SURVEYINFORMATION

SURVEYED BY:TOTAL SURVEYING SOLUTIONS

DATUM: A.H.D.ORIGIN OF LEVELS: SSM83806 RL180.995

LAST SAVED BY:MSTIMOVA

01 ISSUED FOR CONSTRUCTION CERTIFICATE KR IA 06.09.2019

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE

Surveyor

DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Level 5,

79 Victoria Avenue

Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au® 0218380_CC_EX000

RAISED PEDESTRIAN CROSSING PROJECTMYRA STREET, WAHROONGA NSW

COVER SHEET, DRAWING SCHEDULE,NOTES AND LOCALITY SKETCH

J.Knight I.Ahmed

A.Francis A.Francis

AUG 2019

NTS

ADCO CONSTRUCTION PTY LTD

TOTAL SURVEYING SOLUTIONS

DRAWING SCHEDULE18380_CC_EX000 COVER SHEET, DRAWING SCHEDULE, NOTES AND LOCALITY SKETCH

18380_CC_EX100 GENERAL ARRANGEMENT PLAN

18380_CC_EX110 RAISED PEDESTRIAN CROSSING PLAN

18380_CC_EX111 RAISED PEDESTRIAN CROSSING DETAILS AND SECTIONS

18380_CC_EX610 LINEMARKING AND SIGNPOSTING PLAN

RAISED PEDESTRIAN CROSSING PROJECTMYRA STREET, WAHROONGA, NSW

CIVIL ENGINEERING WORKSGENERAL NOTES:1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH HORNSBY SHIRE COUNCIL'S

SPECIFICATION. CONTRACTOR TO OBTAIN AND RETAIN A COPY ON SITE DURING THECOURSE OF THE WORKS.

2. ALL NEW WORKS ARE TO MAKE A SMOOTH JUNCTION WITH EXISTING CONDITIONS ANDMARRY IN A 'WORKMANLIKE' MANNER.

3. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL SERVICES WITH EACH RELEVANTAUTHORITY. ANY DAMAGE TO SERVICES SHALL BE RECTIFIED BY THE CONTRACTOR ORTHE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE. SERVICES SHOWN ONTHESE PLANS ARE ONLY THOSE EVIDENT AT THE TIME OF SURVEY OR AS DETERMINEDFROM SERVICE DIAGRAMS. HENRY AND HYMAS CONSULTING PTY. LTD. CANNOTGUARANTEE THE INFORMATION SHOWN NOR ACCEPT ANY RESPONSIBILITY FORINACCURACIES OR INCOMPLETE DATA.

4. SERVICES & ACCESSES TO THE EXISTING PROPERTIES ARE TO BE MAINTAINED INWORKING ORDER AT ALL TIMES DURING CONSTRUCTION.

5. ADJUST EXISTING SERVICE COVERS TO SUIT NEW FINISHED LEVELS TO RELEVANTAUTHORITY REQUIREMENTS WHERE NECESSARY.

6. REINSTATE AND STABILISE ALL DISTURBED LANDSCAPED AREAS.

7. MINIMUM GRADE OF SUBSOIL SHALL BE 0.5% (1:200) FALL TO OUTLETS.

8. ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES ARE TO BE CONSTRUCTED,PLACED AND MAINTAINED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS,EROSION AND SEDIMENTATION CONTROL PLAN AND HORNSBY SHIRE COUNCIL'SREQUIREMENTS WHERE APPLICABLE.

9. CONTRACTOR TO CHECK AND CONFIRM SITE DRAINAGE CONNECTIONS ACROSS THEVERGE PRIOR TO COMMENCEMENT OF SITE DRAINAGE WORKS.

10. PROPERTIES AFFECTED BY THE WORKS ARE TO BE NOTIFIED IN ADVANCE WHEREDISRUPTION TO EXISTING ACCESS IS LIKELY.

EXISTING SERVICES & FEATURES· THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION AND REMOVAL (IF

REQUIRED) OF ALL EXISTING SERVICES IN AREAS AFFECTED BY WORKS WITHIN THECONTRACT AREA OR AS SHOWN ON THE DRAWINGS UNLESS DIRECTED OTHERWISE BYTHE SUPERINTENDENT.

· THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL BUILDINGS NOTAFFECTED BY THE WORKS ARE NOT DISRUPTED.

· PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL GAIN APPROVAL OFHIS PROGRAM FOR THE RELOCATION/ CONSTRUCTION OF TEMPORARY SERVICES.

· CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN SUPPLY TOEXISTING BUILDING REMAINING IN OPERATION DURING WORKS TO THE SATISFACTION ANDAPPROVAL OF THE SUPERINTENDENT. ONCE DIVERSION IS COMPLETE ANDCOMMISSIONED, THE CONTRACTOR SHALL REMOVE ALL SUCH TEMPORARY SERVICES ANDMAKE GOOD TO THE SATISFACTION OF THE SUPERINTENDENT.

· INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO CAUSEANY INCONVENIENCE TO THE PRINCIPAL. CONTRACTOR TO GAIN APPROVAL FROM THESUPERINTENDENT FOR TIME OF INTERRUPTION.

· EXISTING SERVICES, BUILDINGS, EXTERNAL STRUCTURES AND TREES SHOWN ON THESEDRAWINGS ARE EXISTING FEATURES PRIOR TO ANY DEMOLITION WORKS.

· EXISTING SERVICES UNLESS SHOWN ON SURVEY PLAN HAVE BEEN PLOTTED FROMSERVICES SEARCH PLANS AND AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE A 'DIAL BEFORE YOU DIG'SEARCH AND TO ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIORTO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BE REPORTED TOTHE SUPERINTENDENT. CLEARANCES SHALL BE OBTAINED FROM THE RELEVANT SERVICEAUTHORITY.

· ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK PAVING SHALL BELOCATED IN Ø80 uPVC SEWER GRADE CONDUITS EXTENDING A MINIMUM OF 500mmBEYOND EDGE OF PAVING.

SITEWORKS NOTES· DATUM : A.H.D.

· ORIGIN OF LEVELS : REFER TO BENCH OR STATE SURVEY MARKS WHERESHOWN ON PLAN.

· CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITEPRIOR TO THE COMMENCEMENT OF WORK.

· ALL WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DETAILS SHOWNON THE DRAWINGS & THE DIRECTIONS OF THE SUPERINTENDENT.

· EXISTING SERVICES UNLESS SHOWN ON THE SURVEY PLAN HAVE BEENPLOTTED FROM SERVICES SEARCH PLANS AND AS SUCH THEIR ACCURACYCANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR TOTHE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BEREPORTED TO THE SUPERINTENDENT. CLEARANCES SHALL BE OBTAINEDFROM THE RELEVANT SERVICE AUTHORITY.

· WHERE NEW WORKS ABUT EXISTING THE CONTRACTOR SHALL ENSURE THAT ASMOOTH EVEN PROFILE, FREE FROM ABRUPT CHANGES IS ACHIEVED.

· THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT TO BE CARRIED OUTBY A REGISTERED SURVEYOR.

· CARE IS TO BE TAKEN WHEN EXCAVATING NEAR EXISTING SERVICES. NOMECHANICAL EXCAVATION IS TO BE UNDERTAKEN OVER TELSTRA ORELECTRICAL SERVICES. HAND EXCAVATE IN THESE AREAS.

· CONTRACTOR TO OBTAIN AUTHORITY APPROVALS WHERE APPLICABLE.

· MAKE SMOOTH TRANSITION TO EXISTING SURFACES AND MAKE GOOD.

· THESE PLANS SHALL BE READ IN CONJUNCTION WITH APPROVED LANDSCAPE,ARCHITECTURAL, STRUCTURAL, HYDRAULIC AND MECHANICAL DRAWINGS ANDSPECIFICATIONSOR WRITTEN INSTRUCTIONS THAT MAY BE ISSUED RELATINGTO DEVELOPMENT AT THE SITE.

· TRENCHES THROUGH EXISTING ROAD AND CONCRETE PAVEMENTS SHALL BESAWCUT TO FULL DEPTH OF CONCRETE AND A MINIMUM OF 50mm INBITUMINOUS PAVING.

· ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICKPAVING SHALL BE LOCATED IN Ø80 uPVC SEWER GRADE CONDUITS EXTENDINGA MINIMUM OF 500mm BEYOND EDGE OF PAVING.

· GRADES TO PAVEMENTS TO BE AS IMPLIED BY RL'S ON PLAN . GRADE EVENLYBETWEEN NOMINATED RL'S. AREAS EXHIBITING PONDING GREATER THAN 5mmDEPTH WILL NOT BE ACCEPTED UNLESS IN A DESIGNATED SAG POINT.

· ALL COVERS AND GRATES ETC TO EXISTING SERVICE UTILITIES ARE TO BEADJUSTED TO SUIT NEW FINISHED SURFACE LEVELS WHERE APPLICABLE.

SURVEY NOTESTHE EXISTING SITE CONDITIONS SHOWN ON THE FOLLOWING DRAWINGS HAVEBEEN INVESTIGATED BY THE SURVEYOR SPECIFIED IN THE TITLE BLOCK.THE INFORMATION IS SHOWN TO PROVIDE A BASIS FOR DESIGN. HENRY AND HYMASPTY. LTD. DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF THESURVEY BASE OR ITS SUITABILITY AS A BASIS FOR CONSTRUCTION DRAWINGS.SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION BETWEENTHE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT HENRY AND HYMAS PTY.LTD. THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY FROM ORIGINALSURVEY DOCUMENTS.ORIGIN OF LEVELS SSM 83806 RL180.995DATUM AHD

PROPOSED SITE

LOCALITY SKETCHNTS

02 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 22.11.2019

MYRA STREET

EXISTING DRIVEWAYS

EXISTING FOOTPATH TO BE RETAINED

RAISED PEDESTRIAN CROSSINGREFER TO DWG EX110 FORDETAILS

EXISTING DRIVEWAY

EXISTING KERB INLETPIT TO BE RETAINED

EXISTING TREE TO BERETAINED

RECONSTRUCT FOOTPATHTO SUIT NEW LEVELS

RECONSTRUCT FOOTPATHTO SUIT NEW LEVELS

KERB BLISTERS. REFER TODWG EX110 FOR MORE DETAILS

EXISTING SERVICE PIT TO BE RETAINED

LANDING

LAST SAVED BY:MSTIMOVA

01 ISSUED FOR CONSTRUCTION CERTIFICATE KR IA 06.09.2019

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE

Surveyor

DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Level 5,

79 Victoria Avenue

Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au® 0418380_CC_EX100

RAISED PEDESTRIAN CROSSING PROJECTMYRA STREET, WAHROONGA NSW

GENERAL ARRANGEMENT PLAN

K.Rom I.Ahmed

A.Francis A.Francis

AUG 2019

1:100@A1

ADCO CONSTRUCTION PTY LTD

TOTAL SURVEYING SOLUTIONS

10m864

SCALE 1:100

20

12

GENERAL ARRANGEMENT PLANSCALE 1:100

LEGEND

EXISTING BOUNDARY

EXISTING ELECTRICAL MAINS LINE

SURVEYINFORMATION

SURVEYED BY:TOTAL SURVEYING SOLUTIONS

DATUM: A.H.D.ORIGIN OF LEVELS: SSM83806 RL180.995

02 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 22.11.2019

LIMIT OF WORKS

PROPOSED KERB ONLYKO

03 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 30.01.2020

04 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 13.03.2020

1EX111

RL181.6

5

RL181.75

3600 10001000

EX K&G

KEBR RAMPS TO PEDESTRIANCROSSING TO BECONSTRUCTED INACCORDANCE WITH RMSMODEL DRAWING R0300-11

EXISTINGFOOTPATH TORETAIN

MYRA STREET

RL181.7

8

RL181.86

RL181.83

RL181.88

RL181.91

RL182.00

RL181.90

RL181.77

RL181.79

RL181.65

RL181.89

RL181.92

RL181.62

RL181.8

7

RL182.1

0

RL182.0

0

RL181.7

2

RL181.6

3

RL181.8

1

RL181.8

4

FOOTPATH TO TIEIN WITH EXISTINGLEVELS

LANDING

RL181.77

RL181.87 RL181.8

5

1500

1 in 1

2

FOOTPATH TO BERECONSTRUCTEDTO SUIT NEWLEVELS

LIMIT OF WORKS LIMIT OF WORKS

RE-CONSTRUCTEXISTING FOOTPATHTO SUIT NEW LEVELS

KERB RAMP TO PEDESTRIAN CROSSINGTO BE CONSTRUCTED IN ACCORDANCEWITH RMS MODEL DRAWING R0300-11

EXISTING GUTTERTO REMAIN

1 in 1

2

1500

EXISTINGLINEMARKING TOREMAIN

RAMP TO KERB RAMPEXISTING TREETO REMAIN

RAMP TO KERB RAMP

4066

4016

RL181.7

9

RL181.7

6

EX K&GIJ

IJ

EXISTING GUTTER TOREMAIN

RL181.94 RL181.9

9

RL182.0

2FALL

450mm GAP FORSTORMWATER FLOW TOGUTTER

450mm GAP FOR STORMWATERFLOW TO GUTTER

450

450

LAST SAVED BY:MSTIMOVA

01 ISSUED FOR CONSTRUCTION CERTIFICATE KR IA 06.09.2019

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE

Surveyor

DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Level 5,

79 Victoria Avenue

Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au® 0418380_CC_EX110

RAISED PEDESTRIAN CROSSING PROJECTMYRA STREET, WAHROONGA NSW

RAISED PEDESTRIAN CROSSING PLAN

K.Rom I.Ahmed

A.Francis A.Francis

AUG 2019

AS NOTED

ADCO CONSTRUCTION PTY LTD

TOTAL SURVEYING SOLUTIONS

5000mm3000 400010000

2006001000

2000

SCALE 1:50

LEGEND

EXISTING BOUNDARY

EXISTING ELECTRICAL MAINS LINE

EXISTING GAS LINE

EXISTING TELSTRA LINES

EXISTING WATER LINE

DEMOLITION

EXISTING KERB

PAVEMENT TYPE 1CONCRETE LANDING & FOOTPATH

100mm THICK 25MPa CONCRETE WITH SL72 TOP,30mm COVER ON WATERPROOF MEMBERANE50mm THICK DGB 20 OR APPROVED EQUIVALENT

PAVEMENT TYPE 2KERB BLISTERS

180mm THICK 25MPa CONCRETEWITH SL72 50 TOP COVER

EXISTING SUBGRADE

EXISTING PAVEMENT

SURVEYINFORMATION

SURVEYED BY:TOTAL SURVEYING SOLUTIONS

DATUM: A.H.D.ORIGIN OF LEVELS: SSM83806 RL180.995

02 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 22.11.2019

RAISED PEDESTRIAN CROSSING PLANSCALE 1:50

LIMIT OF WORKS

ISOLATION JOINTIJ

03 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 30.01.2020

04 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 13.03.2020

TYPICAL CROSS SECTION ON RAISED THRESHOLDS

3600

SECTIONSCALE:

1EX1101:25

1000

COMPACTED SUB BASE

200 EXISTING AC PAVEMENT

10001010

DEEP LIFT AC BACKFILL FOR DISTURBEDPAVEMENT (AC14 WEARING COURSE).

30050 AC 14 OVER DEEPLIFT AC BACKFILL

200

EXISTING AC PAVEMENT

SL82 MESH, 50 TOP COVER

SL82 MESH, 75 BTM COVER

32 MPa CONCRETE

150

N16 TIE BAR, 800 LONG @ 400 c/cPLACE AT MID-DEPTH (TYPICAL)400 400

SL82 MESH, PLACED CENTRALLY

NOTES: 1. SURFACE COLOUR TO BE SPECIFIED BY THE SUPERINTENDENT 2. LIGHT BROOM FINISH TO ALL CONCRETE SURFACES

300

300

EXISTING KERB BEHIND 1000

SAWCUT

TYPICAL AT ALL WALLS AND COLUMNSISOLATION JOINT

SCALE 1:20

NOTE:1. ALL JOINTS TO BE SILICON

SEALED. REFER TO DETAILS.2. EXTERNAL SLAB TO HAVE

GALVANISED DOWELS

10

12

PARBURY'SROADSEAL SL OREQUIVALENET

'ABELFLEX' ORAPPROVEDEQUIVALENTDETAIL

N.T.S.

EXISTING GUTTER

PAVEMENT AS SPECIFIED

LAST SAVED BY:MSTIMOVA

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE

Surveyor

DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Level 5,

79 Victoria Avenue

Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au® 0118380_CC_EX111

RAISED PEDESTRIAN CROSSING PROJECTMYRA STREET, WAHROONGA NSW

RAISED PEDESTRIAN CROSSING SECTIONSAND DETAILS

K.Rom I.Ahmed

A.Francis A.Francis

AUG 2019

AS NOTED

ADCO CONSTRUCTION PTY LTD

TOTAL SURVEYING SOLUTIONS

2000mm1200 16004000

200400

800

SCALE 1:20

2500mm1500 20005000

100300500

1000

SCALE 1:25

SURVEYINFORMATION

SURVEYED BY:TOTAL SURVEYING SOLUTIONS

DATUM: A.H.D.ORIGIN OF LEVELS: SSM83806 RL180.995 01 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 22.11.2019

R5-400 (L)

15000360024000

R5-400 (R) R3-1 R3-1

R3-1 R3-1R5-400 (L) R5-400 (R)

24000360015000

80000

80150

EXISTING BB LINE EXISTING BB LINE

CHILDREN CROSSING POST & FLAGREFER TO DETAIL

CHILDREN CROSSINGPOST & FLAGREFER TO DETAIL

TF

TF

6000

6000

W6-2 W6-3 W8-22

PP

TEL

W6-2W6-3W8-22

1.8m

CHILDREN CROSSING POST & FLAGSCALE 1:20

0.3m

0.3m

R3 - 3

POST: ALTERNATERED AND WHITEBANDS 300mm WIDE

LAST SAVED BY:MSTIMOVA

01 ISSUED FOR CONSTRUCTION CERTIFICATE KR IA 06.09.2019

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE

Surveyor

DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Level 5,

79 Victoria Avenue

Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au® 0418380_CC_EX610

RAISED PEDESTRIAN CROSSING PROJECTMYRA STREET, WAHROONGA NSW

LINEMARKING AND SIGNPOSTING PLAN

K.Rom I.Ahmed

A.Francis A.Francis

AUG 2019

AS NOTED@A1

ADCO CONSTRUCTION PTY LTD

TOTAL SURVEYING SOLUTIONS

10m864

SCALE 1:100

20

12

LINEMARKING AND SIGNPOSTING PLANSCALE 1:100

LEGEND

EXISTING BOUNDARY

EXISTING ELECTRICAL MAINS LINE

EXISTING GAS LINE

EXISTING SEWER LINE

EXISTING TELSTRA LINES

EXISTING WATER LINE

PROPOSED SIGNPOST

EXISTING SIGNPOST

SURVEYINFORMATION

SURVEYED BY:TOTAL SURVEYING SOLUTIONS

DATUM: A.H.D.ORIGIN OF LEVELS: SSM83806 RL180.995

02 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 22.11.2019

TF STOP LINE WHITE0.30

DIMENSIONS (m)LINETYPE

USE COLOUR

03 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 30.01.2020

2000mm1200 16004000

200400

800

SCALE 1:20

04 ISSUED FOR CONSTRUCTION CERTIFICATE MS IA 13.03.2020