Agenda Item 9.5

Report No. 174/17ts

TO: TECHNICAL SERVICE COMMITTEE - MONDAY 13 NOVEMBER 2017

SUBJECT: PROPOSED PEDESTRIAN REFUGE UPGRADES ALONG HARTLEYSTREET TO IMPROVE PEDESTRIAN SAFETY WHEN CROSSING THE ROAD

AUTHOR: MANAGER INFRASTRUCTURE - STEPHEN BALOBAN

EXECUTIVE SUMMARY

This revised report details the proposed changes to the pedestrian refuges along Hartley Street to improve pedestrian safety when crossing the road.

RECOMMENDATIONSThat it be a recommendation to Council:

1. That Council approve the pedestrian refuge upgrade2. (A) That Council approves funding for (stage 1) and

(B) That Council applies for grant funding when available for the upgrade of street lighting (stage 2).

REPORT

1. BACKGROUND

On 9 December 2016 the Mayor, Elected Members and Council Officers met onsite to discuss pedestrian safety issues at Hartley Street between Yeperenye shopping centre and the Hartley Street carpark. As a result of the discussions it was concluded Council increase the width of the pedestrian island refuge. The existing refuges are 1.5M wide (refer below)

Report No. 174/17ts Agenda Item No: 9.5 Page ....12

2. DISCUSSION

To improve pedestrian safety while crossing Hartley Street between the Yeperenye Shopping Centre and the Hartley Street Carpark/Post Office Council proposes to upgrade three informal crossing along Hartley Street two between the Yeperenye Shopping Centre and one near the Post Office (Refer attachment B).The Technical Service Department has engaged FYFE Pty Ltd to survey and design the proposed upgrade to the 3 informal pedestrian crossings along Hartley Street (Refer attachment B)

Standards/GuidelinesWidth of the refuge

As per Austroads - Part 4 - 8.2.2 Refuges should be a minimum of 1.8m in width to allow for someone standing behind a pram, a person in a wheelchair or walking a bicycle. (Refer attachment A)

The design of the centre medium strip and refuges by FYFE is 2.5m wide (Refer attachment B).

On 26 October 2017, Deputy Mayor and the Director Technical Services met onsite to discuss the proposed works and decided to make the medium strip and refuges 2m wide. (Refer below)

SHOPSSIDE

CARPARKSIDE

REMOVE EXISING KERB AND CONSTRUCT NEW KERB

Stage 1 of works

• To widen the centre medium strip and refuges to 2m wide.• Upgrade the ramps in 3 locations along Hartley Street as per attachment B.• Line mark and sign as per attachment B.

Proposed work times

Work will take an estimated 10 days to complete. The Depot will complete the works. Provision will be made for pedestrian access through the site. The proposed works will be communicated through appropriate media platforms.

Report No. 174/17ts Agenda Item No: 9.5Page ....13

Stage 2 of works (Subject to funding)

• To install new street lights at the location of the pedestrian ramps and refuges along Hartley Street to enable pedestrians to cross safely at night as per Australian Standards 1158:4 2015 Lighting for roads and public places Part 4 Lighting of pedestrian crossings.

3. POLICY IMPACTS

As per Councils Strategic Plan Goal: 1 Economic - A growing and dynamic economy,

Outcome 1.2: Safe and reliable public infrastructure, roads, and footpaths.

4. FINANCIAL IMPACTS

The Technical Services Department has estimated costings for the proposed upgrade to three informal pedestrian crossings along Hartley Street below with works conducted by Council Depot.

Stage 1 of works

Task Cost (ex GST)Labour & equipment $ 31,120.00Hire mini excuvator $ 1,600.00Concrete for Kerbing only $ 4,260.00Rio and Rods $ 350.00scalps $ 1,000.00Line marking labour $ 960.00Line marking $ 360.00

saddles $ 1,800.00Traffic control $ 12,000.00Total $ 53,450.00

Council to consider these costs be paid from the 2016/17 surplus funds.

Stage 2 of works

6 new street lights at $15,000 each =$90,000

5. SOCIAL IMPACTS

This project will improve the safety of pedestrians crossing Hartley Street.

6. ENVIRONMENTAL IMPACTS

Nil

7. PUBLIC RELATIONS

The public will be notified of the proposed works by; advertisements in the paper, details on the ASTC website and digital signage at the location of works prior to construction. The Technical Services Department will notify bus services and other transport companies.

Report No. 174/17ts Agenda Item No: 9.5 Page ....IA

Works will be completed by closing one side of Hartley Street at a time to minimise public disruption and minimise the hazards to workers and the public during construction. Business access and pedestrian egress will be maintained for the duration of the project.

8. ATTACHMENTS

Attachment A - Australian Standard Pedestrian Crossing layout Attachment B - Drawings of the proposed works

Stephen BalobanMANAGER INFRASTRUCTURE

Scott AllenDIRECTOR TECHNICAL SERVICES

Report No. 174/17ts Agenda Item No: 9.5Page ..../5

Attachment A

X Y

Minimum

Desirable

At a school

9 m 3 m

12 m 5 m

18 m 9 m(min)

id)

The width of refuges should be:

• desirably at least 2.0 m wide so that they provide adequate separation from traffic flows particularly where traffic speeds are high

• a minimum of 1.8 m to allow for the standing of a person wheeling a pram, a person in a wheelchair or walking with a bicycle

• at least 2.4 m wide where practical at an unsignalised pedestrian crossing so that consideration may be given to staggering the pedestrian movement to force pedestrians to face traffic approaching on the carriageway they are about to cross.

Atta

chm

ent B

%

HARTLEY STREET ALICE SPRINGS N.T.

PEDESTRIAN REFUGE UPGRADESDRAWING SCHEDULEDRG No. DESCRIPTION26807-1-1-CV-001 LOCALITY PLAN & SCHEDULE 001

UPGRADING PEDESTRIAN REFUGES HARTLEY STREET ALICE SPRINGS N.T.

LOCALITY PLAN & SCHEDULE OF DRAWINGS

CAOW »ao7-vi-cv-ooi.cvo

FOR CONSTRUCTION

26807-1-1-CV-001 0

-GENERAL LEGEND-PROPOSED

REFERENCE CENTERLINE

MEDIAN ISLAND KERB

HAND RAIL (PEDESTRIAN REFUGEI

KERB RAMP WITH TACTILE INDICATORS (TO COUNCIL STDS l AS SHOWN]

APPROX. EXTENT OF WORKS TO MATCH IN

-SIGNAGE LEGEND-

REGULATORY/WARNING/GUIDANCE SIGN

EXISTING

OBSTRUCTION/HAZARD MARKER REGULATORY/WARNING/GUIDANCE SIGN

-EXISTING SERVICES & STRUCTURES LEGENDCONTOUR CONTOUR (INDEX)EDGE OF BITUMEN ROAD CHANNEL KERBROAD CROWN

- BUILDING FENCECONCRETE/PATH AWNING

- NATURAL SURFACE POWER POLE LIGHT POLE

- ELECTRICAL PIT / PILLAR- TELSTRA PIT / MANHOLE

SCOUR VALVE GROUND HYDRANT

- SEWER MANHOLE DRAINAGE GRATE SIGNRUBBISH BIN UNKNOWN PIT TREE

-ABBREVIATIONS-IWHERE APPLICABLE!AHDBWCHCJCLCRSCSTCTCTPDRGELEXFFLFGGIP

J8KtGMAX

NOMNTSPSM

RWSEPSEP-GSIOSIOGSNSSTOTBMTCTHKTKTPTWTYPUNO

AUSTRALIAN HEIGHT DATUM BOTTOM OF WALL CHAINAGECONSTRUCTION JOINTCENTERLINECENTRESCOMMON SERVICE TRENCH CURVE / TANGENT POINT COMMON TANGENT POINT DRAWING ELEVATION LEVEL EXISTINGFINISHED FLOOR LEVELFIELD GULLYGRATED INLET PITHEAOWALLINVERT LEVELJUNCTION BOXKERB 8, GUTTERMAXIMUMMINIMUMNOMINALNOT TO SCALEPERMANENT SURVEY MARKREDUCED LEVELRADIUSRETAINING WALL SIDE ENTRY PITSIDE ENTRY PIT - GRATED INLET STORMWATER INSPECTION OPENING STORMWATER GRATED INSPECTION OPENING STREET NAME SIGN STANDARDTEMPORARY BENCH MARK TANGENT / CURVE POINT THICKTOP OF KERB TANGENT POINT TOP WALL TYPICALUNLESS NOTED OTHERWISE

GENERAL NOTES1. THESE DRAWINGS ARE NOT CADASTRAL PLANS AND SHALL NOT BE USED IN

DETERMINING PRECISE DETAILS WITH RESPECT TO BOUNDARIES.

2. ALL DIMENSIONS AND LEVELS ARE IN METRES UNLESS NOTED OTHERWISE AND SHALL BE VERIFIED ON SITE PRIOR TO COMMENCEMENT OF WORKS

3. ALL CO-ORDINATES ARE MGA53 BASED UNLESS NOTED OTHERWISE.

A LEVEL DATUM IS A H D UNLESS NOTED OTHERWISE

5 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT DISCIPLINE SPECIFICATIONS leg. CIVIL/STRUCTURAL/ARCHITECTURAL) WHERE APPLICABLE. APPENDICES, ATTACHMENTS AND STANDARD DETAILS WHICH FORM PART OF THIS CONTRACTANY DISCREPANCIES BETWEEN THE ABOVE DOCUMENTS AND THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE SUPERINTENDENT FOR RESOLUTION

6 ROAD SETOUT DIMENSIONS QUOTED ARE TO THE CENTRE OF LINEMARKING OR TO THE FACE OF THE KERB AS INDICATED ON THE PLAN

T THE FINISHED SURFACE SHALL BE EVENLY GRADED BETWEEN DESIGN SURFACE LEVELS & FREE DRAINING

8 THE CONTRACTOR SHALL MATCH NEW DESIGN TO EXISTING AT EXTENTS OF WORKS. ENSURING THAT THERE IS NO PONDING OF WATER BETWEEN NEW AND EXISTING

9 THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING INSTALLATIONS WHICH ARE TO BE AFFECTED BY NEW WORKS. HOWEVER. THE EXTENT OF DEMOLITION IS TO BE CONFIRMED ON SITE WITH THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF WORKS

10 THE CONTRACTOR SHALL ADJUST LIDS OF EXISTING SERVICE PITS TO MATCH FINISHED SURFACE LEVEL. PROVIDE HEAVY DUTY COVER IF IN PAVED AREA TO THE REQUIREMENTS OF THE RELEVANT AUTHORITY (IF APPLICABLE] RELOCATE/ADJUST SERVICES AS REQUIRED

11 WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES (INCLUDING ALL AMENDMENTS] AND THE LOCAL STATUTORY AUTHORITIES EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.

12. THE CONTRACTOR WHERE CALLED FOR ON THE DRAWING OR SPECIFICATION SHALL PRIOR TO CONSTRUCTION. ENSURE THE USE OF THE LATEST CURRENT STANDARDS AND DETAILS

EXISTING SERVICES NOTES1 ALL DRAWINGS AND DOCUMENTS CONTAINED WITHIN THIS PROJECT HAVE ALL

IDENTIFIED EXISTING SERVICES SHOWN. HOWEVER OTHER SERVICES MAY EXIST WHICH WERE NOT KNOWN OR IDENTIFIED AT THE TIME OF DETAIL DOCUMENTATION THESE UNKNOWN SERVICES MAY POSSIBLY INTERFERE WITH THE PROPOSED WORKS AS SET OUT WITHIN THESE DESIGN DOCUMENTS.

2. ALL IDENTIFIED EXISTING SERVICES ARE A SCHEMATIC REPRESENTATION OF THEINFORMATION PROVIDED BY THE VARIOUS SERVICE AUTHORITIES. AS SUCH. THE LIMITS OF LIABILITY, ACCURACY OF THE LOCATION OF THE SERVICES. DEPTHS. LEVELS. SIZES, TYPES AS STIPULATED BY THE SERVICE AUTHORITIES IS PASSED ON FROM FYFE PTY LTD TO THE RESPECTIVE CONTRACTOR FYFE PTY LTD ACCEPT NO LIABILITY AS TO THE ACCURACY OF THE SERVICE INFORMATION PROVIDED

3 THE CONTRACTOR SHALL FULLY INFORM ITSELF OF THE NATURE AND EXTENT OF ALL UNDERGROUND SERVICES THAT MAY IMPACT ON THE PROPOSED WORKS ALL SERVICES SHALL BE FULLY VERIFIED AND CHECKED AGAINST THE PROPOSED DESIGN WORKS

U UPON VERIFICATION OF ALL EXISTING UNDERGROUND SERVICES. THE CONTRACTOR SHALL ADVISE FYFE PTY LTD. OR THEIR NOMINATED REPRESENTATIVE OF ANY POTENTIAL CLASH OR INTERFERENCE WITH THE PROPOSED WORKS AS SOON AS IDENTIFIED ALL WORKS DIRECTLY OR INDIRECTLY RELATED TO THE POTENTIAL CLASH / INTERFERENCE SHALL CEASE IMMEDIATELY. AND SHALL NOT RESUME UNTIL SUCH TIME AS INSTRUCTED TO DO SO BY FYFE PTY LTD OR ITS NOMINATED AGENT

5 NO FINANCIAL CLAIMS ARISING FROM THE SUBCONTRACTOR FOR DELAYS DUE TO EXISTING SERVICES / PROPOSED NEW WORKS INTERFACE ISSUES WILL BE CONSIDERED BY FYFE PTY LTD OR ITS AGENTS

6. IN THE EVENT THAT ANY CLASH / INTERFERENCE IS BY A SERVICE THAT CAN ONLY BE POTENTIALLY MODIFIED BY THE SERVICE PROVIDER, E G. SA WATER SERVICES. SA POWER NETWORKS, TELSTRA OR GAS SUPPLY. THIS WORK SHALL BE COORDINATED BY THE CONTRACTOR OR ITS NOMINATED AGENT. IN THIS CIRCUMSTANCE, CHARGES LEVIED BY THE SERVICE PROVIDER FOR THE MODIFICATION / ALTERATION WILL NOT BE THE RESPONSIBILITY OF THE CONTRACTOR THIS RELATES ONLY TO THE MODIFICATION WORKS UNDERTAKEN BY THE SERVICE PROVIDER

SEDIMENTATION AND EROSION CONTROL1 THE CONTRACTOR’S ATTENTION IS DRAWN TO "STORMWATER POLLUTION

PREVENTION GUIDELINES" ISA ENVIRONMENT PROTECTION AGENCY, MARCH 19991 THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION WORKS ARE UNDERTAKEN IN STRICT ACCORDANCE WITH THIS DOCUMENT

2 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTROL & MAINTENANCE OF SURFACE STORMWATER FLOWS TO PREVENT EROSION % RESTRICT SILT FROM LEAVING THE SITE DURING CONSTRUCTION & UNTIL FINAL COMPLETION

3 THE CONTRACTOR SHALL INSTALL EROSION AND DRAINAGE MANAGEMENT MEASURES PRIOR TO THE COMMENCEMENT OF WORKS AND REHABILITATE THE SITE TO ORIGINAL CONDITION UPON COMPLETION OF WORKS WHERE APPROPRIATE.

A THE CONTRACTOR SHALL MINIMISE SILTATION DURING CONSTRUCTION SANDBAGS. SOCKS OR SIMILAR APPROVED SHALL BE PLACED AROUND ALL PITS WITH OPENINGS AND OUTFALLS - li e SEP's. GIP’s. ETC]

5 THE CONTRACTOR SHALL REGULARLY INSPECT 8, MAINTAIN SEDIMENTATION CONTROL MEASURES. MOST PARTICULARLY AFTER ANY SIGNIFICANT RAIN EVENT. ANY DAMAGE IS TO BE REPAIRED AS SOON AS POSSIBLE.

6 THE CONTRACTOR UPON COMPLETION OF WORKS SHALL REMOVE FROM SITE ALL EROSION AND SEDIMENTATION CONTROL DEVICES UNLESS OTHERWISE DIRECTED BY THE SUPERINTENDENT

TRAFFIC NOTES

1 TRAFFIC CONTROL DETAILS AND RETROREFLECTIVE RAISED PAVEMENT MARKERS INSTALLED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS 17L2 MANUAL OF TRAFFIC CONTROL DEVICES AS MODIFIED BY Del "20K / 2015 STANDARD SPECIFICATION FOR ROADWORKS”

2 ALL LANE DIMENSIONS QUOTED ARE TO THE CENTRE OF LINEMARKING OR TO THE FACE OF THE KERB.

3. ALL LINEMARKING IS 0 1m WIDE UNLESS OTHERWISE SHOWN

L MEDIANS EDGELINE SHALL BE 0 15m FROM FACE OF KERB. MEDIAN KERB SHALL BE PAINTED WHITE

5 ALL RAMPS AND MEDIAN CUTOUTS SHALL HAVE TACTILE SURFACE INDICATORS IN ACCORDANCE WITH AS K28.1

6 FOR SIGN INSTALLATION DETAILS. REFER TO DPTI MASTER SPECIFICATION PART 219 "INSTALLATION OF SIGNS" & AS MODIFIED BY Dol "2011. / 2015 STANDARD SPECIFICATION FOR ROADWORKS"

2 TRAFFIC MANAGEMENT FOR THE DURATION OF THE CONTRACT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR l A TRAFFIC PLAN MAINTAINING MINIMUM DISRUPTION SHALL BE SUBMITTED t APPROVED BY council/Dol PRIOR TO COMMENCEMENT OF WORKS.

3 NOTE MEDIANS TO BE INFILLED TO MATCH EXISTING MATERIALS (CLAY BLOCK PAVERS - COUNCIL TO PROVIDE COLOUR i TYPE]

STANDARD DRAWINGS

1 REFER SHEET 1

STREET LIGHTING

STREET LIGHTING ASSESSMENT AT PEDESTRIAN REFUGES TO BE PROVIDED BY OTHERS H e LUX LEVELS ETC HAVE NOT BEEN CHECKED BY THE CIVIL DESIGNERS).

FOR CONSTRUCTION

12/10/20172UJ4J2017

ISSUED FOR CONSTRUCTIONPRELIMINARY ISSUE • FOR COUNCIL APPROVALPRELIMINARY ISSUE • FOR COUNCIL COMM ME NT

«------------------ALICE SPRINGS

01 IK* CHECK

CRG 12/10/2017

FYFE PTY LTD

0 BOX 2430 ADELAIDE SA 31

UPGRADING PEDESTRIAN REFUGESHARTLEY STREET ALICE SPRINGS N.T.

NOTES & LEGEND

C*D'etl 2W07-1.1.CV.001CWC

FOR CONSTRUCTION

26807-1-1-CV-002 0

SAVCUT * REMOVE SECTION OF EXISTWG CENTRAL MEDIAN STW TO -STALL KW MEDIAN ISLAND KERBWG

REMOVE EXISTWG PAVERS l -STALL CONCRETE RAMP w LEU TO NEW OESCn LEVELS EXISTWG KERfl ON S0UT*RM S« TO REMAW AS IS CONSTRUCT FLARE TO NORTHERN SIDE MATCH M

EXISTWG MEDIAN KERBWG TO BE REMOVED CONSTRUCT NEW MEDIAN KERB "KEY KERB"ON EXISTWG SEALED PAVEMENT - TYPICAL IREFER SETOUT PLAN 1 TABLES FOR MT01 - MTRSI

-STALL TACTR.E WOlCATORS W ACCOI WITH AS 1741 - t STD DETAR. CSO07 TYPKAL WHERE SHOWN MEDIAN KERBING ‘DOl STD CS1203 - KEY KE

TO CENTRAL ISLANDS WHERE INDICATED KERB TO BE KEYED W AS PER THE OETAl (TYPICAL THROUGHOUT)

SAWCUT LINE - SAWCUT EXISTING SEALED - PAVEMENT BETWEEN MEDIAN ISLANDS TO INSTALL NEW TACTILES WHERE SHOWN REINSTATE FULL DEPTH SEALED PAVEMENT TO MATCH EXISTWG DEPTH 1 FINISHED SURFACE LEVELS (TYPICAL 3 PLACES)

APPROXIMATE EXTENT OF WORKS REQUIRED TOMATCH W - TYPICAL 6 PLACESIREFER SETOUT PLAN i TABLES FOR IAB1 - IAMI

REMOVE EXISTING PAVERS l -STALL CONCRETE RAMP w L«U TO Kw OCSXX LEVELS EXISTWG KERB ON EITHER SOE TO REMAW AS IS MATCH W

NEATLY SAWCUT (OR OTHERWISE) TO REMOVE EXISTWG KERB RAM* CONSTRUCT KW KERB RAMP TO DESIGN - TYPCAL 4 PLACES (REFER SETOUT PLAN L TABLES FOR MKOI - MK04)

NOTE EXISTWG MANORAkS AT TM J CROSS-G POwTS TO BE REMOVED REPLACE WITM Kw HAND RAR.S AS PER TK STD OETAR. CSI2B* (TYPCALI

NEATLY SAWCUT 1 MATCH KW MEDIAN KERB PROFILE TO EXISTING KERB OVER 3m ITYPKAl BOTH SIDES)

EXISTWG KOUN KERBWG TO BE REMOVED --------CONSTRUCT KW KOUN KERB 'KEY KERB'ON EXISTWG SEALED PAVEMENT - TYPICAL (REFER SETOUT PLAN 1 TABLES FOR MTB1 - NTFS) SAWCUT LM - SAWCUT EXISTWG SEALED

PAVEKNT BETWEEN KOUN iSLAJOS TO -STALL KW TACTUS WKRE SH7WN RE-STATE FULL DEPTH SEALED PAVEKNT TO MATCH EXISTWG DEPTH 1 FWISKD SURFACE LEVELS (TYPICAL 3 PLACES)IXIMATE EXTENT OF WORKS REQUIRED

I W - TYPICAL 6 PLACES I SETOUT PLAN t TABLES FOR IA0I - W

NEATLY SAWCUT (OR OTHERWISE) TO REMOVE EXISTWG KERB RAMP CONSTRUCT KW KERB RAMP TO DESIGN - TYPKAL 6 PLACES IREFER SETOUT PLAN 1 TABLES FOR MKOI - M«

MEDIAN ISLAND KERBING

EXISTWG SOLO MEDIAN!

NOTE WKRE KW KERB RAMP IS TO BE CONSTRUCTED ADJACENT EXiSTwG CKCKlR PLATE STEEL DRAW COVER REMOVE EXlST-G PAVERS 1 RE-STATE TO MATCM BETWEEN Kw KERB RamP EDGE 1 CKCKER PLATE COVER (TYPICAL TO RAMPS 3. LAS ONLY)

XAN ISLANDS TO BE -FkLED TO ISTWG MATERIALS i e CLAY BLOCK COLOUR 1 TYPE TO BE PROVOED l - (TYPICAL THROUGHOUT!

SAWCUT l REMOVE SECTION OF EXISTING CENTRAL MEDIAN STRIP TO INSTALL NEW MEDIAN ISLAND KERBING

EXISTWG KC>AN KERBWG TO BE REMOVED CONSTRUCT KW KOlAN KERB KEY KERB"ON EXISTWG SEALED PAVEKNT - TYPICAL (REFER SETOUT PLAN t TABLES FOR MT01 - MTBS)

-STALL TACTILE WDKATORS IN ACCORDANCE

TYPCAL WKRE SHOWN KOUN KERBWG "DOl STD CS12F3 TO CENTRAL ISLANDS WKRE -0* KERB TO BE KEYED W AS PER TK (TYPCAL THROUGHOUT)

SAWCUT LP< - SAWCUT EXISTING SEALED - PAVEKNT BETWEEN KOUN ISLANDS TO -STALL KW TACTCES WKRE SHOWN RE-STATE FULL DEPTH SEALED PAVEKNT TO MATCH EXISTING DEPTH t FINISHED SURFACE LEVELS (TYPCAL 3 PLACES!

APPROX-ATE EXTENT OF WORKS REOU-EO TOMATCH W - TYPCAL 4 PLACES(REFER SETOUT PLAN t TABLES FOR IA01 - IA06)

REMOVE EXISTWG PAVERS t INSTALL CONCRETE RAMP - LEU TO KW DESIGN LEVELS EXISTING KERB ON EITHER SIDE TO REMAW AS IS MATCH IN

NEATLY SAWCUT (OR OTHERWISE! TO REMOVE EXISTING KERB RAMP CONSTRUCT NEW KERB RAMP TO DESIGN - TYPICAL 6 PLACES (REFER SETOUT PLAN t TABLES FOR MKOI - Ml

NOTE EXISTING HANDRAILS AT THE 3 CROSSING POINTS TO BE REMOVED REPLACE WITH NEW HANt RAILS AS PER TK STD DETAIL CS1204 (TYPCAL)

MEDIAN KERBWG TAPERS BOTH SIDES

MATCH LINE - CONTINUES BELOW RIGHT

LOT45

LOT 44SECTION OF EXISTING MEDIAN KERBING TO BE REMOVED CONSTRUCT NEW MEDIAN KERB XEY KERB' ON EXISTING SEALED PAVEMENT ,(REFER SETOUT PUN STABLES FOR MTU-MT05I 1 (J QQ

CRMS95030014

CAUTION:PROPOSED WORKS ARE IN THE VICINITY OF EXISTING BUILDINGS. BUILDING AWNINGS OVERHEAD & FOOTINGS EXERCISE CAUTION WHEN EXCAVATING IREFER ALSO EXISTING SERVICES NOTES SHEET 021

LOT 8057

LOT 47

LOT 9464 LOT69

LOT 70

CIVIL WORKS (PART PLAN)HORIZONTAL SCALE 1 250 REFER TO ORG. 26807-1-I-CV-002 FOR NOTES AND LEGEND

REFER TO ORG 26807-1-1-CV-005 & 006 FOR CONTROL X SETOUT

SAWCUT 1 REMOVE SECTION OF EXISTWG 5So

LOT 46

MATCH LINE - CONTINUES ABOVE LEFT

CIVIL WORKS (PART PLAN)HORIZONTAL SCALE 1250

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Chevron pavement

EXISTWG ENTRANCEWAY

LOT 68

LOTTO

TRAFFIC CONTROL (PART PLAN)HORIZONTAL SCALE 1:250

LOT 69

STOPPING LINE

RAH (I2»0«m LONG TYMCALI

T*:TILE INDICATORS (TYPICAL)

STOPPWG LINE

REFER TO ORG 26807-1-1-CV-002 FOR NOTES AND LEGEND REFER TO ORG 26807-1-1-CV-005 & 006 FOR CONTROL l SETOUT

TRAFFIC CONTROL (PART PLAN)HORIZONTAL SCALE 1:250

FOR CONSTRUCTION

ISSUED FOR CONSTRUCTIONPRELIM NARY ISSUE • FOR COUNCIL APPROVALPRELIMINARY ISSUE • FOR COUNCIL COMMMENT

CESCR1PTON

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TRAFFIC CONTROL PLANFOR CONSTRUCTION

26807-1-1-CV-004 0

NEW KERB ALIGNMENT REF LINE MT02

NEW KERB ALIGNMENT REF LINE MT05

REF LINE MK05

EXISTING KERB - /FACE (TYPICAL)

KERB RAMP-6

MATCH LINE

NEW KERB ALIGNMENT REF LINE MT01

CTP 5 809 0+

NEW KERB ALIGNMENT REF LINE MTOL

KERB RAMPS 1 & 2 * CENTRAL MEDIANS 1 & 2 [PART) KERB RAMPS 5 & 6 + CENTRAL MEDIANS U & 5HORIZONTAL SCALE 1100 HORIZONTAL SCALE 1100

FACE (TYPICAL)

REF LINE MT03

OVERALL LAYOUT PLANHORIZONTAL SCALE 1500

REFER TO DRG 26807-1-1-CV-002 FOR NOTES AND LEGEND REFER TO DRG. 26807-1-1-CV-006 FOR SETOUT TABLES

REF LINE IA0L MATCH LINE

NEW KERB ALIGNMENT

KERB RAMPS 3 & A + CENTRAL MEDIANS 2 (PART) & 3HORIZONTAL SCALE 1100

FOR CONSTRUCTIONUPGRADING PEDESTRIAN REFUGESHARTLEY STREET ALICE SPRINGS N.T.

CONTROL LINES PLANFOR CONSTRUCTIONFYFE PTY LTD

26807-1-1-CV-005

D CWAY CF Gutter Invert Face of Kerb Semi Mountable-*MT01HORIZONTAL POINTS

PT CHAINAGE EASTING NORTHING BEARINGip 1 0 000 385937.029 7378572.628 2V02'2158"IP 2 8 011 385939 90S 7378580.105IP 3 10 511 385942 187 7378579 085IP 4 18 531 385938 107 7378572 012 208*07*15 25*

0 CWAY CF Gutter Invert Face of Kerb Semi Mounfable-»MT02 HORIZONTALPOINTS

CHAINAGE EASTING NORTHING HEIGHT BEARINGIP 1 0 000 385941130 7378582844 576 598 24*05'15 90'IP 2 13.350 385946 578 7378595.032 576639IP 3 15.850 385948.861 7378594.011 576.617IP 4 29 201 385943 412 7378581823 576 585IPS 31701 385941130 7378582 844 576 598 294-O515 90”

D CWAY CF Gutter Invert Face of Kerb Semi Mountable->MT03 HORIZONTAL POINTS(CLOSED)

CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A LENGTH DEFL ANGLEIP 1 0 000 385950 452 7378603695 576665IP 2 2 145 385951.328 7378605.657 576.674 R = 30.000 4.289 8*11*31.52-CC 4 289 385952 476 7378607 473 576 666 32*16-47 41'

IP 3 4 669 385952 711 7378607 845 576 676 R = 0 600 0 760 72*34-10 65"CC 5.049 385953.137 7378607.732 576.686 1O4*5O58O6"

IP 4 5 429 385953.563 7378607.620 576.691 0.760 72*34-10.65-CC 5.809 385953.582 7378607.180 576.695 177*25 08 72"

IP 5 8 137 385953 689 7378604 812 576 676 R = 10 000 4 655 26*40-07 18"CT 10 464 385952 722 7378602 648 576 664 204*05'15 90"IP 6 16.924 385950.085 7378596.750 576 622IP 7 19424 385947.803 7378597.770 576.647

0 CWAY CF Gutter Invert Face of Kerb Semi Mountable->MT0A HORIZONTAL POINTS(CLOSED)

PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A LENGTH DEFL ANGLEIP 1 0 000 385970 305 7378641979 576 752IP 2 2145 385969 428 7378640 018 576 750 R = 30 000 4 289 8*11'3152"CC 4.289 385968.281 7378638.201 576 752 212*16-47 41"

IP 3 4.669 385968 046 7378637 829 576 756 R = 0.600 0.760 72*34-1065"CC 5 049 385967.620 7378637.942 576.761 284*50*58.06"

IP 4 5 429 385967 194 7378638 055 576 763 R = 0 600 0 760 72*34*10.65”CC 5 809 385967 174 7378638 495 576 765 357*25'08 72“

IP 5 6.137 385967 068 7378640 863 576 750 R = 10.000 4 655 26*40*07.18**CT 10 464 385968 035 7378643 026 576 743 24*05'15 90"

IP 6 12 565 385968 893 7378644 945 576 744IP 7 15 065 385971175 7378643 924 576 755

D CWAY CF Gutter Invert Face of Kerb Semi Mountabte->MT05 HORIZONTAL POINTS(CLOSED)

PT CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A LENGTH DEFL ANGLEip 1 0.000 385970 987 7378649629 576.760IP 2 2145 385971864 7378651590 576 768 R = 30 000 4 289 8*11*31.52-CC 4 289 385973.011 7378653 406 576 771 32*I6'47 41-

IP 3 4 669 385973 246 7378653 779 576 778 R = 0 600 0 760 72*34-10 65"CC 5 049 385973 672 7378653666 576 785 104"50'58.06"

IP 4 5 429 385974 098 7378653.553 576.794 R = 0.600 0.760 72*34-10 65"CC 5 809 385974 118 7378653 113 576 793 177*25'08 72"

IP 5 8137 385974 224 7378650 745 576 783 R = 10 000 4 655 26*40-07 18"CT 10 464 385973.257 7378648 581 576 767 204*05'15.90"

IP 6 12565 385972.399 7378646.663 576767IP 7 15 065 385970 117 7378647 683 576 754

0 MAST MK Other Control 60->MK01HORIZONTAL POINTS (CLOSED)

CHAINAGE EASTING NORTHINGIP 1 0.000 385936 230 7378581 567IP 2 0 034 385936 199 7378581581 576 444IP 3 0156 385936 158 7378581696 576 456IP 4 0 338 385935 994 7378581776 576 475IP 5 1626 385934 708 7378581842 576.610IP 6 5.842 385936 439 7378585.686 576.625IP 7 7 053 385937 197 7378584 741 576 495

7 103 385937 230 7378584 704 576 489IP 9 7.361 385937 485 7378584.662 576 462IP 10 7 487 385937 600 7378584.610 576.448

0 MAST MK Other Control 6D-MK02 HORIZONTALPOINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGip 1 385947 107 7378576 229 576 365 24*00-25 62"IP 2 4 200 385948 816 7378580 066 576 381IP 3 5 896 385949 421 7378578 481 576 560IP 4 7 696 385948 689 7378576.836 576553IPS 9.391 385947.107 7378576.229 249*00-12.56"

D MAST MK Other Control 6D->MK03 HORIZONTAL POINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGIP 1 0 000 385942 871 7378596.343 576.484 5*55-53.50"IP 2 0155 385942 887 7378596 497 576 496IP 3 0 382 385942 808 7378596 710 576 514IP 4 0.667 385942.573 7378596.871 576.536IP 5 1086 385942.154 7378596.852 576 569IP 6 1.859 385941 393 7378596 714 576 630IP 7 5 440 385942862 7378599 980 576 610

7 562 385944.845 7378600.736 576.51012 378 385942 871 7378596 343 204*11*49 10**

0 MAST MK Other Control 6D-.MK0A HORIZONTAL POINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGip 1 0 000 385953.878 7378595.712 576.525 159*10 04 52"IP 2 1695 385954 481 7378594 128 576 672IP 3 3 495 385953 746 7378592 484 576 668IP 4 5.191 385952 162 7378591.878 576.508IP 5 9 391 385953 878 7378595.712 576.525 24*06-58 31-

0 MAST MK Other Control 6D—MK05 HORIZONTAL POINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGIP 1 0000 385966 772 7378649 834 576 643 204*01-44 89-IP 2 4 197 385965 063 7378646 001 576 633IP 3 5 895 385964 456 7378647 587 576 700IP u 7 692 385965.190 7378649.227 576.700IPS 9.386 385966 772 7378649 834 576 643 68*59*05 97"

0 MAST MK Other Control 6D-MK06 HORIZONTAL POINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGIP 1 0.000 385974.548 7378641.759 576.638 69*09-01.25'-IP 2 1699 385976136 7378642 363 576 690IP 3 3 499 385976 870 7378644 007 576 690IP 4 5.199 385976 260 7378645.594 576.649IPS 9 399 385974 548 7378641759 204*03'24 90"

D EWKS IA Ground lnferface-*IA01 HORIZONTALPOINTS

CHAINAGE NORTHING HEIGHT BEARINGIP 1 0 000 385934 708 7378581.842 576.610 272*56 18 21"IP 2 0 336 385934 373 7378581 859 576.612IP 3 0 381 385934 332 7378581877 576 613IP 4 4 910 385936 185 7378586 010 576 631IP 5 5 321 385936.439 7378585 686 576.625 141*54-43 68'

0 EWKS IA Ground lnterface-*IA02 HORIZONTAL POINTS

PT CHAINAGE EASTING NORTHING BEARINGIP 1 0.000 385948872 7378580.204 576 381 113*59*01.14"IP 2 1352 385950 107 7378579.655 576.569IP 3 5 852 385948 278 7378575 544 576 553IP 4 7 202 385947 044 7378576 093 293*59 01 14-

0 EWKS IA Ground lnterface->IA03 HORIZONTALPOINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGip i 0 000 385941393 7378596 714 576 630 259*15-30 55-IP 2 0 454 385940947 7378596.630 576 630IP 3 5 935 385943 190 7378601631 576 600IP 4 7 811 385944 906 7378600 873 113*49-46 85'

0 EWKS IA Ground lnterface-»IA04 HORIZONTALPOINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGIP 1 0 000 385953 942 7378595847 576 527 !94*06'5174-IP 2 1254 385955 086 7378595 335 576 675 194*06-5174'IP 3 5 756 385953.249 7378591.226 576.670 294*06-5174'IP 4 7013 385952.101 7378591 739 576 507 ?94*06*S174*

0 EWKS IA Ground lnterface-»IA05 HORIZONTAL POINTS

CHAINAGE EASTING NORTHING HEIGHT BEARINGIP 1 0.000 385966.833 7378649 971 576.643 294-15 33 7TIP 2 1337 385965 614 7378650 520 576 700IP 3 5 834 385963 767 7378646 421 576 700IP 4 7188 385965001 7378645.864 576.635 114*15 3377"

0 EWKS IA Ground lnterface-»IA06 HORIZONTAL POINTS

PT CHAINAGE EASTING NORTHING HEIGHT BEARINGip i 385976.320 7378645 732 114*12 1883"IP 2 1400 385977 597 7378645 158 576 700IP 3 5 900 385975 752 7378641053 576 694IP 4 7.287 385974 487 7378641.622 576.639 294*12-18 83"

FOR CONSTRUCTION

ISSUED FOR CONSTRUCTIONPRELIMINARY ISSUE • FOR COUNCIL APPROVALPRELIMINARY ISSUE - FOR CCXJNCIL COMMMENT

ORAF1HO CHECK

FYFE PTY LTD< SOUTH TERRACE

UPGRADING PEDESTRIAN REFUGESHARTLEY STREET ALICE SPRINGS N.T.

CONTROL LINES SETOUT TABLES

:6to?.1-1-CV-0060WG

FOR CONSTRUCTIONORAWHGNe.

26807-1-1-CV-006 0