TASMAN HIGHWAY APSLEY RIVER BRIDGE REPLACEMENT

State Roads

Department of State Growth

TASMAN HIGHWAY– APSLEY RIVER BRIDGE REPLACEMENT Submission to the Parliamentary Standing Committee on Public Works Version: 2 Date: 18 August 2017

Tasman Highway – Apsley River Bridge Replacement, Submission to the Parliamentary Standing Committee on Public Works Version: 2 Date: 18 August 2017

Document Development History

Build Status

Version Date Author Reason Sections

00

01 23 June 2017 R Cassidy

02 17 August 2017 A Fowler Progress update

Amendments in this Release

Section Title Section Number

Amendment Summary

DA 3.9 Update on approval

Program 4.1 Update on budget and program

Distribution

Copy No Version Issue Date Issued To

10 02 17 Aug 2017 Secretary, PSCPW

Tasman Highway – Apsley River Bridge Replacement, Submission to the Parliamentary Standing Committee on Public Works Version: 2 Date: 18 August 2017

Table of Contents

1 INTRODUCTION ........................................................................................................................................ 1

1.1 BACKGROUND ............................................................................................................................................. 1 1.2 PROJECT OBJECTIVES .................................................................................................................................... 1 1.3 PROJECT LOCATION ...................................................................................................................................... 1 1.4 STRATEGIC CONTEXT OF THE PROJECT .............................................................................................................. 2

2 PROJECT DETAILS ..................................................................................................................................... 4

2.1 PROPOSED WORKS ...................................................................................................................................... 4 2.2 DESIGN SPEED ............................................................................................................................................. 4 2.3 ROAD CROSS SECTION .................................................................................................................................. 4 2.4 DRAINAGE .................................................................................................................................................. 4 2.5 UTILITIES .................................................................................................................................................... 5

3 SOCIAL, ENVIRONMENTAL IMPACTS AND STAKEHOLDER ENGAGEMENT ................................................. 6

3.1 PROPERTY ACQUISITION ................................................................................................................................ 6 3.2 PROPERTY ACCESSES .................................................................................................................................... 6 3.3 NOISE ........................................................................................................................................................ 6 3.4 FLORA AND FAUNA ...................................................................................................................................... 7 3.5 ABORIGINAL HERITAGE ................................................................................................................................. 9 3.6 HISTORIC HERITAGE ASSESSMENT ................................................................................................................... 9 3.7 LANDSCAPE AND VISUAL IMPACTS ................................................................................................................... 9 3.8 STAKEHOLDER ENGAGEMENT ......................................................................................................................... 9 3.9 DEVELOPMENT APPROVALS ........................................................................................................................... 9

4 PROJECT PROGRAM AND COSTS ............................................................................................................ 11

4.1 PROJECT PROGRAM.................................................................................................................................... 11 4.2 ESTIMATE OF POSSIBLE COSTS ...................................................................................................................... 12

5 CONCLUSION .......................................................................................................................................... 13

Appendices

APPENDIX A. STAKEHOLDER CONCERNS

APPENDIX B. PRELIMINARY DESIGN DRAWINGS

Authorisation

Name Signature Date

Authorised by: A Fowler

18 Aug 2017

Tasman Highway – Apsley River Bridge Replacement, Submission to the Parliamentary Standing Committee on Public Works

Version: 2 Date: 18 August 2017 Page 1 of 13

1 Introduction

1.1 Background

The Apsley River Bridge is located approximately 5 kilometres south of Bicheno on the Tasman Highway (Link 42). The bridge was constructed in 1947 and is comprised of 12 simply supported spans with a total length of 146 metres. A detailed structural assessment has been undertaken on the bridge, which found the structure is unacceptable to support current truck, axle and crane loads under normal operating conditions. The Department of State Growth (Department) is therefore planning to replace the bridge to improve safety for road users, and enable continued access for these heavier vehicles.

1.2 Project Objectives

The primary objective of the project is to replace the existing structure with a contemporary bridge designed in accordance with the current Australian Standard 5100-2017: Bridge Design, in particular to take SM1600 loading and have a 100 year design life. The Apsley River Bridge provides an important regional link to the town of Bicheno for freight vehicles, and its replacement will ensure that no load limit will have to be enforced on the bridge due to constraints on the capacity of the structure. Due to the existing horizontal alignment being sub-standard on the western approach to the bridge, where a design speed of approximately 70km/h exists, the replacement bridge is to be constructed on a much improved alignment. Hence the objective of this new alignment will be to meet the requirements for a 100km/h design speed.

1.3 Project Location

Located approximately 5 km south west of Bicheno on the Tasman Highway, the site is on the Apsley River within the Swan - Apsley catchment and is identified in Figure 1. The site is located on the alluvial plains associated with the river and is below the 20 m contour.

Areas surrounding the site are used for rural activities, predominantly grazing, with a hard rock quarry located approximately 500 m from the existing bridge. The Tasman Highway is now marketed as The Great Eastern Drive. It is the major east coast road link and this section links the coastal centres of Bicheno, Coles Bay and Swansea, passing a number of tourist attractions such as vineyards, beaches and national parks. This section is also a popular cyclist route.

The Apsley River corridor contains riparian vegetation which extends along the river banks and over the top of the bank in this location.



Figure 1: Locality Plan

1.4 Strategic Context of the Project

1.4.1 Alignment with Approved Strategies

The Apsley River Bridge has been identified for replacement by the Department due to its structural deficiency to support current truck, axle and crane loads under normal operating conditions. The current bridge therefore presents a major safety concern to users of this section of the Tasman Highway. In addition to the structural deficiency of the bridge, the road geometry in the immediate vicinity of the bridge has been deemed to be acceptable only for a design speed of 70km/h. This project will incorporate an improvement in the road alignment such that a 100km/h design speed is achieved, consistent with the Tasman Highway in this vicinity. In combination with the new bridge being designed to current Australian Standards, this project will achieve a significant safety improvement for this section of the Tasman Highway.

Tasman Highway

Apsley River Bridge



1.4.2 Alignment with Planning Policies and Themes

This bridge replacement and road realignment is consistent with other bridge strengthening and replacements projects recently undertaken by the Department, for the purposes of both safety upgrades and improving accessibility for heavier vehicles to parts of the state road network. The replacement of the Apsley River Bridge will mitigate the need to otherwise enforce load limit restrictions to the bridge, which would have the potential to have a major impact on heavy vehicle operators in the region, and hence local industry. In addition to the freight benefits, wider shoulders and higher bridge barriers shall be constructed to improve the safety for cyclists on this popular tourist route.



2 Project Details

2.1 Proposed Works

The proposed works for the Apsley River Bridge replacement include:

• Construction of a new 90 metre overall simply supported Super-T bridge structure with three equal 30 metre spans, adopting spill through style abutments. The new bridge shall be situated on a new alignment upstream of the existing bridge;

• A total of 1434 metres of realigned road on both approaches to the bridge, the new road alignment being designed for the specified design speed as described in Section 2.2; and

• Demolition of the existing Apsley River Bridge structure and rehabilitation of the redundant road sections.

Preliminary design drawings for the road realignment and bridge structure are included in Appendix A.

2.2 Design Speed

The design speed for the Highway at the Apsley River Bridge will be increased to 100km/h. While this is above the current design speed in a number of locations on the Tasman Highway, it is consistent with this section of the highway and it is appropriate to position and design a replacement bridge with a 100 year design life to this standard.

2.3 Road Cross Section

Design cross sections have been agreed with the Department in accordance with target widths appropriate to the assigned road category in the State Roads hierarchy including scope for the future. The agreed cross sections for the new road are:

• 3.1m wide traffic lanes throughout;

• 1.4m wide sealed shoulders at the approaches to and departures from the bridge where safety barriers exist;

• 1.0m wide sealed shoulders elsewhere;

• Verges are to be sealed to 0.5m behind the safety barrier where safety barrier is to be installed to reduce maintenance costs and increase safety; and

• 0.5m wide unsealed verges elsewhere. Cross-falls are in accordance with standard guideline practice at 3% with superelevation to match design speed on the horizontal curves.

2.4 Drainage

Table drains have been provided in the design to direct water toward the Apsley River from each direction and on each side of the road. No cross drainage is proposed as all flows gravitate directly to the River. Culverts will be placed under property accesses as necessary. Grassed swales are proposed on the major drains to improve water quality entering the Apsley River.



Subsoil drainage will be provided where required to ensure the protection of the new road pavement.

2.5 Utilities

Review of information obtained through topographic survey and a Dial Before You Dig query indicates that the following public utilities are located within the Highway Reservation:

• Overhead electricity, owned by TasNetworks, and

• Underground telecommunication cables, owned by Telstra. Consultation with the public utility owners is currently being undertaken regarding the relocation and protection requirements for utilities impacted by the upgrade works.

2.5.1 Overhead Electricity

An overhead electricity line is located parallel to the Highway on the eastern and the western approach to the bridge. The poles are generally positioned in close proximity to the fence line and cross the existing road from the north side of the road to the south side as the road heads east away from the bridge. A number of poles will be relocated as part of the project. There is an overhead crossing of the Highway to the east of the bridge that provides a connection to private property.

2.5.2 Telecommunication Cables

There are telecommunications cables located on the western approach to the bridge, however, these are not affected by the proposed works and are understood to be redundant.



3 Social, Environmental Impacts and Stakeholder Engagement

3.1 Property Acquisition

Construction of the bridge and associated road realignment will require acquisition to be undertaken on two titles, CT 47296/1 and 32288/1 both are owned by the same owner. In addition, modifications to existing road reserves on both sides of the river will be required. New fencing will be required at the newly created boundary. The road is currently proclaimed as a highway on its existing alignment. The matter of proclamation of the new road alignment may be expected to be dealt with during the detailed design phase of the project.

3.2 Property Accesses

Deviation of the Highway will result in a redundant section of the existing Tasman Highway being abandoned when the new alignment is opened to traffic. The design drawings indicate the rehabilitation of this redundant road, but the exact nature of the treatment required will be finalised in negotiation with the affected landowner. An access to a private road listed as “future road” on The List is used by the quarry to the north of the subject site. The access will be reconstructed to suit the new alignment. Other gates for farm access will be relocated following negotiation with the landowner.

3.3 Noise

The nearest residence is located approximately 2 km away and is in the same ownership as the land that must be acquired for the new bridge and road realignment. Other buildings located 2 km from the site (adjacent the river) are associated with the stockpiling of quarry materials on the same site. The Department uses the Tasmanian State Road Traffic Noise Management Guidelines to manage traffic noise on State Roads. The Guidelines have been endorsed by the Environment Protection Authority (Tasmania). The Department has applied the Guidelines and determined that the project is not an eligible scenario for noise mitigation, being a safety upgrade of an existing road. Notwithstanding this and the nature of the proposed works, the operational noise generated once construction is completed is not considered likely to increase significantly. There will be short term noise associated with construction generated by machinery and safety requirements (reverse beepers), however there will be no impact from this on sensitive uses.



3.4 Flora and Fauna

The Department engaged Environmental Consulting Options Tasmania (ECOtas) to undertake a flora and fauna habitat assessment of the area around the existing Apsley River Bridge. This was undertaken to ensure that the requirements of the identified ecological values are appropriately considered during further project planning under local, State and Commonwealth government approval protocols. The study area comprised the flood plain of the Apsley River on either side of the existing Apsley River Bridge and adjacent to the Tasman Highway. The topography of the study area is a broad flood plain of the Apsley River, with no significant aspect. The geology is mapped at the 1:250,000 scale as Quaternary-age (Holocene) “sand, gravel and mud of alluvial, lacustrine and littoral origin” (geocode: Qh). Land tenure and other categorisations of the study area comprise of private titles (PID 2976701; title references 47296/1, 36272/1 & 32288/1; 17010 Tasman Highway) and some open areas of water that appear to not have title references. The area falls under the Glamorgan-Spring Bay municipality, with the private titles zoned as Rural Resource under the Glamorgan-Spring Bay Interim Planning Scheme 2015, and the linear road zoned as Utilities, with the following overlays:

• Biodiversity Protection Overlay: most of riverine forest, marked as “Eucalyptus ovata forest and woodland” (TASVEG code: DOV);

• Scenic Landscape Corridor (100 m buffer of major road centreline in rural areas); and

• Waterway and Coastal Protection Area (most of study area). A number of flora species and vegetation types listed under the Tasmanian Threatened Species Protection Act 1995 (TSPA) and, or the Commonwealth Environment Protection and Biodiversity Protection Act 1999 (EPBCA) were identified within the project area.

No evidence of any fauna species listed under either the TSPA or the EPBCA was identified within the project area. However, potential habitat for several species was identified within the project area including Sarcophilus harrisii (Tasmanian devil) [EPBCA: EN; TSPA: e], Dasyurus maculatus subsp. maculatus (spotted-tailed quoll) [EPBCA: VU; TSPA: r] and Prototroctes maraena (Australian grayling) [EPBCA: VU; TSPA: v].

The assessment identified seven vegetation types under the TASVEG mapping units, with three (DOV, WVI and SRE) classified as threatened under Schedule 3A of the Tasmanian Nature Conservation Act 2002 (NCA). The DOV-WVI-SRE mosaic could equate to the threatened ecological community Eucalyptus ovata – Callitris oblonga Forest, listed as Vulnerable on the Commonwealth Environment Protection and Biodiversity Conservation Act 1999, although the limited occurrence of the key required species (Callitris oblonga) means that this classification is tenuous in the present case, despite available documentation and maps recognising the Apsley River Bridge site as supporting the EPBCA-listed entity. There is a proposal before the Commonwealth government to list, as Critically Endangered, a new threatened ecological community, proposed to be named “Tasmanian Forests and Woodlands dominated by Eucalyptus ovata (black gum)”. This community incorporates the TASVEG unit DOV, which was identified within the project area. The proposal to list Black gum is still subject to review and consideration.



The Department of State Growth sought legal advice from the Department’s Legal Support Area on whether the project should be referred under the EPBCA for the small amount of Black gum required for clearing. Advice received on the 19 June 2017, stated that given the community isn’t listed, then referring the project under the EPBCA is not possible. The Department of State Growth has decided to proceed in accordance with this advice. Table 1 below summarises the key issues identified in the ECOtas report.

Table 1: Flora and Fauna Key Issues

Fauna (TSPA/EPBCA listing status)

Comment

Flora

(TSPA/EPBCA listing status)

Comment Conclusion

Potential habitat for:

Tasmanian Devil

(e/EN)

Spotted tailed quoll (r/VU)

Eastern quoll

(-/EN)

Eastern Barred Bandicoot

(-/VU)Green and Gold Frog

(v/VU)

Australian Grayling

(v/VU)

Swift Parrot

(e/CR)

Limited potential for Tasmanian Devil and spotted-tail quoll dens but no evidence of presence was recorded.

Grayling habitat known from upstream and downstream of project area indicating project an important part of the migratory habitat of the species.

Some mature habitat trees occur within the study area. Minimising impact to mature trees is recommended.

Two flora species listed on TSPA and EPBCA:

Callitris oblonga subsp. oblonga (v/EN) 8 healthy individuals confined to one area.

TASVEG units DOV-WVI-SRE (t/T).

TSPA permit likely requirement.

Offsets unlikely to be required but DPIPWE should be consulted depending on final design and vegetation impact area.

Final impacts are to be quantified post design

Avoid impact to majority of habitat trees where possible

A Permit to take flora will be required prior to construction unless avoidance measures can be implemented.

Another inspection of potential habitat trees identified for removal is recommended to ensure no impacts to potential habitat for threatened fauna species.

Consideration has been given to minimising impact on threatened species during the development of the design. The proposed alignment would require some clearing of Eastern Riparian Scrub, Black Gum and potentially a single Callitris Oblonga. Under state regulations, the Department has an exemption from requiring a Forests Practices Plan under the Nature Conservation Act 2002 to clear listed vegetation, for the purposes of upgrading and maintaining road and bridge infrastructure. Given the scale of the clearing is minor, the Department is confident that impacts to state listed flora can be subsequently managed through permits. It is intended to treat weeds through the incorporation of appropriate weed management clauses into the construction specification.



3.5 Aboriginal Heritage

There are no sites of Aboriginal Heritage value to be maintained or conserved at the project site. As part of the Contract Management Plan, the contractor will be required to implement an Unanticipated Discovery Plan should any unexpected finds be encountered during construction.

3.6 Historic Heritage Assessment

There are no sites of European Historic Heritage value to be maintained or conserved at the project site.

3.7 Landscape and Visual Impacts

The proposed bridge replacement incorporates changes to the existing Highway alignment over approximately 1434 metres in the vicinity of the Apsley River. This realignment of the highway and construction of the new bridge will result in a minor change of the landscape in the area. Some clearing will be required to facilitate the construction works, it is expected that any construction tracks as well as the original alignment will return over time to form Eastern Riparian Scrub as is current located adjacent to the current bridge.

3.8 Stakeholder Engagement

The Department has undertaken active engagement with key stakeholders, including the Glamorgan Spring Bay Council and the affected landowner. Stakeholder engagement activities undertaken include individual meetings and telephone discussions with the landowner. Public display plans were placed at Bicheno news agency, Council Chambers at Triabunna and the East Coast Heritage Museum in Swansea. The display information includes an address for the Department’s road project webpage http://www.transport.tas.gov.au/road/projects where the plans can be viewed online. This also includes a 1800 phone number which enables the public to contact the Department throughout the life of the project. At this stage, no feedback has been received through the 1800 phone number and there has been no negative feedback from the Council or the affected landowner.

3.9 Development Approvals

The project site is within the area covered by the Glamorgan Spring Bay Interim Planning Scheme 2015. The current highway alignment is zoned Utilities under the Planning Scheme while adjacent land is zoned Rural Resource. Parts of the area are impacted by the following planning scheme overlays:

• The river is covered by a Biodiversity Protection overlay – this extends both sides of the river and will impact on the bridge location in this area

• The area 100 m either side of the existing highway is covered by a Scenic Landscape Corridor overlay, the new bridge and road will also be impacted by this overlay

http://www.transport.tas.gov.au/road/projects



• The wetland and river to the north (upstream) of the existing bridge is covered by the Waterway and Coastal Protection overlay area.

A planning application was lodged with the Glamorgan Spring Bay Council. The application was advertised by Council and no representations were received. The Development Permit was issued with no unusual conditions applied.



4 Project Program and Costs

4.1 Project Program

The key activities and their completion dates are outlined in Table 2.

Table 2: Project Program

It is noted that 2017-18 and 2018-19 budget allocations may require a delayed Tender and Contract Award timeframe to keep annual expenditure within allocated budgets.

Activity Completion

DA Lodgement May 2017

Preliminary design June 2017

Detailed Design and Preparation of Tender Documents

August 2017

PSCPW approval September 2017

Tender Process September-

October 2017

Land acquisition September 2017

Award of Construction Contract November 2017

Construction Commencement December 2017

Construction Completion February 2019



4.2 Estimate of Possible Costs

A cost estimate has been prepared based on the design presented in this report.

Quantities have been taken from the current design model and rates estimated from similar projects and experience. The Department’s standard procedure of preparing P50 and P90 cost estimates has been adopted. The P50 estimate represents a probability of 50% that the project cost will not be exceeded and the P90 represents a 90% probability that the cost will not be exceeded. The inherent risks and contingent risks incorporated in the P50 and P90 cost estimates reflect similar project work, the identified unique aspects of this project and the experienced judgment of the estimator.

The P50 cost estimate is summarised in Table 3.

Table 3: P50 Estimate of Possible Cost

Costs

Scoping and Development Phase $756,832

Delivery Phase (including service relocations, construction and land acquisition)

$8,087,840

Contingencies and escalation $921,328

Total Project P50 Estimate of Cost* $9,766,000

*Total cost inclusive of P50 contingency and cost escalation.



5 Conclusion

A new bridge is proposed to replace the existing Apsley River Bridge, inland from Bicheno. The proposed bridge will be located on a new alignment upstream of the existing bridge, necessitating new road approaches and the removal of riparian vegetation. The new alignment addresses the current road geometry deficiencies to achieve the target design speed of 100km/h, and adopts the Department’s target widths for the relevant road category of two 3.1 metre lanes with 1.4 metre sealed shoulders (1.0m distant from the bridge) and 0.5 metre unsealed verges (sealed behind traffic barriers). The proposed new bridge is a 90 metre overall length, simply supported, Super-T structure with three equal 30 metre spans, adopting spill through style abutments. The replacement structure is designed in accordance with the current Australian Standard 5100-2017: Bridge Design, in particular to take SM1600 loading and have a 100 year design life. The new bridge will hence be able to accommodate all traffic using the road on a long term basis, and mitigates the need to otherwise enforce load limit restrictions on the bridge. The overall outcome of the project is a major safety improvement for users of the Tasman Highway in the vicinity of the Apsley River Bridge.

It is recommended that the project be approved to enable the detailed design to be finalised and tendering and then construction to proceed.


Version: 2 Date: 18 August 2017

Appendix A. Stakeholder Concerns

No negative feedback has been received.


Version: 2 Date: 18 August 2017

Appendix B. Preliminary Design Drawings

CONTRACT NO. 2402

DESIGN

-

LINK 42, 5.49

LINK 42, 6.73

REVISION

PRINTED DATECONTRACT No. DRAWING

09-Jun-17, 1:21 PM


NAME

NAME

DESIGNED

DESIGN REVIEW

NAME

NAME

SETOUT REVIEW

STRUCTURAL REVIEW

I CERTIFY THESE DRAWINGS HAVE

BEEN PREPARED IN ACCORDANCE

WITH THE BRIEF AND AS DETAILED IN

THE FINAL DESIGN REPORT.

THESE DRAWINGS HAVE BEEN CHECKED,

TAKEN TO SITE AND VERIFIED THAT

THEY ARE APPROPRIATE FOR SITE

CONDITIONS AND CONSTRAINTS.

THE DRAWINGS ARE RECOMMENDED

FOR ACCEPTANCE.

SIGNED DATE

DESIGN MANAGER

(DESIGN ORGANISATION)

SIGNED DATE

(DESIGN ORGANISATION)

PRINCIPAL

THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN BRIEF

AND PROJECT SCOPE. THE DRAWINGS ARE RECOMMENDED FOR ACCEPTANCE.

SIGNED DATE

PROJECT

MANAGER

SIGNED DATE

ACCEPTED

MANAGER

SIGNED DATE

SIGNED DATESIGNED DATE

SIGNED DATE

SHEET No.

No. of SHEETS

FINISH:

START:

ROAD LINK No.

REGISTRATION NUMBER

TASMAN HIGHWAY (A0113)

APSLEY RIVER (LILLA VILLA) BRIDGE (B6159)

BRIDGE REPLACEMENT

A0113.021

1000

A

2402 HB17182-C1000

PRINTED DATECONTRACT No.

SCALES

This sheet may be prepared using colour and may be incomplete if copied


DateInitialsAmendment DescriptionNo.

SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:21 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

TABLE OF CONTENTS

A0113.021

1001

A

2402

NTS

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY

A PRELIMINARY DESIGN R.C 09/06/2017

HB17182-C1001

TABLE OF CONTENTS

SHEET NUMBER REV DESCRIPTION

1000 A COVER SHEET

1001 A TABLE OF CONTENTS

1002 A PROJECT LEGEND - DRG 1 OF 5





1021 A GENERAL ARRANGEMENT - KEY PLAN

1041 A TYPICAL SECTIONS AND DETAILS

1101 A GENERAL ARRANGEMENT PLAN









1701 A LONGITUDINAL PROFILE MCB0 - DRG 1 O 3

1702 A LONGITUDINAL PROFILE MCB0 - DRG 2 O 3

1703 A LONGITUDINAL PROFILE MCB0 - DRG 3 OF 3

1751 A CROSS SECTIONS (MCB0) - DRG 1 OF 37




















TABLE OF CONTENTS

SHEET NUMBER REV DESCRIPTION


















1802 A GENERAL ARRANGEMENT

1803 A SECTIONS - SHEET 1 OF 2

1804 A SECTIONS - SHEET 2 OF 2

BICHENO

SWANSEA COLES BAY

FINGAL

ST. MARYS

BICHENO

LAUNCESTON

HOBART

LOCALITY PLANNTS

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

LOADING BAY-DOCK

ABUTMENT BOTTOM

ABUTMENT BOTTOM POINT

ABUTMENT TOP

ABUTMENT TOP POINT

CAP-PILE

DECK

EXPANSION JOINT

EXPANSION PLATE

HEADSTOCK

PIER-COLUMN

PIER-COLUMN POINT

UNDERNEATH CLEARANCE

WING WALL

DIGITAL CADASTRE (ACCURACY 1.0m)

DIGITISING EXTENT (PHOTO)DP OVERLAY (ACCURACY 0.1m)(CALCULATED FROM DEPOSITED PLAN)EASEMENTFIELD COMPLETIONBOUNDARY (PHOTO) (NF)FIELD SURVEY EXTENT (PHOTO)

LOCAL GOVERNMENT

PARISH

TITLE (ACCURACY 0.02m)

AWNING

AWNING - POINT

BOTTOM OF WALL

BUILDING EAVES

BUILDING WALLS

CEMETERY

CONCRETE SLAB AT GROUND LEVEL

CORNER OF BUILDING AT NS

DOORWAY

TELEPHONE SINGLE CONCRETE PIT

FLOOR LEVEL

GENERAL BUILT-UP AREA

TELEPHONE TRANSMITTER - MOBILE

MISCELLANEOUS STRUCTURE

RETAINING WALL

RUIN

SILO OR TANKS

SPORTING ARENA

STAIRS - OUTSIDE

SWIMMING POOL

TOP OF WALL

ABOVE GROUND JOINING POST

ITS CABLE

OPTICAL FIBRE - ABOVE GROUND

OPTICAL FIBRE - DIGITISED (GIS)

OPTICAL FIBRE - UNDERGROUND)

FENCE LINE

OPTICAL FIBRE CABLE MARKER

OPTICAL FIBRE FIBRE CONDUIT

OPTICAL FIBRE JUNCTION BOX

OPTICAL FIBRE PIT

STD MAIN PIT

TELEPHONE - HOUSE CONNECTION

TELEPHONE - BOX

HEADSTONE

TELEPHONE BOX POINT

TELEPHONE CABLE MARKER

TELEPHONE CONDUIT

TELEPHONE LINE

TELEPHONE LINE - DIGITISED (GIS)

TELEPHONE POLE

PUMP

TELEPHONE SUMP

SAFETY FENCE - PEDESTRIAN

TELEPHONE TRIPLE CONCRETE PIT

TELEPHONE TWIN CONCRETE PIT

CONTOUR - AUX {DECIMETRE}

CONTOUR - AUX {WHOLE METRE}

CONTOUR - INDEX

CONTOUR - INDEX DEPRESSION

CONTOUR - INTER DEPRESSION

CONTOUR - STANDARD-INTER

BIN - LARGE

BOX CULVERT - 225 HIGH

BOLLARD

BUS SHELTER

BUS STOP

FENCE


FENCE MANPROOF

FENCE OTHER

FENCE POST-GUIDE POST

FIREPLACE

FLAG POLE

GATE


HISTORICAL POINT OF INTEREST

LARGE SIGN

MAILBOX

PARKING METER


PICNIC TABLE

DISH DRAIN

RUBBISH BIN

DRAIN-TABLE DRAIN

SEAT

SIGN POST

SIGN POST - DOUBLE SIDED

SIGN WITH OUTREACH

WINDMILL

WINDMILL - POINT

BATTER DRAIN / GI FLUME


HEADWALL BOTTOM POINT





INVERT - 225 DIA






INVERT - 750 DIA


INVERT - 1050 DIA




INVERT - 1650 DIA

BOX CULVERT - UNSPECIFIED HEIGHT

INVERT - 1800 DIA

INVERT OF PIPE

DRAINAGE BOX

DRAINAGE - DIGITISED (GIS)

PIPE - 225 DIA

DRAINAGE JUNCTION MANHOLE

DRAINAGE PIT

END OF WINGWALL

FLOOD HEIGHT

GULLY PIT

GULLY PIT POINT

HEADWALL BOTTOM

PIPE - 900 DIA

HEADWALL TOP

HEADWALL TOP POINT

INLET TO SUMP

INVERT - 300 DIA

PIPE - 1200 DIA

INVERT - 375 DIA

INVERT - 450 DIA

INVERT - 525 DIA

INVERT - 600 DIA

INVERT - 900 DIA

INVERT - 1200 DIA

INVERT - 1350 DIA

INVERT - 1500 DIA

INVERT OF SUBSOIL DRAIN OUTLET

KERB INLET

OBVERT OF PIPE

PIPE - 300 DIA

PIPE - 375 DIA

PIPE - 450 DIA

PIPE - 525 DIA

PIPE - 600 DIA

PIPE - 750 DIA

PIPE - 1050 DIA

PIPE - 1350 DIA

AB

AT

BC

BP

●

| | | | | |

AIR

| | | | | |

□□ □ □ □ □ □

AW

CB

FL

▯▯▯▯▯▯▯▯▯

T

T(FO)

TC(FO)

T

T

ITS

T(FO)A

OFC

OJB

OFP

TSP

TB

TC

TDP

TPL

TTM

T(FO)

TC

AJP

| |

|

X

/

//

□ □ □

BUS

FLG

BIN

PUMP

3.3H 3.3H

3.6H 3.6H

?H ?H

600H 600H

750H 750H

900H 900H

300H 300H

375H 375H

450H 450H

1.05H 1.05H

1.8H 1.8H

2.1H 2.1H

2.4H 2.4H

1.2H 1.2H

1.5H 1.5H

2.7H 2.7H

225H 225H

3.0H 3.0H

150H 150H

D

GP

DP

Ø300 Ø300

Ø225 Ø225

Ø600 Ø600

Ø375 Ø375

Ø450 Ø450

Ø525 Ø525

Ø750 Ø750

IN600 Dia

Ø1200 Ø1200

Ø900 Ø900

Ø1050 Ø1050

SW

IN1500 Dia

EW

FH

HWB

HWT

IL

IN225 DiaIN300 DiaIN375 DiaIN450 DiaIN525 Dia

IN900 Dia

IN750 Dia

IN1050 DiaIN1200 DiaIN1350 Dia

IN1800 Dia

IN1650 Dia

IN

SD

OB

Ø1350 Ø1350

D

E BUIL (BUILDINGS & STRUCTURES)

E BDGE (BRIDGE STRUCTURES)

E COMM (COMMUNICATIONS)

E DRAIN (STORMWATER) Continued

E DRAIN (STORMWATER)

E CULT (CULTURAL)

E CONT (PHOTOGRAMMETRY)

E BDYS (BOUNDARIES)

TELEPHONE DISTRUBUTION PILLAR

(AB--)

(PABB)

(AT--)

(PABT)

(PBCP)

(BR--)

(XJ--)

(XP--)

(HS--)

(BC--)

(PBPI)

(UC--)

(WW--)

(BM--)

(DE--)

(BO--)

(BE--)

(NF--)

(FS--)

(BL--)

(BT--)

(AW--)

(PAWN)

(BW--)

(BV--)

(BU--)

(OC--)

(VE--)

(PCBU)

(DO--)

(PFLR)

(OB--)

(LB--)

(OM--)

(RW--)

(OR--)

(OS--)

(OO--)

(SO--)

(OT--)

(TW--)

(PTJP)

I(IT--)

(OA--)

(OZ--)

(OU--)

(POFM)

(OD--)

(POFJ)

(POFP)

(PTMP)

(TY--)

(TX--)

(PTBX)

(PTCM)

(TD--)

(TN--)

(TZ--)

(PTPL)

(PTSP)

(TS--)

(PMPT)

(YQ--)

(Y---)

(Z---)

(ZQ--)

(XQ--)

(X---)

(BI--)

(AC--)

(BH--)

(PBUS)

(FE--)

(FL--)

(FM--)

(FC--)

(POST)

(PFPL)

(PFLG)

(AG--)

(PHST)

(PHIS)

(SI--)

(PMBX)

(PKME)

(TA--)

(PWEP)

(PBIN)

(SF--)

(SE--)

(PSIN)

(PSDS)

(SX--)

(PWML)

(B6--)

(B7--)

(B9--)

(D0--)

(D1--)

(D2--)

(D3--)

(D4--)

(D5--)

(D6--)

(D7--)

(D8--)

(D9--)

(UB--)

(PI18)

(DD--)

(PINV)

(DT--)

(DX--)

(DZ--)

(PDJM)

(DP--)

(PEWW)

(PFHT)

(IP--)

(PGUL)

(HB--)

(PHWB)

(HW--)

(PHWT)

(PI01)

(PILT)

(PI02)

(V2--)

(PI03)

(PI04)

(PI05)

(PI06)

(PI07)

(PI09)

(PI10)

PI12)

(PI13)

(PI15)

(PI16)

IPSDO)

(KI--)

(POBV)

(U1--)

(U2--)

(U3--)

(U4--)

(U5--)

(U6--)

(U7--)

(U9--)

(V1--)

(V3--)

(PTDP)

(PMKE)

(BP--)

(PTSP)

(PTTP)

(OW--)

(DF--)

(B0--)

(B1--)

(B2--)

(B3--)

(B4--)

E BUIL (BUILDINGS & STRUCTURES) Continued E CULT (CULTURAL) Continued

MARKER - ENVIRONMENTAL/OTHER

DP


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:21 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

PROJECT LEGEND - DRG 1 OF 5

A0113.021

1002

A

2402

NTS

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1002

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

WATER COURSE

WATER LEVEL POINT

CONDUIT

CABLE MARKER

DISTRIBUTION FUSE POINT

LINE - MAJOR TRANSMISSION

POLE - POWER AND LIGHT

PIPE - 1500 DIA

POWER SERVICE PILLAR - UNDERGROUND

PIPE - 1650 DIA

PIPE - 1800 DIA

PIPE - UNSPECIFIED DIAMETER

SUBSOIL DRAIN FLUSH POINT/MARKER

TOP OF CONCRETE JUNCTION BOX

PHOTO CENTRE

CABLE JUNCTION BOX

VERTICAL CONTROL POINT

CABLE MANHOLE

HOUSE CONNECTION

ETHANE PIPELINE

GARDEN LIGHT

HIGH TENSION PYLON

MAIN - HIGH PRESSURE PIPELINE

HOUSE CONNECTION

LIGHT WITH OUTREACH

LINE - DIGITISED

PIPELINE MARKER - HIGH PRESSURE

LINE - MINOR TRANSMISSION

LINE - UNDERGROUND

MAIN SUMP

POLE - LIGHT

POLE - POWER

VALVE BOX

POLE - POWER AND TRANSFORMER

PYLON LEG

STAY ANCHOR POLE

STAY POLE

SUSPENDED LIGHT

TRANSFORMER CABINET

TRANSFORMER CABINET CENTRE

HORIZONTAL CONTROL POINT

MINOR CONTROL POINT

MAIN - DIGITISED (GIS)

MAIN - LOW PRESSURE

MAIN - NYLON

HAZARDOUS SITE

MAIN - POLYETHYLENE

MANHOLE COVER

METER

PIPELINE MARKER

REGULATOR BOX

TEST POINT

VENT PIPE

ENDANGERED COMMUNITY

ENDANGERED ECOLOGICAL COMMUNITY

INDIGENOUS HERITAGEAREA

NON INDIGENOUS HERITAGE SITE

WC

Ø1050 Ø1050

Ø? Ø?

Ø1650 Ø1650

Ø1500 Ø1500

SF

SW

E(OH)

EC

WL

E(U)

E(TL)

EH

EC

EMH

MCP

EJB

EFP

EGL

EP

E

HCP

HP

EG

GH

G

GP

HG

LG

GN

GMH

GPE ELEC

E FOTO (PHOTOGRAMMETRY)

E HERI (HERITAGE)

E LNMK

E MARK (SURVEY MARKS)

E RAIL

ALIGNMENT PIN

RAILWAY CONTROL BOX

BENCH MARK

RAILWAY FORMATION EDGE

BOLT

RAILWAY RAMP

BOUNDARY PEG

RAILWAY SIGNAL

BOUNDARY ARROW

RAILWAY SIGNAL TROUGH

DRILL HOLE AND WING

RAILWAY SIGNAL TROUGH - POINT

DUMPY PEG

RAILWAY STANCHION

G I NAIL

RAILWAY TRACK CENTRE

G I PIPE

MISCELLANEOUS SURVEY MARK

RAILWAY TRACK MONUMENT

NAIL

TOP OF RAIL - POINT

PERMANENT MARK

TOP OF RAILWAY PLATFORM

RM CONCRETE BLOCK

CONTROL MARK

SPIKE

STAR PICKET

BORE HOLE

CAMERA - FLASH UNIT

CHECK STRING

GATIC COVER LID

GOLF COURSE

HIGH PRESSURE OIL PIPELINE

HIGH PRESSURE OIL PIPELINE MARK

HOTSPOT

JOIN LINE (BOUNDARY)

BREAK STRINGS

PARK OR OPEN SPACE

PETROL PUMP

POT HOLE - NULL LEVEL

POT HOLE - WITH RL

RED LIGHT-SPEED-TRAFFIC CAMERA

SEISMIC LINE

SEISMIC TEST SHOT

SERVICE-JUNCTION BOX

STOCK GRID

STOCKPILE

TEST PIT

UNDERGROUND TANK

UNDERGROUND TANK POINT

UNIDENTIFIED POLE

UNIDENTIFIED SERVICE

ARROW - LEFT TURN

ARROW - RIGHT TURN

ARROW - STRAIGHT AHEAD AND LEFT

ARROW - STRAIGHT AHEAD AND RIGHT

BARRIER AND SEPARATION

CHEVRON MARKING LEFT

CHEVRON MARKING RIGHT

CLEARWAY (3x3)

CONTINUITY/EDGE INTERMITTENT (1x3)

DOUBLE BARRIER

LANE (3x6)

LANE/SEPARATION LINE (9x3)

GIVEWAY/HOLDING LINE/JUNCTION CONTINUITY

LANE/SEPARATION (3x9)

PEDESTRIAN CROSSING (SIGNALS)

PEDESTRIAN CROSSING ZEBRA

PEDESTRIAN CROSSING APPROACH (ZIG ZAG)

SEPARATION (3x1)

SEPARATION AND BARRIER

SPEED ZONE - 40km/h

SPEED ZONE - 50km/h

SPEED ZONE - 60km/h

SPEED ZONE - 70km/h

SPEED ZONE - 80km/h

SPEED ZONE - 90km/h

SPEED ZONE - 100km/h

SPEED ZONE - 110km/h

UNBROKEN

TM

40

50

60

70

80

90

100

110

ARROW - STRAIGHT AHEAD

BM

BL

BP

DH

DP

GI

PI

SM

NA

PM

CM

SK

AP

RM

E MISC

UT

FLASH

GAT

HPO

BR

PP

PHOLE

CAM

TS

?P

?

HO

PHOLE

BH

TP

RS

RCB

RS

RST

RTM

RA

TOP OF RAIL

* DENOTES SYMBOL SCALED FOR CLARITY

(V5--)

(V6--)

(V8--)

(UU--)

(PSFP)

(PJBX)

(WC--)

(PWLP)

(PECM)

(ED--)

(PEFP)

(PPLP)

(PEUP)

(PEJB)

(PEMH)

(PVCP)

(HA--)

(PLGN)

(DG--)

(PHTT)

(HG--)

(EY--)

(LI--)

(EZ--)

(UE--)

(UL--)

(EU--)

(EN--)

(PLPL)

(PPPL)

(PGAS)

(PPTR)

(EL--)

(PSAP)

(PSPL)

(PLSU)

(EC--)

(PETC)

(PHCP)

(PMCP)

(PPCN)

(ZG--)

(LG)

(NG--)

(PHAZ)

(YG--)

(PGHL)

(PGMR)

(PGPM)

(PGHM)

(PGRB)

(PGTP)

(PGVP)

(PHEC)

(PHEE)

(PHIA)

(PHNI)

(PAPN)

(PRBX)

(PBMK)

(RF--)

(PBLT)

(RR--)

(PBPG)

(PRSG)

(PSSB)

(RS--)

(PDHL)

(PRCC)

(PDPY)

(PSTR)

(PGIN)

(RT--)

(PGPI)

(PMSM)

(PRTM)

(PNAL)

(PRAL)

(PPMK)

(RP--)

(PRMB)

(PCMK)

(PSKI)

(PSTA)

(PBHX)

(PCFU)

(QQ--)

( PGAT)

(OG--)

(HO--)

(POHM)

(HP--)

(JL)

(PBRK)

(OP--)

(PPET)

(PHNL)

(PHRL)

(PCAM)

(SL--)

(CC--)

(DB--)

(DC--)

(DA--)

(CG)

(LL--)

(CX--)

(CZ--)

(CA--)

(CN)

(S4--)

(S5--)

(S6--)

(S7--)

(S8--)

(S9--)

(S1--)

(S2--)

(PTMX)

(CD--)

(RA--)

(AL--)

(AR--)

AE--)

(AI--)

(BS--)

(CV--)

(CY--)

(CW--)

(SB--)

(AS--)

(PSTS)

(US--)

(SG--)

(OH--)

(PGEO)

(UT--)

(PUTP)

(PPOL)

(PUSR)

E DRAIN (STORMWATER) Continued E GAS E LNMK Continued

STATE SURVEY MARK

TRIG STATION-CONCRETE PILLAR

WATER BOARD PM

SS

TS

WB

(PSSM)

(PTSS)

(PDSM)


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:21 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1003

A

2402

NTS

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1003

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

AP-DH-GI-PIPE OR RMCB

BOLT-DUMPY-NAIL-SPIKE

DEFAULT SURVEY MARK

PEG

PM SSM OR CONTROL MARK

TRIG STATION

SIGNAL DETECTOR

TRAFFIC CONTROL SIGNAL

TRAFFIC LIGHT WITH OUTREACH

TRAFFIC SIGNAL CONTROLLER

TRAFFIC SIGNAL DETECTOR

TRAFFIC SIGNAL JUNCTION BOX

BACK OF KERB

CENTRE OF ROAD

GREY (AUTOCAD COLOUR 8)

DRIVEWAY

WHITE (AUTOCAD COLOUR 7)

EDGE OF FORMATION

YELLOW (AUTOCAD COLOUR 2)

EDGE OF MEDIAN

RED (AUTOCAD COLOUR 1)

EDGE OF PAVEMENT

CYAN (AUTOCAD COLOUR 4)

EDGE OF TRACK

EDGE OF UNSEALED ROAD

FOOTPATH

BOTTOM OF BANK-EMBANKMENT

GUTTER FLOW LINE

BREAKLINE OR RIDGE

LIP LINE

CLIFF-ESCARPMENT

OFFSET CROWN-CROWN

CULTIVATION PASTURE

PRAM RAMP

EDGE OF GARDEN

SAFETY BARRIER GUARD FENCE

FORD

SAFETY BARRIER TYPE F

GRASSLAND

SAFETY BARRIER WIRE ROPE

LAKE

TOP OF KERB

LANDSLIDE-ERODED BANK

TOP OF MEDIAN

NATURAL SURFACE

VEHICULAR TRACK EDGE

NATURAL SURFACE POINT

ORCHARD

HOUSE CONNECTION

RESERVOIR

LAMPHOLE

RIVER OR CREEK EDGE

MAIN

ROCK AREA


SPOT HEIGHT

MANHOLE COVER

SWAMP OUTLINE

SEWAGE POND

SWAMP-MARSH

SEPTIC TANK

TIMBER OR SCRUB (DENSE)

VENT PIPE

TIMBER OF SCRUB (MEDIUM)

TIMBER OF SCRUB (SCATTERED)

TOP OF BANK

TOP OF CUTTING

TREE FOLIAGE (TR)

TREE FOLIAGE - 1m SPREAD












TREE TRUNK - 100mm DIA












TREE TRUNK - UNSPECIFIED DIAMETER

WATER EDGE-LEVEL (WE)

AIR VALVE

AIR VALVE - RECYCLED

EARTH TERMINAL

EARTH TERMINAL - RECYCLED

FIRE HYDRANT

HOUSE CONNECTION

HYDRANT - RECYCLED

MAIN


MAIN - RECYCLED

MAIN MARKER

MAIN MARKER - RECYCLED

METER

METER - RECYCLED

OVERHEAD PIPELINE

STOP VALVE

STOP VALVE - RECYCLED

TAP

TAP - RECYCLED

UNIDENTIFIED PIPELINE

HYDRANT

E STNS

E TOPO Continued E WATRE ROAD

E SEWR

E TCS (TRAFFIC)

E TEXT

E TOPO□X

0

S

S

SP

SLH

SVP

SH

S

RLSTN

TSC

TSD

WO

?P

WR

W

WH

W

AV

WR

WR

FH

WH

WR

WM

WR

WM

WR

SV

WR

TAP

TAPR

PUMP STATIONPUMP

SCOUR VALVE

SCOUR VALVE - RECYCLED

ScV

SR

POINT ON BITUMEN

(SD--)

(PSGL)

(TO--)

(PSCL)

(PSDR)

(PSJX)

(BK--)

(RC--)

(DW--)

(EJ--)

(EM--)

(EP--)

(EK--)

(UR--)

(FP--)

(BB--)

(FI--)

(NB--)

(LP--)

(VC--)

(OF--)

(JC--)

(KR--)

(EG--)

(FG--)

(FO--)

(KJ--)

(JG--)

(FW--)

(WL--)

(KB--)

(VL--)

(TM--)

(NS--)

(VT--)

(PNSS)

(JO--)

(SY--)

(RE--)

(PSLH)

(WR--)

(SM--)

(JR--)

(SZ--)

(PSHT)

(PSMH)

(JW--)

(SP--)

PSWA)

(ST--)

(JD--)

(PSVP)

(JM--)

(JS--)

(TC--)

(CU--)

(TR--)

(PF01)

(PF02)

(PF03)

(PF04)

(PF05)

(PF06)

(PF07)

(PF08)

(PF09)

(PF10)

(PF12)

(PF15)

(PT01)

(PT02)

(PT03)

(PT04)

(PT05)

(PT06)

(PT07)

(PT08)

(PT09)

(PT10)

(PT12)

(PT15)

(PTRE)

(WE--)

(PWAV)

(PRAV)

(PWET)

(PRET)

(PWFB)

(WY--)

(PRHY)

(WM--)

(WZ--)

(RM--)

(PWMM)

(PRMM)

(PWMR)

(PRMR)

(UO--)

(PWSV)

(PRSV)

(PWTP)

(PRTP)

(UP--)

(PWHY)

(PWEP)

(PWCV)

(PRCV)

(PRPB)

(PSSD)

(PSSE)

(PSSA)

(PSSC)

(PSSG)

(PSSF)

TEXT 1.8

TEXT 2.5

TEXT 3.5

TEXT 5.0

TEXT 7.0

*

* DENOTES SYMBOL SCALED FOR CLARITY

E OTHER (uncoded features)WATER COURSE (GIS)WC

STORMWATER (GIS)SW

CONDUIT (GIS)EC

LINE - MAJOR TRANSMISSION (GIS)E(TL)

LINE - MINOR TRANSMISSION (GIS)E(OH)

LINE - UNDERGROUND (GIS)E(U)

TRAFFIC SIGNAL CABLETT

DRAI

DRAI

ELEC

ELEC

ELEC

ELEC

TCS

TRIANGULATION - DTM

E TRIA(TX--)


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1004

A

2402

NTS

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1004

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

ABUTMENT BOTTOM

BRIDGE DECK

PIER/COLUMN

EASEMENT

DOORWAY

FLOOR LEVEL

RETAINING WALL

STAIRS - OUTSIDE

ABOVE GROUND JOINING POST

ITS CABLE

OPTICAL FIBRE - ABOVE GROUND

OPTICAL FIBRE - UNDERGROUND

OPTICAL FIBRE FIBRE CONDUIT

OPTICAL FIBRE JUNCTION BOX

OPTICAL FIBRE PIT

TELEPHONE CABLE MARKER

TELEPHONE DISTRUBUTION PILLAR

TELEPHONE CONDUIT

TELEPHONE LINE

TELEPHONE POLE

TELEPHONE SINGLE CONCRETE PIT

TELEPHONE TRANSMITTER - MOBILE

TELEPHONE TRIPLE CONCRETE PIT

TELEPHONE TWIN CONCRETE PIT

BIN - LARGE

BOLLARD

BUS STOP

FENCE - GENERAL (POST & WIRE)

FENCE - CHAINWIRE

FENCE - OTHER

FENCE POST-GUIDE POST

GATE

LARGE SIGN

MAILBOX

PARKING METER

RUBBISH BIN

SAFETY FENCE - PEDESTRIAN

SIGN POST

SIGN POST - DOUBLE SIDED

ETHANE PIPELINE

HOUSE CONNECTION

MAIN - HIGH PRESSURE PIPELINE

MAIN - LOW PRESSURE

MAIN - NYLON

MAIN - POLYETHYLENE

MANHOLE COVER

METER

PIPELINE MARKER

PIPELINE MARKER - HIGH PRESSURE

REGULATOR BOX

TEST POINT

VALVE BOX

VENT PIPE

□ □□ □ □ □ □FL

▯▯▯▯▯▯▯▯▯▯

T(FO)

TC(FO)

T

ITS

T(FO)A

OJB

OFP

TC

TDP

TPL

TTM

TC

AJP

X

/

//

□ □ □

BUS

BIN

EG

GH

GP

HG

LG

GN

GMH

GP

HP

D BUIL (BUILDINGS & STRUCTURES)

D BDGE (BRIDGE STRUCTURES)

D COMM (COMMUNICATIONS)

D CULT (CULTURAL)

D GAS

D BDYS (BOUNDARIES)

MAIN - GENERALG

TELEPHONE LINE - REDUNDANTxTx

MAIN - REDUNDANTxGx

CADASTRAL

ROOFLINE

WALL

LIMIT OF CONTRACT

EXTENT OF PROJECT

TELEPHONE LINE - ABOVE GROUNDT(OH)

FENCE - REDUNDANT/REMOVEDx/x

FENCE - SOUND□ □ □ □ □ □

NORTH POINT*

A AMENDMENT

SETOUT POINT

D ANNO (ANNOTATION)

INVERT OF SUBSOIL DRAIN OUTLET

KERB SCUPPER

OBVERT OF PIPE

SD

OB

* DENOTES SYMBOL SCALED FOR CLARITYDYNB DENOTES DYNAMC BLOCK DEFINED

DYNB

STORMWATER PIPE

BOX CULVERT

DISH DRAIN

SURFACE DRAIN

ACCESS PIT

GRATED PIT - KERB

PIPE

SUBSOIL DRAIN FLUSH POINT

TOP OF CONCRETE JUNCTION BOX

SW

SD

SF

SW

D DRAIN (STORMWATER)

BATTER DRAIN

SUBSOIL DRAIN - CLASS 400SS(A)

STORMWATER PIPE - REDUNDANTxSWx

CATCH DRAIN/OPEN DRAIN

SURFACE DRAIN - TYPE 1SD1

SD2

SD3

SD4

SD5

SURFACE DRAIN - TYPE 2




CATCH DRAIN/OPEN DRAIN - LINED>> >>

SUBSOIL DRAIN - CLASS 1000SS(B)

SUBSOIL DRAIN - STRIP DRAINSS(C)

SUBSOIL DRAIN - GENERAL

SIDE ENTRY PIT - KERB

GRATED PIT - V GUTTER

GRATED PIT - OPEN DRAIN

GRATED PIT - TABLE DRAIN

*

*

*

*

*

*

D CHCK (CHECKING)DESIGN CLEAR ZONE (LINE SCALED FOR CLARITY)(HL--)

DESIGN SIGHT LINE (LINE SCALED FOR CLARITY)(----)

DESIGN CONTOUR - INDEX(----)

DESIGN CONTOUR - INTERMEDIATE(----)

TURNING PATH - ANALYSIS PATH

CABLE JUNCTION BOX

CABLE MANHOLE

CONDUIT

DISTRIBUTION FUSE POINT

HIGH TENSION PYLON

HOUSE CONNECTION

LIGHT WITH OUTREACH

LINE - MAJOR TRANSMISSION

LINE - MINOR TRANSMISSION

LINE - UNDERGROUND

POLE - LIGHT

POLE - POWER

POLE - POWER AND LIGHT

POLE - POWER AND TRANSFORMER

POWER SERVICE PILLAR

STAY ANCHOR POLE

STAY POLE

TRANSFORMER CABINET CENTRE

E(U)

E(TL)

E(OH)

EH

EC

EMH

EJB

EFP

EP

D ELECLINE - GENERALE

LINE - REDUNDANTxEx

NOTE THAT SEPARATE LAYERS CAN BE ADDED FOR VEHICLE PATH ANALYSES ASREQUIRED (I.E. FOR DIFFERENT VEHICLE TYPES).PROPRIETARY PRODUCTS AUTOMATICALLY GENERATE LAYERS THAT ARE LINKED BACKTO THE ANALYSIS PATH. THE FOLLOWING ELEMENTS ARE FOR GUIDANCE PURPOSESONLY, AND ARE BASED ON DIER'S STANDARD SETUP FOR AUTOTURN.

VEHICLE NAME COL. 8 CONTINUOUS

VEHICLE OUTLINE COL. 8 CONTINUOUS

TYRES COL. 8 CONTINUOUS

TYRE TREAD COL. 9 CONTINUOUS

PATH ICONS COL. 8 CONTINUOUS

FRONT TYRES COL. 82 HIDDEN

REAR TYRES COL. 12 DASHED

FRONT CLEARANCE COL. 130 CONTINUOUS

REAR CLEARANCE COL. 130 CONTINUOUS

VEHICLE BODY COL. 210 CONTINUOUS

BODY CLEARANCE COL. 130 CONTINUOUS

LOAD (NS) COL. 50 CONTINUOUS

LOAD CLEARANCE (NS) COL. 52 DASHED 2

VEHICLE BODY COL. 241 NET

BODY CLEARANCE (NS) COL. 131 DOTS

GENERAL:

ENVELOPES:

HATCHING:

(NS) DENOTES NOT SHOWN (NORMALLY)

(----)

DYNB SURFACE DRAIN - TYPE A1 (UNLINED)A1 ▻

SURFACE DRAIN - TYPE A2 (LINED)

SURFACE DRAIN - TYPE B1 (UNLINED)

SURFACE DRAIN - TYPE B2 (LINED)

SURFACE DRAIN - TYPE C1 (UNLINED)

SURFACE DRAIN - TYPE C2 (LINED)

A2 ▻▻

B1 ▻

B2 ▻▻

C1 ▻

C2 ▻▻

DYNB

CATCH PIT - TABLE DRAIN*

ENDWALL - PLAIN / MC* DYNB

ENDWALL - SINGLE & MULTI RC [SQUARE]* DYNB

ENDWALL - SINGLE RC [SKEWED]* DYNB

ENDWALL - TWIN RC [SKEWED]* DYNB

ENDWALL - MULTI RC [SKEWED]* DYNB

ENDWALL - DRIVEABLE - TYPE 1* DYNB

ENDWALL - DRIVEABLE - TYPE 2* DYNB

D DRAIN (STORMWATER) ContinuedBATTER DRAIN - SPLASH APRON* DYNB

BATTER DRAIN - ENERGY DISSIPATOR* DYNB

PIPE OUTLET - ENERGY DISSIPATOR [ON LINE]* DYNB

PIPE OUTLET - ENERGY DISSIPATOR [DEFLECTED]* DYNB

SS

> > > >


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1005

A

2402

NTS

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1005

AutoCAD SHX Text

S001

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

PUMP STATIONPUMP

D RAIL

RAILWAY CONTROL BOX

RAILWAY FORMATION EDGE

RAILWAY SIGNAL

RAILWAY SIGNAL TROUGH

RAILWAY STANCHION

RAILWAY TRACK CENTRE

3 ASPECT LANTERN & PHASE

TRAFFIC SIGNAL CONTROLLER

TRAFFIC SIGNAL JUNCTION BOX

FUEL PIPELINE

SAFETY BARRIER STEEL BEAM

SAFETY BARRIER TYPE F

SAFETY BARRIER WIRE ROPE

MAIN - REDUNDANT

MAIN

MANHOLE COVER

SEWAGE POND

VENT PIPE

UNDERGROUND TANK

AIR VALVE

AIR VALVE - RECYCLED

FIRE HYDRANT

HOUSE CONNECTION

HYDRANT - RECYCLED

MAIN

MAIN - RECYCLED

METER

METER - RECYCLED

OVERHEAD PIPELINE

STOP VALVE

STOP VALVE - RECYCLED

TAP

TAP - RECYCLED

HYDRANT

D WATR

D ROAD

D SEWR

D TCS (TRAFFIC)D MISC

UT

FUEL

RS

RCB

RST

TOP OF RAIL

□X

0

S

SP

SVP

xSx

S

TSC

WO

WR

WH

W

AV

WR

FH

WH

WR

WM

WR

SV

WR

TAP

TAPR

MAIN - REGIONALWM

BARRIER (ONE DIRECTION) PD (B1) & (B1a)

CONTINUITY (C)

BARRIER (BOTH DIRECTIONS) (B2) & (B2a)

HOLDING (HL)

LANE (RURAL) (L)

PEDESTRIAN WALKWAY (W)

SEPARATION (RURAL) (S) & (Sa)

BARRIER (ONE DIRECTION) CD (B1) & (B1a)

CONTINUOUS CONTINUITY (CC) & (CCa)

EDGE (URBAN) (E)

EDGE CONTINUITY (URBAN) (EC)

JUNCTION CONTINUITY (JC)

LANE (TURNOUT LANE) (L2)

LANE (SPECIAL PURPOSE) (L3)

LANE (CONTINUOUS) (LC)

NO STOPPING (NS)

SEPARATION (MEDIAN LANE) (S2)

SEPARATION (SPECIAL PURPOSE) (S3) & (S3a)

SEPARATION (BICYCLE PATHS) (S4)

TURN TRAFFIC SIGNALS (T)

D LNMKARROW - LEFT TURN

ARROW - RIGHT TURN

ARROW - STRAIGHT AHEAD & LEFT

ARROW - STRAIGHT AHEAD & RIGHT

ARROW - STRAIGHT AHEAD

EDGE RURAL (E2)

HOUSE CONNECTIONSH

MAIN - REDUNDANTxWx

SAW CUTSJ

KERB - BACK

EARTHWORKS - BATTER

EARTHWORKS - BENCH

CONTROL LINE - CENTRELINE

CONTROL LINE - FILLET

CONTROL LINE - KERB

DRIVEWAY/ACCESS

EDGE OF LANE SEAL

EDGE OF MEDIAN

EDGE OF SHOULDER (SEALED)

FOOTPATH BACK/FOOTPATH FRONT

EARTHWORKS - HINGE

INTERFACE/JOINT

KERB - INVERT

KERB - LIP LINE/EDGE OF SEAL

OFFSET CROWN

SUBGRADE

TABLE DRAIN

KERB - TOP

EDGE OF VERGE

EDGE OF FORMATION (UNSEALED)

SERVICE TRENCH - TYPE 1TR1









PUMP STATIONPUMP

LINEMARKING IDENTIFICATION CODE

RRPM - WHITE - UNIDIRECTIONAL

RRPM - WHITE - BIDIRECTIONAL

RRPM - YELLOW - UNIDIRECTIONAL

RRPM - YELLOW - BIDIRECTIONAL

RRPM - RED - UNIDIRECTIONAL

RRPM - GREEN - UNIDIRECTIONAL

RRPM - NON REFLECTIVE

*

*

*

*

*

*

*

SILT STOP FENCE - TYPE 1/S1/

SILT STOP FENCE - TYPE 2/S2/

SEDIMENT TRAP|ST|

PRESERVATION FENCE - TYPE 1FP1

PRESERVATION FENCE - TYPE 2FP2

TRAFFIC SIGNAL DETECTOR LOOP

TRAFFIC SIGNAL CONDUITTT

TRAFFIC SIGNAL CABLETT

SCOUR VALVE

SCOUR VALVE - RECYCLED

ScV

SR

IRRIGATION PIPELINEIRR

UTILITY - EXPOSED

BATTER SYMBOL

SLOPE SIGNATURE

ARROW - MERGE (RURAL)

ARROW - MERGE (URBAN)

ARROW - UTURN

B2 E2

* DENOTES SYMBOL SCALED FOR CLARITYDYNB DENOTES DYNAMC BLOCK DEFINED

DYNB



SEPARATION (URBAN) (S1)

LANE (URBAN) (L1)

EDGE CONTINUITY (RURAL) (EC2) & (E2a)

(----)

STOP (SL)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

(----)

-1.000

TRIANGULATION - DESIGN SURFACE

D TRIA

TRIANGULATION - COMBINED DESIGN AND SURVEY

(TD--)

(TC--)

LOUVRED 3 ASPECT LANTERN

3 ASPECT OVERHEAD LANTERN & PHASE

3 ASPECT LANTERN WITH GREEN+YELLOW+REDTURN ARROWS & PHASEGREEN+YELLOW+RED TURN ARROWS & PHASE

GREEN + YELLOW TURN ARROWS & PHASE

GREEN TURN ARROW AND PHASE

GREEN TURN ARROW WITH FULL RED + YELLOWASPECTS AND PHASE

GREEN+YELLOW TURN ARROWS WITH RED ASPECT& PHASEPEDESTRIAN PUSH BUTTON

PEDESTRIAN LANTERN & WALK PHASE

TRAFFIC SIGNAL - WIG WAG LANTERNS

TRAFFIC SIGNAL - LOUVRE

A

A

REDA

RED

YELLOWA

A

A

A

*

*

*

*

*

*

*

*

*

*

*

*

*

A

DYNB

DYNB

DYNB

DYNB

DYNB

DYNB

DYNB

DYNB


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1006

A

2402

NTS

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1006

AutoCAD SHX Text

A

AutoCAD SHX Text

Co-ordinate System:

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Height Datum:

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

□X

5300

5400

5500

5600

5700

5800

5900

6000 6100

6200

6300

6400

6500

6600

6700 TASMAN HIGHWAY

BICHENO

0 200100

SCALE IN METRES - 1:5000

15050 50

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

GENERAL ARRANGEMENT - KEY PLAN

A0113.021

1021

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1021

GENERAL ARRANGEMENT - 1101

GENERAL ARRANGEMENT - KEY PLANSCALE - 1:5000 (A3)



GENERAL ARRANGEMENT - 1104 GENERAL ARRANGEMENT - 1105





APSLEY RIVER

APSLEY RIVER

AutoCAD SHX Text

PI

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.13.1 1.41.41.0 1.0

0.5

0.5

3.13.11.00.5 1.0 0.5 2.752.75

3.13.11.00.5 1.0 0.5 2.752.75

VERG

E

SHOU

LDER

LANE

LANE

SHOU

LDER

VERG

E

DRAI

N

DRAI

N

VERG

E

VERG

E

SHOU

LDER

SHOU

LDER

SHOU

LDER

SHOU

LDER

VERG

E

VERG

E

LANE

LANE

LANE

LANE

TABL

E DR

AIN

TABL

E DR

AIN

TABL

E DR

AIN

TABL

E DR

AIN

21

21

41

41

41

41

EMBANKMENT ON BRIDGE APPROACHESSCALE 1:100

FULL DEPTH PAVEMENTSCALE 1:100

TASMAN HIGHWAY OVERLAYSCALE 1:100

150mm CLASS 2150mm CLASS 3100mm CLASS 4



EXISTING FENCELINEEXISTINGFENCELINE

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

REDUNDANT ROAD

STRIPPING

STRIPPING

STRIPPING

MILL OFF EXISTING SEAL AND USEAS EMBANKMENT MATERIAL

PRIME AND SINGLE / SINGLE 10mm SEAL

PRIME AND SINGLE / SINGLE 10mm SEAL

10mm PRIMERSEAL

EXISTING TASMAN HIGHWAY

REMOVE EXISTING PAVEMENTTO PROVIDE FULL DEPTHBASE COURSE DEPTH WHEREREQUIRED

TYPE B MATERIAL


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

TYPICAL SECTIONS AND DETAILS

A0113.021

1041

A

2402

1:100 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1041

0 42


31 1

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EP

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EPE(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)

E(OH)

E(OH)/ / / / / / / / / / / / / / / / / / / / / / / /

/ / / / / / / / / / / / / / / / / / / / / / / /

5300

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E(OH) E(OH)

// / / / / / / / / / / /

//

//

//

/

/////////////////

x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x

x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

GENERAL ARRANGEMENT PLAN

A0113.021

1101

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1101

JOIN

S - S

HEET

1102

LIMIT

OF

CONT

RACT

MATCH TO EXISTING FORMATIONAT CH 5300 (MCB0)

DESIGN LINE MCB0

REDUNDANT ROAD.TREATMENT AS PERSPECIFICATION

NEW PROPERTY BOUNDARY AND FENCE LINE


NEW TASNETWORKS EASEMENT

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

EP

EP

E(OH)E(OH)

E(OH)E(OH)

E(OH)

E(OH)E(OH)

E(OH)

E(OH)E(OH)

E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)

/

//

/

/ / / / /

/ / / / / / //

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

5440

5460

5480

5500

5520

5540

5560

5580

5600

5620

E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

//

//

//

/

/

/

/

/

/

/

/

/

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/

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//

//

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///

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x/x x/x x/x x/x x/x x/xx/x

x/xx/x

x/xx/x

x/xx/x

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x/xx/x

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x/xx/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1102

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1102

JOIN

S - S

HEET

1103

JOIN

S - S

HEET

1101

DESIGN LINE MCB0


NEW TASNETWORKS POLE




NEW PROPERTY FENCE LINE

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

EP

EP

300H

300H

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH) E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

D

D

D

DD

D

//

//

//

//

//

//

//

//

//

/

/

/

/

/

/

/

/

/

/

/

/////////

//

//

//

//

//

//

5620

5640

5660

5680

5700

5720 5740 5760

5780

5800

5820

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)

//

//

//

//

//

//

//

//

//

/

EP

EP

/

//

//

//

//

////////

//

//

//

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x/x

x/xx/xx/xx/xx/xx/xx/xx/x

x/xx/x

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x/xx/x

x/xx/x

x/xx/x

x/xx/x

x/xx/x

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x/xx/x

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TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:22 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1103

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1103

JOIN

S - S

HEET

1104

JOIN

S - S

HEET

1102

NEW TASNETWORKS POLENEW TASNETWORKS POLE

REMOVE EXISTING DN300CULVERT AND ENDWALLS


DESIGN LINE MCB0






AutoCAD SHX Text

PI

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

EP

EP

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH) E(OH)

E(OH)

E(OH)

D D D D D D D D D D D D DD

DD

DD

DD D D

DD

/ / / / / / / / / / / / / / / / / / / / / / / /

/

/

/

/

/

/

/

/

/

/

//

//

////

////

//

/

□X

□X

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□X

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/

/

/

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5800

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5840

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5880

5900 5920 5940

5960

5980

□X□X

□X□X

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

EP

EP

//////////

/

//

//

//

//

//

/ /

x/x

x/x

x/x

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//

//

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x/x x/x x/x x/x x/x x/x x/xx/x x/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1104

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1104

JOIN

S - S

HEET

1105

JOIN

S - S

HEET

1103

DESIGN LINE MCB0


REMOVE EXISTING W-BEAMSAFETY BARRIER

INSTALL G.R.E.A.T TERMINALTERMINATING AT CH.5960 (MCB0).







AutoCAD SHX Text

PI

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

/

/

/

/

/

/

/

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/

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/

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/

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/

/

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/

D

D

D

D

D

D

D

D

/

/

/

/

/

/

/

/

/

/

////

//

//

□X □X□X

□X□X

□X □X □X □X□X

□X□X

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//

//

/

//

//

//

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/

/

/

/

5960

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6000

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6080 6100 6120

6140

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0

60

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0

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□X

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□X□X □X □X □X □X □X □X □X □X □X □X □X □X □X

□X□X

□X□X

□X□X

□X

□X□X

SWSW

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)

20

40

x/x

x/x

x/x

x/x

x/xEP

/

/

/

/

//

//

/ / / / / / / //

//

//

//

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//

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//

//

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//

x/xx/xx/xx/x

x/xx/xx/x

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x/x

//

//

//

/

x/x

x/x

x/x

x/x

x/x

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x/x

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x/xx/x

x/xx/xx/xx/xx/x

x/x

x/x

x/x

x/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1105

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1105

JOIN

S - S

HEET

1106

JOIN

S - S

HEET

1104

INSTALL G.R.E.A.T. TERMINALTERMINATING AT CH.20 (MCTR)

INSTALL W-BEAM SAFETY BARRIERFROM CH.5960 AND TRANSITIONTO BRIDGE BARRIER

INSTALL ROCK LINING FROMCH.6010 TO CH.6110 (MCB0)

INSTALL ROCK LINING FROMCULVERT OUTLET TO CH.6110 (MCB0)

MATCH TO EXISTING FORMATIONAT CH.65 (MCTT)

DESIGN LINE MCB0

MCTLMC

TTMCTR

INSTALL DN450 STORMWATER WITHTYPE 1 DRIVEABLE ENDWALLS


REMOVE EXISTING W-BEAMSAFETY BARRIER






CONNECT TO EXISTINGTASNETWORKS POLE

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

EP

E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)E(OH)

D

D

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D

//

//

/

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/

/

00

6140

6160

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6220

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6280

6300

6320

□X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X

□X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X

20

//

//

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/ / / /

/ / / / / / / / / / / /

/ / / / / /

x/xx/x

x/xx/x

x/x

x/x

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x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1106

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1106

JOIN

S - S

HEET

1107

JOIN

S - S

HEET

1105

APSLEY RIVER

APSLEY RIVER

PROPOSED ALIGNMENT FOR APSLEY RIVERBRIDGE (B6159) REPLACEMENT

REFER TO HB17182-S1800 SERIES FOR DETAIL

INSTALL W-BEAM SAFETYBARRIER FROM CH.20 (MCD1)

INSTALL W-BEAM SAFETY BARRIERFROM CH.5960 AND TRANSITIONTO BRIDGE BARRIER

INSTALL ROCK LINING FROM RIVEROUTFALL TO CH.6360 (MCB0)


INSTALL W-BEAM SAFETY BARRIERTO CH.6440 (MCB0). TRANSITIONTO W-BEAM FROM BRIDGE.


DESIGN LINE MCB0

MCD1

MCDK





AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

EP

EP

375H

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

DD

/

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//

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/

/

/E(OH) E(OH) E(OH) E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

//

//

//

//

/

/

/

/

/

/6320 6340 6360 6380 6400 6420 6440 6460

6480

6500

□X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X

□X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X □X

/ / / / / / / / / / / / / / / / / / / / / / /

/ / / / / / / / / / / / / //

//

//

// / / /

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

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x/x

x/xx/x

x/xx/x

x/xx/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1107

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1107

JOIN

S - S

HEET

1108

JOIN

S - S

HEET

1106





DESIGN LINE MCB0

INSTALL G.R.E.A.T TERMINAL.TERMINATING AT CH.6460 (MCB0)

INSTALL G.R.E.A.T TERMINAL.TERMINATING AT CH.6440 (MCB0)





AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

E(OH

)

EP

EP

375H

/

/

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D

D

D

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D

D

/

/

/

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

//

/

/

/

/

/

//

/

//

//

/

/

/

//

/

/

/

/

//

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

/

/D

D

D

D

D

0

20

0

6500

6520

6540

6560

6580

6600

6620

6640

6660

6680

/ / / / //

//

//

/

//

//

//

//

/

/

/ / / / //

//

//

//

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/

/

x/x

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x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

x/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1108

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1108

JOIN

S - S

HEET

1109

JOIN

S - S

HEET

1107

EXTEND EXISTING DN375 CULVERT ANDINSTALL TYPE 2 DRIVEABLE ENDWALL

INSTALL TYPE 2DRIVEABLE ENDWALL

DESIGN LINE MCB0

CONSTRUCT 3.6m WIDE ACCESSAND SEAL TO FENCE LINE.REFER DESIGN LINE (MCA0).

CONSTRUCT 3.6m WIDE ACCESSAND SEAL TO FENCE LINE.REFER DESIGN LINE MCC0.

INSTALL DN375 STORMWATER WITHTYPE 1 DRIVEABLE ENDWALLS

MCA0

MCC0




AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

EP

375H

375H

/ / / / / / / / / / / /

E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)

/////////////

D

D D D D D D D D D D D D D

DDDDDDDDDDDDD

0

20

6680

6700

6720

SD SD SD

SD SD SD

/ / / / / / / / / / /

/ / / / / / / / / / / /

x/xx/xx/xx/xx/xx/xx/xx/xx/xx/xx/x

x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x x/x

TASMAN HIGHWAY

BICHENO

0 2010


155 5

TASMAN HIGHWAY

SWANSEA


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1109

A

2402

1:500 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1109

JOIN

S - S

HEET

1108

LIMIT

OF

CONT

RACT

CONSTRUCT NEW TABLE DRAINTO EXISTING CULVERT

MATCH TO EXISTING FORMATIONAT CH.6733.5 (MCB0)

DESIGN LINE MCB0



AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

LONGITUDINAL PROFILE MCB0 - DRG 1 OF 3

A0113.021

1701

A

2402

1:2000 (H); 1:200 (V)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1701

0 84


62 2

0 8040


6020 20

IP C

H.=5

300.0

00

IP C

H.=5

759.7

82

IP R

L.=22

.912

IP R

L.=28

.008

DATUM 22.000

VERTICAL GEOMETRY

HORIZONTAL GEOMETRY

LEVEL DIFFERENCEDESIGN TO EXISTING

INTERPOLATEDGROUND LEVELS

DESIGN LEVELS

CHAINAGE

GEOMETRY DATA

IS ROUNDED

0.000

-0.02

0

0.032

-0.05

8

-0.03

9

-0.13

3

-0.04

6

0.061

0.002

-0.03

3

0.197

0.207

0.183

0.196

0.244

0.335

0.311

0.200

0.018

-0.07

0

-0.11

4

0.047

0.376

0.207

-0.17

2

-0.01

6

0.123

0.359

22.91

2

23.15

4

23.32

3

23.63

5

23.83

8

24.15

3

24.28

7

24.40

2

24.68

3

24.93

9

24.93

2

25.14

4

25.38

9

25.59

8

25.77

2

25.90

2

26.14

7

26.45

1

26.78

8

26.99

0

27.10

8

26.98

0

26.64

5

26.76

8

27.06

2

26.78

0

26.47

4

26.03

3

22.91

2

23.13

4

23.35

5

23.57

7

23.79

9

24.02

0

24.24

2

24.46

4

24.68

5

24.90

7

25.12

9

25.35

0

25.57

2

25.79

4

26.01

5

26.23

7

26.45

8

26.65

2

26.80

6

26.92

0

26.99

4

27.02

8

27.02

2

26.97

6

26.89

0

26.76

4

26.59

8

26.39

2

5300

5320

5340

5360

5380

5400

5420

5440

5460

5480

5500

5520

5540

5560

5580

5600

5620

5640

5660

5680

5700

5720

5740

5760

5780

5800

5820

5840

L=55m LL=172m

L=546mL=55mR=-500m

R=440m

G=1.1%L=316m

R=-10000mL=287m

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1702

A

2402

1:2000 (H); 1:200 (V)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1702

0 84


62 2

0 8040


6020 20

IP C

H.=5

985.9

63IP

RL.=

24.01

8

DATUM 15.000

VERTICAL GEOMETRY

HORIZONTAL GEOMETRY



DESIGN LEVELS

CHAINAGE

GEOMETRY DATA

IS ROUNDED

0.359

0.800

1.100

0.762

0.316

0.446

0.402

0.635

0.751

1.051

1.501

2.468

4.212

5.398

5.505

5.872

5.141

5.161

5.502

9.452

9.366

6.710

5.850

4.777

3.111

2.534

2.031

1.367

26.03

3

25.34

5

24.76

0

24.77

2

24.88

3

24.46

7

24.27

4

23.85

5

23.60

3

23.21

6

22.72

9

21.77

6

20.08

7

18.96

2

18.91

5

18.60

8

19.39

8

19.43

8

19.15

8

15.26

7

15.41

3

18.13

0

19.05

0

20.18

4

21.90

8

22.51

3

23.00

6

23.61

8

26.39

2

26.14

6

25.86

0

25.53

4

25.19

9

24.91

2

24.67

6

24.49

0

24.35

3

24.26

7

24.23

1

24.24

5

24.30

0

24.36

0

24.42

0

24.48

0

24.54

0

24.60

0

24.66

0

24.72

0

24.78

0

24.84

0

24.90

0

24.96

0

25.01

9

25.04

8

25.03

7

24.98

6

5840

5860

5880

5900

5920

5940

5960

5980

6000

6020

6040

6060

6080

6100

6120

6140

6160

6180

6200

6220

6240

6260

6280

6300

6320

6340

6360

6380

L=143mL=546mL=131m

L=40mR=440m

R=1600m

G=0.3%L=246m

R=-10000m

R=8000m

R=-10000mL=287m L=165m

L=132m

APSL

EY R

IVER

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:23 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1703

A

2402

1:2000 (H); 1:200 (V)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1703

0 84


62 2

0 8040


6020 20

IP C

H.=6

380.4

39

IP C

H.=6

502.6

33

IP C

H.=6

646.2

32

IP C

H.=6

733.5

33

IP R

L.=25

.201

IP R

L.=23

.957

IP R

L.=24

.517

IP R

L.=24

.279

DATUM 23.000

VERTICAL GEOMETRY

HORIZONTAL GEOMETRY



DESIGN LEVELS

CHAINAGE

GEOMETRY DATA

IS ROUNDED

1.367

0.772

0.279

0.185

0.211

0.369

0.373

0.264

0.291

0.198

0.142

0.123

0.071

0.015

0.014

0.010

-0.00

6

-0.03

7

23.61

8

24.12

3

24.48

4

24.40

8

24.19

3

23.88

9

23.79

2

23.85

6

23.83

5

23.98

3

24.10

8

24.18

2

24.27

3

24.35

3

24.36

2

24.36

1

24.35

6

24.34

9

24.27

9

24.98

6

24.89

5

24.76

4

24.59

3

24.40

3

24.25

9

24.16

4

24.12

0

24.12

5

24.18

1

24.25

0

24.30

5

24.34

4

24.36

8

24.37

7

24.37

1

24.34

9

24.31

2

24.27

9

6380

6400

6420

6440

6460

6480

6500

6520

6540

6560

6580

6600

6620

6640

6660

6680

6700

6720

6734

L=143m L=113mL=163mR=-500m

R=-10000m

R=8000m

R=-26375mL=132m L=113m L=175m

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-4.1% -2.4%DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5300.000

IAB0

IEB0

EVB0

CEB0

MCB0

CEBI

EVBI

IEBI

IABI

22.47

5

22.74

422

.798

22.91

2

22.84

122

.731

22.43

2

22.48

622

.056

22.74

422

.800

22.91

2

22.84

222

.734

22.04

622

.508

-6.40

0-5

.755

-3.00

5-2

.738

-0.00

0

2.918

3.521

6.271

6.964

-3.6% -1.6%DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5310.000

IAB0

IEB0

EVB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

22.58

2

22.73

422

.898

23.05

3

22.94

922

.905

22.82

6

22.57

3

22.59

622

.209

22.89

722

.959

23.06

2

23.01

623

.010

22.96

0

22.27

322

.626

-7.08

2-6

.502

-3.75

2-2

.919

-0.00

0

3.009

3.342

3.842

6.592

7.122

-3.0% -0.7%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5320.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

22.68

5

22.81

822

.899

23.00

7

23.15

4

23.03

222

.943

22.85

6

22.69

9

22.70

522

.357

23.04

423

.094

23.11

4

23.20

7

23.18

523

.180

23.13

0

22.44

322

.746

-7.53

8-7

.017

-4.26

7-3

.767

-3.10

0

-0.00

0

3.100

3.767

4.267

7.017

7.471

-3.0% 0.1%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5330.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

22.70

1

22.78

222

.888

23.09

6

23.23

9

23.12

4

22.99

022

.918

22.85

1

22.71

322

.485

23.17

323

.223

23.25

3

23.34

6

23.34

9

23.35

123

.301

22.61

322

.876

-7.69

1-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.744

-3.0% 1.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5340.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

22.91

2

22.84

922

.956

23.16

8

23.32

3

23.21

2

23.06

022

.981

22.92

5

22.93

122

.617

23.30

523

.355

23.38

5

23.47

8

23.50

8

23.51

723

.467

22.78

022

.942

-7.81

9-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.593

-3.0% 1.8%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5350.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.01

6

22.97

523

.068

23.25

3

23.40

9

23.28

9

23.13

723

.034

23.04

2

23.02

622

.743

23.43

123

.481

23.51

1

23.60

4

23.66

0

23.67

823

.628

22.94

023

.048

-7.77

4-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.511


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

CROSS SECTIONS (MCB0) - DRG 1 OF 37

A0113.021

1751

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1751

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-3.0% 2.6%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5360.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.03

4

23.13

023

.228

23.48

4

23.63

5

23.50

8

23.35

723

.276

23.13

5

23.03

722

.863

23.55

123

.601

23.63

1

23.72

4

23.80

6

23.83

223

.782

23.09

423

.137

-7.61

1-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.414

-3.3% 3.5%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5370.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.26

6

23.29

323

.375

23.54

2

23.73

9

23.67

2

23.52

323

.443

23.28

2

23.27

422

.966

23.65

323

.703

23.73

6

23.83

7

23.94

5

23.98

023

.930

23.24

223

.281

-7.81

3-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.408

-4.2% 4.3%DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5380.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.34

5

23.37

023

.453

23.61

9

23.83

8

23.81

3

23.68

023

.606

23.38

7

23.34

123

.036

23.72

323

.773

23.81

5

23.94

5

24.07

8

24.12

224

.072

23.38

423

.387

-7.80

8-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.355

-5.1% 5.2%DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5390.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.49

6

23.49

323

.503

23.68

0

23.98

6

23.97

4

23.93

123

.857

23.58

7

23.48

723

.100

23.78

723

.837

23.88

8

24.04

6

24.20

6

24.25

724

.207

23.52

023

.586

-7.93

1-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.450

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5400.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.70

6

23.71

323

.704

23.77

1

24.15

3

24.19

5

24.17

624

.167

23.98

6

23.70

023

.162

23.85

023

.900

23.96

0

24.14

6

24.33

2

24.39

224

.342

23.65

423

.983

-8.15

6-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.843

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5410.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.87

0

23.89

823

.905

23.92

0

24.30

2

24.42

0

24.40

124

.392

24.21

9

23.85

5

23.26

2

23.95

024

.000

24.06

0

24.24

6

24.43

2

24.49

224

.442

23.75

424

.163

-8.23

9

-7.35

0

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.963


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1752

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1752

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5420.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.96

3

23.98

824

.000

24.02

3

24.28

7

24.57

4

24.61

924

.609

24.50

4

23.95

5

23.36

2

24.05

024

.100

24.16

0

24.34

6

24.53

2

24.59

224

.542

23.85

424

.413

-8.23

8

-7.35

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.187

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5430.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.03

9

24.12

624

.141

24.17

3

24.23

9

24.69

3

24.73

924

.761

24.76

7

24.01

823

.462

24.15

024

.200

24.26

0

24.44

6

24.63

2

24.69

224

.642

23.95

4

24.72

4

-8.18

3-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.503

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5440.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.12

1

24.23

124

.251

24.29

1

24.40

2

24.70

3

24.87

024

.903

24.98

7

24.09

723

.562

24.25

024

.300

24.36

0

24.54

6

24.73

2

24.79

224

.742

24.05

4

24.97

6

-8.15

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.731

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5450.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.30

8

24.37

024

.390

24.43

0

24.55

1

24.70

5

24.81

324

.885

25.11

9

24.29

3

23.66

2

24.35

024

.400

24.46

0

24.64

6

24.83

2

24.89

224

.842

24.15

4

25.17

5

-8.29

6

-7.35

0

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.880

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5460.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.40

0

24.48

124

.503

24.54

1

24.68

3

24.81

4

24.83

224

.853

25.15

4

24.37

9

23.76

2

24.45

024

.500

24.56

0

24.74

6

24.93

2

24.99

224

.942

24.25

4

25.26

6

-8.27

4

-7.35

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.867

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5470.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.44

1

24.54

424

.562

24.60

0

24.71

8

24.87

1

24.92

624

.954

25.04

8

24.41

123

.862

24.55

024

.600

24.66

0

24.84

6

25.03

2

25.09

225

.042

24.35

4

25.21

1

-8.17

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.634


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1753

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1753

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5480.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.54

5

24.71

424

.745

24.80

6

24.93

9

24.93

5

24.97

324

.994

25.10

9

24.49

623

.962

24.65

024

.700

24.76

0

24.94

6

25.13

2

25.19

225

.142

24.45

4

25.20

6

-8.14

9-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.477

-6.0% 6.0%DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5490.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.56

4

24.67

924

.701

24.73

9

24.85

7

24.99

5

25.04

425

.072

25.22

8

24.54

124

.062

24.75

024

.800

24.86

0

25.04

6

25.23

2

25.29

225

.242

24.55

4

25.28

7

-8.06

7-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.449

-6.0% 6.0%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5500.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.56

4

24.67

924

.709

24.76

7

24.93

2

25.07

8

25.12

525

.148

25.26

2

24.55

524

.162

24.85

024

.900

24.96

0

25.14

6

25.33

2

25.39

225

.342

24.65

4

25.29

2

-7.93

9-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.306

-5.1% 5.1%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5510.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.67

7

24.79

724

.818

24.86

0

24.99

0

25.12

0

25.16

225

.183

25.30

3

24.64

524

.300

24.98

825

.038

25.08

9

25.24

6

25.40

3

25.45

425

.404

24.71

7

25.34

7

-7.86

7-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.295

-4.2% 4.2%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5520.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.80

7

24.93

024

.953

24.99

9

25.14

4

25.28

8

25.32

725

.343

25.42

7

24.78

524

.438

25.12

625

.176

25.21

7

25.34

6

25.47

5

25.51

625

.466

24.77

9

25.45

9

-7.87

0-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.369

-3.2% 3.2%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5530.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.04

9

25.17

825

.202

25.25

1

25.39

3

25.48

7

25.51

625

.531

25.61

1

25.02

224

.576

25.26

325

.313

25.34

6

25.44

6

25.54

6

25.57

825

.528

24.84

1

25.64

6

-8.01

8-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.557


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1754

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1754

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-2.3% 2.3%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5540.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.11

5

25.22

025

.238

25.27

5

25.38

9

25.50

3

25.53

325

.547

25.62

9

25.09

124

.714

25.40

125

.451

25.47

4

25.54

6

25.61

7

25.64

125

.591

24.90

3

25.66

4

-7.91

6-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.491

-1.4% 1.4%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5550.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.19

4

25.31

225

.332

25.37

2

25.49

5

25.60

0

25.63

425

.650

25.74

3

25.17

524

.852

25.53

925

.589

25.60

3

25.64

6

25.68

9

25.70

325

.653

24.96

5

25.78

6

-7.83

5-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.581

-0.5% 0.5%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5560.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.30

0

25.42

025

.442

25.48

6

25.59

8

25.70

2

25.73

525

.752

25.85

0

25.28

124

.989

25.67

725

.727

25.73

2

25.74

6

25.76

0

25.76

525

.715

25.02

7

25.91

2

-7.78

7-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.677

0.5% -0.5%DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5570.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.44

0

25.54

525

.567

25.60

8

25.72

8

25.84

6

25.88

025

.896

26.00

9

25.42

525

.127

25.81

525

.865

25.86

0

25.84

6

25.83

2

25.82

725

.777

25.08

9

26.04

9

-7.79

7-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.789

1.4% -1.4%DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5580.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.50

2

25.59

025

.609

25.64

9

25.77

2

25.89

7

25.94

825

.974

26.09

5

25.49

325

.265

25.95

326

.003

25.98

9

25.94

6

25.90

3

25.88

925

.839

25.15

2

26.12

6

-7.69

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.811

2.3% -2.3%DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5590.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.49

9

25.60

025

.619

25.65

6

25.78

3

25.94

0

25.99

126

.017

26.15

7

25.49

425

.403

26.09

126

.141

26.11

7

26.04

6

25.97

4

25.95

125

.901

25.21

4

26.22

2

-7.48

6-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.862


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1755

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1755

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.2% -3.2%DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5600.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.65

4

25.74

625

.762

25.79

6

25.90

2

26.01

2

26.04

726

.065

26.16

3

25.64

925

.541

26.22

826

.278

26.24

6

26.14

6

26.04

6

26.01

325

.963

25.27

6

26.19

4

-7.51

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.726

4.2% -4.2%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5610.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.83

2

25.91

925

.935

25.96

6

26.02

3

26.08

0

26.09

926

.108

26.19

4

25.82

625

.679

26.36

626

.416

26.37

5

26.24

6

26.11

7

26.07

626

.026

25.33

8

26.22

2

-7.57

0-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.675

5.1% -5.1%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5620.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.96

0

26.05

126

.068

26.09

1

26.14

7

26.20

3

26.22

026

.228

26.27

7

25.95

325

.817

26.50

426

.554

26.50

3

26.34

6

26.18

9

26.13

826

.088

25.40

0

26.32

0

-7.55

4-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.730

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5630.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.10

7

26.19

326

.207

26.22

6

26.27

5

26.31

9

26.33

326

.340

26.40

8

26.10

025

.954

26.64

226

.692

26.63

2

26.44

6

26.26

0

26.20

026

.150

25.46

2

26.46

1

-7.56

8-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.847

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5640.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.32

7

26.37

926

.388

26.40

7

26.45

1

26.48

3

26.49

426

.499

26.56

5

26.32

026

.054

26.74

226

.792

26.73

2

26.54

6

26.36

0

26.30

026

.250

25.56

2

26.62

7

-7.74

8-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.945

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5650.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.50

5

26.54

726

.552

26.56

1

26.59

0

26.61

9

26.63

026

.635

26.71

3

26.49

526

.154

26.84

226

.892

26.83

2

26.64

6

26.46

0

26.40

026

.350

25.66

2

26.76

6

-7.86

1-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

9.005


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1756

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1756

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5660.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.71

0

26.74

126

.747

26.75

8

26.78

8

26.81

3

26.82

926

.843

26.91

8

26.70

226

.252

26.93

926

.989

26.92

9

26.74

3

26.55

7

26.49

726

.447

25.76

0

26.92

1

-8.02

5-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

9.091

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5670.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.89

0

26.92

526

.931

26.94

3

26.98

2

26.96

1

26.94

926

.955

26.98

9

26.88

026

.338

27.02

627

.076

27.01

6

26.83

0

26.64

4

26.58

426

.534

25.84

6

27.01

3

-8.16

3-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

9.099

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5680.000IA

B0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.05

0

27.02

727

.023

27.01

5

26.99

0

27.00

5

27.01

827

.025

27.06

2

27.04

5

26.41

3

27.10

027

.150

27.09

0

26.90

4

26.71

8

26.65

826

.608

25.92

1

27.07

1

-8.29

8

-7.35

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

9.074

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5690.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.10

9

27.09

527

.092

27.08

4

27.06

0

27.09

4

27.08

927

.086

27.09

3

27.11

4

26.47

5

27.16

327

.213

27.15

3

26.96

7

26.78

1

26.72

126

.671

25.98

3

27.13

4

-8.30

7

-7.35

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

9.076

6.0% -6.0%DATUM 26.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5700.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.14

8

27.13

327

.130

27.12

4

27.10

8

27.09

5

27.09

127

.089

27.08

1

27.15

6

26.52

6

27.21

427

.264

27.20

4

27.01

8

26.83

2

26.77

226

.722

26.03

4

27.26

5

-8.29

4

-7.35

0

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

9.195

6.0% -6.0%DATUM 26.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5710.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.16

6

27.12

527

.118

27.11

1

27.08

3

27.05

3

27.04

527

.042

27.11

7

27.18

0

26.56

5

27.25

227

.302

27.24

2

27.05

6

26.87

0

26.81

026

.760

26.07

3

27.30

1

-8.27

2

-7.35

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

9.191


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1757

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1757

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%DATUM 26.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5720.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.09

4

27.02

027

.007

26.98

9

26.98

0

26.93

5

26.93

126

.929

27.09

6

27.11

426

.592

27.27

927

.329

27.26

9

27.08

3

26.89

7

26.83

726

.787

26.10

0

27.16

9

-8.13

3-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.953

6.0% -6.0%DATUM 26.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5730.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.02

2

26.87

326

.842

26.80

9

26.71

3

26.65

9

26.64

626

.639

27.11

7

27.04

026

.607

27.29

427

.344

27.28

4

27.09

8

26.91

2

26.85

226

.802

26.11

5

27.04

7

-8.00

0-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.747

6.0% -6.0%DATUM 26.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5740.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.75

7

26.70

226

.716

26.74

4

26.64

5

26.44

6

26.38

326

.510

27.03

7

26.77

326

.610

27.29

727

.347

27.28

7

27.10

1

26.91

5

26.85

526

.805

26.11

8

26.97

3

-7.59

4-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.632

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5750.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.98

3

26.87

726

.800

26.76

7

26.62

2

26.47

2

26.51

626

.636

26.96

0

27.00

626

.601

27.28

927

.339

27.27

9

27.09

3

26.90

7

26.84

726

.797

26.10

9

26.92

6

-7.95

8-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.574

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5760.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.08

4

26.95

826

.937

26.89

4

26.76

8

26.65

5

26.77

726

.855

26.94

1

27.10

526

.580

27.26

827

.318

27.25

8

27.07

2

26.88

6

26.82

626

.776

26.08

8

26.89

5

-8.13

7-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.559

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5770.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.21

5

27.12

027

.094

27.04

9

26.86

8

27.03

8

27.04

827

.053

26.97

2

27.24

0

26.54

8

27.23

527

.285

27.22

5

27.03

9

26.85

3

26.79

326

.743

26.05

6

26.87

6

-8.38

7

-7.35

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.579


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:24 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1758

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1758

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%DATUM 26.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5780.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

27.24

8

27.17

327

.160

27.13

3

27.06

2

27.03

4

27.05

527

.065

26.95

9

27.27

7

26.50

3

27.19

127

.241

27.18

1

26.99

5

26.80

9

26.74

926

.699

26.01

1

26.84

9

-8.50

9

-7.35

0

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.606

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5790.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.89

0

26.95

726

.960

26.93

7

26.82

4

26.91

8

27.01

227

.059

26.93

7

26.87

726

.447

27.13

427

.184

27.12

4

26.93

8

26.75

2

26.69

226

.642

25.95

5

26.82

4

-7.99

6-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.654

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5800.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.69

6

26.74

126

.750

26.76

9

26.78

0

26.85

3

26.94

326

.989

26.87

8

26.69

826

.378

27.06

627

.116

27.05

6

26.87

0

26.68

4

26.62

426

.574

25.88

6

26.76

0

-7.82

9-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.660

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5810.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.62

1

26.62

826

.629

26.64

2

26.65

4

26.68

9

26.79

926

.853

26.81

8

26.61

926

.298

26.98

627

.036

26.97

6

26.79

0

26.60

4

26.54

426

.494

25.80

6

26.71

0

-7.83

1-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.706

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5820.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.45

3

26.44

126

.449

26.46

4

26.47

4

26.46

4

26.59

926

.667

26.68

5

26.46

126

.206

26.89

426

.944

26.88

4

26.69

8

26.51

2

26.45

226

.402

25.71

4

26.60

6

-7.73

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.687

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5830.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.35

3

26.27

326

.244

26.23

8

26.24

9

26.40

2

26.49

926

.539

26.53

3

26.36

126

.102

26.78

926

.839

26.77

9

26.59

3

26.40

7

26.34

726

.297

25.61

0

26.45

0

-7.73

8-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.609


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1759

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1759

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5840.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.31

8

26.20

526

.177

26.12

0

26.03

3

25.81

8

25.84

025

.925

26.32

2

26.33

725

.986

26.67

426

.724

26.66

4

26.47

8

26.29

2

26.23

226

.182

25.49

4

26.25

9

-7.87

6-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.497

6.0% -6.0%

DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5850.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

26.17

6

26.06

326

.041

25.98

5

25.65

1

25.52

7

25.51

125

.590

26.01

2

26.19

725

.858

26.54

626

.596

26.53

6

26.35

0

26.16

4

26.10

426

.054

25.36

6

26.03

5

-7.85

8-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.353

6.0% -6.0%DATUM 25.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5860.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.93

8

25.82

525

.804

25.76

2

25.34

5

25.27

1

25.26

725

.306

25.74

3

25.95

025

.718

26.40

626

.456

26.39

6

26.21

0

26.02

4

25.96

425

.914

25.22

6

25.82

2

-7.69

8-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.243

6.0% -6.0%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5870.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.64

9

25.55

525

.538

25.47

5

25.07

1

25.04

7

25.06

025

.103

25.51

3

25.65

425

.567

26.25

426

.304

26.24

4

26.05

8

25.87

2

25.81

225

.762

25.07

525

.585

-7.48

0-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.116

6.0% -6.0%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5880.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.60

4

25.38

325

.300

25.13

5

24.76

0

24.87

5

24.98

425

.110

25.30

3

25.62

625

.403

26.09

126

.141

26.08

1

25.89

5

25.70

9

25.64

925

.599

24.91

125

.317

-7.68

3-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.958

6.0% -6.0%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5890.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.53

5

25.23

625

.150

24.97

9

24.73

1

25.07

3

25.11

525

.109

24.90

9

25.59

625

.228

25.91

525

.965

25.90

5

25.71

9

25.53

3

25.47

325

.423

24.73

624

.869

-7.90

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.550


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1760

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1760

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5900.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.34

8

25.09

725

.056

24.94

2

24.77

2

25.00

5

24.99

424

.989

24.79

4

25.48

025

.044

25.73

125

.781

25.72

1

25.53

5

25.34

9

25.28

925

.239

24.55

224

.771

-8.00

4-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.680

6.0% -6.0%

DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5910.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.29

0

25.02

324

.983

24.85

0

24.90

6

24.91

7

24.80

024

.785

24.68

4

25.40

724

.869

25.55

725

.607

25.54

7

25.36

1

25.17

5

25.11

525

.065

24.37

724

.659

-8.15

6-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.772

6.0% -6.0%DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5920.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

25.17

0

24.90

724

.860

24.76

5

24.88

3

24.66

4

24.62

924

.612

24.50

8

25.21

324

.707

25.39

525

.445

25.38

5

25.19

9

25.01

3

24.95

324

.903

24.21

524

.492

-8.10

9-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.765

6.0% -6.0%DATUM 24.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5930.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.99

8

24.74

624

.762

24.79

6

24.73

6

24.50

9

24.47

224

.454

24.36

5

25.03

524

.558

25.24

525

.295

25.23

5

25.04

9

24.86

3

24.80

324

.753

24.06

624

.351

-8.06

5-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.778

6.0% -6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5940.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.88

3

24.80

624

.796

24.74

5

24.46

7

24.37

9

24.35

124

.337

24.26

1

24.90

224

.421

25.10

825

.158

25.09

8

24.91

2

24.72

6

24.66

624

.616

23.92

924

.248

-8.07

1-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.828

6.0% -6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5950.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

24.77

7

24.64

324

.561

24.43

1

24.34

4

24.25

8

24.22

424

.210

24.12

0

24.77

624

.297

24.98

425

.034

24.97

4

24.78

8

24.60

2

24.53

024

.480

23.79

324

.104

-8.06

9-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.300

4.800

7.550

8.018


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1761

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1761

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5960.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

IEBI

IABI

24.60

9

24.33

824

.331

24.31

7

24.27

4

24.20

6

24.17

0

24.13

8

24.07

8

24.63

224

.185

24.87

224

.922

24.86

2

24.67

6

24.49

0

24.40

624

.371

24.25

6

23.56

924

.062

-8.02

1-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.500

4.851

6.000

8.750

9.489

6.0% -6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5970.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

IEBI

IABI

24.25

1

24.19

424

.184

24.16

3

24.09

9

24.01

2

23.95

5

23.91

4

23.80

2

24.25

624

.085

24.77

324

.823

24.76

3

24.57

7

24.39

1

24.30

724

.272

24.20

7

23.51

923

.786

-7.60

7-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.500

4.851

5.500

8.250

8.649

6.0% -6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5980.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

IEBI

IABI

24.16

8

24.04

424

.022

23.97

7

23.85

5

23.77

5

23.74

0

23.71

4

23.63

6

24.18

023

.998

24.68

624

.736

24.67

6

24.49

0

24.30

4

24.22

024

.185

24.12

0

23.43

223

.628

-7.62

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

8.250

8.543

6.0% -6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 5990.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

IEBI

IABI

24.11

2

23.93

823

.910

23.85

6

23.68

8

23.58

5

23.55

1

23.52

6

23.45

9

24.12

023

.924

24.61

124

.661

24.60

1

24.41

5

24.22

9

24.14

524

.110

24.04

5

23.35

823

.456

-7.64

5-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

8.250

8.396

6.0% -6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6000.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

IEBI

IABI

23.91

0

23.82

023

.799

23.75

1

23.60

3

23.49

8

23.45

7

23.42

8

23.34

5

23.91

223

.862

24.54

924

.599

24.53

9

24.35

3

24.16

7

24.08

324

.048

23.98

3

23.29

623

.343

-7.42

5-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.500

4.851

5.500

8.250

8.320

6.0% -6.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6010.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DJBJ

IABI

23.61

7

23.59

623

.582

23.51

7

23.45

4

23.42

6

23.40

6

23.31

2

23.73

323

.511

23.51

1

24.50

024

.550

24.49

0

24.30

4

24.11

8

24.03

423

.999

23.93

4

23.24

723

.309

-9.50

3-9

.058

-8.55

8

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.500

4.851

5.500

8.248

8.343


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1762

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1762

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6020.000

IAB1

DJB1

DKB1

EVTL

MCTL

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

IABJ

23.43

823

.417

23.40

023

.364

23.23

423

.216

23.10

0

23.05

4

23.02

1

22.82

2

23.60

3

23.15

423

.154

24.46

424

.514

24.45

3

24.26

7

24.08

1

23.99

723

.962

23.89

7

22.76

622

.851

-11.2

34

-10.3

36-9

.836

-4.73

3-4

.221

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

10.02

310

.692

6.0% -6.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6030.000

MCTT

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

IABJ

23.59

9

23.06

023

.024

22.98

9

22.84

2

22.72

722

.714

22.67

2

22.64

1

22.34

2

24.64

9

24.42

9

24.24

3

24.05

7

23.97

323

.938

23.87

3

22.27

022

.409

-15.0

00

-3.10

0

0.000

3.100

4.500

4.851

5.500

11.91

312

.691


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1763

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1763

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 21.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6040.000

IATI

IAB1

DJB1

DKB1

EVTR

MCTR

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

23.25

423

.263

23.02

922

.976

22.91

8

22.72

9

22.59

4

22.55

222

.521

22.52

1

22.21

022

.189

22.02

6

23.24

8

23.23

9

22.79

022

.790

24.39

8

24.49

8

24.41

7

24.23

1

24.04

5

23.96

123

.926

23.86

1

21.77

121

.771

22.15

7

-25.0

00

-13.3

40

-12.4

42-1

1.942

-5.57

9

-4.56

6

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

13.86

014

.360

15.13

2

6.0% -6.0%

DATUM 21.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6050.000

IATI

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

22.88

622

.874

22.67

2

22.65

7

22.61

2

22.51

4

22.41

6

22.37

2

22.34

1

22.23

2

21.87

821

.858

21.66

8

22.92

1

22.90

7

22.46

022

.460

24.40

1

24.50

1

24.41

7

24.23

1

24.04

5

23.96

123

.926

23.86

1

21.37

121

.371

21.82

1

-25.0

00

-14.6

60

-13.7

65-1

3.265

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

15.46

215

.962

16.86

3

6.0% -6.0%

DATUM 20.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6060.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

22.28

722

.303

22.03

9

21.98

7

21.91

4

21.77

6

21.78

3

21.78

8

21.79

2

21.66

2

21.46

921

.452

21.21

9

22.25

8

21.80

921

.809

24.41

5

24.51

5

24.43

1

24.24

5

24.05

9

23.97

523

.939

23.87

5

20.97

020

.970

21.42

1

-17.3

19

-16.4

21-1

5.921

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

14.21

414

.714

15.61

6


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1764

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1764

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 20.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6070.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

21.41

021

.406

21.28

6

21.26

5

21.20

7

21.05

3

21.00

0

21.00

8

21.01

4

20.98

2

20.94

920

.937

20.68

7

21.41

6

20.96

720

.967

24.44

0

24.54

0

24.45

6

24.27

0

24.08

4

24.00

023

.965

23.90

0

20.46

620

.466

20.91

6

-16.1

58

-15.2

60-1

4.760

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

13.74

214

.242

15.14

1

6.0% -6.0%

DATUM 19.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6080.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

20.61

620

.599

20.09

2

20.09

0

20.08

9

20.08

7

20.19

0

20.21

0

20.22

5

20.32

420

.323

20.06

1

20.64

7

20.19

720

.197

24.47

0

24.57

0

24.48

6

24.30

0

24.11

4

24.03

023

.995

23.93

0

19.85

319

.853

20.30

3

-15.4

46

-14.5

46-1

4.046

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

13.65

414

.154

15.05

4


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1765

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1765

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 18.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6090.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.42

819

.358

19.07

9

19.16

4

19.20

7

19.31

3

19.39

7

19.43

5

19.46

3

19.65

319

.636

18.65

5

19.54

819

.114

19.11

4

24.50

0

24.60

0

24.51

6

24.33

0

24.14

4

24.06

024

.025

23.96

0

19.17

619

.176

19.62

1

-17.6

40-1

6.772

-16.2

72

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

15.06

815

.568

16.45

9

6.0% -6.0%

DATUM 18.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6100.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.13

819

.127

18.86

8

18.84

9

18.87

9

18.96

2

19.03

9

19.06

7

19.08

7

18.71

318

.673

18.38

0

19.17

4

18.72

618

.726

24.53

0

24.63

0

24.54

6

24.36

0

24.17

4

24.09

024

.055

23.99

0

18.17

918

.179

18.62

3

-18.5

04

-17.6

08-1

7.108

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

17.12

217

.622

18.51

0


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1766

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1766

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 18.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6110.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.25

019

.204

18.94

9

18.96

1

18.97

8

18.96

3

18.92

8

18.91

0

18.89

3

18.66

418

.664

18.66

3

18.46

8

19.38

2

18.67

318

.673

24.56

0

24.66

0

24.57

6

24.39

0

24.20

4

24.12

024

.085

24.02

0

18.12

318

.123

18.66

3

-19.1

92

-17.7

74-1

7.274

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

17.29

417

.794

18.87

3

6.0% -6.0%

DATUM 18.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6120.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.33

919

.307

19.00

8

18.99

5

18.97

3

18.91

5

18.91

1

18.92

0

18.92

7

18.93

818

.931

18.91

6

18.81

9

19.44

3

18.62

118

.621

24.59

0

24.69

0

24.60

6

24.42

0

24.23

4

24.15

024

.115

24.05

0

18.07

518

.075

18.91

1

-19.5

82

-17.9

38-1

7.438

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

17.45

017

.950

19.62

2


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:25 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1767

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1767

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

6.0% -6.0%

DATUM 18.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6130.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.42

319

.395

19.07

6

19.09

6

19.12

4

19.17

2

19.17

6

19.17

3

19.17

1

19.10

019

.101

19.10

4

18.93

2

19.62

6

18.56

918

.569

24.62

0

24.72

0

24.63

6

24.45

0

24.26

4

24.18

024

.145

24.08

0

18.02

718

.027

19.10

5

-20.2

16

-18.1

02-1

7.602

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

17.60

618

.106

20.26

1

6.0% -6.0%

DATUM 17.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6140.000IA

B1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.16

919

.119

19.05

4

19.00

3

18.88

0

18.60

8

18.42

4

18.67

0

18.91

2

19.10

819

.108

19.09

7

18.91

7

19.32

9

18.51

718

.517

24.65

0

24.75

0

24.66

6

24.48

0

24.29

4

24.21

024

.175

24.11

0

17.97

917

.979

19.09

7

-19.8

90

-18.2

66-1

7.766

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

17.76

218

.262

20.49

7


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1768

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1768

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

5.2% -5.2%

DATUM 17.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6150.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.21

519

.220

19.27

9

19.27

8

19.27

7

19.25

3

18.90

3

18.74

5

18.63

2

18.71

718

.755

18.92

5

18.76

5

19.12

2

18.41

318

.413

24.64

6

24.74

6

24.67

3

24.51

0

24.34

7

24.27

424

.239

24.17

4

17.93

017

.930

18.91

5

-19.8

84

-18.4

66-1

7.966

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

17.98

718

.487

20.45

7

4.5% -4.5%

DATUM 17.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6160.000IA

B1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.30

119

.305

19.40

7

19.41

1

19.41

6

19.39

8

19.35

9

19.34

1

19.33

2

18.94

618

.958

19.00

4

18.91

5

19.28

6

18.36

218

.362

24.64

2

24.74

2

24.67

9

24.54

0

24.40

0

24.33

724

.302

24.23

7

17.88

217

.882

19.01

2

-20.4

08

-18.5

61-1

8.061

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

18.21

118

.711

20.97

0


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1769

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1769

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.7% -3.7%

DATUM 17.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6170.000

IAB1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBJ

DJBJ

IABJ

19.38

119

.371

19.38

7

19.39

4

19.40

4

19.42

6

19.44

1

19.42

9

19.42

2

19.12

519

.099

19.01

5

18.88

9

19.39

7

18.31

118

.311

24.63

9

24.73

9

24.68

6

24.57

0

24.45

4

24.40

124

.366

24.30

1

17.83

317

.833

18.97

9

-20.8

27

-18.6

55-1

8.155

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

18.43

718

.937

21.22

9

3.0% -3.0%

DATUM 17.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6180.000IA

B1

DJB1

DKB1

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

MCDK

DJBJ

IABJ

19.79

219

.800

19.42

2

19.43

1

19.44

4

19.43

8

19.41

4

19.40

4

19.39

6

18.91

618

.892

18.83

6

18.70

4

19.75

3

18.29

318

.293

24.63

5

24.73

5

24.69

3

24.60

0

24.50

7

24.46

524

.430

24.36

5

17.78

417

.784

18.79

5

-21.6

02

-18.6

84-1

8.184

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

18.66

219

.162

21.18

5


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1770

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1770

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.0% -3.0%

DATUM 17.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6190.000

IAD1

DJD1

DKB1

IADJ

EXAA

BGB0

ESB0

CEB0

MCB0

CEBI

ESBI

EXAA

EVBI

IAD2

MCDK

DJDK

IADK

20.25

220

.234

19.55

8

19.54

9

19.52

7

19.46

7

19.40

8

19.38

9

19.38

1

18.57

518

.536

18.50

5

17.90

9

20.37

7

18.26

018

.260

20.06

4

24.66

424

.730

24.76

5

24.72

3

24.63

0

24.53

7

24.49

524

.420

24.39

5

18.64

6

17.55

017

.546

18.13

3

-23.0

45

-18.8

10-1

8.310

-14.7

01

-5.51

0-4

.851

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

5.249

5.500

18.41

8

20.72

521

.261

22.54

1

3.0% -3.0%

DATUM 15.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6200.000

IAD1

DJD1

MCD1

IADJ

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

20.17

620

.145

19.33

5

19.30

3

19.25

8

19.15

8

19.05

8

18.93

5

18.84

5

15.90

1

15.61

7

20.50

3

18.19

018

.189

19.92

8

24.69

5

24.79

5

24.75

3

24.66

0

24.56

7

24.52

524

.490

24.42

5

-23.4

50

-18.8

23-1

8.318

-14.7

91

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1771

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1771

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.0% -3.0%

DATUM 14.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6210.000

IAD1

DJD1

MCD1

IADJ

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

19.24

919

.197

18.58

6

18.53

3

18.45

9

17.01

0

16.17

4

15.87

7

15.66

5

14.76

4

14.85

4

19.51

2

18.07

318

.069

18.99

6

24.72

5

24.82

5

24.78

3

24.69

0

24.59

7

24.55

524

.520

24.45

5

-17.6

62

-14.2

69-1

3.672

-11.4

25

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

3.0% -3.0%

DATUM 14.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6220.000

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

16.41

1

16.05

5

15.49

0

15.26

7

15.30

4

15.31

2

15.24

4

14.81

8

15.95

6

24.75

5

24.85

5

24.81

3

24.72

0

24.62

7

24.58

524

.550

24.48

5

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1772

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1772

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.0% -3.0%

DATUM 15.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6230.000

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

15.30

0

15.26

1

15.26

5

15.31

9

15.37

3

15.39

7

15.42

1

15.77

7

17.29

3

24.78

5

24.88

5

24.84

3

24.75

0

24.65

7

24.61

524

.580

24.51

5

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

3.0% -3.0%

DATUM 15.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6240.000

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

15.31

0

15.28

5

15.26

6

15.41

3

15.53

4

15.58

8

15.62

7

17.67

9

18.32

7

24.81

5

24.91

5

24.87

3

24.78

0

24.68

7

24.64

524

.610

24.54

5

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1773

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1773

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.0% -3.0%

DATUM 15.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6250.000

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

15.34

3

15.32

9

15.31

0

15.30

7

15.84

6

16.18

3

16.42

4

18.77

8

18.95

2

24.84

5

24.94

5

24.90

3

24.81

0

24.71

7

24.67

524

.640

24.57

5

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

3.0% -3.0%

DATUM 15.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6260.000

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

15.67

9

15.82

8

16.72

1

18.13

0

18.52

9

18.66

7

18.73

1

18.92

8

19.26

2

24.87

5

24.97

5

24.93

3

24.84

0

24.74

7

24.70

524

.670

24.60

5

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1774

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1774

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.0% -3.0%

DATUM 15.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6270.000

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

18.80

6

18.82

6

18.84

6

18.88

1

18.91

1

18.92

5

18.93

5

19.19

9

19.58

9

24.90

5

25.00

5

24.96

3

24.87

0

24.77

7

24.73

524

.700

24.63

5

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

3.0% -3.0%

DATUM 16.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6280.000

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

18.96

8

18.98

5

19.00

7

19.05

0

19.08

4

19.09

8

19.11

7

19.53

9

20.03

1

24.93

5

25.03

5

24.99

3

24.90

0

24.80

7

24.76

524

.730

24.66

5

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1775

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1775

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

3.0% -3.1% -2.9%

DATUM 18.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6290.000

EVB0

ESB0

CEB0

MCB0

EXAB

CEBI

ESBI

BGBI

EXAB

DKBK

DJBK

IABK

19.08

3

19.10

5

19.18

5

19.36

1

19.53

7

19.61

6

19.67

3

20.07

4

20.43

9

24.96

5

25.06

5

25.02

3

24.93

0

24.87

0

24.83

7

24.79

524

.760

24.69

2

19.76

919

.769

20.21

7

-5.50

0

-4.50

0

-3.10

0

0.000

1.970

3.100

4.500

4.851

5.515

15.35

215

.852

16.74

8

3.0% -3.0%

DATUM 18.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6300.000

IAB2

DJB2

DKB2

EXAB

BGB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

19.85

8

19.91

3

19.99

0

20.18

4

20.37

8

20.46

5

20.51

1

20.74

5

20.95

9

19.13

3

18.68

918

.689

24.99

425

.060

25.09

5

25.05

3

24.96

0

24.86

7

24.82

524

.790

24.72

5

20.34

920

.349

20.79

6

-19.5

00

-18.6

12-1

8.112

-5.51

0-4

.851

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

14.25

214

.752

15.64

6


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:26 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1776

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1776

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

2.1% -3.0%

DATUM 19.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6310.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

20.87

5

20.94

2

20.99

4

21.10

7

21.22

0

21.27

1

21.30

8

21.52

0

21.52

0

19.99

9

19.55

819

.558

24.98

6

25.08

6

25.05

6

24.99

0

24.89

7

24.85

524

.820

24.75

5

21.10

121

.101

21.55

0

-17.7

39

-16.8

57-1

6.357

-5.50

0

-4.50

0

-3.10

0

0.000

3.100

4.500

4.851

5.500

13.47

213

.972

14.87

1

1.3% -3.0%

DATUM 20.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6320.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

21.65

2

21.71

3

21.80

0

21.90

8

21.95

6

21.97

7

21.99

3

22.01

6

21.97

0

21.02

4

20.57

920

.579

24.97

6

25.07

6

25.05

8

25.01

9

24.92

6

24.88

424

.848

24.78

4

21.55

221

.552

22.00

2

-15.6

85

-14.7

95-1

4.295

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

13.25

613

.756

14.65

5


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1777

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1777

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

0.4% -3.0%

DATUM 21.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6330.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

22.26

3

22.26

7

22.27

3

22.28

7

22.28

9

22.29

0

22.29

1

22.29

3

22.26

8

22.02

7

21.57

721

.577

24.95

7

25.05

7

25.05

1

25.03

8

24.94

5

24.90

324

.868

24.80

3

21.83

821

.838

22.28

8

-14.6

27

-13.7

26-1

3.226

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

13.40

713

.907

14.80

6

-0.4% -3.0%

DATUM 21.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6340.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

22.47

4

22.48

0

22.49

1

22.51

3

22.53

6

22.53

9

22.54

1

22.54

7

22.54

9

22.44

4

21.99

421

.994

24.92

8

25.02

8

25.03

4

25.04

8

24.95

5

24.91

324

.877

24.81

3

22.11

122

.111

22.56

1

-14.7

25

-13.8

25-1

3.325

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

13.60

514

.105

15.00

4

-1.3% -3.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6350.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

22.71

3

22.72

0

22.72

8

22.74

6

22.74

3

22.74

1

22.74

4

22.75

2

22.80

9

22.61

6

22.16

522

.165

24.88

9

24.98

9

25.00

7

25.04

7

24.95

4

24.91

224

.877

24.81

2

22.34

322

.343

22.79

3

-15.6

19

-14.7

18-1

4.218

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

13.96

614

.466

15.36

6


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1778

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1778

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-2.1% -3.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6360.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

22.96

4

22.97

3

22.98

7

23.00

6

23.00

0

22.99

8

22.99

622

.995

23.04

0

22.88

1

22.22

022

.220

24.84

0

24.94

0

24.97

0

25.03

7

24.94

4

24.90

224

.867

24.80

2

22.57

222

.572

23.02

2

-17.8

03

-16.4

81-1

5.981

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

14.41

914

.919

15.82

0

-3.0% -3.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6370.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

23.23

2

23.24

0

23.25

1

23.27

4

23.29

5

23.29

223

.291

23.29

0

23.29

4

23.16

2

22.27

322

.273

24.78

1

24.88

1

24.92

3

25.01

6

24.92

3

24.88

124

.846

24.78

1

22.82

822

.828

23.28

0

-17.8

11

-16.0

33-1

5.533

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

13.31

313

.813

14.71

8

-3.0% -3.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6380.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

23.56

9

23.58

2

23.59

5

23.61

8

23.57

323

.560

23.55

1

23.54

2

23.48

4

23.44

3

22.32

822

.328

24.75

1

24.85

1

24.89

3

24.98

6

24.89

3

24.85

124

.816

24.75

1

22.87

822

.878

23.47

9

-17.9

22

-15.6

92-1

5.192

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

12.99

213

.492

14.69

5


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1779

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1779

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-3.0% -2.1%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6390.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

23.87

5

23.88

9

23.90

9

23.88

3

23.84

223

.838

23.81

7

23.80

3

23.66

7

23.70

1

22.38

222

.382

24.71

0

24.81

0

24.85

2

24.94

5

24.88

0

24.85

124

.816

24.75

1

22.92

722

.927

23.68

2

-17.9

54

-15.3

15-1

4.815

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

12.79

713

.297

14.80

7

-3.0% -1.2%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6400.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

24.09

2

24.10

8

24.13

6

24.12

3

24.11

5

24.10

8

24.10

1

24.09

5

24.06

4

23.86

7

22.43

822

.438

24.66

0

24.76

0

24.80

2

24.89

5

24.85

8

24.84

124

.806

24.74

1

22.97

822

.978

24.06

5

-17.7

49

-14.8

89-1

4.389

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

12.55

013

.050

15.22

4

-3.0% -0.3%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6410.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

24.26

6

24.29

2

24.32

9

24.34

924

.346

24.34

4

24.34

6

24.34

7

24.36

1

23.98

2

22.49

422

.494

24.59

9

24.69

9

24.74

1

24.83

4

24.82

5

24.82

124

.786

24.72

1

23.03

023

.030

24.35

6

-17.3

98

-14.4

22-1

3.922

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

12.26

412

.764

15.41

7


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1780

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1780

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-3.0% 0.6%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6420.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

24.37

8

24.40

5

24.44

2

24.47

824

.484

24.50

6

24.51

1

24.51

5

24.44

3

24.11

4

22.55

022

.550

24.52

9

24.62

9

24.67

1

24.76

4

24.78

3

24.79

124

.756

24.69

1

23.08

023

.080

24.42

3

-17.0

45

-13.9

16-1

3.416

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

11.94

412

.444

15.12

9

-3.0% 1.5%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6430.000

IAB2

DJB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

24.40

1

24.41

2

24.43

1

24.45

0

24.47

1

24.51

1

24.52

9

24.54

0

24.41

3

24.22

3

22.60

622

.606

24.44

8

24.54

8

24.59

0

24.68

3

24.73

0

24.75

124

.716

24.65

1

23.13

023

.130

24.39

3

-16.6

05

-13.3

71-1

2.871

-5.50

0

-4.50

0

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

11.58

412

.084

14.61

1

-3.0% 2.4%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6440.000

IAB2

DKB2

EVB0

BGB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

24.35

7

24.37

5

24.39

324

.397

24.40

8

24.41

2

24.41

3

24.40

1

24.34

2

24.28

7

22.65

9

24.30

8

24.42

324

.458

24.50

0

24.59

3

24.66

7

24.70

124

.666

24.60

1

23.18

023

.180

24.32

3

-15.0

37

-12.5

96

-6.00

0

-4.85

1-4

.500

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

11.18

411

.684

13.97

0


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1781

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1781

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-3.8% 3.3%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6450.000IA

B2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

DJBK

IABK

24.31

124

.308

24.30

624

.306

24.30

6

24.29

3

24.27

2

24.27

5

24.26

6

24.35

3

22.71

3

24.28

324

.333

24.37

8

24.49

4

24.59

6

24.64

324

.607

24.54

3

23.23

023

.230

24.24

6

-13.5

40

-11.0

81

-4.80

0-4

.300

-3.10

0

-0.00

0

3.100

4.500

4.851

5.500

10.75

011

.250

13.28

2


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1782

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1782

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-4.5% 4.2%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6460.000

IAB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

BGBI

EVBI

DKBK

IABK

24.22

3

24.22

024

.220

24.21

9

24.21

8

24.19

3

24.11

3

24.10

6

24.10

5

24.10

9

24.11

4

24.22

6

22.76

8

24.16

924

.219

24.26

4

24.40

3

24.53

3

24.59

224

.557

24.44

2

23.28

0

24.11

8

-12.3

88

-10.2

03

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.500

4.851

6.000

10.64

8

11.90

5

-5.3% 5.1%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6470.000

IAB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

DKBK

IABK

24.01

3

24.01

0

24.00

924

.009

23.99

4

23.97

1

23.96

4

23.96

323

.963

23.96

0

23.96

0

24.02

0

22.82

2

24.05

924

.109

24.16

2

24.32

5

24.48

3

24.54

424

.494

23.33

1

23.96

0

-11.3

46

-9.55

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.300

4.800

9.451

10.39

3

-6.0% 6.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6480.000IA

B2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

DKBK

IABK

23.91

9

23.91

6

23.90

123

.893

23.88

2

23.88

9

23.89

7

23.89

923

.900

23.87

7

23.86

8

23.92

3

22.87

6

23.96

324

.013

24.07

3

24.25

9

24.44

5

24.50

524

.455

23.38

223

.862

-10.5

16

-8.94

7

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

8.891

9.611

-6.0% 6.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6490.000

IAB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

DKBK

IABK

23.86

0

23.85

7

23.83

923

.834

23.83

1

23.82

5

23.81

9

23.81

723

.816

23.81

1

23.81

1

23.86

3

22.93

0

23.90

923

.959

24.01

9

24.20

5

24.39

1

24.45

124

.401

23.43

323

.857

-9.91

6

-8.51

7

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

8.473

9.109

-6.0% 6.0%

DATUM 22.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6500.000

IAB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

DKBK

IABK

23.84

923

.847

23.83

723

.833

23.82

3

23.79

2

23.76

0

23.75

223

.774

23.79

8

23.68

1

23.85

3

22.98

3

23.86

823

.918

23.97

8

24.16

4

24.35

0

24.41

024

.360

23.48

423

.654

-9.44

5

-8.14

1

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

8.105

8.360

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6510.000

IAB2

DKB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

DJBK

IABK

23.83

123

.831

23.82

723

.827

23.82

6

23.82

2

23.81

4

23.81

623

.816

23.70

4

23.81

4

23.83

3

23.03

7

23.84

023

.890

23.95

0

24.13

6

24.32

2

24.38

224

.332

23.53

423

.887

-9.00

4

-7.81

1

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.791

8.320


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1783

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1783

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6520.000

IAB2

DJB2

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

DKBK

IABK

23.74

123

.741

23.77

823

.787

23.80

3

23.85

6

23.79

1

23.67

923

.683

24.05

524

.095

23.74

4

23.09

1

23.82

423

.874

23.93

4

24.12

0

24.30

6

24.36

624

.316

23.58

524

.134

-8.51

1

-7.53

1

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.523

8.346

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6530.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

DKBK

IABK

23.78

2

23.82

123

.828

23.84

2

23.96

1

23.81

1

23.93

024

.019

24.22

8

23.76

8

23.13

3

23.82

023

.870

23.93

0

24.11

6

24.30

2

24.36

224

.312

23.62

5

24.26

6

-8.30

2

-7.35

0

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.310

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6540.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.74

1

23.79

523

.805

23.82

1

23.83

5

24.10

0

24.19

324

.218

24.27

0

23.72

423

.142

23.82

923

.879

23.93

9

24.12

5

24.31

1

24.37

124

.321

23.63

4

24.23

3

-8.22

3-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.249

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6550.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.75

5

23.83

223

.841

23.87

2

23.86

2

24.22

5

24.27

724

.302

24.22

9

23.72

923

.163

23.85

123

.901

23.96

1

24.14

7

24.33

3

24.39

324

.343

23.65

524

.189

-8.19

7-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

8.151

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6560.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.64

5

23.82

523

.885

23.81

5

23.98

3

24.26

6

24.28

624

.268

24.12

5

23.62

023

.197

23.88

523

.935

23.99

5

24.18

1

24.36

7

24.42

724

.377

23.68

924

.062

-7.98

4-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.909

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6570.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.58

5

23.64

823

.660

23.70

3

24.06

5

24.24

1

24.21

024

.194

23.92

6

23.56

923

.234

23.92

223

.972

24.03

2

24.21

8

24.40

4

24.46

424

.414

23.72

623

.908

-7.85

2-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.622


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1784

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1784

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6580.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.50

4

23.58

223

.598

23.73

1

24.10

8

24.18

2

24.15

124

.125

23.84

8

23.50

523

.267

23.95

424

.004

24.06

4

24.25

0

24.43

6

24.49

624

.446

23.75

923

.845

-7.70

7-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.478

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6590.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.51

9

23.59

323

.631

23.85

2

24.15

2

24.15

4

24.09

324

.044

23.85

1

23.50

923

.296

23.98

424

.034

24.09

4

24.28

0

24.46

6

24.52

624

.476

23.78

823

.869

-7.66

9-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.471

-6.0% 6.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6600.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.50

9

23.65

623

.704

23.93

6

24.18

2

24.13

8

24.03

723

.982

24.03

1

23.49

323

.321

24.00

924

.059

24.11

9

24.30

5

24.49

1

24.55

124

.501

23.81

324

.036

-7.60

8-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.684

-5.1% 5.1%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6610.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.57

8

23.68

823

.737

23.92

7

24.22

8

24.12

6

23.98

923

.922

23.87

1

23.57

523

.380

24.06

824

.118

24.16

8

24.32

6

24.48

4

24.53

524

.485

23.79

823

.883

-7.64

2-7

.350

-4.60

0-4

.100

-3.10

0

-0.00

0

3.100

4.100

4.600

7.350

7.477

-4.2% 4.2%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6620.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.59

0

23.71

923

.790

23.98

6

24.27

3

24.14

4

24.01

023

.944

23.91

2

23.58

423

.435

24.12

324

.173

24.21

4

24.34

4

24.47

4

24.51

624

.466

23.77

923

.933

-7.57

3-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.581

-3.3% 3.3%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6630.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.67

3

23.77

323

.846

24.05

3

24.31

7

24.18

1

24.06

824

.017

23.97

9

23.66

723

.486

24.17

424

.224

24.25

6

24.35

8

24.46

0

24.49

324

.443

23.75

624

.013

-7.62

0-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.735


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:27 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1785

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1785

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-3.0% 2.4%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6640.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.72

2

23.85

623

.936

24.11

6

24.35

3

24.20

8

24.11

924

.081

24.07

9

23.72

223

.507

24.19

524

.245

24.27

5

24.36

8

24.44

2

24.46

624

.416

23.72

924

.117

-7.67

2-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

7.931

-3.0% 1.5%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6650.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.74

8

23.94

124

.018

24.16

3

24.36

7

24.22

2

24.13

324

.099

24.11

8

23.74

823

.514

24.20

124

.251

24.28

1

24.37

4

24.42

1

24.43

624

.386

23.69

824

.164

-7.70

2-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.048

-3.0% 0.6%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6660.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.79

1

23.95

724

.018

24.14

2

24.36

2

24.21

5

24.15

924

.131

24.07

9

23.80

123

.516

24.20

424

.254

24.28

4

24.37

7

24.39

5

24.40

124

.351

23.66

424

.116

-7.77

7-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.028

-3.0% -0.3%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6670.000

IAA0

EVA0

MFA1

ESB0

CEB0

MCB0

CEBI

ESBI

23.82

823

.819

24.03

324

.072

24.15

9

24.36

1

24.17

6

24.12

924

.121

24.05

1

23.80

823

.796

24.05

4

24.25

3

24.28

3

24.37

6

24.36

6

24.36

3

-11.0

01-1

0.429

-7.56

9

-4.10

0

-3.10

0

0.000

3.100

4.100

-3.0% -1.2%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6680.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.79

8

24.03

924

.080

24.17

7

24.36

1

24.15

1

24.07

324

.038

24.02

9

23.78

723

.510

24.19

824

.248

24.27

8

24.37

1

24.33

3

24.32

124

.271

23.58

424

.100

-7.76

5-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.123

-3.0% -2.1%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6690.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.77

5

23.96

724

.020

24.14

8

24.35

5

24.16

0

24.10

324

.072

24.03

7

23.78

123

.501

24.18

924

.239

24.26

9

24.36

2

24.29

7

24.27

624

.226

23.53

824

.082

-7.76

9-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.166


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:28 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1786

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1786

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

-3.0% -3.0%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6700.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.80

2

23.96

524

.027

24.15

4

24.35

6

24.20

2

24.05

223

.986

24.03

8

23.77

923

.489

24.17

624

.226

24.25

6

24.34

9

24.25

6

24.22

624

.176

23.48

9

24.12

2

-7.78

6-7

.350

-4.60

0-4

.100

-3.10

0

0.000

3.100

4.100

4.600

7.350

8.300

-3.0% -3.3%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6710.000

IAB0

IEB0

EVB0

ESB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.79

7

24.05

824

.106

24.17

0

24.35

5

24.17

524

.073

23.99

9

24.00

9

23.77

823

.481

24.16

924

.219

24.24

0

24.33

3

24.23

124

.208

24.15

8

23.47

1

24.07

7

-7.49

7-7

.052

-4.30

2-3

.802

-3.10

0

0.000

3.100

3.802

4.302

7.052

7.961

-3.0% -3.5%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6720.000

IAB0

IEB0

EVB0

CEB0

MCB0

CEBI

ESBI

EVBI

IEBI

IABI

23.81

1

24.07

6

24.17

7

24.34

9

24.18

024

.120

24.04

6

23.97

4

23.79

823

.474

24.16

1

24.22

3

24.31

2

24.20

724

.192

24.14

2

23.45

523

.988

-7.10

6-6

.621

-3.87

1

-2.96

7

0.000

2.991

3.395

3.895

6.645

7.444

-3.4% -3.8%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6730.000

IAB0

IEB0

EVB0

CEB0

MCB0

CEBI

EVBI

IEBI

IABI

23.80

7

24.10

624

.186

24.30

4

24.17

124

.091

23.86

4

23.85

323

.443

24.13

024

.191

24.28

8

24.17

924

.105

23.41

823

.905

-6.83

3-6

.217

-3.46

7-2

.834

0.000

2.882

3.407

6.157

6.886

-3.6% -3.9%

DATUM 23.0

STRING LABEL

DESIGN LEVELS

DESIGN OFFSET


CH. 6733.533

IAB0

IEB0

EVB0

CEB0

MCB0

CEBI

EVBI

IEBI

IABI

23.80

2

24.11

724

.177

24.27

9

24.16

624

.094

23.83

2

23.84

823

.432

24.11

924

.179

24.27

9

24.16

824

.094

23.40

723

.865

-6.69

9-6

.075

-3.32

5-2

.787

0.000

2.844

3.234

5.984

6.671


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:28 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT


A0113.021

1787

A

2402

1:200 (A3)

MGA ZONE 55 A.H.D.

L.ALLEN

R.CASSIDY


HB17182-C1787

0 84


62 2

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

//

//

/ / / /

/ / / / / / / / / / / / /

/ / / / / /

x/x

x/x

x/x

x/x

x/x

x/x

x/x

D

D

/

/

/

/

/

/

/

/


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:28 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

GENERAL ARRANGEMENT

A0113.021

1802

A

2402

1:500

MGA ZONE 55 A.H.D.

J.WILLIAMS

R.CASSIDY


HB17182-S1802

BICHENO

SWANSEA

PLANSCALE 1:500

TASMAN HIGHWAY

APPROACH SLABAPPROACH SLAB

W-BEAM SAFETY BARRIER WITHTHRIE-BEAM TRANSITION,TYPICAL

FLOW

BRIDGE CENTRELINE (MCB0)

ABUTMENT AWITH WINGWALL

ABUTMENT BWITH WINGWALL

1500 DIA PIER COLUMNSPILE CAP,TYPICALRIVER BED PROFILE,

APPROXIMATE

PIER CROSSHEAD,TYPICAL

1.51

1.51

A-

ELEVATION1:500

A-

11803

6300

6200

℄ PIER 1 ℄ PIER 2℄ ABUTMENT A ABUTMENT B ℄

LARGE DIAMETER ROCKSTONE PITCHING EROSIONPROTECTION

600 DIA CHS PILES

0 2000010000

SCALE IN MILLIMETRES - 1:500

150005000 5000

RL 20.900 (100 YEAR ARI) RL 21.300 (INFERRED HISTORICAL FLOOD)

REGULAR PERFORMANCELEVEL BARRIERPIER 1 PIER 2 ABUTMENT BABUTMENT A

90035

30065 2966829648

246.017m STRAIGHT - MEASURED ALONG ROAD DESIGN LINE (MCB0)0.3 %

VCTCH 6068.526RL 24.266

VCTCH6314.543RL 25.004

R=8000mSAG CURVE

R=10000mCREST CURVE

21804

EXPANSION JOINT EXPANSION JOINT

EDGE OF BANK EDGE OF BANK

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

AutoCAD SHX Text

APSLEY

AutoCAD SHX Text

RIVER


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:28 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

SECTIONS - SHEET 1 OF 2

A0113.021

1803

A

2402

1:100

MGA ZONE 55 A.H.D.

J.WILLIAMS

R.CASSIDY


HB17182-S1803

0 40002000


30001000 1000

SECTION1:100

11802

1400 3100LANE

3100LANE

1400

3% FALL

BRID

GE C

ENTR

ELIN

E (M

CB0)

SHOULDER SHOULDER

4 No. 1500 DEEP PRECASTSUPER TEE BEAMS

PIER CROSSHEAD

1200 DIA PIER COLUMNS

PILE CAP

40 ASPHALT OVER200 MIN. DECK SLAB

1400 HIGH MEDIUM PERFORMANCELEVEL BARRIER TO ALSO SUITCYCLISTS

RIVER BED,APPROXIMATE

RL 21.300 (INFERRED HISTORICAL FLOOD)APSLEY RIVER

600 DIA CHS PILES

RL 20.900 (100 YEAR ARI)APSLEY RIVER

℄ PIER 1

PIER CROSSHEAD


NOTE:1. FOR GENERAL NOTES REFER TO SHEET 1801.

PILE CAP

RIVER BED,APPROXIMATE

600 DIA CHS PILES

2-

SECTION1:100

2-

PIER SKIRT

ELASTOMERICBEARING

PIER SKIRT

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:


SCALES




SHEET No.DRAWING

REGISTRATION NUMBER

REVISION

09-Jun-17, 1:28 PM

A3 original

DESIGNED

REVIEWED



BRIDGE REPLACEMENT

SECTIONS - SHEET 2 OF 2

A0113.021

1804

A

2402

1:100

MGA ZONE 55 A.H.D.

J.WILLIAMS

R.CASSIDY

A PRELIMINARY DESIGN R.C. 09/06/2017

HB17182-S1804

0 40002000


30001000 1000

SECTION1:100

11802

1400 3100LANE

3100LANE

1400

3% FALL

BRID

GE C

ENTR

ELIN

E (M

CB0)

SHOULDER SHOULDER

PIER CROSSHEAD


PILE CAP

40 ASPHALT OVER200 MIN. DECK SLAB

REGULAR PERFORMANCELEVEL BARRIER

GROUND LEVEL,APPROXIMATE

RL 21.300 (INFERRED HISTORICAL FLOOD)APSLEY RIVER

600 DIA CHS PILES

RL 20.900 (100 YEAR ARI)

NOTE:1. FOR GENERAL NOTES REFER TO SHEET 1801.

APSLEY RIVER

4 No. 1500 DEEP PRECASTSUPER TEE BEAMS

ELASTOMERICBEARING

AutoCAD SHX Text

Co-ordinate System:

AutoCAD SHX Text

Height Datum:

TASMAN HIGHWAY APSLEY RIVER BRIDGE REPLACEMENT

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Transcript of TASMAN HIGHWAY APSLEY RIVER BRIDGE REPLACEMENT