.15m MINIMUM CLEARANCEBETWEEN POLE AND BACK OF KERB 0.15m MINIMUM CLEARANCE

BETWEEN POLE AND BACK OF KERB0.15m MINIMUM CLEARANCE

BETWEEN POLE AND BACK OF KERB0.15m MINIMUM CLEARANCE

BETWEEN POLE AND BACK OF KERB


REMOVE EXISTING CONCRETEVEHICLE CROSSING AND

REINSTATE NATURE STRIP

FUTURE FOOTPATHADJUST PIT COVER LEVELTO SUIT NEW KERB

ADJUST PIT COVER LEVELTO SUIT NEW KERB

CH

100

.00

CH

120

.00

CH

14

0.0

0

CH

16

5.00

CH

190

.00

CH

200.00

CH

220.00

CH

240

.00

CH

96

.2

7

CH

114

.7

5

CH

132

.1

7

CH

14

3.5

0

CH

15

4.3

4

CH

187.42

CH

198.27

CH

213

.89

CH

221.69

CH

15

5.3

4

CH

16

0.1

0

CH

17

9.88

CH

211.10

CH

227

.52

9 8

7 6



A1

01

00 26.07.17

HEATHMONT


HEATHMONT ROAD

DETAIL PLAN

ORIGINAL ISSUE

21853

C201

DESIGN DEVELOPMENT

AC

AG

21853-C2.dwg

26 JULY 2017

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®

Level 1, 260 Main Street Lilydale Vic. Australia 3140

AS SHOWN

MATC

HLIN

E A

MATC

HLIN

E B

MATC

HLIN

E A

1:200 @ A1


1 10864202

1:400 @ A3

RAISED PAVEMENTCOLOURED & PATTERNED ASPHALT

CONCRETE FOOTPATH125mm THICK WITH SL72 REINFORCEMENT

CONCRETE VEHICLE CROSSING150mm THICK WITH SL72 REINFORCEMENT

CONCRETE ISLANDMOUNTABLE KERB WITH PATTERN PAVE INFILL

REINSTATE NATURE STRIPTOPSOIL & SEED

LEGEND

PAVEMENT REINSTATEMENTADJACENT TO KERB (REFER DETAIL)

SAWCUT

PROFILE ASPHALT SURFACE(TO ALLOW FOR 30mm DEPTH OVERLAY)

HOUSE DRAIN CONNECTION

DEEP LIFT PAVEMENT PATCH(REFER DETAIL)

NEW PAVEMENT / PAVEMENT WIDENING(REFER DETAIL)

NOTE: SAWCUT EXISTING VEHICLE CROSSINGS AT FRONT EDGE OF PATH UNLESS SHOWN OTHERWISE REINSTATE VEHICLE CROSSINGS IN ACCORDANCE WITH COUNCIL STANDARD SD-C01 ALL VEHICLE CROSSINGS 3.0m WIDE UNLESS SHOWN OTHERWISE RECONNECT ALL HOUSE DRAIN CONNECTIONS TO NEW KERB (COUNCIL STANDARD SD-B01)

> >

100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 3SCREENINGS BACKFILL

SUB-SURFACE DRAINAGE>>

100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 2NO FINES CONCRETE BACKFILL

> >

100DIA. UPVC (WITH KERB ADAPTOR)GRADE TO ACHIEVE KERB OUTLET

SUBSURACE DRAIN RISER AND COVER(MAXIMUM 100m SPACING)

01COUNCIL COMMENTS

05.08.17

120

121

121

1

2

1

1

2

1

1

2

1

1

2

2

122 1

2

2

122

122

123

1

2

3

123

1

2

3

TELSTRA

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TE

LS

TR

A

PIT

TE

LS

TR

A

PIT

TELSTRA

PITS

ELECTRICITY

POLE

TELSTRA

PIT

TELSTRA

PIT

CONCRETE

CROSSING

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE

WITH

LIGHT

ELECTRICITY

PIT

ELECTRICITY

PIT

ELECTRICITY

PIT

FIRE

PLUG

FIRE

PLUG

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

PICKETS

PICKETS

PICKETS

PA

LIN

GS

PA

LIN

GS

GATE

GATE

G

A

T

E

GATE

HORIZONTAL BOARDS

HORIZONTAL BOARDS

STONE RETAINING WALLSTONE RETAINING WALL



CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSINGCONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

GRAVEL

CROSSING

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

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TE

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IV

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NC

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CO

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RE

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IV

EW

AY

CO

NC

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IV

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AY

CO

NC

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TE

DR

IV

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AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

BIT

UM

EN

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

BITUMEN

BIT

UM

EN

DR

IV

EW

AY

PAVED

CROSSING

FOOTPATH

FOOTPATHCONCRETE

FOOTPATHCONCRETE

GRASSED

NATURE

STRIP

GRASSED NATURE

GRASSEDNATURE

STRIP

HEDGE

SEWER

INSPECTION

>>

>

X X

>>

>

3.25

3.25

2.30

HEATHMONT ROAD

GARD

EN S

TREE

T

No.31 No.33 No.35No.1/37 No.39 No.41 No.43 No.45 No.47

No.1/12 No.1/14 No.16 No.18

No.20 No.22 No.1/24

HEATHMONT ROAD




REALIGN FOOTPATH AS SHOWN


350mm WIDE CLASS D TRENCH GRATE(300mm CLEAR OPENING) ACROSS FULL

LENGTH OF PROPOSED RAISED PAVEMENT

MATCH EXISTINGFOOTPATH



CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) ASPER COUNCIL STANDARD SD-G04A AND SD-G06WITH 1.4m APPROACH RAMP

LIMIT OFOVERLAY

MATCH EXISTINGLINE MARKING

1.5m OPENING IN KERB

TRANSITION KERB OVER 1.4m(B2 / 600mm WIDE EDGE STRIP)

1.5m OPENING IN KERB

TRANSITION KERB OVER 1.4m(B2 / 600mm WIDE EDGE STRIP)

600mm WIDEEDGE STRIP

FUTURE FOOTPATH

6.00

VERIFY AND CONNECT TOEXISTING AG DRAINAGE VERIFY AND CONNECT TO

EXISTING AG DRAINAGE

ADJUST TELSTRA PIT COVERTO MATCH NEW PATH

CH

26

0.00

CH

28

0.00

CH

30

0.00

CH

34

0.0

0

CH

36

0.0

0

CH

38

5.0

0

CH

25

0.4

4

CH

26

8.93

CH

28

7.18

CH

29

4.85

CH

324.15

CH

329.74

CH

34

7.7

0

CH

37

9.9

3

CH

38

3.6

5

CH

24

6.12

CH

26

4.91

CH

28

3.69

CH

30

7.5

4

CH

33

6.4

8

CH

35

3.5

9

CH

37

0.6

2

116

1

1

7

1

1

7

1

1

8

1

1

8

1

1

9

1

1

9

1

2

0

120

1

2

1

1

2

1

1

2

1

121

121

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

TELSTRA

PITS

TELSTRA

PIT

TELSTRA PITS

E

L

E

C

T

R

I

C

I

T

Y

ELECTRICITY

POLE

TELSTRA

PIT

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

CONCRETE

CROSSING

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE

WITH

LIGHT

ELECTRICITY

PIT

FIRE

PLUG

SIGN

SIGN

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

PICKETSPICKETS

PICKETS

PICKETS

P

I

C

K

E

T

S

PALINGS

GATE

G

A

T

E

BRICK

BRICK

BRICK

HORIZONTAL BOARDS

WELDMESH

WELDMESH

W

E

L

D

M

E

S

H





STONE

RETAINING WALL

F

I

R

E

H

Y

D

R

A

N

T

TELSTRA

PILLAR

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

STAYWIRE

S

T

A

Y

W

I

R

E

FOOTPATH

CONCRETE

FOOTPATH

CONCRETEFOOTPATH

GRASSED

NATURE

GRASSEDNATURE

GRASSED NATURESTRIP

STRIP

(BELLE VUE AVENUE)

(BELLE VUE AVENUE)

X XX

>

>

>

>

3.30

3.40

2.30 HEATHMONT ROAD

BELL

E VU

E AV

ENUE

No.1/49-51 No.5/49-51 No.53 No.55 No.1/57 No.1/59 No.61

No.26 No.26A

No.2

No.1 No.28 No.30

HEATHMONT ROAD 300Ø Ex.225Ø

3.30

3.40

2.30



MODIFIED GRATED SIDE ENTRY PIT - TYPE 3(COUNCIL STANDARD SD-D03)






LIMIT OFOVERLAY

FUTURE FOOTPATH

4 NO. FRANGIBLE TIMBERBOLLARDS AT 2.5m CENTRES


TRANSITION KERB OVER1.4m (B2 / M2 PROFILE) TRANSITION KERB OVER

1.4m (B2 / M2 PROFILE)

12

7.20 4.00

MODIFY EXISTING PIT TO INCLUDEADDITIONAL CHAMBER WITH GRATED INLET


CONNECT TO AG DRAINAGE


CH

40

5.00

CH

425

.0

0

CH

44

0.00

CH

45

5.00

CH

50

0.00

CH

520.00

CH

418.16

CH

42

2.46

CH

45

8.2

5

CH

46

3.4

8

CH

48

4.79

CH

49

6.67

CH

522.90

CH

538.87

CH

39

8.02

CH

43

6.05

CH

512

.27

CH

532.25

CH

540.57

10 11 12

CONTRACTOR MUST PROVE TELSTRACONDUIT LEVEL PRIOR TO

COMMENCING DRAINAGE WORKS

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

DETAIL PLAN

21853

C202

AC

AG

21853-C2.dwg

26 JULY 2017

AS SHOWN

MATC

HLIN

E B

MATC

HLIN

E C

MATC

HLIN

E C

MATC

HLIN

E D

1:200 @ A1


1 10864202

1:400 @ A3






LEGEND


SAWCUT






01COUNCIL COMMENTS

05.08.17

> >




> >



1

1

2

1

1

2

1

1

3

1

1

3

1

1

3

1

1

4

1

1

4

1

1

4

1

1

4

1

1

5

1

1

5

1

1

5

1

1

6

116

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PITELECTRICITY

POLE

TELSTRA PITS

TELSTRA

PIT

ELECTRICITY

POLE

CONCRETE

CROSSING

CONCRETE

CROSSING

ELECTRICITY

POLE WITH LIGHT

ELECTRICITY POLE

WITH LIGHT

ELECTRICITY

POLE WITH

LIGHT

FIRE

PLUG

SIGN

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

P

A

L

I

N

G

S

GATE

GATE

GATE

BRICK

BRICK

BRICK

BRICK

BRICK

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

W

E

L

D

M

E

S

H


FIRE

HYDRANT

GAS & FUEL PIT

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

DR

IV

EW

AY

GR

AV

EL

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

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NC

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DR

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C

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C

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TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

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C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

IV

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

P

A

V

E

D

D

R

I

V

E

W

A

Y

BIT

UM

EN

DR

IV

EW

AY

S

T

A

Y

W

I

R

E

CONCRETE

CONCRETE

FOOTPATH

FOOTPATH

F

O

O

T

P

A

T

H

CONCRETE

FOOTPATH

STRIP

GRASSED

NATURE

GRASSED

NATURE

STRIP

HEDGE

X

>

>

>

>

>

3.30

3.30

2.30

HEATHMONT ROAD

KITS

ON S

TREE

T

No.63 No.65No.67

No.69 No.71 No.73

No.32

No.1/34No.36

No.38 No.40 No.40A No.40B

No.40C

No.1/34

No.67A No.67B

HEATHMONT ROAD

Ex.150Ø Ex.150Ø

Ex.600Ø

Ex.12

00Ø



GRATED SIDE ENTRY PIT - TYPE 3(COUNCIL STANDARD SD-D03)





GRATED SIDE ENTRY PIT - TYPE 3(COUNCIL STANDARD SD-D03)

LIMIT OFOVERLAY

FUTURE FOOTPATH



TRANSITION KERB OVER1.4m (B2 / M2 PROFILE)

TRANSITION KERB OVER1.4m (B2 / M2 PROFILE)

CONVERT TO GRATED PIT(COUNCIL STANDARD SD-D05)

3.60

CH

550.00

CH

570.00

CH

590.00

CH

605.00

CH

640.00

CH

660.00

CH

680.00

CH

546.40

CH

578.54

CH

583.98

CH

602.04

CH

626.22

CH

65

3.4

6

CH

669.00

CH

677.67

CH

692.52

CH

559.27

CH

577.36

CH

591.69

CH

64

9.4

6

23 15 24

13 1416

17

18


525Ø450Ø

REMOVE EXISTING150DIA PIPE

REMOVE EXISTING150DIA PIPE

25

RAISE COVER LEVEL TOMATCH RAISED PAVEMENT.

NEW CLASS D GATIC COVER.



ADJUST COVER LEVEL TOMATCH NEW FOOTPATH.NEW FIBREGLASS COVER.

1

1

6

117

117

1

1

7

1

1

8

1

1

8

1

1

9

1

1

9

1

1

9

ELECTRICITY

POLE

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

LIGHT

POLE

LIGHT

POLE

LIGHT

POLE

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

CONCRETE

CROSSING

ELECTRICITY

POLE WITH LIGHT

ELECTRICITY

PIT

ELECTRICITY

PIT

ELECTRICITY

PIT

ELECTRICITY

PIT

SIGN

SIGN

SIGN

SIGN

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

PICKETS

PICKETS

PALINGS

PA

LIN

GS

GATE

GATE

GATE

GATE

GATE

GATE

GATE

BRICK

BRICK

HORIZONTAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VE

RT

IC

AL

B

OA

RD

S

VERTICAL BOARDS

VERTICAL BOARDS


FIRE

HYDRANT

FIRE

HYDRANT

CO

MM

UN

IC

AT

IO

N

PIT

S

RO

LL

OV

ER

C

ON

CR

ET

E K

ER

B

RO

LL

OV

ER

C

ON

CR

ET

E K

ER

B

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

PA

VE

D

DR

IV

EW

AY

PAVED

AREA

CONCRETE

FOOTPATH

CONCRETE

FOOTPATH

CONCRETEFOOTPATH

CO

NC

RE

TE

FO

OT

PA

TH

STRIP

GRASSED

NATURE

GRASSED

NATURESTRIP

GRASSED

NATURE STRIP

STRIP

PEG

FOUND

(BALFOUR AVENUE)

>>

>>

3.40

3.40

2.30

HEATHMONT ROAD

CARB

ERY

PLAC

E

No.75 No.77 No.79 No.81 No.83No.1/85 No.1/87 No.1/89

No.42No.40D No.40E No.40F No.40G No.40H No.40I

No.42A

No.4

HEATHMONT ROAD


ENSURE CROWN OF ROADSURFACE MATCHES AT THE TOP OF

THE RAISED INTERSECTIONENSURE CROWN OF ROADSURFACE MATCHES AT THE TOP OFTHE RAISED INTERSECTION

FUTURE FOOTPATH

6.90

4.00



RECONSTRUCTSIDE ENTRY PIT

RETAIN EXISTINGVEHICLE CROSSING

NEW KERB AND SURFACE TO MATCHEXISTING LEVELS FOR 5m APPROACH

TO EXISTING RAISED PAVEMENTNEW KERB AND SURFACE TO MATCHEXISTING LEVELS FOR 5m APPROACHTO EXISTING RAISED PAVEMENT

CH

700.00

CH

720.00

CH

750.00

CH

760.00

CH

77

0.0

0

CH

80

0.00

CH

820

.00

CH

713.35

CH

737.62

CH

741.73

CH

757.79

CH

78

8.6

7

CH

80

6.1

0

CH

82

7.0

9

CH

83

2.2

0

CH

712.14

CH

736.87

CH

817.52

19 326

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

DETAIL PLAN

21853

C203

AC

AG

21853-C2.dwg

26 JULY 2017

AS SHOWN

MATC

HLIN

E D

MATC

HLIN

E E

MATC

HLIN

E E

MATC

HLIN

E F

1:200 @ A1


1 10864202

1:400 @ A3






LEGEND


SAWCUT






01COUNCIL COMMENTS

05.08.17

> >




> >



1

1

9

1

1

9

1

1

9

120

1

2

0

1

2

1

1

2

1

1

2

2

1

2

2

1

2

3

TELSTRA

PITS

TELSTRA

PIT

ELECTRICITY

POLE

T

E

L

S

T

R

A

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

TELSTRA

PITS

ELECTRICITY

POLE

TELSTRA

PIT

ELECTRICITY

POLE

TELSTRA

PIT

TELSTRA

PIT

CONCRETE

CROSSING

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

ELECTRICITY

POLE

WITH

LIGHT

ELECTRICITY

POLE WITH LIGHT

SIGN

SIGN

SIGN

WATER

STOP

VALVE

PICKETS

P

I

C

K

E

T

S

PIC

KE

TS

GATE

BRICK

G

A

L

V

A

N

I

S

E

D

I

R

O

N


SLEEPER RETAINING WALLSLEEPER RETAINING WALL


HYDRANT

BRICK

TELSTRA

PILLAR

GRAVEL

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

GR

AV

EL

DR

IV

EW

AY

CONCRETECONCRETE

GRAVEL

CROSSING

GR

AV

EL

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

BIT

UM

EN

DR

IV

EW

AY

O

F

T

O

E

B

A

N

K

S

T

A

Y

W

I

R

E

ST

AY

WIR

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

CONCRETE

FOOTPATHCONCRETE

FOOTPATH

STRIP

GRASSED

GRASSED

NATURE

STRIP

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

G

R

A

S

S

E

D

N

A

T

U

R

E

T

E

L

S

T

R

A

P

I

T

HEDGE

SIGN

(BALFOUR AVENUE)

>>

>>

>>

E

x

.

2

2

5

Ø

E

x

.

2

2

5

Ø

3.40

3.35

2.30

HEATHMONT ROAD

BALFOUR AVENUE

No.1/91No.93 No.95

No.97 No.99 No.101 No.103

No.44

No.46

No.6No.8

4.30 5.40

1.80

No.4




RAISE TELSTRA PIT COVERTO MATCH NEW PATH


LIMIT OFOVERLAY

FUTURE FOOTPATH

VEHICLE CROSSING WITHTURNAROUND AREA


SEMI-MOUNTABLE ISLAND,KERB TYPE SM1

COUNCIL STANDARD SD-C01)

450Ø (CLASS 6)

4

5

4.20

4.50

CONNECT AG DRAINTO NEW PIT

CONNECT AG DRAINTO EXISTING PIT

SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA AND

GRADE TOWARD HEATHMONT RD



CH

850

.0

0

CH

86

0.0

0

CH

90

0.0

0

CH

920.00

CH

940.00

CH

96

0.0

0

CH

970.00

CH

86

1.1

2

CH

88

7.1

4

CH

89

2.58

CH

91

3.3

8

CH

932.80

CH

966.33

CH

839

.5

2

CH

86

3.6

2

CH

94

3.0

9

20

450Ø (CLASS 6)

REMOVE EXISTING PIPEBETWEEN PIT 3 AND PIT 4

1

2

2

1

2

3

1

2

3

1

2

4

1

2

4

1

2

4

124

124

124

124

1

2

5

125

125

1

2

5

126

126

126

126

TELSTRA

TELSTRA

PIT

TE

LS

TR

A

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S

TE

LS

TR

A

PIT

TE

LS

TR

A

PIT

TE

LS

TR

A

PIT

TELSTRA

PIT

TELSTRA PITS

TELSTRA

PIT

EL

EC

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IC

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LE

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PITS

TELSTRA

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POLE

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NC

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TE

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B

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WITH

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ELE

CT

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ITY

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LE

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ITH

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HT

ELECTRICITY POLE WITH LIGHT

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

WATER

STOP

VALVE

PA

LIN

GS

PA

LIN

GS

G

A

T

E

GA

TE

GATE

G

AT

E

G

A

T

E

G

A

T

E

ST

O

NE

RE

TA

ININ

G

W

ALL

ST

O

NE

RE

TA

ININ

G

W

ALL

SLE

EP

ER

RE

TA

ININ

G W

ALL






TELSTRA

PILLAR

CO

NC

RE

TE

CR

O

SS

ING

CONCRETE

CROSSING

CO

NC

RE

TE

CR

O

SS

ING

CO

NC

RE

TE

CR

OS

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G

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CROSSING

CONCRETE

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CONCRETE

CROSSING

CO

NC

RE

TE

CR

O

SS

ING

GRAVEL

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

T

RA

CK

G

R

A

V

E

L

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

TOP

TO

E O

F B

AN

K

TELSTRA PITS

HE

DG

E

CO

NC

RE

TE

FO

O

TP

AT

H

CONCRETE FOOTPATH

CONCRETE

NA

TU

RE

ST

RIP

GRASSEDNATURE

STRIP

GRASSED

NATURESTRIP

ELECTRICITY

POLE WITH LIGHT

GRASSED

GR

AS

SE

D

NA

TU

RE

ST

R

IP

G

RA

SS

ED

NA

TU

RE

G

RA

SS

ED

NA

TU

RE

TE

LS

TR

A

PIT

FIRE

PLUG

SE

W

ER

INS

PE

CT

IO

N

HEATHMONT SCOUT CENTRE

X

>>

>>

>>

X

X

>

>

>

>

>>

>

>>

>

>>

>>

>> 3.3

53.3

52.3

0

EDIT

H ST

REET

EDNA STREET

No.105

No.107

No.109 No.111 No.113A No.115A No.117

No.48-No.48A

No.50 No.52 No.54 No.56

No.58

No.60

No.111A No.113B No.115B

HEATHMONT ROAD

6.00

2.902.90

2.902.90

2.200.80

3.00

2.50

1.401.40


CONSTRUCT NEW TYPE A - HIGH VOLUME ROAD RAISEDPAVEMENT (WITH SCHOOL PEDESTRIAN CROSSING) AND

SIGNAGE, GENERALLY AS PER COUNCIL STANDARD SD-G04AAND SD-G06 WITH 1.4m APPROACH RAMPS AND 6.0m FLAT TOP

REMOVE TREE

NARROW FOOTPATHPAST POLE(APPROX 1m WIDE)

CONNECT TOEXISTING FOOTPATH

REMOVE EXISTING TREE

NEW FOOTPATH(1.5m WIDE) NEW FOOTPATH(1.5m WIDE)

350mm WIDE CLASS C 'HEEL SAFE'TRENCH GRATE (300mm CLEAR OPENING)

350mm WIDE CLASS D 'HEEL SAFE'TRENCH GRATE (300mm CLEAR OPENING)

CONNECT TO EXISTING GRAVELPATH (TO PEDESTRIAN GATEDLEVEL CROSSING)

REMOVE EXISTING TREE

REINSTATE SEWER INSPECTIONOPENING TO MATCH FINISHED

SURFACE LEVEL

LIMIT OFOVERLAY

LIMIT OFOVERLAY

FUTURE FOOTPATH

PEDESTRIANSAFETY FENCE

PEDESTRIANSAFETY FENCE

INSTALL HAZARDMARKER SIGN (D4-1-2A)



4.20

LOCALLY RAISE FOOTPATHLEVEL BY 50mmVERIFY AND CONNECT TO

EXISTING AG DRAINAGEVERIFY AND CONNECT TOEXISTING AG DRAINAGE

VERIFY AND CONNECT TOEXISTING AG DRAINAGE


RAISE TELSTRA PIT COVERTO MATCH NEW PATH

RAISE SEWER PIT COVERTO MATCH NEW PATH

CH

1005.00

CH

1015.00

CH

1045.00

CH

10

60

.0

0

CH

10

75

.0

0

CH

10

90

.0

0

CH

986.22

CH

1000.84

CH

1007.16

CH

1020.71

CH

10

51

.9

3

CH

10

66

.2

3

CH

10

80

.4

6

CH

10

94

.0

0

CH

1025.01

CH

1042.86

CH

10

54

.8

0

CH

10

72.3

7

CH

1035.00

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

DETAIL PLAN

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AC

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21853-C2.dwg

26 JULY 2017

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01COUNCIL COMMENTS

05.08.17

> >




> >



1

2

2

123

123

123

124

124

124

125

1

2

6

126

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PITS

TELSTRA

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TELSTRA

PIT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

PIT

FIRE

PLUG

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

PALINGS

GATEGATE

GATE

BRICKBRICK

HORIZONTAL BOARDS

POST & WIRE

POST & WIRE

P

O

S

T

&

W

I

R

E

WELDMESH

WELDMESH

S

T

O

N

E

R

E

T

A

I

N

I

N

G

W

A

L

L



S

T

O

N

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R

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T

A

I

N

I

N

G

W

A

L

L

SLEEPER

RETAINING

WALL

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

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CONCRETE

CROSSING

G

R

A

V

E

L

T

R

A

C

K

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UM

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C

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W

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D

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I

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A

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CO

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RE

TE

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AY

CO

NC

RE

TE

DR

IV

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AY

O

F

TOP

B

A

N

K

B

A

N

K

O

F

TOPOF

BANK

T

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P

OF

TOE

OF

BANK

BANKBANK

OF

TOE

TOE

BA

N

K

TOP

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TO

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OF

OF

OF

O

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F

PEG

FOUND

CONCRETE

FOOTPATH

CONCRETE

FOOTPATHCONCRETE

FOOTPATH

GRASSEDNATURE

STRIP

ELECTRICITY

POLE WITH LIGHT

GRASSED

NATURE

N

A

T

U

R

E

RESERVE

3.25

3.30

2.35

No.121

No.62 No.64No.66

No.68 No.70 No.72 No.74

No.76

HEATHMONT ROADEXISTING CENTRE LINE

MODIFY EXISTING VEHICLE CROSSINGAND REGRADE INTERNAL DRIVEWAY ASREQUIRED (SCOUT HALL)

CONNECT TO EXISTING STEPS(TO PEDESTRIAN GATED LEVELCROSSING AND RAILWAY STATION)

CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) AS PER

COUNCIL STANDARD SD-G04A AND SD-G06 WITH1.4m APPROACH RAMP AND 6.0m FLAT TOP

MATCH EXISTING KERB

No.117

5.003.00


NOTE:CONTRACTOR TO BE AWARE OF EXISTING TREES ROOTSALONG BACK OF KERB (EDITH STREET TO WAINUI AVENUE).CONTRACTOR MUST ARRANGE INSPECTION WITHCOUNCIL'S ARBORIST PRIOR TO KERB DEMOLITION

CH

11

20

.0

0

CH

11

40

.00

CH

11

60

.00

CH

11

80.0

0

CH

12

00

.0

0

CH

122

0.0

0

CH

12

40

.00

CH

1255.00

CH

11

25

.0

7

CH

11

29

.6

7

CH

11

41

.5

5

CH

1182.59

CH

121

2.6

4

CH

12

37

.57

21


121

1

2

1

1

2

2

1

2

2

1

2

3

124

1

2

4

1

2

5

1

2

5

1

2

6

1

2

7

1

2

7

1

2

8

TELSTRA

PITS

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

TELSTRA

PITS

GAS

METER

TELSTRA

PITS

TELSTRA

PIT

BUS STOP

TELSTRA

PIT

CONCRETE

CROSSING

SINGLE STOREY

WEATHERBOARD

HOUSE

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

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STOP

VALVE

WATER

STOP

VALVE

WATER

STOP

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A

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I

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G

S

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G

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H

WELDMESHWELDMESH


FIRE

HYDRANT

B

E

N

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H

C

O

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T

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P

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A

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C

O

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C

R

E

T

E

C

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O

S

S

I

N

G

C

O

N

C

R

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C

R

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S

I

N

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C

O

N

C

R

E

T

E

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R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

A

R

P

O

R

T

S

T

A

IR

S

OF

TOP

O

F

OF

IN

TOE

B

A

N

K

BANK

O

F

TOE

BANK

TOP

CH

AN

G

E

BANK

HEDGE

GRADE

HEDGE

B

A

N

K

S

T

A

Y

W

I

R

E

FOOTPATH

CONCRETEFOOTPATH

CONCRETE

CONCRETE

FOOTPATH

STRIP

GRASSED NATURE

STRIP GRASSED

NATURE

N

A

T

U

R

E

S

T

R

I

P

S

T

R

I

P

T

E

L

S

T

R

A

P

I

T

S

SIGN

>

>

>

>

>

>

No.1

WAINUI AVENUE

No.121

No.78No.80 No.82

No.84 No.86 No.88

No.121

HEATHMONT ROAD

5.10

1.80

LIMIT OF WORKS

SEMI-MOUNTABLE ISLAND,KERB TYPE SM1(COUNCIL STANDARD SD-C01)


1.2m MINIMUM CLEARANCEBETWEEN EDGE OF FOOTPATHAND FACE OF KERB



CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) AS PER

COUNCIL STANDARD SD-G04A AND SD-G06 WITH1.4m APPROACH RAMPS AND 6.0m FLAT TOP

LIMIT OFOVERLAY


RELOCATE BUS STOP APPROXIMATELY2m TO THE SOUTH TO ALLOW BUS TO

STOP CLEAR OF RAISED PAVEMENT.INSTALL TGSI'S AND RELOCATE SIGNAGE

LIMIT OFOVERLAY

LIMIT OFOVERLAY

MATCH EXISTING PARKING LANEPAVEMENT MARKING

MATCH EXISTING CENTRE LINEPAVEMENT MARKING

CONNECT AG DRAINTO EXISTING PIT



SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA ANDGRADE TOWARD WAINUI AVE

CH

1275.00

22


A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

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HEATHMONT


HEATHMONT ROAD

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01COUNCIL COMMENTS

05.08.17

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> >



LM

CL

128.6

Ex IO

K

CH 20.00

2.5%

1.7%

0.9%

6.9%

7%

6.6%

5%

-8.16

129.28

-0.04

129.24

-6.66

129.15

0.05

129.20

-5.74

129.02

0.04

129.06

-5.55

128.89

0.02

128.91

-5.14

128.93

0.03

128.96

-4.77

128.94

0.03

128.97

-2.98

128.97

0.03

129.00

-1.05

128.95

0.03

128.98

0.00

128.88

0.03

128.91

1.20

128.80

0.03

128.83

3.15

128.66

0.04

128.70

3.56

128.60

0.04

128.65

3.75

128.75

0.05

128.80

9.27

128.55

-0.03

128.52

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM128.0

LM

CL

127.43

Ex IO

K

CH 40.00

2.5%

6.7%

4.4

%

1.5%

1

0

.3

% 2.1%

-8.24

128.01

0.03

128.04

-6.74

127.91

0.08

128.00

-5.74

127.83

0.11

127.93

-5.55

127.73

0.05

127.78

-5.14

127.79

0.04

127.83

-3.53

127.87

0.03

127.90

-0.97

127.84

0.03

127.87

0.00

127.77

0.03

127.80

3.05

127.49

0.03

127.52

3.46

127.44

0.03

127.47

3.65

127.50

0.12

127.62

4.42

127.58

0.00

127.58

5.03

127.60

0.00

127.60

6.36

127.63

0.00

127.63

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM127.0

LM

CL

126.53

Ex IO

K

CH 55.00

5%

2.3%

4.2

%

0.1%8

.9

%

8

.8

% 5% 3

.1%

-8.27

127.09

-6.77

126.98

0.04

127.02

-5.74

126.91

0.08

127.00

-5.55

126.79

0.06

126.85

-5.14

126.85

0.04

126.90

-3.25

126.95

0.03

126.98

-1.00

126.95

0.03

126.98

0.00

126.87

0.03

126.89

3.01

126.60

0.03

126.63

3.42

126.55

0.03

126.58

3.61

126.55

0.18

126.73

4.96

126.66

0.00

126.66

5.06

126.69

0.00

126.69

6.37

126.73

0.00

126.73

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM126.0

LM

CL

125.02

Ex IO

K

CH 80.00

2.7%

5.1

%

1.2%

6%

6.5%

8

.8

% 3.6

%

-8.13

125.56

-6.63

125.45

0.07

125.52

-5.74

125.37

0.07

125.44

-5.55

125.23

0.06

125.29

-5.14

125.31

0.03

125.34

-3.25

125.41

0.03

125.44

-1.03

125.40

0.03

125.43

0.00

125.34

0.03

125.37

2.96

125.09

0.04

125.13

3.37

125.04

0.05

125.08

3.56

125.05

0.18

125.23

4.54

125.17

0.01

125.18

5.03

125.20

0.00

125.20

6.36

125.25

0.00

125.25

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CL

124.13

Ex IO

K

CH 100.00

2.5%

5.3

%

1.6%

6.2

%

7.4%

4.3

%

-8.21

124.62

-0.00

124.62

-6.71

124.53

0.05

124.58

-5.74

124.47

0.08

124.55

-5.55

124.33

0.07

124.40

-5.14

124.40

0.05

124.45

-3.25

124.52

0.03

124.55

-1.00

124.49

0.03

124.52

0.00

124.42

0.03

124.45

2.92

124.19

0.03

124.23

3.33

124.16

0.02

124.18

3.52

124.15

0.17

124.32

4.24

124.29

-0.00

124.29

5.03

124.32

0.00

124.32

6.35

124.38

0.00

124.38

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CL

123.66

Ex IO

K

CH 120.00

2.5%

3.1

%

0.7%

8

.5

%

8

.3

%

4.7

%

-8.20

124.20

-6.70

124.11

0.05

124.16

-5.74

124.03

0.05

124.08

-5.55

123.90

0.03

123.93

-5.14

123.95

0.03

123.98

-3.25

124.01

0.03

124.04

-0.98

124.03

0.03

124.06

0.00

123.97

0.03

124.00

2.92

123.72

0.04

123.76

3.33

123.69

0.02

123.71

3.52

123.67

0.19

123.86

4.39

123.81

0.00

123.81

5.03

123.84

0.00

123.84

6.37

123.90

0.00

123.90

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CL

123.35

Ex IO

K

CH 140.00

2.5%

4.4

%

1.2%

6.2

%

8%

7.7%

5%

1.9%

-8.19

123.87

-6.69

123.79

0.04

123.83

-5.74

123.71

0.08

123.78

-5.55

123.58

0.05

123.63

-5.14

123.64

0.05

123.68

-3.25

123.73

0.03

123.76

-1.00

123.71

0.03

123.74

0.00

123.65

0.03

123.68

2.90

123.42

0.03

123.45

3.31

123.38

0.02

123.40

3.50

123.35

0.20

123.55

4.62

123.49

0.00

123.49

5.03

123.51

0.00

123.51

6.37

123.53

0.00

123.53

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CL

122.71

Ex IO

K

CH 165.00

2.5%

3.9

%

0.8%

8

.8

%

5%

4.1

%

-7.99

123.33

0.00

123.33

-6.49

123.19

0.10

123.29

-5.74

123.10

0.07

123.17

-5.55

122.98

0.04

123.02

-5.14

123.04

0.03

123.07

-3.25

123.11

0.03

123.14

-0.99

123.10

0.03

123.13

0.00

123.05

0.02

123.07

2.90

122.80

0.03

122.84

3.31

122.75

0.04

122.79

3.50

122.72

0.22

122.94

5.06

122.86

0.00

122.86

5.06

122.86

0.00

122.86

6.35

122.91

0.00

122.91

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

121.82

Ex IO

K

CH 190.00

2.4%

1.1%

6.2%

1.7%

5.5

%

5.7

%

9

.4

%5%

2.4%

-8.26

122.31

-6.76

122.28

0.00

122.28

-5.74

122.23

0.04

122.27

-5.55

122.10

0.01

122.12

-5.14

122.14

0.03

122.17

-3.25

122.25

0.03

122.28

-1.00

122.22

0.03

122.25

0.00

122.16

0.03

122.19

2.90

121.93

0.03

121.96

3.31

121.87

0.05

121.91

3.50

121.82

0.24

122.06

4.70

122.00

0.00

122.00

5.09

122.04

0.00

122.04

6.40

122.07

0.00

122.07

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CL

121.59

Ex IO

K

CH 200.00

2.5%

1%

5.3

%

1.4%

6.8%

1

0

.6

%

5%

4.3

%

-8.30

122.07

0.00

122.07

-6.80

122.02

0.01

122.04

-5.74

121.90

0.15

122.05

-5.55

121.88

0.01

121.90

-5.14

121.91

0.04

121.95

-3.25

122.02

0.03

122.05

-0.97

121.99

0.03

122.02

0.00

121.93

0.03

121.96

2.90

121.67

0.04

121.71

3.31

121.63

0.04

121.66

3.50

121.60

0.21

121.81

4.59

121.76

-0.00

121.76

5.07

121.79

0.00

121.79

6.42

121.85

0.00

121.85

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CL

121.62

Ex IO

K

CH 220.00

2.5%0.3%

4.4

%

1.7%

5.8

%

9

.8

% 5%

2.6%

-8.26

122.14

0.00

122.14

-6.76

122.08

0.03

122.11

-5.74

122.04

0.07

122.11

-5.55

121.93

0.02

121.96

-5.14

121.98

0.03

122.01

-3.25

122.06

0.03

122.09

-1.04

122.04

0.03

122.07

0.00

121.98

0.03

122.01

2.84

121.70

0.06

121.77

3.25

121.65

0.06

121.72

3.44

121.63

0.24

121.87

4.86

121.78

0.01

121.80

5.08

121.79

0.00

121.79

6.42

121.83

0.00

121.83

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CL

122.32

Ex IO

K

CH 240.00

5.1

%

2.5%

3.3

%

6.4%

7.9%

7%

5% 3

.5%

-8.20

122.93

-6.70

122.85

0.00

122.85

-5.74

122.76

0.05

122.81

-5.55

122.64

0.02

122.66

-5.14

122.67

0.04

122.71

-3.25

122.73

0.03

122.76

-1.01

122.67

0.03

122.70

0.00

122.61

0.03

122.64

2.85

122.39

0.04

122.43

3.26

122.35

0.03

122.38

3.45

122.33

0.20

122.53

4.54

122.48

-0.00

122.48

5.07

122.49

0.00

122.49

6.42

122.54

0.00

122.54

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

CROSS SECTIONS

21853

C301

AC

AG

21853-C3.dwg

26 JULY 2017

AS SHOWN

LM = LINE MARKING (EDGE OF PARKING LANE)

LEGEND

CL = ROAD CENTRE LINE (FOR SET-OUT PURPOSES)

01COUNCIL COMMENTS

05.09.17

HOR 1:100


5432101 HOR 1:2000.5 0 1 2

@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5

LM

CL

122.65

Ex IO

K

CH 260.00

2.7%

2.9%

0.3%

1

0

.6

%5%

1.3%

-8.21

123.20

-6.71

123.16

0.00

123.16

-5.74

123.05

0.08

123.13

-5.55

122.93

0.05

122.98

-5.14

122.98

0.05

123.03

-3.25

123.05

0.03

123.08

-0.96

123.05

0.03

123.08

0.00

123.00

0.03

123.03

3.00

122.73

0.03

122.76

3.41

122.68

0.03

122.71

3.60

122.69

0.17

122.86

4.77

122.80

0.00

122.80

5.09

122.80

0.00

122.80

6.42

122.82

0.00

122.82

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

122.44

Ex IO

K

CH 280.00

2.5%

5.6

%

2.3%

8

.1

%

8

.9

% 5%

3.5

%

-8.11

123.05

0.00

123.05

-6.61

122.97

0.04

123.01

-5.74

122.88

0.05

122.93

-5.55

122.75

0.03

122.78

-5.14

122.80

0.03

122.83

-3.25

122.89

0.03

122.92

-0.95

122.84

0.03

122.87

0.00

122.79

0.03

122.82

3.12

122.52

0.03

122.55

3.53

122.44

0.06

122.50

3.72

122.56

0.09

122.65

4.77

122.60

-0.00

122.60

5.05

122.61

0.00

122.61

6.38

122.65

0.00

122.65

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

121.98

Ex IO

K

CH 300.00

4.4

%

0.2%0.7%

8

.2

%

8

%5% 5

.5%

-8.14

122.60

0.00

122.60

-6.64

122.50

0.04

122.54

-5.74

122.42

0.09

122.51

-5.55

122.32

0.04

122.36

-5.14

122.36

0.05

122.41

-3.25

122.37

0.03

122.40

-0.99

122.39

0.03

122.42

0.00

122.31

0.03

122.34

2.83

122.08

0.04

122.11

3.24

122.03

0.04

122.06

3.43

122.00

0.22

122.21

4.67

122.15

0.00

122.15

5.02

122.17

0.00

122.17

6.38

122.24

0.00

122.24

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CL

121.04

Ex IO

K

CH 340.00

5%

3.6

%

0%7.7%

9

.7

%5.4

%

4.3

%

-8.32

121.69

-6.82

121.59

0.03

121.62

-5.89

121.45

0.08

121.54

-5.70

121.34

0.05

121.39

-5.29

121.40

0.03

121.44

-3.40

121.47

0.03

121.50

-1.15

121.47

0.03

121.50

0.00

121.38

0.03

121.41

2.59

121.15

0.02

121.17

3.00

121.09

0.03

121.12

3.19

121.06

0.21

121.27

4.86

121.18

0.00

121.18

4.93

121.19

0.00

121.19

6.20

121.24

0.00

121.24

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

120.74

Ex IO

K

CH 360.00

4.3

%

0.9%

1%9

.1

%

8

.3

%

5% 1.3%

-8.32

121.40

-0.04

121.37

-6.82

121.28

0.02

121.30

-5.89

121.20

0.07

121.27

-5.70

121.07

0.05

121.12

-5.29

121.13

0.04

121.17

-3.40

121.15

0.03

121.18

-1.21

121.18

0.03

121.21

0.00

121.07

0.03

121.10

2.62

120.83

0.04

120.87

3.03

120.78

0.04

120.82

3.22

120.75

0.22

120.97

4.27

120.93

-0.01

120.92

4.88

120.94

0.00

120.94

6.21

120.96

0.00

120.96

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

120.65

Ex IO

K

CH 385.00

2.5%

5%

1.3%

8

.7

%

7.3%

5%

4%

-8.37

121.14

0.00

121.14

-6.87

121.08

0.02

121.10

-5.89

121.02

0.08

121.10

-5.70

120.91

0.04

120.95

-5.29

120.96

0.04

121.00

-3.40

121.06

0.03

121.09

-1.20

121.05

0.03

121.08

0.00

120.94

0.03

120.98

2.72

120.73

0.04

120.77

3.13

120.68

0.04

120.72

3.32

120.65

0.22

120.87

4.56

120.81

0.00

120.81

4.85

120.81

0.00

120.81

6.19

120.87

0.00

120.87

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

120.61

Ex IO

K

CH 405.00

2.5%

2.7

%

0.6% 4.2

%

8

.1

%5%

3.3

%

-8.26

121.17

0.00

121.17

-6.76

120.96

0.18

121.14

-5.89

120.91

0.11

121.02

-5.70

120.79

0.08

120.87

-5.29

120.85

0.07

120.92

-3.40

120.94

0.03

120.97

-1.12

120.95

0.03

120.98

0.00

120.89

0.05

120.94

2.89

120.67

0.03

120.71

3.30

120.62

0.04

120.66

3.49

120.70

0.11

120.81

4.73

120.75

-0.00

120.75

4.92

120.75

0.00

120.75

6.25

120.79

0.00

120.79

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

120.52

Ex IO

K

CH 425.00

5.5

%

1

0

.8

%

5.1

%

0.7% 4%

9

.5

%

8

.2

%

-8.37

121.03

0.04

121.07

-6.87

120.88

0.11

120.99

-5.89

120.77

0.11

120.88

-5.70

120.65

0.09

120.73

-5.29

120.70

0.08

120.78

-3.40

120.85

0.03

120.88

-1.13

120.87

0.03

120.90

0.00

120.82

0.03

120.85

2.94

120.58

0.03

120.62

3.35

120.52

0.04

120.57

3.54

120.54

0.18

120.72

4.90

120.61

0.00

120.61

5.29

120.63

0.00

120.63

6.24

120.67

0.00

120.67

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

120.41

Ex IO

K

CH 440.00

2.5%

3.7

%

3.6

%

3.6

%

5.1

%

9

.3

%5.7

%

3.3

%

-8.32

120.81

0.00

120.81

-6.82

120.76

0.01

120.77

-5.89

120.67

0.04

120.71

-5.70

120.54

0.02

120.56

-5.29

120.58

0.03

120.61

-3.40

120.66

0.03

120.69

-1.09

120.74

0.03

120.77

0.00

120.70

0.03

120.73

2.93

120.47

0.03

120.50

3.34

120.41

0.03

120.45

3.53

120.51

0.09

120.60

4.86

120.52

0.00

120.52

4.99

120.52

0.00

120.52

6.21

120.57

0.00

120.57

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

120.19

Ex IO

K

CH 455.00

2.5%

2.8%

6.7%

0.1%4.4

%

9

.3

%1

0

.6

%

-8.45

120.59

0.00

120.59

-6.95

120.52

0.03

120.55

-5.89

120.47

0.04

120.52

-5.70

120.36

0.01

120.37

-5.29

120.40

0.02

120.42

-3.40

120.52

0.03

120.55

-1.12

120.52

0.03

120.55

0.00

120.47

0.03

120.50

2.73

120.27

0.01

120.29

3.14

120.22

0.01

120.24

3.33

120.19

0.20

120.39

4.87

120.22

0.00

120.22

5.82

120.26

0.00

120.26

6.22

120.29

0.00

120.29

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

118.6

Ex IO

K

CH 500.00

4.4

%

1

2

.1

%

6.7%

1.7% 4%

8

.8

%2.8

%

-8.51

119.06

0.00

119.06

-7.01

118.85

0.15

118.99

-5.89

118.76

0.09

118.86

-5.70

118.61

0.09

118.71

-5.29

118.70

0.05

118.76

-3.40

118.85

0.03

118.88

-1.16

118.91

0.03

118.94

0.00

118.86

0.03

118.89

2.94

118.62

0.03

118.65

3.35

118.60

0.01

118.60

3.54

118.72

0.04

118.75

4.08

118.73

-0.00

118.73

4.88

118.74

0.00

118.74

6.23

118.78

0.00

118.78

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

LM

CL

117.43

Ex IO

K

CH 520.00

3.1

%

6.1%

1.3% 6.4%

6.8%

5.1

%4.8

%

-8.23

117.77

0.01

117.78

-6.73

117.68

0.05

117.73

-5.89

117.63

0.10

117.73

-5.70

117.52

0.06

117.58

-5.29

117.60

0.03

117.63

-3.40

117.71

0.03

117.74

-1.18

117.75

0.03

117.78

0.00

117.68

0.03

117.71

2.92

117.48

0.03

117.51

3.33

117.43

0.03

117.46

3.52

117.55

0.06

117.61

4.62

117.55

0.00

117.55

4.86

117.57

0.00

117.57

6.20

117.63

0.00

117.63

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM117.0

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

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21853

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AG

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26 JULY 2017

AS SHOWN


LEGEND


01COUNCIL COMMENTS

05.09.17

HOR 1:100


5432101 HOR 1:2000.5 0 1 2

@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5

LM

CL

115.48

Ex IO

K

CH 550.00

4.9

%

5.5

%

2.6%

6.2%

7.2%

2.2%

-8.30

115.86

-6.80

115.76

0.02

115.78

-5.89

115.71

0.06

115.77

-5.70

115.59

0.03

115.62

-5.29

115.64

0.03

115.67

-3.40

115.74

0.03

115.77

-1.14

115.80

0.03

115.83

-1.14

115.80

0.03

115.83

0.00

115.73

0.03

115.76

2.90

115.54

0.03

115.56

3.31

115.48

0.03

115.51

3.50

115.59

0.07

115.66

4.48

115.62

-0.00

115.61

4.84

115.60

0.00

115.60

6.17

115.63

0.00

115.63

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM115.0

LM

CL

114.13

Ex IO

K

CH 570.00

3.1

%

0.4%

4.2

%

4.1

%

3.8

%

7

.7

%5%

0.6%

-8.39

114.49

-6.89

114.42

0.03

114.44

-5.89

114.36

0.08

114.44

-5.70

114.25

0.04

114.29

-5.29

114.31

0.03

114.34

-3.40

114.39

0.03

114.42

-1.18

114.48

0.03

114.51

0.00

114.44

0.03

114.47

2.86

114.20

0.03

114.23

3.27

114.13

0.04

114.18

3.46

114.26

0.07

114.33

4.64

114.27

0.00

114.27

4.79

114.27

0.00

114.27

6.16

114.28

0.00

114.28

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM113.0

LM

CL

112.87

Ex IO

K

CH 590.00

2.5%

0.9%

2.3%

2.6%

3.8

%

9

.2

%4.2

%

-8.43

113.26

-6.93

113.22

0.00

113.22

-5.89

113.17

0.05

113.21

-5.70

113.04

0.02

113.06

-5.29

113.08

0.03

113.11

-3.40

113.13

0.03

113.16

-1.23

113.19

0.03

113.22

0.00

113.14

0.03

113.17

2.85

112.92

0.03

112.95

3.26

112.87

0.03

112.90

3.45

112.96

0.09

113.05

4.04

113.02

0.00

113.02

4.80

113.04

0.00

113.04

6.11

113.09

0.00

113.09

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

LM

CL

112.2

Ex IO

K

CH 605.00

2.5%

6.6%

2.2%

5.2

%

6.5%

8

.7

%

-8.30

112.54

0.02

112.56

-6.80

112.47

0.05

112.52

-5.89

112.43

0.06

112.49

-5.70

112.31

0.03

112.34

-5.29

112.36

0.03

112.39

-3.40

112.48

0.03

112.51

-1.19

112.53

0.03

112.56

0.00

112.45

0.05

112.50

2.83

112.27

0.03

112.30

3.24

112.20

0.05

112.25

3.43

112.34

0.06

112.40

4.16

112.36

0.00

112.37

4.77

112.39

0.00

112.39

6.10

112.51

0.00

112.51

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

LM

CL

112.24

Ex IO

K

CH 640.00

2.5%

7.6%

4.3

%

4.9

%

6.8%

2.9

%

-8.21

112.59

0.04

112.63

-6.71

112.50

0.10

112.60

-5.79

112.44

0.01

112.45

-5.60

112.32

-0.02

112.30

-5.19

112.31

0.04

112.35

-3.30

112.46

0.03

112.49

-1.19

112.55

0.03

112.58

0.00

112.49

0.03

112.52

2.87

112.30

0.03

112.33

2.87

112.30

0.03

112.33

3.28

112.24

0.04

112.28

3.47

112.38

0.06

112.43

4.13

112.40

0.01

112.40

4.84

112.42

0.00

112.42

6.19

112.46

0.00

112.46

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

LM

CL

113.11

Ex IO

K

CH 660.00

3%

4.2

%

4.7

%

6.7%

6.5%

3.5

%

-8.34

113.38

-0.00

113.38

-6.84

113.34

-0.00

113.33

-5.89

113.30

0.09

113.39

-5.70

113.19

0.05

113.24

-5.29

113.26

0.03

113.29

-3.40

113.34

0.03

113.37

-1.29

113.44

0.03

113.47

0.00

113.35

0.03

113.38

2.84

113.16

0.03

113.19

2.84

113.16

0.03

113.19

3.25

113.11

0.04

113.14

3.44

113.23

0.07

113.29

4.23

113.26

-0.00

113.26

4.79

113.29

0.00

113.29

6.08

113.34

0.00

113.34

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

LM

CL

114.31

Ex IO

K

CH 680.00

2.3%

2.8

%

6.4%

2%4.5

%

5.9

%

-8.41

114.65

-6.91

114.56

0.05

114.62

-5.89

114.50

0.08

114.59

-5.70

114.41

0.03

114.44

-5.29

114.46

0.03

114.49

-3.40

114.58

0.03

114.61

-1.28

114.63

0.03

114.66

0.00

114.57

0.03

114.60

2.92

114.40

0.03

114.43

2.92

114.40

0.03

114.43

3.33

114.31

0.08

114.38

3.52

114.43

0.10

114.53

4.49

114.49

0.00

114.49

4.87

114.51

0.00

114.51

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM114.0

LM

CL

115.27

Ex IO

K

CH 700.00

2.5%4.2

%

4%

4.3

%

6.5%

6.6%

5%

1.2%

-8.46

115.57

-0.01

115.57

-6.96

115.51

0.02

115.53

-5.89

115.50

0.08

115.57

-5.70

115.38

0.04

115.42

-5.29

115.44

0.04

115.47

-3.40

115.52

0.03

115.55

-1.25

115.61

0.03

115.64

0.00

115.53

0.03

115.56

2.92

115.34

0.03

115.37

2.92

115.34

0.03

115.37

3.33

115.27

0.04

115.32

3.52

115.40

0.07

115.47

4.59

115.41

-0.00

115.41

4.88

115.42

0.00

115.42

6.25

115.44

0.00

115.44

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM115.0

LM

CL

115.99

Ex IO

K

CH 720.00

2.5%

1.5%

7.1%

0.6%

7.5%

7

.7

% 2.2%

-8.50

116.41

0.00

116.41

-7.00

116.31

0.06

116.37

-5.89

116.19

0.16

116.35

-5.70

116.16

0.04

116.20

-5.29

116.22

0.03

116.25

-3.40

116.36

0.03

116.39

-1.28

116.37

0.03

116.40

0.00

116.27

0.03

116.30

2.94

116.05

0.03

116.08

2.94

116.05

0.03

116.08

3.35

115.99

0.04

116.03

3.54

116.08

0.09

116.18

4.31

116.15

-0.01

116.14

4.95

116.16

0.00

116.16

6.26

116.13

0.00

116.13

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM115.0

LM

CL

116.7

Ex IO

K

CH 750.00

2.5%

1.5%

3.4

%

3.4

%

7.8%

8

.1

%

8

.1

%3.2

%

-8.45

117.13

-6.95

117.09

0.00

117.09

-5.89

117.00

0.07

117.07

-5.70

116.89

0.03

116.92

-5.29

116.94

0.03

116.97

-3.40

117.01

0.03

117.04

-1.21

117.08

0.03

117.11

0.00

116.99

0.03

117.02

2.97

116.75

0.03

116.78

2.97

116.75

0.03

116.78

3.38

116.70

0.03

116.73

3.57

116.82

0.05

116.88

4.36

116.84

-0.00

116.84

4.93

116.85

0.00

116.85

6.28

116.89

0.00

116.89

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

LM

CL

116.89

Ex IO

K

CH 760.00

2.5%

1.8%

6.9%

0.7%

4.4

%

1

0

.5

%5%

4.4

%

-8.41

117.32

-0.01

117.30

-6.91

117.26

0.01

117.27

-5.89

117.22

0.06

117.28

-5.70

117.10

0.03

117.13

-5.29

117.15

0.03

117.18

-3.40

117.28

0.03

117.31

-1.17

117.27

0.03

117.30

0.00

117.22

0.03

117.25

2.98

116.95

0.03

116.98

2.98

116.95

0.03

116.98

3.39

116.89

0.04

116.93

3.58

117.01

0.07

117.08

4.61

117.03

0.00

117.03

4.93

117.03

0.00

117.03

6.30

117.09

0.00

117.09

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

LM

CL

117.08

Ex IO

K

CH 770.00

2.5%

3.5

%

4.1

%

1.2% 5.4

%

9

.4

%

5%

5.1

%

-8.46

117.56

0.01

117.57

-6.96

117.49

0.04

117.53

-5.89

117.40

0.09

117.49

-5.70

117.30

0.05

117.34

-5.29

117.36

0.04

117.39

-3.40

117.44

0.03

117.47

-1.18

117.47

0.03

117.50

0.00

117.41

0.03

117.44

2.99

117.15

0.03

117.18

2.99

117.15

0.03

117.18

3.40

117.08

0.04

117.13

3.59

117.20

0.08

117.28

4.62

117.23

-0.00

117.22

4.92

117.23

0.00

117.23

6.28

117.30

0.00

117.30

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

CROSS SECTIONS

21853

C303

AC

AG

21853-C3.dwg

26 JULY 2017

AS SHOWN


LEGEND


01COUNCIL COMMENTS

05.09.17

HOR 1:100


5432101 HOR 1:2000.5 0 1 2

@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5

LM

CL

117.76

Ex IO

K

CH 800.00

4.1

%

7.7%

2.4%

2.4%

5.6

%

9

.8

% 4.4

%

-8.61

118.36

-0.04

118.32

-7.11

118.21

0.05

118.25

-5.84

118.10

0.06

118.16

-5.65

117.97

0.04

118.01

-5.24

118.03

0.03

118.06

-3.35

118.07

0.03

118.10

-1.22

118.12

0.03

118.15

0.00

118.05

0.03

118.08

3.03

117.79

0.03

117.82

3.44

117.76

0.00

117.77

3.63

117.82

0.09

117.92

4.30

117.89

-0.00

117.88

4.94

117.91

0.00

117.91

6.29

117.97

0.00

117.97

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM117.0

LM

CL

118.2

Ex IO

K

CH 820.00

2.7%

4.8

%

0.2%4.5

%

1

0

.6

% 5.2

%

1.3%

-8.31

118.65

0.00

118.65

-6.81

118.58

0.03

118.61

-5.84

118.54

0.07

118.61

-5.65

118.42

0.04

118.46

-5.24

118.48

0.03

118.51

-3.35

118.57

0.03

118.60

-1.18

118.58

0.03

118.61

0.00

118.53

0.03

118.56

3.04

118.26

0.03

118.29

3.45

118.20

0.04

118.24

3.64

118.33

0.06

118.39

5.05

118.32

0.00

118.32

5.13

118.32

-0.00

118.32

6.40

118.33

0.00

118.33

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

LM

CL

CH 850.00

2.6%

3.9

%

1.6% 8

.8

%

7.5%

1

0

.7

%

-8.24

119.47

-0.02

119.45

-6.74

119.40

0.01

119.41

-5.84

119.35

0.10

119.45

-5.65

119.23

0.07

119.30

-5.24

119.32

0.03

119.35

-3.35

119.39

0.03

119.42

-1.11

119.43

0.03

119.46

0.00

119.33

0.03

119.36

3.05

119.10

0.03

119.13

3.46

119.07

0.01

119.08

3.65

119.06

0.18

119.23

5.32

119.05

0.00

119.05

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

LM

CL

CH 860.00

2.6%

5.2

%

1.7% 5.5

%

6.3

%

8

.7

%

-8.25

119.74

-0.00

119.74

-6.75

119.69

0.01

119.71

-5.84

119.62

0.13

119.75

-5.65

119.55

0.05

119.60

-5.24

119.61

0.03

119.65

-3.35

119.72

0.03

119.75

-1.16

119.76

0.03

119.79

0.00

119.69

0.03

119.72

3.03

119.50

0.03

119.53

3.44

119.47

0.01

119.48

3.63

119.46

0.18

119.63

9.56

119.01

0.11

119.12

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

LM

CL

120.82

Ex IO

K

CH 900.00

5.6

%

4.3

%

2.8

%5.1

%

7.5%

7.5%

6.8%

-8.15

121.34

-0.04

121.30

-6.65

121.20

0.01

121.22

-5.84

121.12

0.05

121.17

-5.65

120.99

0.03

121.02

-5.24

121.04

0.03

121.07

-3.35

121.12

0.03

121.15

-1.15

121.19

0.03

121.22

0.00

121.13

0.03

121.16

3.03

120.88

0.04

120.93

3.44

120.83

0.05

120.88

3.63

120.92

0.11

121.03

4.98

120.93

0.00

120.93

5.25

120.95

-0.00

120.95

6.52

121.03

0.00

121.03

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CL

121.51

Ex IO

K

CH 920.00

2.5%

4.2

%

0.8%4.8

%

8

%

6.4%

-8.24

121.97

-6.74

121.88

0.06

121.93

-5.84

121.84

0.07

121.91

-5.65

121.72

0.04

121.76

-5.24

121.78

0.03

121.81

-3.35

121.86

0.03

121.89

-1.12

121.85

0.03

121.88

0.00

121.80

0.03

121.83

2.98

121.56

0.03

121.59

3.39

121.52

0.02

121.54

3.58

121.60

0.09

121.69

4.32

121.66

-0.00

121.66

5.13

121.69

0.00

121.69

6.47

121.77

0.00

121.77

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CL

122.17

Ex IO

K

CH 940.00

2.5%

3.1

%

2.1%7.1%

7.4%

2.4%

-8.07

122.57

0.03

122.60

-6.57

122.51

0.05

122.56

-5.84

122.47

0.07

122.54

-5.65

122.36

0.03

122.39

-5.24

122.40

0.03

122.44

-3.35

122.46

0.03

122.49

-1.12

122.51

0.03

122.54

0.00

122.43

0.03

122.46

2.93

122.22

0.02

122.24

3.34

122.18

0.01

122.19

3.53

122.25

0.10

122.34

4.22

122.31

-0.00

122.31

5.11

122.32

0.00

122.32

6.50

122.36

0.00

122.36

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

122.59

Ex IO

K

CH 960.00

2.6%

5.6

%

0.6%4.8

%

7

.9

% 2.4% 4.8

%

-7.92

123.08

-6.42

122.98

0.06

123.04

-5.84

122.91

0.06

122.97

-5.65

122.78

0.04

122.82

-5.24

122.84

0.03

122.87

-3.35

122.95

0.03

122.98

-1.11

122.94

0.03

122.97

0.00

122.88

0.03

122.91

2.89

122.64

0.03

122.67

3.30

122.59

0.03

122.62

3.49

122.65

0.12

122.77

4.10

122.76

-0.02

122.74

5.11

122.72

0.00

122.72

6.46

122.78

0.00

122.78

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

122.7

Ex IO

K

CH 970.00

2.6%

5.8

%

0.5%6%

1

0

.3

%

8

.5

%

4.7

%

-8.18

123.29

-6.68

123.17

0.08

123.25

-5.84

123.08

0.04

123.12

-5.65

122.94

0.03

122.97

-5.24

122.99

0.03

123.02

-3.35

123.10

0.03

123.13

-0.99

123.11

0.03

123.14

0.00

123.05

0.03

123.08

3.02

122.77

0.03

122.80

3.43

122.72

0.04

122.75

3.62

122.74

0.17

122.90

4.54

122.85

0.01

122.86

5.24

122.85

0.00

122.85

6.61

122.91

0.00

122.91

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

123.19

Ex IO

K

CH 1005.00

2.5%

5.3

%

3.4

%0.9%

5.8

%

1

1

.4

%5%

3.3

%

-8.55

123.83

-7.05

123.74

0.05

123.79

-5.84

123.67

0.06

123.73

-5.65

123.55

0.02

123.58

-5.24

123.60

0.03

123.63

-3.35

123.64

0.03

123.67

-1.39

123.62

0.03

123.65

0.00

123.54

0.03

123.57

2.99

123.25

0.03

123.28

3.40

123.19

0.04

123.23

3.59

123.31

0.07

123.38

4.71

123.32

0.00

123.32

4.91

123.33

0.00

123.33

6.27

123.38

0.00

123.38

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CL

123.41

Ex IO

K

CH 1015.00

2.5%

1.4%

4.9

%

0.5%

6.1

%

1

2

%

1.6%

-8.57

123.97

0.00

123.97

-7.07

123.92

0.01

123.93

-5.84

123.83

0.08

123.91

-5.65

123.72

0.04

123.76

-5.24

123.78

0.03

123.81

-3.35

123.85

0.03

123.88

-1.24

123.84

0.03

123.87

0.00

123.76

0.03

123.79

2.96

123.46

0.03

123.49

3.37

123.41

0.03

123.44

3.56

123.53

0.06

123.59

4.27

123.57

-0.02

123.55

4.88

123.58

0.00

123.58

6.26

123.60

0.00

123.60

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CL

124.12

Ex IO

K

CH 1045.00

3.7

%

3.9

%

0.6%5.6

%

1

0

.8

%5.3

%

3.3

%

-8.22

124.76

-0.03

124.74

-6.72

124.64

0.04

124.68

-5.84

124.58

0.02

124.60

-5.65

124.43

0.02

124.45

-5.24

124.47

0.03

124.50

-3.35

124.54

0.03

124.57

-1.22

124.53

0.03

124.56

0.00

124.47

0.03

124.50

2.92

124.19

0.03

124.22

3.33

124.12

0.05

124.17

3.52

124.15

0.17

124.32

4.80

124.26

0.00

124.26

4.85

124.26

-0.00

124.26

6.14

124.30

0.00

124.30

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

CROSS SECTIONS

21853

C304

AC

AG

21853-C3.dwg

26 JULY 2017

AS SHOWN


LEGEND


01COUNCIL COMMENTS

05.09.17

HOR 1:100


5432101 HOR 1:2000.5 0 1 2

@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5

LM

CL

124.4

Ex IO

K

CH 1060.00

3.5

%

0.1%1% 6

.5%

9

.3

%

3.1

%

-8.06

124.96

-0.00

124.95

-6.56

124.89

0.01

124.90

-5.84

124.86

0.05

124.91

-5.65

124.73

0.03

124.76

-5.24

124.76

0.05

124.81

-3.35

124.78

0.03

124.81

-1.24

124.80

0.03

124.83

0.00

124.72

0.03

124.75

2.96

124.46

0.03

124.49

3.37

124.40

0.04

124.44

3.56

124.53

0.06

124.59

4.40

124.55

-0.01

124.55

4.88

124.55

0.00

124.55

6.24

124.60

0.00

124.60

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CL

124.59

Ex IO

K

CH 1075.00

4.1

%

0.4% 0.5%5.9

%

1

2

.2

%

2.2%

-7.93

125.15

-0.01

125.14

-6.43

125.10

-0.02

125.08

-5.84

125.08

0.03

125.11

-5.65

124.94

0.02

124.96

-5.24

124.98

0.03

125.01

-3.35

124.99

0.03

125.02

-1.20

125.00

0.03

125.03

0.00

124.93

0.03

124.96

2.94

124.62

0.02

124.65

3.35

124.59

0.01

124.60

3.54

124.72

0.03

124.75

4.23

124.71

0.00

124.71

4.81

124.71

0.00

124.71

6.32

124.74

0.00

124.74

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CL

CH 1090.00

2%

0.4% 0.3%

8

.5

%

8

.9

%

0.4%

-7.85

125.19

-0.00

125.19

-6.35

125.16

0.00

125.16

-5.84

125.10

0.05

125.14

-5.65

124.96

0.03

124.99

-5.24

125.00

0.05

125.04

-3.35

125.02

0.03

125.05

-1.18

125.02

0.03

125.05

0.00

124.92

0.03

124.95

2.92

124.66

0.03

124.69

3.33

124.62

0.02

124.64

3.52

124.75

0.05

124.79

3.89

124.77

-0.00

124.77

4.80

124.84

0.00

124.84

6.13

124.84

0.00

124.84

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CL

124.41

Ex IO

K

CH 1120.00

3%

4.3

%

0.1%

6.4%

6.7%

1

1

.8

%

2.3%

-7.58

124.99

0.00

124.99

-6.30

124.76

0.19

124.95

-5.84

124.70

0.21

124.91

-5.65

124.73

0.03

124.76

-5.24

124.75

0.06

124.81

-3.35

124.86

0.03

124.89

-1.59

124.86

0.03

124.89

-1.21

124.83

0.03

124.86

0.00

124.75

0.03

124.78

2.80

124.49

0.02

124.51

3.21

124.43

0.03

124.46

3.40

124.43

0.17

124.61

4.13

124.57

-0.00

124.57

4.93

124.57

0.00

124.57

6.26

124.60

0.00

124.60

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CL

124.16

Ex IO

K

CH 1140.00

2.7%

0.1%

5.2

%

1

0

.2

% 5%

1.8%

-5.26

124.57

0.00

124.57

-3.33

124.59

0.03

124.62

-1.51

124.59

0.03

124.62

-0.15

124.52

0.03

124.55

0.00

124.51

0.03

124.54

2.78

124.24

0.03

124.27

3.19

124.18

0.04

124.22

3.38

124.17

0.20

124.37

4.47

124.31

0.01

124.32

4.95

124.32

0.00

124.32

6.28

124.34

0.00

124.34

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CL

123.8

Ex IO

K

CH 1160.00

1.6% 1.9%

4.9

%

8

.2

%

9

.2

%

5% 0.3%

-5.27

124.23

0.00

124.23

-3.30

124.23

0.03

124.26

-1.23

124.19

0.03

124.22

0.00

124.13

0.03

124.16

2.79

123.89

0.03

123.92

3.20

123.82

0.04

123.87

3.39

123.83

0.18

124.02

4.48

123.95

0.02

123.96

4.92

123.99

0.00

123.99

6.27

123.99

0.00

123.99

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CL

123.33

Ex IO

K

CH 1180.00

1.8%

1.5%

5.8

%

7%

1

0

.6

%5%

0.2%

-5.28

123.75

0.00

123.75

-3.30

123.75

0.03

123.78

-1.21

123.72

0.03

123.75

0.00

123.65

0.03

123.68

2.78

123.40

0.03

123.43

3.19

123.35

0.03

123.38

3.38

123.35

0.18

123.53

4.55

123.47

0.00

123.47

4.90

123.48

0.00

123.48

6.26

123.48

0.00

123.48

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CL

122.83

Ex IO

K

CH 1200.00

2.3%

1.6%

5.9

%

9

.9

%

9

.8

%

5%

2%

-5.29

123.27

0.00

123.27

-3.30

123.28

0.03

123.31

-1.20

123.25

0.03

123.28

-0.03

123.18

0.03

123.21

0.00

123.18

0.03

123.21

2.79

122.90

0.03

122.93

3.20

122.85

0.03

122.88

3.39

122.86

0.17

123.03

4.47

122.98

-0.00

122.98

4.91

122.99

0.00

122.99

6.26

123.02

0.00

123.02

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

122.48

Ex IO

K

CH 1220.00

1.5% 1.9%

6.5%

9

.7

%

9

.9

%

0.8%

-5.29

122.94

0.00

122.94

-3.30

122.94

0.03

122.97

-1.27

122.90

0.03

122.93

0.00

122.82

0.03

122.85

2.81

122.54

0.03

122.57

3.22

122.50

0.02

122.52

3.41

122.51

0.17

122.67

4.18

122.64

0.00

122.64

4.92

122.69

0.00

122.69

6.27

122.68

0.00

122.68

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

122.29

Ex IO

K

CH 1240.00

2%1.7%

7.4%

7.5%

1

0

.5

% 0.5%

-5.26

122.74

0.00

122.74

-3.30

122.75

0.03

122.78

-1.30

122.72

0.03

122.75

0.00

122.62

0.03

122.65

2.85

122.36

0.03

122.39

3.26

122.31

0.03

122.34

3.45

122.31

0.18

122.49

4.31

122.45

-0.00

122.45

4.96

122.46

0.00

122.46

6.32

122.47

0.00

122.47

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

122.29

Ex IO

K

CH 1255.00

2.1%

3.4

%

6.4%

9

.3

%

8

.4

%

2.4%

-5.22

122.78

0.00

122.78

-3.30

122.79

0.03

122.82

-1.11

122.71

0.03

122.74

0.00

122.64

0.03

122.67

3.00

122.38

0.03

122.41

3.41

122.31

0.05

122.36

3.60

122.34

0.17

122.51

4.47

122.47

0.00

122.47

5.11

122.50

0.00

122.50

6.45

122.54

0.00

122.54

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CL

122.51

Ex IO

K

CH 1275.00

1.7%

4.3

%

5.8

%

8

.1

%

9

.7

%

0.7%

-5.20

123.06

0.00

123.06

-3.30

122.99

0.03

123.02

-1.07

122.90

0.03

122.93

0.00

122.84

0.03

122.87

3.01

122.58

0.02

122.59

3.42

122.52

0.02

122.54

3.61

122.61

0.09

122.69

4.11

122.73

-0.06

122.67

5.10

122.73

0.00

122.73

6.44

122.74

0.00

122.74

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

CROSS SECTIONS

21853

C305

AC

AG

21853-C3.dwg

26 JULY 2017

AS SHOWN


LEGEND


01COUNCIL COMMENTS

05.09.17

HOR 1:100


5432101 HOR 1:2000.5 0 1 2

@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5

LM

CH 41.67

5%

13.7%

4.5%

-8.25

127.94

0.00

127.94

-6.75

127.81

0.05

127.87

-5.74

127.71

0.02

127.73

-5.55

127.61

0.07

127.68

-5.14

127.67

0.06

127.73

-5.14

127.67

0.06

127.73

-3.42

127.78

0.03

127.81

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM127.0

LM

CH 59.41

3.4%

13.7%

3.4%

-8.27

126.87

-0.00

126.86

-6.77

126.76

0.06

126.81

-5.74

126.63

0.04

126.67

-5.55

126.53

0.09

126.62

-5.14

126.61

0.06

126.67

-5.14

126.61

0.06

126.67

-3.25

126.71

0.03

126.74

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM126.0

LM

CH 77.52

2.6%

13%

5.7%

-8.19

125.65

0.00

125.65

-6.69

125.57

0.04

125.61

-5.74

125.54

-0.05

125.49

-5.55

125.40

0.04

125.44

-5.14

125.46

0.03

125.49

-5.14

125.46

0.03

125.49

-3.25

125.56

0.03

125.59

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM125.0

LM

CH 96.27

2.5%

10.7

% 4.9%

-8.20

124.72

0.00

124.72

-6.70

124.65

0.04

124.69

-5.74

124.61

-0.03

124.58

-5.55

124.47

0.06

124.53

-5.14

124.54

0.05

124.58

-5.14

124.54

0.05

124.58

-3.25

124.65

0.03

124.68

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CH 114.75

2.5%

11.3

% 5.5%

-8.21

124.23

0.00

124.23

-6.71

124.17

0.02

124.19

-5.74

124.13

-0.05

124.08

-5.55

124.00

0.03

124.03

-5.14

124.05

0.03

124.08

-5.14

124.05

0.03

124.08

-3.25

124.16

0.03

124.19

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 132.17

2.5%

9.7

% 6%

-8.21

123.94

0.00

123.94

-6.71

123.87

0.04

123.90

-5.74

123.80

0.01

123.81

-5.55

123.73

0.03

123.76

-5.14

123.78

0.03

123.81

-5.14

123.78

0.03

123.81

-3.25

123.88

0.03

123.91

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 143.50

3.8%

1

5

.8

%

4.2%

-8.19

123.83

-0.00

123.83

-6.69

123.73

0.05

123.77

-5.74

123.59

0.04

123.62

-5.55

123.51

0.06

123.57

-5.14

123.56

0.06

123.62

-5.14

123.56

0.06

123.62

-3.25

123.67

0.03

123.70

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 154.34

2.5%

7.7

%4.8

%

-8.13

123.48

-0.01

123.47

-6.63

123.43

0.01

123.43

-5.74

123.37

-0.01

123.36

-5.55

123.29

0.03

123.31

-5.14

123.33

0.03

123.36

-5.14

123.33

0.03

123.36

-3.25

123.43

0.03

123.46

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 187.42

2.5%

11.4

% 5.8%

-8.24

122.41

0.00

122.41

-6.74

122.38

-0.00

122.37

-5.74

122.29

-0.03

122.26

-5.55

122.19

0.03

122.21

-5.14

122.23

0.03

122.26

-5.14

122.23

0.03

122.26

-3.25

122.34

0.03

122.37

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CH 198.27

2.5%

7% 5.6

%

-8.29

122.09

0.00

122.09

-6.79

122.05

0.00

122.05

-5.74

121.98

-0.00

121.98

-5.55

121.91

0.01

121.93

-5.14

121.94

0.03

121.98

-5.14

121.94

0.03

121.98

-3.25

122.05

0.03

122.08

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CH 213.89

2.5%

9%

5.8

%

-8.31

122.01

0.00

122.01

-6.81

121.92

0.05

121.97

-5.74

121.80

0.07

121.88

-5.55

121.78

0.04

121.83

-5.14

121.83

0.05

121.88

-5.14

121.83

0.05

121.88

-3.25

121.95

0.03

121.98

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CH 221.69

2.4%

11%

4.8%

-8.23

122.19

0.00

122.19

-6.73

122.14

0.02

122.16

-5.74

122.07

-0.03

122.05

-5.55

121.98

0.02

122.00

-5.14

122.02

0.03

122.05

-5.14

122.02

0.03

122.05

-3.25

122.11

0.03

122.14

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

(#9)

(#11)

(#13)

(#15)

(#23)

(#21)

(#19)

(#17) (#25)

(#25)

(#27)

(#29)

0.020.02

0.02

0.030.03

0.020.04

0.050.05

0.03

0.03

0.04

A1

01

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Quality

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21853

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01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

LM

CH 250.44

2.5%

6.1

%

0.5%

-8.20

123.05

-6.70

123.06

-0.05

123.01

-5.74

122.98

-0.03

122.95

-5.55

122.86

0.05

122.90

-5.14

122.90

0.05

122.95

-5.14

122.90

0.05

122.95

-3.25

122.93

0.03

122.96

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CH 268.93

2.5%

10.4

%4.8

%

-8.21

123.13

0.00

123.13

-6.71

123.02

0.07

123.10

-5.74

122.98

0.01

123.00

-5.55

122.91

0.04

122.95

-5.14

122.95

0.05

123.00

-5.14

122.95

0.05

123.00

-3.25

123.06

0.03

123.09

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CH 287.18

2.5%

11%

5.3%

-8.17

122.84

0.00

122.84

-6.67

122.77

0.03

122.80

-5.74

122.71

-0.01

122.70

-5.55

122.62

0.03

122.65

-5.14

122.67

0.03

122.70

-5.14

122.67

0.03

122.70

-3.25

122.76

0.03

122.79

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CH 294.85

5%

11.8

%

2.9%

-8.20

122.74

0.00

122.74

-6.70

122.63

0.04

122.67

-5.74

122.50

0.06

122.56

-5.55

122.47

0.04

122.51

-5.14

122.50

0.06

122.56

-5.14

122.50

0.06

122.56

-3.25

122.58

0.03

122.61

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CH 324.15

5%

2%

3.9%

-8.25

121.95

0.04

121.98

-6.75

121.83

0.08

121.91

-6.27

121.81

0.06

121.87

-6.08

121.81

-0.09

121.72

-5.78

121.77

0.11

121.87

-5.18

121.75

0.13

121.88

-5.18

121.75

0.13

121.88

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

CH 329.74

5%

1.6% 2%

4%

-8.32

121.77

0.04

121.81

-6.82

121.69

0.04

121.74

-6.32

121.68

0.05

121.73

-6.13

121.67

-0.10

121.58

-5.83

121.63

0.10

121.74

-5.23

121.61

0.14

121.75

-5.23

121.61

0.14

121.75

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CH 347.70

5.1%

13.7%

5%

-8.32

121.50

0.00

121.50

-6.82

121.42

0.00

121.42

-5.89

121.33

-0.03

121.30

-5.70

121.22

0.03

121.25

-5.29

121.26

0.03

121.30

-5.29

121.26

0.03

121.30

-3.40

121.36

0.03

121.39

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CH 379.93

2.5%

11.8

% 5.3%

-8.33

121.17

0.00

121.17

-6.83

121.08

0.05

121.13

-5.89

121.02

0.00

121.02

-5.70

120.95

0.02

120.97

-5.29

120.99

0.03

121.02

-5.29

120.99

0.03

121.02

-3.40

121.09

0.03

121.12

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CH 383.65

2.5%

10.7

% 5.1%

-8.35

121.15

0.00

121.15

-6.85

121.09

0.02

121.11

-5.89

120.99

0.02

121.01

-5.70

120.92

0.03

120.96

-5.29

120.97

0.04

121.01

-5.29

120.97

0.04

121.01

-3.40

121.07

0.03

121.10

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CH 418.16

5%

14.8%

3.5%

-8.42

121.09

-0.00

121.09

-6.92

120.92

0.10

121.01

-5.89

120.83

0.03

120.86

-5.70

120.74

0.08

120.81

-5.29

120.78

0.08

120.86

-5.29

120.78

0.08

120.86

-3.40

120.90

0.03

120.93

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CH 422.46

5%

14.8%

4.8%

-8.36

121.03

-0.00

121.03

-6.86

120.87

0.08

120.95

-5.89

120.77

0.04

120.81

-5.70

120.68

0.08

120.76

-5.29

120.73

0.08

120.81

-5.29

120.73

0.08

120.81

-3.40

120.87

0.03

120.90

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CH 458.25

2.5%

14.2% 7

%

-8.47

120.54

-0.01

120.53

-6.97

120.48

0.01

120.49

-5.89

120.42

-0.08

120.34

-5.70

120.27

0.02

120.29

-5.29

120.31

0.03

120.34

-5.29

120.31

0.03

120.34

-3.40

120.44

0.03

120.47

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

(#37)

(#35)

(#33)

(#31)

(#45)

(#43)

(#41)

(#39) (#47)

(#49-51)

(#49-51)

(#53)

0.030.03

0.02

0.02

0.030.05

0.06

0.01

0.020.02

0.030.01

0.01

A1

01

00ORIGINAL ISSUE

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Quality

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21853

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AS SHOWN


01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

LM

CH 463.48

2.5%

10.2

%7.4

%

-8.50

120.35

0.00

120.35

-7.00

120.30

0.01

120.31

-5.91

120.22

-0.02

120.20

-5.72

120.13

0.02

120.15

-5.31

120.17

0.03

120.20

-5.31

120.17

0.03

120.20

-3.42

120.31

0.03

120.34

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM119.0

CH 484.79

2.5%

0.5%

7.6

%

-8.58

119.57

0.00

119.57

-7.08

119.54

-0.01

119.53

-5.86

119.51

0.02

119.53

-5.56

119.39

0.10

119.49

-5.26

119.43

0.10

119.53

-5.26

119.43

0.10

119.53

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM119.0

LM

CH 496.67

5%

12.4%

4.5%

-8.59

119.17

0.00

119.17

-7.09

119.01

0.09

119.10

-5.89

118.87

0.08

118.95

-5.70

118.82

0.08

118.90

-5.29

118.88

0.07

118.95

-5.29

118.88

0.07

118.95

-3.40

119.00

0.03

119.03

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

LM

CH 522.90

4.7%

10.3

% 5.4%

-8.26

117.63

-0.01

117.62

-6.76

117.47

0.08

117.55

-5.89

117.42

0.04

117.46

-5.70

117.33

0.08

117.41

-5.29

117.40

0.06

117.46

-5.29

117.40

0.06

117.46

-3.40

117.53

0.03

117.56

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM117.0

LM

CH 538.87

2.5%

10.8

%8.2

%

-8.40

116.55

0.00

116.55

-6.90

116.48

0.04

116.51

-5.89

116.42

-0.01

116.40

-5.70

116.32

0.03

116.35

-5.29

116.37

0.03

116.40

-5.29

116.37

0.03

116.40

-3.40

116.52

0.03

116.55

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

LM

CH 546.40

3.7%

9.7

%4.9

%

-8.33

116.08

0.00

116.09

-6.83

115.97

0.06

116.03

-5.89

115.91

0.03

115.94

-5.70

115.83

0.06

115.89

-5.29

115.88

0.06

115.94

-5.29

115.88

0.06

115.94

-3.40

116.00

0.03

116.03

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM115.0

LM

CH 578.54

2.5%

7.3

%5.5

%

-8.41

113.93

-0.01

113.92

-6.91

113.88

0.00

113.88

-5.89

113.83

-0.02

113.81

-5.70

113.73

0.03

113.76

-5.29

113.78

0.03

113.81

-5.29

113.78

0.03

113.81

-3.40

113.88

0.03

113.91

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM113.0

LM

CH 583.98

2.4%

7.3

% 4.6%

-8.44

113.59

-0.00

113.59

-6.94

113.53

0.03

113.55

-5.89

113.50

-0.02

113.48

-5.70

113.40

0.02

113.43

-5.29

113.45

0.03

113.48

-5.29

113.45

0.03

113.48

-3.40

113.53

0.03

113.56

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM113.0

LM

CH 602.04

2.7%

11.4

%8.2

%

-8.42

112.65

0.00

112.65

-6.92

112.59

0.02

112.61

-5.89

112.49

0.00

112.49

-5.70

112.42

0.02

112.44

-5.29

112.46

0.03

112.49

-5.29

112.46

0.03

112.49

-3.40

112.61

0.03

112.64

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

CH 626.22

2.4%

1.6%

8.1

%

-8.37

112.22

0.00

112.22

-6.87

112.11

0.06

112.18

-5.86

112.02

0.14

112.16

-5.56

112.00

0.12

112.12

-5.26

112.04

0.12

112.16

-5.26

112.04

0.12

112.16

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM111.0

LM

CH 653.46

2.5%

6.7

%

7.6

%

-8.26

113.00

0.01

113.01

-6.76

112.89

0.08

112.97

-5.85

112.90

0.02

112.91

-5.66

112.81

0.05

112.86

-5.25

112.88

0.03

112.91

-5.25

112.88

0.03

112.91

-3.36

113.03

0.03

113.06

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

LM

CH 669.00

2.5%

5%

6.3

%

-8.46

113.92

0.01

113.93

-6.96

113.87

0.02

113.89

-5.89

113.81

0.03

113.84

-5.70

113.73

0.05

113.79

-5.29

113.80

0.04

113.84

-5.29

113.80

0.04

113.84

-3.40

113.93

0.03

113.96

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM113.0

(#55)

(#57)

(#57)

(#59)

(#61)

(#63)

(#65)

(#67)

(#67A)

(#67B)

(#69)

(#71)

0.11

0.020.01

0.02

0.020.03

0.040.05

0.020.02

0.040.05

A1

01

00ORIGINAL ISSUE

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21853

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26 JULY 2017

AS SHOWN


01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

LM

CH 677.67

2.5%

6.6

%

6.8

%

-8.43

114.46

0.00

114.46

-6.93

114.40

0.02

114.42

-5.89

114.32

0.03

114.35

-5.70

114.26

0.04

114.30

-5.29

114.32

0.03

114.35

-5.29

114.32

0.03

114.35

-3.40

114.45

0.03

114.48

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM114.0

LM

CH 692.52

2.5%

6.7

%

6.4

%

-8.45

115.24

0.00

115.24

-6.95

115.18

0.03

115.20

-5.89

115.13

-0.00

115.13

-5.70

115.03

0.05

115.08

-5.29

115.10

0.03

115.13

-5.29

115.10

0.03

115.13

-3.40

115.22

0.03

115.25

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM114.0

LM

CH 713.35

2.5%

7.1

%6.9

%

-8.53

116.15

0.00

116.15

-7.03

116.09

0.02

116.11

-5.89

116.01

0.03

116.03

-5.70

115.94

0.04

115.98

-5.29

116.00

0.04

116.03

-5.29

116.00

0.04

116.03

-3.40

116.13

0.03

116.16

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM115.0

LM

CH 737.62

2.7%

8.2

% 7.3

%

-8.58

116.83

0.01

116.84

-7.08

116.78

0.02

116.80

-5.89

116.69

0.01

116.70

-5.70

116.61

0.04

116.65

-5.29

116.67

0.03

116.70

-5.29

116.67

0.03

116.70

-3.40

116.81

0.03

116.84

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

LM

CH 741.73

2.5%

12%

6.6

%

-8.55

116.95

0.02

116.97

-7.05

116.88

0.06

116.94

-5.89

116.74

0.06

116.80

-5.70

116.72

0.03

116.75

-5.29

116.77

0.03

116.80

-5.29

116.77

0.03

116.80

-3.40

116.89

0.03

116.92

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

LM

CH 757.79

2.5%

7.6

%

7%

-8.40

117.24

0.01

117.25

-6.90

117.18

0.04

117.21

-5.89

117.15

-0.01

117.14

-5.70

117.05

0.03

117.09

-5.29

117.11

0.03

117.14

-5.29

117.11

0.03

117.14

-3.40

117.24

0.03

117.27

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

CH 788.67

2.5%

6.4

%

-8.50

118.03

0.00

118.03

-7.00

117.96

0.04

118.00

-5.86

117.89

0.04

117.92

-5.67

117.87

0.00

117.87

-5.26

117.89

0.04

117.92

-5.26

117.89

0.04

117.92

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM117.0

LM

CH 806.10

5%

13.1%

3.5%

-8.65

118.47

0.00

118.47

-7.15

118.31

0.08

118.39

-5.84

118.20

0.02

118.22

-5.65

118.11

0.06

118.17

-5.24

118.16

0.06

118.22

-5.24

118.16

0.06

118.22

-3.35

118.26

0.03

118.29

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM117.0

LM

CH 827.09

5%

11%

4.6%

-8.36

118.89

0.00

118.89

-6.86

118.77

0.05

118.82

-5.84

118.66

0.05

118.71

-5.65

118.58

0.08

118.66

-5.24

118.65

0.06

118.71

-5.24

118.65

0.06

118.71

-3.35

118.77

0.03

118.80

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

LM

CH 832.20

2.4%

8.9

%6.7

%

-8.28

118.93

0.00

118.93

-6.78

118.87

0.02

118.89

-5.84

118.87

-0.06

118.81

-5.65

118.71

0.05

118.76

-5.24

118.78

0.03

118.81

-5.24

118.78

0.03

118.81

-3.35

118.91

0.03

118.94

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

LM

CH 861.12

2.6%

5.2%

5%

-8.29

119.78

-0.00

119.78

-6.79

119.73

0.01

119.74

-5.84

119.66

0.03

119.69

-5.65

119.59

0.05

119.64

-5.24

119.65

0.04

119.69

-5.24

119.65

0.04

119.69

-3.35

119.76

0.03

119.79

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM119.0

(#73)

(#75)

(#77)

(#79)

(#85)

(#83)

(#81) (#87)

(#89)

(#91)

(#93)

0.040.04

0.04

0.030.04

0.020.03

0.03

0.04

0.05

A1

01

00ORIGINAL ISSUE

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21853

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01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

LM

CH 887.14

4.9%

1

7

.1

%

4.3%

-7.69

120.82

-0.00

120.82

-6.69

120.70

0.07

120.77

-5.84

120.58

0.04

120.62

-5.65

120.48

0.10

120.57

-5.24

120.54

0.08

120.62

-5.24

120.54

0.08

120.62

-3.35

120.67

0.03

120.70

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CH 892.58

4.2%

13.9%

3%

-7.58

120.97

0.00

120.98

-6.58

120.84

0.09

120.93

-5.84

120.75

0.08

120.83

-5.65

120.70

0.08

120.78

-5.24

120.75

0.08

120.83

-5.24

120.75

0.08

120.83

-3.35

120.86

0.03

120.89

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

LM

CH 913.38

4.8%

12.7

%

4.1%

-8.28

121.75

0.03

121.78

-6.78

121.61

0.10

121.71

-5.84

121.53

0.06

121.59

-5.65

121.51

0.03

121.54

-5.24

121.56

0.03

121.59

-5.24

121.56

0.03

121.59

-3.35

121.64

0.03

121.67

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CH 932.80

4.8%

12.6

%5.1

%

-8.23

122.33

0.08

122.41

-6.73

122.26

0.08

122.34

-5.84

122.23

-0.00

122.23

-5.65

122.14

0.03

122.18

-5.24

122.20

0.03

122.23

-5.24

122.20

0.03

122.23

-3.35

122.29

0.03

122.32

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

LM

CH 966.33

2.5%

11.7

%

6.6

%

-8.06

123.08

0.00

123.09

-6.56

123.02

0.03

123.05

-5.84

122.97

-0.00

122.96

-5.65

122.88

0.03

122.91

-5.24

122.93

0.03

122.96

-5.24

122.93

0.03

122.96

-3.35

123.06

0.03

123.09

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

LM

CH 986.22

4.4%

14.1%

3.1%

-8.55

123.57

-0.01

123.56

-7.05

123.42

0.07

123.49

-5.84

123.36

-0.04

123.32

-5.65

123.20

0.07

123.27

-5.24

123.26

0.06

123.32

-5.24

123.26

0.06

123.32

-3.35

123.35

0.03

123.38

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 1000.84

4.6%

7.2

%

0.2%

-8.52

123.66

0.03

123.69

-7.02

123.61

0.02

123.62

-5.84

123.55

-0.01

123.54

-5.65

123.46

0.03

123.49

-5.24

123.50

0.04

123.54

-5.24

123.50

0.04

123.54

-3.35

123.51

0.03

123.54

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 1007.16

0.5%

10.5

%

3.7%

1.2%

-8.53

123.81

-0.02

123.80

-7.03

123.77

0.02

123.79

-5.84

123.68

-0.02

123.67

-5.65

123.58

0.04

123.62

-5.24

123.63

0.03

123.67

-5.24

123.63

0.03

123.67

-3.35

123.68

0.03

123.71

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 1020.71

5%

8.8

%

4.5%

0.2%

-8.59

124.08

0.04

124.12

-7.09

124.04

0.01

124.04

-5.84

123.90

0.03

123.93

-5.65

123.84

0.04

123.88

-5.24

123.89

0.04

123.93

-5.24

123.89

0.04

123.93

-3.35

123.97

0.03

124.00

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

LM

CH 1051.93

1

7

.5

%

5%

1

7

.6

%

1.6%

-9.34

125.15

0.04

125.19

-7.34

124.75

0.09

124.84

-6.34

124.72

0.07

124.79

-5.65

124.59

0.04

124.63

-5.24

124.62

0.06

124.68

-5.24

124.62

0.06

124.68

-3.35

124.68

0.03

124.71

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CH 1066.23

1

7

.5

%

5%

1

7

.6

%

1.7%

-9.34

125.45

-0.02

125.43

-7.34

124.99

0.09

125.08

-6.34

124.95

0.08

125.03

-5.65

124.83

0.03

124.87

-5.24

124.87

0.05

124.92

-5.24

124.87

0.05

124.92

-3.35

124.92

0.03

124.95

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

(#95)

(#97)

(#99)

(#101)(#109)

(#107)

(#105)

(#103) (#111)

(#113A)

(#113B)

0.020.02

0.050.04

0.020.03

0.03

0.030.01

0.00

0.03

0.02

A1

01

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01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

LM

CH 1080.46

1

7

.5

%

5%

1

7

.6

%

1.9%

-9.34

125.59

-0.02

125.57

-7.34

125.16

0.06

125.22

-6.34

125.13

0.04

125.17

-5.65

124.98

0.03

125.01

-5.24

125.01

0.05

125.06

-5.24

125.01

0.05

125.06

-3.35

125.07

0.03

125.10

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CH 1094.00

1

7

.5

%

5%

1

7

.6

%

1.8%

-9.34

125.56

-0.02

125.54

-7.34

125.13

0.06

125.19

-6.34

125.09

0.05

125.14

-5.65

124.94

0.04

124.98

-5.24

124.98

0.05

125.03

-5.24

124.98

0.05

125.03

-3.35

125.04

0.03

125.07

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

LM

CH 1125.07

1

7

.2

%

4.4%

1

5

.2

%

3.1%

-10.26

125.42

-0.06

125.35

-8.26

125.08

-0.07

125.01

-7.08

124.89

0.07

124.96

-5.84

124.63

0.14

124.77

-5.65

124.66

0.06

124.72

-5.24

124.69

0.08

124.77

-5.24

124.69

0.08

124.77

-3.35

124.80

0.03

124.83

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

(#115A)

(#115B)

(#117, SCOUT HALL)

0.000.00

0.01

A1

01

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01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

CL

CH 91.27

5.6%

9%

2.6%

4.1%

0.00

124.76

0.03

124.80

2.95

124.51

0.05

124.56

2.95

124.51

0.05

124.56

3.36

124.46

0.05

124.51

3.55

124.44

0.11

124.56

5.06

124.60

0.00

124.60

6.36

124.65

0.00

124.65

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

CL

CH 155.34

4%

9%

1.6%

0.00

123.32

0.03

123.35

2.89

123.11

0.03

123.14

2.89

123.11

0.03

123.14

3.30

123.07

0.03

123.09

3.49

123.02

0.12

123.14

5.05

123.17

0.00

123.17

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 160.10

4.6%

9.1

%

1.6%

4.4%

0.00

123.19

0.03

123.22

2.90

122.97

0.03

123.00

2.90

122.97

0.03

123.00

3.31

122.92

0.03

122.95

3.50

122.90

0.10

123.00

5.05

123.02

0.00

123.02

6.39

123.08

0.00

123.08

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 179.88

5.6%

10.1

%

3.4%

2.3%

0.00

122.52

0.03

122.55

2.88

122.28

0.03

122.30

2.88

122.28

0.03

122.30

3.29

122.23

0.02

122.25

3.48

122.20

0.10

122.30

5.02

122.36

0.00

122.36

6.38

122.39

0.00

122.39

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 211.10

6.9

%

10.9

%

0.6%

0.00

121.84

0.03

121.87

2.88

121.55

0.05

121.60

2.88

121.55

0.05

121.60

3.29

121.49

0.06

121.55

3.48

121.44

0.16

121.60

5.11

121.61

0.00

121.61

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

CL

CH 227.52

5.3%

10.5

%

3.5%

3.2%

0.00

122.19

0.03

122.22

2.85

121.95

0.03

121.98

2.85

121.95

0.03

121.98

3.26

121.90

0.03

121.93

3.45

121.88

0.10

121.98

5.09

122.04

0.00

122.04

6.43

122.08

0.00

122.08

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

CL

CH 246.12

7.4

%

7.8

%

3.4%

0.00

122.80

0.03

122.83

2.90

122.56

0.04

122.61

2.90

122.56

0.04

122.61

3.31

122.52

0.04

122.56

3.50

122.49

0.12

122.61

5.07

122.66

0.00

122.66

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 264.91

5.4%

11.4

%

4.2%

0.8%

0.00

123.00

0.03

123.02

3.03

122.70

0.03

122.73

3.03

122.70

0.03

122.73

3.44

122.65

0.03

122.68

3.63

122.67

0.06

122.73

5.08

122.79

0.00

122.79

6.42

122.80

0.00

122.80

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 283.69

5.4%

10.2

%

6.6

%

2.2%

0.00

122.72

0.03

122.75

3.08

122.46

0.03

122.49

3.08

122.46

0.03

122.49

3.49

122.39

0.05

122.44

3.68

122.39

0.10

122.49

5.04

122.58

0.00

122.58

6.38

122.60

0.00

122.60

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 307.54

8.6

%

7.9

%

2.2%

2.7%

0.00

122.14

0.04

122.19

2.75

121.93

0.03

121.96

2.75

121.93

0.03

121.96

3.16

121.87

0.04

121.91

3.35

121.85

0.12

121.96

5.04

122.00

0.00

122.00

6.41

122.04

0.00

122.04

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM121.0

CL

CH 336.48

8.8

%

10.3

%

0.3%

0.00

121.46

0.03

121.49

2.59

121.21

0.03

121.24

2.59

121.21

0.03

121.24

3.00

121.16

0.03

121.19

3.19

121.15

0.08

121.24

4.82

121.24

0.00

121.24

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

0.04

(#2A)

(#4)

(#1/6)

(#2/6)

(#8)

(#10)

(#12)

(#14)

(#16)

(#18)

(#20)

0.05

0.05

0.04

0.05

0.04

0.04

0.04

0.03

0.05

0.05

A1

01

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21853

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DRIVEWAY SECTIONS - WEST SIDE (B99 VEHICLE)

01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

CL

CH 353.59

5.2%

11.5

%

1%

3.2%

0.00

121.17

0.02

121.20

2.62

120.92

0.03

120.95

2.62

120.92

0.03

120.95

3.03

120.87

0.03

120.90

3.22

120.87

0.08

120.95

4.86

120.97

0.00

120.97

6.22

121.01

0.00

121.01

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

CL

CH 370.62

6.5

%

10.6

%

3.5%

2.8%

0.00

121.02

0.03

121.05

2.66

120.77

0.04

120.81

2.66

120.77

0.04

120.81

3.07

120.72

0.04

120.76

3.26

120.69

0.12

120.81

4.87

120.86

0.00

120.86

6.22

120.90

0.00

120.90

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

CL

CH 398.02

4.7%

9.6

%

3.9%

2.6%

0.00

120.93

0.03

120.96

2.84

120.72

0.01

120.73

2.84

120.72

0.01

120.73

3.25

120.66

0.02

120.68

3.44

120.68

0.05

120.73

4.91

120.79

0.00

120.79

6.26

120.83

0.00

120.83

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

CL

CH 436.05

2.8%

9.5

%

2.6%

3.7%

0.00

120.73

0.02

120.76

2.95

120.51

0.03

120.54

2.95

120.51

0.03

120.54

3.36

120.46

0.04

120.49

3.55

120.53

0.02

120.54

4.86

120.58

0.00

120.58

6.22

120.63

0.00

120.63

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM120.0

CL

CH 512.27

2.6%

8.9

%

5.4%

4.4%

0.00

118.19

0.03

118.22

2.87

117.97

0.03

118.00

2.87

117.97

0.03

118.00

3.28

117.91

0.04

117.95

3.47

117.99

0.01

118.00

4.81

118.07

0.00

118.07

6.20

118.13

0.00

118.13

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM117.0

CL

CH 532.25

4.6%

10.3

%

5.8%

3.6%

0.00

116.94

0.03

116.97

2.85

116.69

0.03

116.72

2.85

116.69

0.03

116.72

3.26

116.63

0.03

116.67

3.45

116.72

-0.00

116.72

4.82

116.80

0.00

116.80

6.16

116.84

0.00

116.84

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

CL

CH 540.57

3.9%

9.5

%

4.7%

2.5%

0.00

116.39

0.03

116.42

2.90

116.15

0.03

116.18

2.90

116.15

0.03

116.18

3.31

116.12

0.01

116.13

3.50

116.21

-0.03

116.18

4.83

116.24

0.00

116.24

6.15

116.28

0.00

116.28

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM115.0

CL

CH 559.27

3.1%

10%

3.2%

1.6%

0.00

115.14

0.03

115.17

2.90

114.91

0.03

114.94

2.90

114.91

0.03

114.94

3.31

114.85

0.04

114.89

3.50

114.93

0.01

114.94

4.82

114.98

0.00

114.98

6.19

115.00

0.00

115.00

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM114.0

CL

CH 577.36

4.1%

9.1

%

6.3

%

3.1%

0.00

113.94

0.03

113.97

2.83

113.71

0.03

113.74

2.83

113.71

0.03

113.74

3.24

113.66

0.03

113.69

3.43

113.76

-0.02

113.74

4.78

113.83

0.00

113.83

6.14

113.87

0.00

113.87

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM113.0

CL

CH 591.69

3.3%

9.1

%

6%

4.1%

0.00

113.05

0.03

113.09

2.85

112.84

0.03

112.87

2.85

112.84

0.03

112.87

3.26

112.79

0.03

112.82

3.45

112.87

0.00

112.87

4.80

112.95

0.00

112.95

6.08

113.00

0.00

113.00

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

CL

CH 649.46

6.9

%

5.7%

2.7%

0.00

112.82

0.03

112.85

2.85

112.62

0.03

112.65

2.85

112.62

0.03

112.65

3.26

112.55

0.04

112.60

3.45

112.64

0.01

112.65

4.83

112.73

0.00

112.73

6.15

112.76

0.00

112.76

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM112.0

(#22)

(#24)

(#26)

(#26A)

(#1)

(#28)

(#30)

(#32)

(#34)

(#34)

(#40)

0.04

0.04

0.04

0.04

0.03

0.03

0.04

0.05

0.04

0.04

0.04

A1

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26 JULY 2017

AS SHOWN


01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

CL

CH 712.14

4.5%

9.7

%

3.4%

0.2%

0.00

116.04

0.03

116.07

2.91

115.80

0.03

115.83

2.91

115.80

0.03

115.83

3.32

115.74

0.04

115.78

3.51

115.75

0.07

115.83

4.88

115.87

0.00

115.87

6.25

115.87

0.00

115.87

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM115.0

CL

CH 736.87

7.3

%

6.8

%

6.1

%

1.3%

0.00

116.71

0.03

116.74

2.91

116.50

0.03

116.53

2.91

116.50

0.03

116.53

3.32

116.45

0.03

116.48

3.51

116.47

0.06

116.53

4.90

116.62

0.00

116.62

6.24

116.64

0.00

116.64

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM116.0

CL

CH 817.52

4.4%

10.7

%

0.6%

3%

0.00

118.46

0.03

118.49

3.04

118.19

0.03

118.22

3.04

118.19

0.03

118.22

3.45

118.13

0.04

118.17

3.64

118.18

0.04

118.22

5.03

118.23

0.00

118.23

6.38

118.25

0.02

118.27

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM117.0

CL

CH 839.52

10.1

%

9.7

%

5.4%

1.8%

0.00

119.03

0.03

119.06

3.09

118.74

0.02

118.76

3.09

118.74

0.02

118.76

3.50

118.67

0.04

118.71

3.69

118.75

0.01

118.76

5.19

118.84

0.00

118.84

6.52

118.87

0.00

118.87

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM118.0

CL

CH 863.62

5.6%

6%

3.6%

10%

2.5%

0.00

119.81

0.03

119.84

3.02

119.63

0.03

119.66

3.02

119.63

0.03

119.66

3.43

119.61

0.01

119.61

3.62

119.59

0.07

119.66

4.12

119.56

0.12

119.68

5.12

119.49

0.09

119.58

6.62

119.40

0.14

119.54

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM119.0

CL

CH 943.09

6.8

%

8.2

%

4.6%

2.9%

0.00

122.52

0.03

122.55

2.94

122.31

0.02

122.33

2.94

122.31

0.02

122.33

3.35

122.27

0.01

122.28

3.54

122.31

0.02

122.33

5.13

122.40

0.00

122.40

6.51

122.44

0.00

122.44

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 1025.01

13.1%

9%

7%

1.9%

0.00

123.97

0.06

124.03

2.93

123.70

0.03

123.73

2.93

123.70

0.03

123.73

3.34

123.65

0.03

123.68

3.53

123.74

-0.01

123.73

4.86

123.82

0.00

123.82

6.22

123.84

0.00

123.84

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

CL

CH 1042.86

5.4%

11.2

%

3.6%

2.6%

0.00

124.42

0.03

124.45

2.92

124.15

0.03

124.18

2.92

124.15

0.03

124.18

3.33

124.08

0.05

124.13

3.52

124.11

0.06

124.18

4.80

124.22

0.00

124.22

6.16

124.26

0.00

124.26

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

CL

CH 1054.80

5.5

%

11.1

%

4.6%

4%

0.00

124.64

0.03

124.67

2.95

124.36

0.03

124.39

2.95

124.36

0.03

124.39

3.36

124.31

0.04

124.34

3.55

124.44

-0.05

124.39

4.87

124.46

0.00

124.46

6.22

124.51

0.00

124.51

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

CL

CH 1072.37

5.7

%

11.8

%

5.9

%

0.00

124.90

0.03

124.93

2.93

124.61

0.03

124.63

2.93

124.61

0.03

124.63

3.34

124.57

0.02

124.58

3.53

124.65

-0.01

124.63

4.84

124.71

0.00

124.71

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

CL

CH 1129.67

6.1%

12.1

%

3.3%

4.2%

0.00

124.65

0.03

124.68

2.79

124.37

0.03

124.40

2.79

124.37

0.03

124.40

3.20

124.31

0.05

124.35

3.39

124.30

0.10

124.40

4.92

124.45

0.00

124.45

6.26

124.51

0.00

124.51

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM124.0

0.05

(#40E)

(#40G)

(#42A)

(#4 BALFOUR AVE)

(#6 BALFOUR AVE)

(#44)

(#50)

(#52)

(#54)

(#56)

(#62)

0.05

0.05

0.04

0.10

0.04

0.04

0.85

0.73

0.67

0.60

A1

01

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AS SHOWN


01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

CL

CH 1141.55

9.5

%

9.6

%

3.8%

1.7%

0.00

124.49

0.03

124.52

2.78

124.22

0.03

124.25

2.78

124.22

0.03

124.25

3.19

124.16

0.04

124.20

3.38

124.16

0.09

124.25

4.93

124.31

0.00

124.31

6.29

124.33

0.00

124.33

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

CL

CH 1182.59

7.3

%

11.2

%

4%

0.1%

0.00

123.58

0.03

123.61

2.79

123.32

0.03

123.35

2.79

123.32

0.03

123.35

3.20

123.27

0.03

123.30

3.39

123.27

0.07

123.35

4.91

123.41

0.00

123.41

6.27

123.41

0.00

123.41

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM123.0

CL

CH 1212.64

9.5

%

10.1

%

4.8%

2%

0.00

122.95

0.02

122.97

2.81

122.66

0.03

122.69

2.81

122.66

0.03

122.69

3.22

122.61

0.04

122.64

3.41

122.61

0.08

122.69

4.91

122.77

0.00

122.77

6.26

122.79

0.00

122.79

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

CL

CH 1237.57

8.5

%

10.1

%

4%

2.1%

0.00

122.64

0.02

122.67

2.84

122.37

0.03

122.40

2.84

122.37

0.03

122.40

3.25

122.32

0.03

122.35

3.44

122.32

0.08

122.40

4.95

122.46

0.00

122.46

6.31

122.49

0.00

122.49

OFFSET

EXISTING SURFACE

DEPTH

DESIGN SURFACE

DATUM122.0

(#64)

(#66)

(#70)

(#74)

0.04

0.04

0.04

0.04

A1

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21853

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26 JULY 2017

AS SHOWN


01COUNCIL COMMENTS

05.09.17


1:50 @ A1

1 0.5 0 1 2

1:100 @ A3

1

2

7

1

2

8

1

2

9

1

3

0

1

3

0

1

3

0

1

3

1

1

3

1

131

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

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A

P

I

T

TELSTRA

PIT

TELSTRA

PIT

WATER

METER

TELSTRA

PIT

TELSTRA

PITS

B

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

I

T

H

L

I

G

H

T

E

L

E

C

T

R

I

C

I

T

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P

O

L

E

W

I

T

H

L

I

G

H

T

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LIGHT

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L

E

C

T

R

I

C

I

T

Y

P

I

T

FIRE

PLUG

S

I

G

N

S

I

G

N

S

I

G

N

SIGN

SIGN

SIGN

S

IG

N

WATER

STOP

VALVE

WATER

STOP

VALVE

W

A

T

E

R

S

T

O

P

V

A

L

V

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P

A

L

I

N

G

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PICKETS

PIC

KE

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PICKETS PICKETS

P

I

C

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G

A

T

E

G

A

T

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HORIZONTAL BOARDS

W

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L

D

M

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S

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C

O

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F

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C

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H

C

O

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FOOTPATHCONCRETE

G

R

A

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S

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D

N

A

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G

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GRASSED

GRASSED



>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

GREAT RYRIE STREET

HEATHMONT ROAD

No.1/1No.3 No.5

No.7 No.9

No.2

A1

A2

A3

A4

A5

A6

A7

A8

B1

B2

B3

B4

B5

B6 B7 B8 B9 B10

B11

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

1

2

9

.

0

1

2

9

.0

1

3

0

.

0

1

2

8

.

8

1

2

9

.

2

1

2

9

.2

129.4

129.6

129.8

1

3

0

.

2

CH

0.00

CH

20

.0

0

CH

0.00

CH

0.00

B1 KERB(SD-C01)

A1

00

00 26.07.17

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AS SHOWN

1:200 @ A1


1 10864202

1:400 @ A3

SET-OUT PLANHOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB A

HOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

HOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

KERB B KERB C

01COUNCIL COMMENTS

05.09.17

121

121

1

2

1

1

2

2

122 1

2

2

122

122

TELSTRA

PIT

TE

LS

TR

A

PIT

TE

LS

TR

A

PIT

ELECTRICITY

POLE

WITH

LIGHT

FIRE

PLUG

SIGN

WATER

STOP

VALVE

PA

LIN

GS

G

A

T

E

HORIZONTAL BOARDS


CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

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DR

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EW

AY

CO

NC

RE

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DR

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EW

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UM

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DR

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EW

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BITUMEN

FOOTPATH

GRASSED

GRASSEDSTRIP

HEDGE

X X

HEATHMONT ROAD

GARD

EN S

TREE

T

No.39 No.41

No.18

No.20

D1

D2

D3

D4E1

E2

E3

E4

E5

E6

T1

T2 T3 T4

CH

34

0.0

0

CH

33

6.4

8

CH

324.15

CH

32

9.7

4

CH

34

7.7

0

A1

00

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SET-OUT PLAN

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB D0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB E

KERB THOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

01COUNCIL COMMENTS

05.09.17

1

1

2

1

1

2

1

1

3

TELSTRA

PITS

TELSTRA PITS

TELSTRA

PIT

ELECTRICITY POLE

WITH LIGHT

FIRE

PLUG

SIGN

WATER

STOP

VALVE

P

A

L

I

N

G

S

BRICK

W

E

L

D

M

E

S

H

FIRE

HYDRANT

GAS & FUEL PIT

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

DR

IV

EW

AYB

IT

UM

EN

DR

IV

EW

AY

S

T

A

Y

W

I

R

E

FOOTPATH

F

O

O

T

P

A

T

H

CONCRETE

GRASSED

GRASSED

X

3.30

3.30

2.30

HEATHMONT ROAD

KITS

ON S

TREE

TNo.38

No.67A No.67B

Ex.150Ø Ex.150Ø

Ex.600Ø

Ex.60

0Ø

H1

H2

H3

H4

H5

H6

H7

I1

I2

I3

I4

I5

I6

CH

605.00

CH

640.00

CH

602.04

CH

626.22

1

1

9

1

2

0

120

121

121

ELECTRICITY

POLE

TELSTRA

PITS

TELSTRA

PIT

TELSTRA PITS

ELECTRICITY

POLE

WITH

LIGHT

FIRE

PLUG

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

PICKETS

P

I

C

K

E

T

S

G

A

T

E

BRICK

W

E

L

D

M

E

S

H

F

I

R

E

H

Y

D

R

A

N

T

TELSTRA

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CONCRETE

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CONCRETE

CROSSING

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

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R

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S

S

I

N

G

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

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DR

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EW

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CO

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TE

DR

IV

EW

AY

FOOTPATH

GRASSED

STRIP

(BELLE VUE AVENUE)

XX

BELL

E VU

E AV

ENUE

No.55 No.1/57

No.2

No.1

HEATHMONT ROAD

F1

F2

F3

F4

F5

F6

G1

G2

G3

G4

G5

CH

45

5.0

0

CH

45

8.25

CH

46

3.48

CH

484

.7

9

A1

00

00ORIGINAL ISSUE

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1:200 @ A1


1 10864202

1:400 @ A3

SET-OUT PLAN

1:200 @ A1


1 10864202

1:400 @ A3

SET-OUT PLAN

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB H

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB F 0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB G

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB I

01COUNCIL COMMENTS

05.09.17

TELSTRA

PITS

TELSTRA

PIT

ELECTRICITY

POLE

T

E

L

S

T

R

A

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

TELSTRA

PITS

ELECTRICITY

POLE

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

ELECTRICITY

POLE

WITH

LIGHT

ELECTRICITY

POLE WITH LIGHT

SIGN

SIGN

WATER

STOP

VALVE

P

I

C

K

E

T

S

PIC

KE

TS




FIRE

HYDRANT

TELSTRA

PILLAR

GRAVEL

CROSSING

CONCRETE

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C

O

N

C

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C

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S

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C

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C

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A

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S

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D

N

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U

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(BALFOUR AVENUE)

>>

>>

>>

E

x

.

2

2

5

Ø

E

x

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2

2

5

Ø

HEATHMONT ROAD

BALFOUR AVENUE

No.95 No.97

No.4

No.6

No.8

No.4

CH

850

.0

0

CH

860

.0

0

CH

90

0.00

CH

839

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2

CH

863

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2

CH

861

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2

CH

88

7.1

4

CH

89

2.58

1

1

9

1

1

9

1

1

9

1

1

9

120

1

2

0

1

2

1

1

2

1

TELSTRA

PITS

TELSTRA

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ELECTRICITY

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T

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L

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C

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T

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C

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S

I

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SIGN

SIGN

WATER

STOP

VALVE

P

I

C

K

E

T

S

PIC

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TELSTRA

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G

R

A

S

S

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D

N

A

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S

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STRIP

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(BALFOUR AVENUE)

>>

>>

>>

E

x

.

2

2

5

Ø

E

x

.

2

2

5

Ø

HEATHMONT ROAD

BALFOUR AVENUE

No.95 No.97

No.4

No.6

No.8

4.30 5.40

1.80

No.4

J1

J2

J3

J4

J5

J6

J7J8

J9

K1

K2

K3

K4

K5

K6

K7

3.86

4.40

3.00

5.701.104.501.10

5.85

5.37

3.00

R1

R2

R3

R4

R5

R6

R7R8

1

2

0

.

0

1

1

9

.

6

1

1

9

.

8

1

2

0

.

2

1

2

0

.

4

1

2

0

.

6

1

2

0

.

8

CH

850

.0

0

CH

860

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0

CH

90

0.00

CH

839

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2

CH

863

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2

CH

861

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2

CH

88

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89

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119.2

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2

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4

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6

1

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1

2

0

.

0



A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

INTERSECTION DETAIL

21853

C504

AC

AG

21853-C5.dwg

26 JULY 2017

AS SHOWN

REMOVE & DISPOSE EXISTING CONCRETE,ASPHALT AND CRUSHED ROCK

REMOVE & DISPOSE EXISTING KERB,CONCRETE AND ASPHALT PAVEMENT(RETAIN CRUSHED ROCK BASE WHERE POSSIBLE)

LEGENDSAWCUT

1:200 @ A1


1 10864202

1:400 @ A3

SET-OUT PLAN1:200 @ A1


1 10864202

1:400 @ A3

DEMOLITION PLAN

KERB J KERB K

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB RHOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

HOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

01COUNCIL COMMENTS

05.09.17

1

2

2

1

2

3

124

124

TELSTRA

TELSTRA

PIT

TE

LS

TR

A

PIT

S

TE

LS

TR

A

PIT

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LS

TR

A

PIT

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NC

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WITH

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A

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G

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ED

NA

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SE

W

ER

INS

PE

CT

IO

N

>>

>>

>>

EDNA STREET

No.105

No.107

No.48-No.48A

HEATHMONT ROAD

L1

L2

L3

L4

L5

L6

M1

M2

M3

M4

CH

1005.00

CH

986.22

CH

1000.84

CH

1007.16

1

2

4

1

2

5

1

2

5

126

TELSTRA

PITS

TELSTRA

PITS

ELECTRICITY

POLE


SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

G

A

T

E

GA

TE

S

T

O

N

E

R

E

T

A

I

N

I

N

G

W

A

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CO

NC

RE

TE

DR

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TOP

B

A

N

K

O

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PEG

FOUND

CONCRETE

STRIP

STRIP

GRASSED


X

EDIT

H ST

REET

No.117

No.58 No.60

No.115B

HEATHMONT ROAD

N1

N2

N3

N4

N5

N6

O1

O2

O3

O4

O5

CH

10

90

.00

CH

112

0.00

CH

10

94

.00

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

INTERSECTION DETAIL

21853

C505

AC

AG

21853-C5.dwg

26 JULY 2017

AS SHOWN

1:200 @ A1


1 10864202

1:400 @ A3

SET-OUT PLAN

1:200 @ A1


1 10864202

1:400 @ A3

SET-OUT PLAN

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB L

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB M

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB N

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB O

01COUNCIL COMMENTS

05.09.17

TELSTRA

PITS

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

TELSTRA

PITS

GAS

METER

ELECTRICITY

POLE WITH

LIGHT

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

WATER

STOP

VALVE

P

A

L

I

N

G

S

P

A

L

I

N

G

S

V

E

R

T

I

C

A

L

B

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A

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D

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A

L

B

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W

E

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D

M

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H

FIRE

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B

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C

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CONCRETE

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C

O

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R

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T

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C

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C

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G

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D

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I

V

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W

A

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OF

T

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OF

IN

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BANK

BANK

CH

AN

G

E

B

A

N

K

S

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A

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W

I

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E

FOOTPATH

STRIP

S

T

R

I

P

S

T

R

I

P

T

E

L

S

T

R

A

No.1

WAINUI AVENUE

No.121

No.78

No.3

HEATHMONT ROAD

CH

1275.00

1

2

2

1

2

3

124

1

2

4

1

2

5

TELSTRA

PITS

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

TELSTRA

PITS

GAS

METER

ELECTRICITY

POLE WITH

LIGHT

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

WATER

STOP

VALVE

P

A

L

I

N

G

S

P

A

L

I

N

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S

V

E

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P

S

T

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I

P

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L

S

T

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A

No.1

WAINUI AVENUE

No.121

No.78

No.3

HEATHMONT ROAD

5.10

1.80

P1

P2

P3

P4

P5

P6

Q1

Q2

Q3

Q4

Q5

Q6

Q7

Q8

Q9

Q10

Q11

Q12

Q13

S1

S2

S3

S4

S5

S6

S7

S8

1

2

2

.

0

1

2

3

.

0

1

2

1

.

6

1

2

1

.

8

1

2

2

.

2

1

2

2

.

6

1

2

2

.

8

1

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3

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2

CH

1275.00

1

2

2

.

4

SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA ANDGRADE TOWARD WAINUI AVE

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

INTERSECTION DETAIL

21853

C506

AC

AG

21853-C5.dwg

26 JULY 2017

AS SHOWN



LEGENDSAWCUT

1:200 @ A1


1 10864202

1:400 @ A3

SET-OUT PLAN1:200 @ A1


1 10864202

1:400 @ A3

DEMOLITION PLAN

0.3

HOR 1:100

VERT 1:10

0.1

1

0.10 0.2

0 1 2 3

0.4 0.5

4 5

@A1 @A3

VERT 1:20

HOR 1:200


KERB S

HOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

KERB P HOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

KERB Q

01COUNCIL COMMENTS

05.09.17

1

2

4

1

2

4

12

5

TE

LS

TR

A

PIT

B

ELE

CT

RIC

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X

X

>>

>>

>>

>>

>>

>>

No.109 No.111 No.113A

No.50 No.52No.54

No.111A

6.00

2.902.90

2.902.90

2.20

0.80

3.00

2.50

1.40

1.40

U1

U2

U3

U4

V1

V2

V3

V4

V5

V6

W1

W2

W3

W4

W5

W6

CH

10

51

.93

CH

1045.00

CH

1025.01

CH

1042.86

CH

1020.71

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

INTERSECTION DETAIL

21853

C507

AC

AG

21853-C5.dwg

26 JULY 2017

AS SHOWN



LEGENDSAWCUT


1:100 @A1

2 1 0 2 4

1:200 @A3

SET-OUT PLAN

HOR 1:200


1 10864202 HOR 1:400

1.00.80.60.40.200.2

VER 1:20

@A1

VER 1:40

@A3

KERB U

01COUNCIL COMMENTS

05.09.17

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

DRAINAGE LONGITUDINAL SECTIONS

21853

C601

AC

AG

21853-C6.dwg

26 JULY 2017

AS SHOWN

MODIFY EXISTING PIT

Ex225Ø

Ex225Ø


HOR 1:500 10 5 0 10 20 HOR 1:10001 0.5 0 1 2VER 1:50 VER 1:100

@A1 @A3

01COUNCIL COMMENTS

05.09.17

111.0

EX

T

100D

IA

300Ø

1 in 43.5

(34.488)

118.541

118.634

0.000

117.920

117.950

0.714

0.684

1

120.048

120.076

34.488

118.743

1.333

2

CHAINAGE

EXISTING SURFACE LEVEL

DESIGN SURFACE LEVEL

DESIGN INVERT LEVEL

DEPTH TO INVERT

GRADE

PIPE DIAMETER (mm)

(Reach Length)

DATUM 111.0

450Ø

1 in 150

(46.805)

118.946

119.006

0.000

118.120

118.120

0.886

0.886

3

450Ø

1 in 200

(14.177)

119.608

119.785

46.805

118.432

118.452

1.353

1.333

4

119.319

119.347

60.982

118.523

0.824

5

CONTRACTOR MUST PROVE TELSTRACONDUIT LEVEL PRIOR TO

COMMENCING DRAINAGE WORKS

CLASS 6 CLASS 6

FCR BACKFILLFCR BACKFILL

EX

T

APPROXIMATE LOCATION OF EXISTINGTELSTRA SERVICE. CONTRACTOR MUSTPROVE TELSTRA CONDUIT LEVEL PRIOR

TO COMMENCING DRAINAGE WORKS

104.0

450Ø

1 in 100

(10.679)

111.916

111.916

0.000

110.050

110.300

1.866

1.616

15

112.301

112.301

10.679

110.407

1.894

23

104.0

525Ø

1 in 100

(13.596)

111.916

111.916

0.000

110.250

110.050

110.250

1.666

1.866

1.666

15

112.190

112.190

13.596

110.386

1.804

24

Ex1200Ø Ex1200Ø

CONTRACTOR MUST VERIFY EXISTINGDRAIN LEVEL PRIOR TO COMMENCINGDRAINAGE WORKS

CONTRACTOR MUST VERIFY EXISTINGDRAIN LEVEL PRIOR TO COMMENCINGDRAINAGE WORKS

Ex150Ø Ex150Ø

FCR BACKFILL

CLASS 4 CLASS 2 CLASS 2

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®

Level 1, 260 Main Street Lilydale Vic. Australia 3140XX.09.17

HEATHMONT


HEATHMONT ROAD

PIT SCHEDULE

21853

C602

AC

AG

21853-C6.dwg

XX SEP 2017

AS SHOWN

NOTE: SETOUT COORDINATES ARE TO CENTRE OF PIT SETOUT LEVEL IS TO PIT COVER LEVEL STEP IRONS MUST BE INSTALLED IN ALL PITS DEEPER THAN 1.0m

GSEP = GRATED SIDE ENTRY PITJP = JUNCTION PITSEP = SIDE ENTRY PIT

PIT SCHEDULE

1

2

5

126

126

1

2

7

1

2

7

127

1

2

8

1

2

8

1

2

9

1

3

0

1

3

0

1

3

0

1

3

1

1

3

1

131

E

L

E

C

T

R

I

C

I

T

Y

P

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E

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L

S

T

R

A

P

I

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L

S

T

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A

P

I

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TELSTRA

PIT

TELSTRA

PIT

WATER

METER

TELSTRA

PIT

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

B

E

L

E

C

T

R

I

C

I

T

Y

P

O

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E

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I

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H

L

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L

E

W

I

T

H

L

I

G

H

T

ELECTRICITY

POLE

WITH

LIGHT

E

L

E

C

T

R

I

C

I

T

Y

P

I

T

FIRE

PLUG

S

I

G

N

S

I

G

N

S

I

G

N

SIGN

SIGN

SIGN

S

IG

N

WATER

STOP

VALVE

WATER

STOP

VALVE

W

A

T

E

R

S

T

O

P

V

A

L

V

E

P

A

L

I

N

G

S

PICKETS

PIC

KE

TS

PICKETS PICKETS

PICKETS

PICKETS

P

I

C

K

E

T

S

PALINGS

P

A

L

I

N

G

S

GATE

GATE

G

A

T

E

G

A

T

E

HORIZONTAL BOARDS

W

E

L

D

M

E

S

H


C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

DR

IV

EW

AY

CONCRETE

CROSSING

G

R

A

V

E

L

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

TOP

TOE

OF

OF BANK

BANK

C

O

N

C

R

E

T

E

STAYWIRE

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

FOOTPATH

FOOTPATHCONCRETE

CONCRETE

G

R

A

S

S

E

D

N

A

T

U

R

E

G

R

A

S

S

E

D

N

A

T

U

R

E

GRASSED

NATURE

STRIP

GRASSEDNATURE





GREAT RYRIE STREET

HEATHMONT ROAD

No.1/1No.3 No.5

No.7 No.9 No.11 No.13 No.15

No.2

No.3No.2A

INSTALL NEW CENTRE LINEPAVEMENT MARKING(100MM WIDE, 3m LINE, 9m GAP)

INSTALL SOLID PARKING LANEPAVEMENT MARKING(100MM WIDE)


INSTALL'NO-STANDING'

SIGN (R5-35)INSTALL'NO-STANDING'SIGN (R5-35L)

INSTALL'NO-STANDING'SIGN (R5-35R)

INSTALL'KEEP LEFT'SIGN (R2-3A)

8.00

REINSTATEDOUBLE HAZARD

MARKER SIGN

REPLACE'NO ENTRY' SIGN.

ANGLE SIGN TONORTHBOUND TRAFFIC

REINSTATE'STOP' SIGN

INSTALL'NO ENTRY' SIGN.ANGLE SIGN TOSOUTHBOUND TRAFFIC

#21

#3

#16

#1

#16

#21

#20

3.40

3.30

2.30

1

2

2

1

2

2

1

2

2

122

1

2

3

1

2

4

1

2

4

124

125

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PITS

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

PIT

ELECTRICITY

PIT

SIGN

PICKETS

PICKETS

PICKETS

PICKETS

PALINGSPALINGS

GATE

GATE

GATE

GATEGATE

BRICK



FIRE

HYDRANT

CONCRETE

CROSSINGCONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

GRAVEL

CROSSING

GR

AV

EL

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

PA

VE

D

DR

IV

EW

AY

TOE

TOP OF BANK

T

O

E

B

A

N

K

O

F

BANK

OF

FOOTPATHCONCRETE

CONCRETE

SEWER

INSPECTION

GRASSED

NATURE

STRIP

GRASSED

NATURE

STRIPSTRIP

SIGN



RESERVE

HEATHMONT ROAD

No.17 No.19 No.2/21 No.23 No.25 No.27No.29

No.5

No.7A

No.4 No.1/6No.1/8

No.10

No.1/21

No.15A

No.2/6

No.31

INSTALL NEW CENTRE LINEPAVEMENT MARKING

(100MM WIDE, 3m LINE, 9m GAP)

INSTALL SOLID PARKING LANEPAVEMENT MARKING

(100MM WIDE)

CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06


REMOVE REDUNDANTSLOW POINT SIGN

INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)



#30, 31

#30,313.30

3.30

2.30

A1

01

00 26.07.17

HEATHMONT


HEATHMONT ROAD

SIGNAGE & LINE MARKING PLAN

ORIGINAL ISSUE

21853

C701

DESIGN DEVELOPMENT

AC

AG

21853-C7.dwg

26 JULY 2017

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


AS SHOWN

MATC

HLIN

E A

MATC

HLIN

E B

MATC

HLIN

E A

1:200 @ A1


1 10864202

1:400 @ A3

LEGEND

01COUNCIL COMMENTS

05.09.17

3.00 9.00 3.00 9.00 3.00 9.00 3.00

24.00

Y Y CENTRE LINEY = YELLOW RRPM

B

HYDRANT MARKERB = BLUE RRPMNOTE:

RAISED REFLECTIVE ROAD MARKERS (BLUE RRPM HYDRANT MARKERS)AND WHITE REFLECTIVE TRIANGLE ROAD MARKERS TO BE INSTALLED INACCORDANCE WITH MFB GUIDELINE GL-29

120

121

121

1

2

1

1

2

1

1

2

1

1

2

2

122 1

2

2

122

122

123

1

2

3

123

1

2

3

TELSTRA

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TE

LS

TR

A

PIT

TE

LS

TR

A

PIT

TELSTRA

PITS

ELECTRICITY

POLE

TELSTRA

PIT

TELSTRA

PIT

CONCRETE

CROSSING

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE

WITH

LIGHT

ELECTRICITY

PIT

ELECTRICITY

PIT

ELECTRICITY

PIT

FIRE

PLUG

FIRE

PLUG

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

PICKETS

PICKETS

PICKETS

PA

LIN

GS

PA

LIN

GS

GATE

GATE

G

A

T

E

GATE

HORIZONTAL BOARDS

HORIZONTAL BOARDS




CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSINGCONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

GRAVEL

CROSSING

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

BIT

UM

EN

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

BITUMEN

BIT

UM

EN

DR

IV

EW

AY

PAVED

CROSSING

FOOTPATH

FOOTPATHCONCRETE

FOOTPATHCONCRETE

GRASSED

NATURE

STRIP

GRASSED NATURE

GRASSEDNATURE

STRIP

HEDGE

SEWER

INSPECTION

X X

HEATHMONT ROAD

GARD

EN S

TREE

T

No.31 No.33 No.35No.1/37 No.39 No.41 No.43 No.45 No.47

No.1/12 No.1/14 No.16 No.18

No.20 No.22 No.1/24

HEATHMONT ROAD




(100MM WIDE)




REMOVE EXISTING'STOP SIGN'

6.00



#30,31

#2

#30,313.25

3.25

2.30

116

1

1

7

1

1

7

1

1

8

1

1

8

1

1

9

1

1

9

1

2

0

120

1

2

1

1

2

1

1

2

1

121

121

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

TELSTRA

PITS

TELSTRA

PIT

TELSTRA PITS

E

L

E

C

T

R

I

C

I

T

Y

ELECTRICITY

POLE

TELSTRA

PIT

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

CONCRETE

CROSSING

ELECTRICITY

POLE WITH

LIGHT

ELECTRICITY

POLE

WITH

LIGHT

ELECTRICITY

PIT

FIRE

PLUG

SIGN

SIGN

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

PICKETSPICKETS

PICKETS

PICKETS

P

I

C

K

E

T

S

PALINGS

GATE

G

A

T

E

BRICK

BRICK

BRICK

HORIZONTAL BOARDS

WELDMESH

WELDMESH

W

E

L

D

M

E

S

H





STONE

RETAINING WALL

F

I

R

E

H

Y

D

R

A

N

T

TELSTRA

PILLAR

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

CONCRETE

CROSSING

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

STAYWIRE

S

T

A

Y

W

I

R

E

FOOTPATH

CONCRETE

FOOTPATH

CONCRETEFOOTPATH

GRASSED

NATURE

GRASSEDNATURE

GRASSED NATURESTRIP

STRIP

(BELLE VUE AVENUE)

(BELLE VUE AVENUE)

X XX

HEATHMONT ROAD

BELL

E VU

E AV

ENUE

No.1/49-51 No.5/49-51 No.53 No.55 No.1/57 No.1/59 No.61

No.26 No.26A

No.2

No.1 No.28 No.30

HEATHMONT ROADEx.225Ø




(100MM WIDE)



REMOVE EXISTING'STOP SIGN



7.20 4.00

REINSTATE50KM/H SPEED SIGN

(DOUBLE SIDED)




#50 #30,31

#30,31

#2

3.30

3.40

2.30

3.30

3.40

2.30

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

SIGNAGE & LINEMARKING PLAN

21853

C702

AC

AG

21853-C7.dwg

26 JULY 2017

AS SHOWN

MATC

HLIN

E B

MATC

HLIN

E C

MATC

HLIN

E C

MATC

HLIN

E D

1:200 @ A1


1 10864202

1:400 @ A3

LEGEND

01COUNCIL COMMENTS

05.09.17

3.00 9.00 3.00 9.00 3.00 9.00 3.00

24.00


B



1

1

2

1

1

2

1

1

3

1

1

3

1

1

3

1

1

4

1

1

4

1

1

4

1

1

4

1

1

5

1

1

5

1

1

5

1

1

6

116

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PITELECTRICITY

POLE

TELSTRA PITS

TELSTRA

PIT

ELECTRICITY

POLE

CONCRETE

CROSSING

CONCRETE

CROSSING

ELECTRICITY

POLE WITH LIGHT

ELECTRICITY POLE

WITH LIGHT

ELECTRICITY

POLE WITH

LIGHT

FIRE

PLUG

SIGN

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

P

A

L

I

N

G

S

GATE

GATE

GATE

BRICK

BRICK

BRICK

BRICK

BRICK

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

W

E

L

D

M

E

S

H


FIRE

HYDRANT

GAS & FUEL PIT

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

GR

AV

EL

DR

IV

EW

AY

GR

AV

EL

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

IV

E

W

A

Y

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

P

A

V

E

D

D

R

I

V

E

W

A

Y

BIT

UM

EN

DR

IV

EW

AY

S

T

A

Y

W

I

R

E

CONCRETE

CONCRETE

FOOTPATH

FOOTPATH

F

O

O

T

P

A

T

H

CONCRETE

FOOTPATH

STRIP

GRASSED

NATURE

GRASSED

NATURE

STRIP

HEDGE

X

HEATHMONT ROAD

KITS

ON S

TREE

T

No.63 No.65No.67

No.69No.71 No.73

No.32

No.1/34No.36

No.38 No.40 No.40A No.40B

No.40C

No.1/34

No.67A No.67B

HEATHMONT ROAD

Ex.150Ø Ex.150Ø

Ex.600Ø

Ex.12

00Ø

INSTALL NEW CENTRE LINEPAVEMENT MARKING(100MM WIDE, 3m LINE, 9m GAP)


(100MM WIDE)









#30,31

#2

#30,31 3.30

3.30

2.30

1

1

6

117

117

1

1

7

1

1

8

1

1

8

1

1

9

1

1

9

1

1

9

ELECTRICITY

POLE

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

TELSTRA

PIT

LIGHT

POLE

LIGHT

POLE

LIGHT

POLE

TELSTRA

PITS

TELSTRA

PIT

TELSTRA

PIT

ELECTRICITY

POLE

CONCRETE

CROSSING

ELECTRICITY

POLE WITH LIGHT

ELECTRICITY

PIT

ELECTRICITY

PIT

ELECTRICITY

PIT

ELECTRICITY

PIT

SIGN

SIGN

SIGN

SIGN

SIGN

WATER

STOP

VALVE

WATER

STOP

VALVE

PICKETS

PICKETS

PALINGS

PA

LIN

GS

GATE

GATE

GATE

GATE

GATE

GATE

GATE

BRICK

BRICK

HORIZONTAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VERTICAL BOARDS

VE

RT

IC

AL

B

OA

RD

S

VERTICAL BOARDS

VERTICAL BOARDS


FIRE

HYDRANT

FIRE

HYDRANT

CO

MM

UN

IC

AT

IO

N

PIT

S

RO

LL

OV

ER

C

ON

CR

ET

E K

ER

B

RO

LL

OV

ER

C

ON

CR

ET

E K

ER

B

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CONCRETE

CROSSING

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

C

O

N

C

R

E

T

E

D

R

I

V

E

W

A

Y

CO

NC

RE

TE

DR

IV

EW

AY

CO

NC

RE

TE

DR

IV

EW

AY

PA

VE

D

DR

IV

EW

AY

PAVED

AREA

CONCRETE

FOOTPATH

CONCRETE

FOOTPATH

CONCRETEFOOTPATH

CO

NC

RE

TE

FO

OT

PA

TH

STRIP

GRASSED

NATURE

GRASSED

NATURESTRIP

GRASSED

NATURE STRIP

STRIP

PEG

FOUND

(BALFOUR AVENUE)

HEATHMONT ROAD

CARB

ERY

PLAC

E

No.75 No.77 No.79 No.81 No.83No.1/85 No.1/87 No.1/89

No.42No.40D No.40E No.40F No.40G No.40H No.40I

No.42A

No.4

HEATHMONT ROAD




(100MM WIDE)


6.90

4.00

REINSTATEDOUBLE BLADE

STREET NAME SIGNREINSTATE

'NO STANDING' SIGN

REINSTATESPEED HUMP SIGNS

REINSTATESPEED HUMP SIGNS

#20

#30,31

#30,313.40

3.40

2.30

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C703

AC

AG

21853-C7.dwg

26 JULY 2017

AS SHOWN

MATC

HLIN

E D

MATC

HLIN

E E

MATC

HLIN

E E

MATC

HLIN

E F

1:200 @ A1


1 10864202

1:400 @ A3

LEGEND

01COUNCIL COMMENTS

05.09.17

3.00 9.00 3.00 9.00 3.00 9.00 3.00

24.00


B



1

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(BALFOUR AVENUE)

E

x

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2

2

5

Ø

E

x

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2

2

5

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HEATHMONT ROAD

BALFOUR AVENUE

No.1/91No.93 No.95

No.97 No.99 No.101 No.103

No.44

No.46

No.6No.8

4.30 5.40

1.80

No.4





INSTALL'NO-STANDING'SIGN (R5-35R)

4.20

4.50

REMOVE'PEDESTRIAN'

WARNING SIGN

REMOVE'PEDESTRIAN'

WARNING SIGN

REMOVE REDUNDANT'STOP' SIGN


SIGN (R5-35L)

INSTALL'GIVE WAY'

SIGN (R1-2A)

REMOVE REDUNDANT'STOP' SIGN

1.00

9.00

1.00

9.00

ADDITIONAL POSTSLEEVE FOR SIGN#20

#2

#21

#32,33

3.40

3.35

2.30

1

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3

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AN

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TELSTRA PITS

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X

X

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EDIT

H ST

REET

EDNA STREET

No.105

No.107

No.109 No.111 No.113A No.115A No.117

No.48-No.48A

No.50 No.52 No.54 No.56

No.58

No.60

No.111A No.113B No.115B

HEATHMONT ROAD

6.00

2.902.90

2.902.90

2.200.80

3.00

2.50

1.401.40





CONSTRUCT NEW TYPE A - HIGH VOLUME ROAD RAISEDPAVEMENT (WITH SCHOOL PEDESTRIAN CROSSING)

AND SIGNAGE, GENERALLY AS PER COUNCILSTANDARD SD-G04A AND SD-G06


SIGN (R5-35L)

INSTALL'NO-STANDING'SIGN (R5-35L)


SIGN (R5-35R)

INSTALL NEW DOUBLE BLADE SIGN: 'NO-STANDING' SIGN (R5-35R) TIMED 'NO STANDING' SIGN (R5-35L),

8.30-9.30AM, 3-4PM SCHOOL DAYS

INSTALL TIMED 'NO STANDING' SIGN(R5-35R), 8.30-9.30AM, 3-4PM SCHOOL DAYS

INSTALL HAZARDMARKER SIGN (D4-1-2A)



4.20

REMOVE'PEDESTRIAN'WARNING SIGN

REINSTATE'GIVE WAY' SIGN

REMOVE'PEDESTRIAN'

WARNING SIGN

REPLACE EXISTING'STOP SIGN WITH'GIVE WAY' SIGN

(R1-2A)

REMOVE'NO STANDING' SIGN

REINSTATE2P / 'NO STANDING' SIGN


REINSTATE'NO STANDING' SIGN

#2

#20

#21#4

#30,31

#21,22 #30,31

#20

#2

#21,41 #20

#21,413.35

3.35

2.30

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C704

AC

AG

21853-C7.dwg

26 JULY 2017

AS SHOWN

MATC

HLIN

E F

MATC

HLIN

E G

MATC

HLIN

E G

MATC

HLIN

E H

1:200 @ A1


1 10864202

1:400 @ A3

LEGEND

01COUNCIL COMMENTS

05.09.17

3.00 9.00 3.00 9.00 3.00 9.00 3.00

24.00


B



1

2

2

123

123

123

124

124

124

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POST & WIRE

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PEG

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NATURE

STRIP

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POLE WITH LIGHT

GRASSED

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RESERVE

No.121

No.62 No.64No.66

No.68 No.70 No.72 No.74

No.76

HEATHMONT ROADEXISTING CENTRE LINE

CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT

(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06

No.117

5.00



7.80

REMOVE'NO STANDING' SIGN

REINSTATE'NO STANDING' SIGN

REINSTATE2P SIGN

REINSTATE2P SIGN

#32,33

#30,31

#30,31#40

#XX

#40

#30,31

3.25

3.30

2.35

REMOVE'PEDESTRIAN'

WARNING SIGN

REMOVE'PEDESTRIAN'WARNING SIGN

121

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O

F

T

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P

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F

OF

IN

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B

A

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K

TO

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F

TOE

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TOP

CH

AN

G

E

BANK

HEDGE

GRADE

O

F

HEDGE

B

A

N

K

S

T

A

Y

W

I

R

E

FOOTPATH

CONCRETEFOOTPATH

CONCRETE

CONCRETE

FOOTPATH

STRIP

GRASSED NATURE

STRIP GRASSED

NATURE

N

A

T

U

R

E

S

T

R

I

P

N

A

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U

R

E

S

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S

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A

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I

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S

SIGN

No.1

WAINUI AVENUE

No.121

No.78No.80 No.82

No.84 No.86 No.88

No.121

HEATHMONT ROAD

5.10

1.80

LIMIT OF WORKS

MATCH EXISTING CENTRE LINEPAVEMENT MARKING

MATCH EXISTING PARKING LANEPAVEMENT MARKING


CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT

(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06


EXISTING'NO-STANDING' SIGN


RELOCATE BUS STOP APPROXIMATELY2m TO THE SOUTH TO ALLOW BUS TO

STOP CLEAR OF RAISED PAVEMENT




9.001.00

9.001.00

11.82

RELOCATE2P / 'NO STANDING' SIGN


EXISTING'NO-STANDING' SIGN

#30,31

#20,42

#2

#20,42

#30,31

#30,31

A1

01

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C705

AC

AG

21853-C7.dwg

26 JULY 2017

AS SHOWN

MATC

HLIN

E H

MATC

HLIN

E I

MATC

HLIN

E I

1:200 @ A1


1 10864202

1:400 @ A3

LEGEND

01COUNCIL COMMENTS

05.09.17

3.00 9.00 3.00 9.00 3.00 9.00 3.00

24.00


B



A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

SIGN SCHEDULE

21853

C706

AC

AG

21853-C7.dwg

XX SEP 2017

AS SHOWN

#3 R2-3A(L)

#4 D4-1-2(L)

SIGN SCHEDULE QUANTITY

#1 R1-1

#1 R1-2

#16 R2-4

#20 R5-35(L)

#21 R5-35(R)

#22 R5-36(L)

XX

#30 W5-10A

#31 W8-2A

#40 R5-2(LR)

#41 R5-2(L)

#42 R5-2(R)

#32 W6-3

#33 W8-22

#50 R4-1-50

QUANTITY

1

1

1

8

2

7

7

1

18

18

2

2

2

2

2

1

-3.26 % -4.14 % -4.9 % -5.52 % -4.86 % -6.11 % -6.12 %-6.02 %-8.59 % -5.73 % -4.55 % -6.95 %-9.17 % -6.38 % -5.98 % -4.87 % -4.31 % -2.54 % -2.11 % -2.61 % -1.44 % -1.2 %-1.19 % -1.93 %

DESIGN GRADING

HORIZONTAL GEOMETRY

0.00

0.00

0.030

129.90

129.93

2.61

2.61

0.030

129.82

129.85

6.40

6.33

0.030

129.66

129.69

10.00

9.91

0.030

129.49

129.52

10.40

10.33

0.030

129.47

129.50

20.00

19.92

0.032

128.93

128.97

21.10

21.02

0.030

128.88

128.91

27.80

27.70

0.030

128.55

128.58

30.00

29.91

0.030

128.42

128.45

36.94

36.85

0.030

127.99

128.02

39.52

39.45

0.030

127.83

127.86

40.00

39.94

0.037

127.80

127.84

41.73

41.67

0.060

127.67

127.73

44.19

44.13

0.030

127.49

127.52

50.00

49.91

0.039

127.15

127.19

57.06

56.98

0.030

126.75

126.78

59.48

59.41

0.060

126.61

126.67

60.00

59.93

0.054

126.58

126.64

62.04

61.95

0.030

126.46

126.49

62.95

62.85

0.030

126.38

126.41

70.00

69.91

0.030

125.93

125.96

75.23

75.13

0.030

125.60

125.63

79.80

79.73

0.030

125.32

125.35

80.00

79.92

0.033

125.31

125.34

90.00

89.92

0.031

124.83

124.86

93.09

93.01

0.030

124.68

124.71

98.73

98.63

0.030

124.43

124.46

100.00

99.94

0.030

124.40

124.43

105.51

105.39

0.030

124.26

124.29

110.00

109.89

0.030

124.17

124.20

112.38

112.27

0.030

124.12

124.15

117.37

117.33

0.030

123.99

124.02

120.00

119.91

0.030

123.95

123.98

130.00

129.91

0.030

123.81

123.84

130.34

130.26

0.030

123.80

123.83

134.46

134.36

0.030

123.75

123.78

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 122

KERB LIP EAST LONGITUDINAL SECTION

HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD

KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)

21853

C801

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-1.93 %-1.25 %-2.42 % -2.42 % -2.1 %-2.34 % -2.84 % -3.28 % -3.5 % -4 % -4.09 %-3.9 % -2.55 % -1.74 % -1.08 % 0.82 % 2.74 %2.76 % 2.32 % 2.44 % 3.07 % 4.29 % 3.88 % 1.56 % -0.28 % -1.73 %

DESIGN GRADING

HORIZONTAL GEOMETRY

141.01

140.92

0.040

123.62

123.66

143.59

143.50

0.060

123.56

123.62

145.08

144.99

0.055

123.53

123.59

150.00

149.91

0.037

123.43

123.47

152.05

151.97

0.030

123.39

123.42

152.06

151.99

0.030

123.39

123.42

156.32

156.25

0.030

123.29

123.32

160.00

159.94

0.029

123.19

123.21

166.69

166.61

0.030

122.99

123.02

170.00

169.92

0.029

122.89

122.92

171.20

171.11

0.030

122.85

122.88

177.44

177.37

0.030

122.63

122.66

180.00

179.93

0.030

122.53

122.56

184.94

184.87

0.030

122.33

122.36

184.95

184.91

0.030

122.33

122.36

189.45

189.41

0.030

122.15

122.18

190.00

189.88

0.027

122.14

122.17

195.86

195.83

0.030

121.99

122.02

200.00

199.96

0.036

121.91

121.95

204.71

204.64

0.030

121.83

121.86

210.00

209.89

0.034

121.77

121.81

210.44

210.33

0.030

121.77

121.80

212.56

212.47

0.030

121.79

121.82

216.20

216.10

0.030

121.89

121.92

216.20

216.10

0.030

121.89

121.92

220.00

219.95

0.033

121.98

122.01

223.95

223.90

0.030

122.07

122.10

223.95

223.89

0.030

122.07

122.10

229.81

229.75

0.030

122.25

122.28

230.00

229.89

0.030

122.26

122.29

234.86

234.82

0.030

122.47

122.50

240.00

239.93

0.030

122.67

122.70

243.20

243.13

0.030

122.79

122.82

250.00

249.92

0.030

122.90

122.93

256.08

255.99

0.030

122.99

123.02

260.00

259.91

0.033

122.98

123.01

270.00

269.92

0.033

122.95

122.98

271.46

271.38

0.030

122.95

122.98

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 120


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C802

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-1.73 % -1.96 % -1.64 % -2.88 % -2.44 % -2.48 % -2.42 % -3.9 % -2.04 % -2.26 % -1.52 % -2.19 % -1.97 % -1.1 % -0.94 % -0.2 % -0.47 % -0.41 % -1.2 %

DESIGN GRADING

HORIZONTAL GEOMETRY

284.12

284.04

0.030

122.73

122.76

290.00

289.90

0.035

122.61

122.64

292.27

292.18

0.030

122.57

122.60

294.93

294.85

0.060

122.50

122.56

300.00

299.94

0.051

122.36

122.41

307.64

307.58

0.030

122.16

122.19

310.00

309.92

0.035

122.10

122.13

315.28

315.20

0.030

121.97

122.00

320.00

319.92

0.033

121.85

121.89

321.76

321.55

0.030

121.81

121.84

326.53

326.41

0.030

121.70

121.73

327.74

327.75

0.030

121.65

121.68

330.00

329.90

0.028

121.61

121.63

331.37

331.27

0.030

121.58

121.61

333.78

333.74

0.030

121.52

121.55

337.06

337.01

0.030

121.47

121.50

340.00

339.91

0.034

121.40

121.44

345.37

345.27

0.030

121.29

121.32

345.37

345.31

0.030

121.29

121.32

350.00

349.94

0.032

121.24

121.27

360.00

359.92

0.030

121.13

121.16

362.35

362.27

0.030

121.10

121.13

370.00

369.93

0.031

121.03

121.06

372.01

371.93

0.030

121.01

121.04

377.76

377.65

0.030

121.00

121.03

380.00

379.90

0.030

120.99

121.02

382.18

382.12

0.030

120.98

121.01

390.00

389.94

0.054

120.93

120.98

400.00

399.92

0.063

120.87

120.94

410.00

409.92

0.082

120.81

120.90

418.18

418.16

0.080

120.78

120.86

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 119


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C803

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-1.2 % -1.11 % -0.65 % -1.25 % 0 % -2.66 % -2.86 % -3.98 % -2.71 %-5.89 % -4.27 % -5.79 % -5.2 % -5.22 % -6.51 % -5.42 %-8.57 %-7.4 % -6.42 % -6.05 % -6.37 % -7.1 % -6 % -5.26 % -7.9 % -7.14 % -6.61 %

DESIGN GRADING

HORIZONTAL GEOMETRY

422.54

422.46

0.077

120.73

120.81

430.00

429.92

0.063

120.66

120.73

438.80

438.71

0.030

120.60

120.63

438.80

438.72

0.030

120.60

120.63

440.00

439.92

0.030

120.59

120.62

450.00

449.92

0.030

120.46

120.49

455.15

455.08

0.030

120.40

120.43

460.00

459.90

0.034

120.26

120.30

467.42

467.38

0.030

120.07

120.10

470.00

469.96

0.037

119.99

120.03

474.41

474.32

0.030

119.87

119.90

479.25

479.16

0.030

119.68

119.71

480.00

479.91

0.030

119.66

119.69

481.17

481.08

0.030

119.63

119.66

483.76

483.69

0.030

119.47

119.50

490.00

489.92

0.037

119.20

119.24

496.74

496.67

0.070

118.88

118.95

500.00

499.94

0.052

118.71

118.76

503.36

503.30

0.030

118.53

118.56

510.00

509.90

0.030

118.19

118.22

510.27

510.17

0.030

118.18

118.21

514.66

514.56

0.030

117.95

117.98

520.00

519.96

0.030

117.60

117.63

520.61

520.57

0.030

117.56

117.59

523.03

522.91

0.060

117.40

117.46

524.07

523.95

0.040

117.33

117.37

525.62

525.60

0.030

117.22

117.25

529.27

529.15

0.030

116.99

117.02

530.00

529.89

0.040

116.93

116.98

533.42

533.31

0.030

116.74

116.77

536.36

536.26

0.030

116.55

116.58

540.00

540.01

0.030

116.29

116.32

541.48

541.49

0.030

116.19

116.22

544.01

544.03

0.030

116.04

116.07

546.39

546.41

0.060

115.88

115.94

548.62

548.64

0.030

115.73

115.76

550.00

550.00

0.030

115.64

115.67

551.27

551.26

0.030

115.55

115.58

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 114


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C804

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-6.61 % -6.56 % -5.46 % -5.47 % -6.75 % -5.56 % -5.4 % -4.11 %-3.25 % -3.38 % -2.65 % -3.1 % 1.17 % 1.71 % 1.91 % 2.67 % 3.56 % 4.16 % 5.75 % 6.03 % 6.14 % 5.94 % 5.78 % 5.27 % 6.87 % 4.75 % 4.32 %

DESIGN GRADING

HORIZONTAL GEOMETRY

566.25

566.23

0.030

114.56

114.59

570.00

569.99

0.032

114.31

114.34

575.92

575.91

0.030

113.92

113.95

580.00

580.00

0.030

113.70

113.73

581.33

581.34

0.030

113.63

113.66

581.33

581.34

0.030

113.63

113.66

586.53

586.54

0.030

113.28

113.31

590.00

590.01

0.030

113.08

113.11

594.35

594.36

0.030

112.84

112.87

599.54

599.55

0.030

112.56

112.59

600.00

600.00

0.030

112.54

112.57

601.98

601.98

0.030

112.46

112.49

604.13

604.13

0.030

112.39

112.42

608.71

608.70

0.030

112.24

112.27

610.00

610.03

0.035

112.20

112.23

614.76

614.79

0.030

112.07

112.10

618.97

618.83

0.030

111.94

111.97

620.00

620.08

0.002

111.98

111.99

623.09

623.17

0.030

111.99

112.02

630.00

629.99

0.031

112.11

112.14

632.51

632.51

0.030

112.15

112.18

638.70

638.70

0.030

112.27

112.30

638.71

638.71

0.030

112.27

112.30

640.00

640.00

0.035

112.31

112.35

646.47

646.46

0.030

112.55

112.58

650.00

649.97

0.030

112.69

112.72

650.85

650.82

0.030

112.73

112.76

658.73

658.75

0.030

113.18

113.21

660.00

660.03

0.030

113.26

113.29

663.45

663.39

0.030

113.47

113.50

670.00

670.03

0.032

113.87

113.90

671.16

671.13

0.030

113.94

113.97

675.15

675.17

0.030

114.18

114.21

680.00

680.02

0.030

114.46

114.49

680.20

680.23

0.030

114.47

114.50

689.13

689.09

0.030

114.94

114.97

689.13

689.16

0.030

114.94

114.97

690.00

690.03

0.030

114.98

115.01

695.68

695.71

0.030

115.25

115.28

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 111


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C805

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

4.32 % 4.53 % 3.3 % 3.26 %2.9 % 3.07 % 2.02 % 2.69 %2.43 % 2.12 % 2.08 % 11.56 % 2.14 % 0 %-4.3 %-1.58 % 2.06 % 3.77 % 1.24 % 2.28 % 2.25 %3.64 % 1.99 % 2.49 % 3.78 %2.75 %

DESIGN GRADING

HORIZONTAL GEOMETRY

703.64

703.65

0.030

115.60

115.63

710.00

709.96

0.030

115.88

115.91

710.77

710.73

0.030

115.92

115.95

719.24

719.26

0.030

116.20

116.23

719.25

719.26

0.030

116.20

116.23

720.00

719.98

0.031

116.22

116.25

727.43

727.43

0.030

116.45

116.48

730.00

730.00

0.032

116.50

116.53

735.28

735.17

0.030

116.61

116.64

739.70

739.59

0.030

116.73

116.76

739.71

739.75

0.030

116.73

116.76

740.00

740.04

0.030

116.73

116.76

750.00

750.01

0.033

116.94

116.98

755.12

755.13

0.030

117.05

117.08

760.00

759.96

0.037

117.15

117.19

770.00

769.95

0.040

117.35

117.39

773.23

773.18

0.030

117.43

117.46

774.62

774.57

0.030

117.59

117.62

780.00

779.93

0.034

117.70

117.74

790.00

789.93

0.040

117.91

117.95

794.06

794.00

0.030

118.01

118.04

794.12

794.06

0.030

118.01

118.04

796.92

796.86

0.030

117.96

117.99

800.00

799.94

0.031

118.02

118.05

803.93

803.87

0.030

118.11

118.14

806.18

806.10

0.060

118.16

118.22

808.72

808.64

0.030

118.22

118.25

810.00

809.98

0.030

118.25

118.28

820.00

819.95

0.029

118.48

118.51

824.51

824.45

0.030

118.58

118.61

824.51

824.45

0.030

118.58

118.61

827.16

827.09

0.060

118.65

118.71

830.00

829.93

0.046

118.72

118.77

833.10

833.04

0.030

118.80

118.83

836.48

836.34

0.030

118.88

118.91

838.65

838.79

0.030

118.96

118.99

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 114


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C806

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

2.75 % 3.46 % 3.76 %2.75 %1.3 %-0.33 %3.71 %4.28 % 3.65 % 3.57 % 1.76 % 3.64 % 4.27 % 3.82 % 2.94 % 4.01 % 3.37 % 2.87 % 1.86 % 1.52 % 1.51 % 1.97 %

DESIGN GRADING

HORIZONTAL GEOMETRY

844.24

844.15

0.030

119.12

119.15

850.00

849.93

0.031

119.32

119.35

854.84

854.77

0.030

119.48

119.51

854.84

854.78

0.030

119.48

119.51

856.50

856.43

0.030

119.53

119.56

858.22

858.15

0.030

119.55

119.58

858.22

858.15

0.030

119.55

119.58

858.23

858.16

0.030

119.55

119.58

858.23

858.16

0.030

119.55

119.58

860.00

859.93

0.035

119.61

119.65

864.54

864.52

0.030

119.78

119.81

869.14

869.12

0.030

119.95

119.98

870.00

869.98

0.028

119.96

119.99

871.91

871.89

0.030

120.00

120.03

880.00

879.94

0.039

120.28

120.32

881.12

881.06

0.030

120.33

120.36

887.22

887.14

0.080

120.54

120.62

890.00

889.91

0.081

120.65

120.73

892.69

892.58

0.080

120.75

120.83

897.91

897.87

0.030

120.95

120.98

900.00

899.92

0.030

121.04

121.07

910.00

909.92

0.030

121.44

121.47

910.76

910.68

0.030

121.47

121.50

920.00

919.96

0.034

121.78

121.81

930.00

929.90

0.031

122.12

122.15

930.18

930.14

0.030

122.12

122.15

940.00

939.95

0.031

122.40

122.43

947.17

947.11

0.030

122.61

122.64

950.00

949.93

0.030

122.66

122.69

957.27

957.18

0.030

122.80

122.83

960.00

959.92

0.030

122.84

122.87

963.66

963.74

0.030

122.90

122.93

970.00

970.07

0.030

122.99

123.02

974.52

974.59

0.030

123.06

123.09

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 118


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C807

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

1.97 % 2.16 % 1.29 % 2.18 % 1.76 % 1.79 % 2.02 % 2.09 % 2.17 % 2.41 % 2.15 % 3.59 %1.21 % 1.74 % 1.08 % -0.27 % -0.8 % -0.92 % -0.79 %

DESIGN GRADING

HORIZONTAL GEOMETRY

980.75

981.22

0.030

123.18

123.21

985.75

986.22

0.060

123.26

123.32

990.00

990.48

0.048

123.33

123.37

996.84

997.32

0.030

123.43

123.46

1000.00

1000.47

0.037

123.49

123.53

1003.74

1004.08

0.030

123.58

123.61

1003.75

1004.10

0.030

123.58

123.61

1010.00

1010.47

0.036

123.69

123.72

1011.94

1012.41

0.030

123.73

123.76

1017.14

1017.61

0.030

123.83

123.86

1017.16

1017.64

0.030

123.84

123.87

1020.00

1020.48

0.038

123.89

123.93

1025.92

1026.33

0.030

124.03

124.06

1030.00

1030.41

0.025

124.13

124.15

1039.16

1039.57

0.030

124.34

124.37

1040.00

1040.41

0.031

124.36

124.39

1050.00

1050.05

0.030

124.58

124.61

1050.01

1050.06

0.030

124.58

124.61

1052.00

1051.93

0.060

124.62

124.68

1054.40

1054.34

0.040

124.67

124.71

1060.00

1059.94

0.047

124.76

124.81

1066.30

1066.23

0.050

124.87

124.92

1070.00

1069.94

0.034

124.92

124.96

1080.00

1079.93

0.056

125.01

125.06

1080.54

1080.47

0.060

125.01

125.07

1090.00

1089.92

0.049

125.00

125.04

1094.06

1094.00

0.050

124.98

125.03

1098.60

1098.53

0.030

124.97

125.00

1100.00

1099.93

0.054

124.93

124.98

1110.00

1109.93

0.030

124.86

124.89

1111.39

1111.32

0.030

124.85

124.88

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 122


HOR 1 : 200

VER 1 : 20

-0.79 % -1.38 %

DESIGN GRADING

HORIZONTAL GEOMETRY

1125.14

1125.07

0.079

124.69

124.77

1130.00

1129.93

0.069

124.63

124.70

1136.30

1136.24

0.000

124.62

124.62

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 123


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C808

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-5.85 % -5.9 % -5.93 % -5.94 % -5.96 % -6.03 % -6.07 % -5.6 % -4.2 % -2.96 % -2.21 % -2.12 % -1.53 % -1.51 % -1.69 % -2.21 % -2.52 %-3.31 %

DESIGN GRADING

HORIZONTAL GEOMETRY

0.00

17.23

0.030

128.83

128.86

10.00

27.23

0.030

128.24

128.27

20.00

37.23

0.030

127.65

127.68

30.00

47.23

0.030

127.06

127.09

35.19

52.42

0.030

126.75

126.78

40.00

57.24

0.030

126.47

126.50

50.00

67.24

0.030

125.86

125.89

60.00

77.24

0.030

125.26

125.29

70.00

87.24

0.030

124.70

124.73

80.00

97.24

0.030

124.28

124.31

89.90

107.14

0.030

123.98

124.01

90.00

107.24

0.030

123.98

124.01

100.00

117.24

0.030

123.77

123.80

110.00

127.24

0.030

123.62

123.65

120.00

137.24

0.030

123.47

123.50

130.00

147.24

0.030

123.30

123.33

135.78

153.02

0.030

123.17

123.20

140.00

157.24

0.030

123.06

123.09

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 122

KERB LIP WEST LONGITUDINAL SECTION

HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

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HEATHMONT


HEATHMONT ROAD

KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)

21853

C809

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-2.52 % -3.31 % -3.7 % -3.37 % -3.41 % -2.58 % -2.22 % 1.21 % 2.97 % 3.54 % 3.77 % 1.81 % -0.52 % -1.35 % -1.84 % -2.5 % -2.01 %

DESIGN GRADING

L= 3m VC L= 10m VC L= 5m VC L= 5m VC

HORIZONTAL GEOMETRY

140.00

157.24

0.030

123.06

123.09

150.00

167.24

0.030

122.73

122.76

160.00

177.24

0.030

122.36

122.39

170.00

187.24

0.030

122.03

122.06

172.65

189.89

0.030

121.94

121.97

180.00

197.23

0.030

121.75

121.78

190.00

207.23

0.043

121.52

121.57

200.00

217.23

0.052

121.64

121.70

210.00

227.23

0.030

121.94

121.97

220.00

237.26

0.030

122.30

122.33

230.00

247.26

0.040

122.59

122.63

240.00

257.26

0.028

122.74

122.77

250.00

267.26

0.030

122.69

122.72

260.00

277.26

0.031

122.56

122.59

263.73

280.99

0.030

122.51

122.54

270.00

287.20

0.030

122.39

122.42

280.00

297.20

0.030

122.14

122.17

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 121


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C810

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-2.5 % -2.01 % -2.21 % -2.09 % -3.5 % -2.32 % -1.65 % -1.61 % -0.76 % -0.26 % -0.37 % -0.47 % -0.66 % -0.88 %-1.27 %

DESIGN GRADING

L= 5m VC

HORIZONTAL GEOMETRY

280.00

297.20

0.030

122.14

122.17

290.00

307.20

0.030

121.94

121.97

298.85

316.08

0.030

121.74

121.77

300.00

317.24

0.027

121.72

121.75

310.00

327.24

0.024

121.51

121.53

318.13

335.38

0.030

121.23

121.26

320.00

337.22

0.030

121.19

121.22

330.00

347.24

0.030

121.02

121.05

340.00

357.24

0.030

120.86

120.89

350.00

367.24

0.030

120.79

120.82

360.00

377.26

0.056

120.74

120.79

370.00

387.26

0.030

120.74

120.77

376.70

393.96

0.006

120.74

120.75

380.00

397.26

0.006

120.73

120.74

390.00

407.26

0.030

120.67

120.70

400.00

417.24

0.033

120.62

120.65

410.00

427.24

0.030

120.58

120.61

416.37

433.61

0.030

120.53

120.56

420.00

437.24

0.030

120.50

120.53

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 120


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C811

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-0.88 % -1.27 % -1.53 % -2.67 % -3.77 % -4.76 % -3.95 % -5.41 % -4.97 % -5.38 % -5.81 % -6.55 % -6.31 % -6.34 % -6.48 % -6.76 % -6.61 % -6.68 % -6.27 %

DESIGN GRADING

HORIZONTAL GEOMETRY

420.00

437.24

0.030

120.50

120.53

430.00

447.20

0.030

120.38

120.41

440.00

457.20

0.030

120.22

120.25

450.00

467.22

0.030

119.96

119.99

457.92

475.21

0.027

119.75

119.77

460.00

477.29

0.030

119.67

119.70

466.39

483.68

0.011

119.44

119.45

470.00

487.29

0.030

119.25

119.28

472.13

489.43

0.030

119.15

119.18

475.24

492.43

0.030

119.03

119.06

480.00

497.22

0.028

118.77

118.80

482.10

499.33

0.030

118.66

118.69

486.22

503.45

0.030

118.45

118.48

490.00

507.21

0.030

118.25

118.28

492.53

509.74

0.030

118.11

118.14

497.67

514.91

0.030

117.81

117.84

500.00

517.24

0.029

117.66

117.69

510.00

527.19

0.027

117.01

117.04

512.46

529.66

0.030

116.85

116.88

517.36

534.59

0.030

116.54

116.57

520.00

537.26

0.030

116.37

116.40

521.29

538.55

0.030

116.29

116.32

530.00

547.20

0.030

115.72

115.75

540.00

557.18

0.030

115.05

115.08

550.00

567.19

0.030

114.39

114.42

558.02

575.21

0.030

113.85

113.88

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 113


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C812

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-6.27 % -6.4 % -4.94 % -4.04 % -3.76 % -5.67 %-5.35 % -2.71 % 0.98 % 1.04 % 2.38 % 2.99 % 4.2 % 5.52 % 6.54 % 5.84 % 4.92 % 3.96 % 3.19 % 3.23 %

DESIGN GRADING

L= 8m VC

HORIZONTAL GEOMETRY

562.75

579.93

0.030

113.55

113.58

570.00

587.20

0.030

113.09

113.12

572.05

589.25

0.030

112.96

112.99

576.91

594.09

0.030

112.72

112.75

580.00

597.20

0.030

112.59

112.62

586.37

603.57

0.030

112.35

112.38

590.00

607.14

0.030

112.15

112.18

591.23

608.37

0.030

112.08

112.11

600.00

617.19

0.033

111.95

111.98

610.00

627.19

0.030

112.04

112.07

614.65

631.84

0.030

112.09

112.12

620.00

637.19

0.030

112.22

112.25

629.46

646.66

0.030

112.50

112.53

630.00

647.20

0.030

112.53

112.56

635.28

652.48

0.030

112.75

112.78

640.00

657.21

0.030

113.01

113.04

646.18

663.39

0.030

113.35

113.38

650.00

667.20

0.030

113.60

113.63

658.17

675.38

0.030

114.13

114.16

660.00

677.19

0.030

114.24

114.27

662.84

680.03

0.030

114.41

114.44

670.00

687.19

0.025

114.76

114.79

677.46

694.65

0.030

115.13

115.16

680.00

697.20

0.030

115.23

115.26

690.00

707.20

0.030

115.62

115.65

692.02

709.22

0.030

115.70

115.73

700.00

717.19

0.030

115.96

115.99

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 111


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C813

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

3.19 % 3.23 % 2.51 % 1.73 % 1.83 % 2.03 % 2.05 % 1.74 % 5.28 % 2.77 % 0.24 % -4.71 % 1.54 % 2.34 % 2.76 % 2.34 % 2.99 % 5.03 % 3.59 %

DESIGN GRADING

L= 5m VC L= 5m VC

HORIZONTAL GEOMETRY

700.00

717.19

0.030

115.96

115.99

710.00

727.19

0.031

116.28

116.31

710.35

727.54

0.030

116.29

116.32

716.94

734.13

0.030

116.46

116.49

720.00

737.22

0.030

116.51

116.54

722.41

739.63

0.030

116.55

116.58

730.00

747.21

0.030

116.69

116.72

740.00

757.21

0.030

116.89

116.92

742.66

759.87

0.030

116.95

116.98

750.00

767.23

0.030

117.10

117.13

755.05

772.28

0.030

117.18

117.21

760.00

777.23

0.030

117.45

117.48

770.00

787.23

0.030

117.72

117.75

777.09

794.32

0.030

117.74

117.77

777.75

795.05

0.030

117.71

117.74

780.00

797.26

0.035

117.74

117.77

785.00

802.21

0.030

117.82

117.85

790.00

807.23

0.031

117.94

117.97

796.94

814.17

0.030

118.10

118.13

800.00

817.22

0.030

118.19

118.22

802.59

819.81

0.030

118.26

118.29

810.00

827.23

0.030

118.43

118.46

820.00

837.23

0.030

118.66

118.69

820.09

837.32

0.030

118.67

118.70

830.00

847.23

0.043

118.96

119.01

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 115


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C814

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

3.59 % 2.93 % 3.72 % 3.44 % 3.36 % 3.33 % 3.33 % 2.73 % 1.93 % 1.32 % 1.33 % 1.59 % 0.02 % 1.28 %

DESIGN GRADING

L= 5m VC

HORIZONTAL GEOMETRY

850.00

867.23

0.030

119.76

119.79

855.82

873.05

0.030

119.93

119.96

860.00

877.23

0.032

120.09

120.12

870.00

887.23

0.030

120.46

120.49

880.00

897.24

0.029

120.80

120.83

880.02

897.25

0.030

120.80

120.83

890.00

907.23

0.030

121.14

121.17

900.00

917.23

0.028

121.47

121.50

910.00

927.23

0.030

121.80

121.83

920.00

937.23

0.030

122.14

122.17

930.00

947.23

0.030

122.41

122.44

940.00

957.23

0.030

122.60

122.63

950.00

967.23

0.030

122.74

122.77

959.36

976.59

0.030

122.86

122.89

960.00

976.90

0.006

122.90

122.90

970.00

986.90

0.030

123.03

123.06

977.94

994.84

0.030

123.03

123.06

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 119


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C815

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

1.28 % 2.71 % 2.13 % 2.64 % 2.62 % 2.33 % 1.66 % 1.84 % 1.84 % 0.9 % 0.56 % 0.3 % -0.01 % 0.54 % -0.39 % -2.41 % -0.45 % -1.02 % -1.15 % -1.26 %

DESIGN GRADING

L= 5m VC

HORIZONTAL GEOMETRY

986.26

1003.14

0.030

123.21

123.24

990.00

1006.90

0.030

123.29

123.32

1000.00

1016.90

0.030

123.50

123.53

1003.65

1020.55

0.030

123.58

123.61

1010.00

1026.90

0.030

123.75

123.78

1020.00

1036.94

0.032

124.01

124.04

1021.35

1038.28

0.030

124.04

124.07

1027.42

1044.51

0.030

124.18

124.21

1030.00

1047.12

0.030

124.23

124.26

1030.98

1048.10

0.030

124.24

124.27

1040.00

1057.21

0.030

124.41

124.44

1047.11

1064.32

0.030

124.54

124.57

1050.00

1067.19

0.030

124.57

124.60

1052.38

1069.57

0.030

124.59

124.62

1060.00

1077.21

0.030

124.63

124.66

1070.00

1087.21

0.030

124.66

124.69

1073.13

1090.35

0.030

124.66

124.69

1080.00

1097.23

0.030

124.70

124.73

1087.55

1104.78

0.034

124.66

124.70

1090.00

1107.23

0.044

124.59

124.64

1091.42

1108.65

0.030

124.57

124.60

1094.54

1111.54

0.007

124.58

124.59

1100.00

1117.21

0.014

124.52

124.53

1106.77

1123.98

0.030

124.44

124.47

1110.00

1127.21

0.039

124.39

124.43

1115.21

1132.42

0.030

124.34

124.37

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 122


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C816

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

-1.26 % -1.44 % -1.75 % -2.5 % -2.35 % -3.19 % -2.45 % -1.93 % -2.33 % -1.68 % -1.5 % -0.75 % -0.42 % -0.36 % 0.27 % 0.65 % 1.01 %

DESIGN GRADING

HORIZONTAL GEOMETRY

1121.49

1138.65

0.030

124.26

124.29

1127.06

1144.28

0.030

124.18

124.21

1130.00

1147.20

0.032

124.13

124.16

1140.00

1157.20

0.030

123.95

123.98

1140.33

1157.54

0.030

123.95

123.98

1150.00

1167.20

0.030

123.71

123.74

1160.00

1177.20

0.034

123.47

123.50

1162.03

1179.23

0.030

123.42

123.45

1168.68

1185.89

0.030

123.21

123.24

1170.00

1187.19

0.030

123.18

123.21

1171.02

1188.21

0.030

123.15

123.18

1177.38

1194.57

0.030

123.03

123.06

1180.00

1197.22

0.033

122.97

123.00

1187.26

1204.48

0.030

122.80

122.83

1190.00

1207.19

0.030

122.75

122.78

1200.00

1217.20

0.030

122.59

122.62

1209.28

1226.48

0.030

122.45

122.48

1210.00

1227.20

0.029

122.44

122.47

1218.00

1235.21

0.030

122.38

122.41

1220.00

1237.21

0.030

122.37

122.40

1222.92

1240.13

0.030

122.36

122.39

1230.00

1247.20

0.030

122.34

122.37

1231.75

1248.98

0.030

122.34

122.37

1240.00

1257.22

0.029

122.39

122.42

1242.33

1259.55

0.030

122.41

122.44

1250.00

1267.20

0.023

122.49

122.52

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 121


HOR 1 : 200

VER 1 : 20

1.01 %

DESIGN GRADING

HORIZONTAL GEOMETRY

1261.83

1279.10

0.000

122.64

122.64

CHAINAGE

(KERB)

CHAINAGE

(DESIGN CL)

DEPTH

EXISTING SURFACE

DESIGN CENTRELINE

DATUM 122


HOR 1 : 200

VER 1 : 20

A1

00

00ORIGINAL ISSUE

DESIGN DEVELOPMENT

AHD

Quality

Management

System

ISO 9001

trust-mark.com ®


HEATHMONT


HEATHMONT ROAD


21853

C817

AC

AG

21853-C8.dwg

5 SEP 2017

AS SHOWN

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SHEET 205 SHEET 205 HEATHMONT ROAD GREAT RYRIE … · 2017. 9. 15. · A1 01 00 ORIGINAL ISSUE DESIGN DEVELOPMENT AHD trust-mark.com Quality Management System ISO 9001 26.07.17 Level