HANS 338 PITT STREET SYDNEY, PUBLIC DOMAIN CIVIL WORKS

NOTES & LEGEND SHEET

NTS MB

C01

HANS 338 PITT STREET SYDNEY,

PUBLIC DOMAIN CIVIL WORKS

SURVEY AND SERVICES INFORMATION

SURVEY

UNDERGROUND SERVICES - WARNING

BOUNDARY AND EASEMENT NOTE

KERBING NOTES

CONCRETE FINISHING NOTES

CONCRETE NOTES

EXPOSURE CLASSIFICATION :

CONCRETE

FORMWORK

SAFETY IN DESIGN

EXISTING SERVICES

EXISTING STRUCTURES

EXISTING TREES

GROUNDWATER

EXCAVATIONS

GROUND CONDITIONS

HAZARDOUS MATERIALS

CONFINED SPACES

MANUAL HANDLING

WATER POLLUTION

SITE ACCESS/EGRESS

VEHICLE MOVEMENT

DRAWING SCHEDULE

DRAWING NO. DRAWING NAME

C01 NOTES AND LEGEND SHEET

C09 CIVIL PUBLIC DOMAIN PLAN - OVERALL PLAN

C10 CIVIL PUBLIC DOMAIN PLAN - PITT STREET - SHEET 1

C11 CIVIL PUBLIC DOMAIN PLAN - PITT STREET - SHEET 2

C12 CIVIL PUBLIC DOMAIN PLAN - LIVERPOOL STREET

C13 CIVIL PUBLIC DOMAIN PLAN - CASTLEREAGH STREET - SHEET 1

C14 CIVIL PUBLIC DOMAIN PLAN - CASTLEREAGH STREET - SHEET 2

C15 SEDIMENT AND EROSION CONTROL PLAN

C17 EXISTING SURVEY AND SERVICES

C25 FLOOD MANAGEMENT PLAN

C40 CROSS SECTIONS - SHEET 1




A1

338 PITT STREET SYDNEY

181034

Rev Description Eng DateDraft

AuthorisedScale :

A1Drawn

Drawing NoJob No Revision

Plot File Created: Dec 17, 2020 - 4:26pm

Architect Sheet SubjectProject

Rev Description Eng DateDraft Rev Description Eng DateDraft

This drawing is copyright and is the property of TAYLOR THOMSON

WHITTING (NSW) Pty Ltd and must not be used without authorisation.

THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL

RELEVANT NOTES ON DRAWING C400

Civil Engineer

FRANCIS-JONES MOREHEN

THORP PTY LTD

FOR APPROVAL

PUBLIC DOMAIN NOTE

GENERAL NOTES

REFERENCE DRAWINGS

Consultant RevDwg Title Dwg No Date

P2

EXISTING SEVICES LEGEND

SITEWORKS LEGEND

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Origin of levels : Datum of levels : Coordinate system : Survey prepared by : Setout Points :

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Taylor Thomson Whitting does not guarantee that the survey information shown on these drawings is accurate and will accept no liability for any inaccuracies in the survey information provided to us from any cause whatsoever.

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The locations of underground services shown on Taylor Thomson Whittings drawings have been plotted from diagrams provided by service authorities. This information has been prepared solely for the authorities own use and may not necessarily be updated or accurate.

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The position of services as recorded by the authority at the time of installation may not reflect changes in the physical environment subsequent to installation.

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Taylor Thomson Whitting does not guarantee that the services information shown on these drawings shows more than the presence or absence of services, and will accept no liability for inaccuracies in the services information shown from any cause whatsoever.

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The contractor is to get approval from the relevant state survey department, to remove/adjust any survey mark. This includes but is not limited to; State Survey Marks (SSM), Permanent Marks (PM), cadastral reference marks or any other survey mark which is to be removed or adjusted in any way. Taylor Thomson Whitting plans do not indicate the presence of any survey mark. The contractor is to undertake their own search.

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The Contractor must confirm the exact location and extent of services prior to construction and notify any conflict with the drawings immediately to the Engineer/Superintendent.

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PM 40206, AHDXX: 17.701

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A.H.D. AUSTRALIAN HEIGHT DATUM

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LTS LOCKLEY

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CONTACT THE SURVEYOR

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%%UMGA

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The property boundary and easement locations shown on Taylor Thomson Whitting drawing's have been based from information received from : Taylor Thomson Whitting makes no guarantees that the boundary or easement information shown is correct. Taylor Thomson Whitting will accept no liabilities for boundary inaccuracies. The contractor/builder is advised to check/confirm all boundaries in relation to all proposed work prior to the commencement of construction. Boundary inaccuracies found are to be reported to the superintendent prior to construction starting.

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Includes all kerbs, gutters, dish drains, crossings and edges. 1. All kerbs, gutters, dish drains and crossings to be constructed on minimum 75mm granular basecourse compacted to minimum 98% modified maximum dry density in accordance with AS 1289 5.2.1. 2. Expansion joints (EJ) to be formed from 10mm compressible cork filler board for the full depth of the section and cut to profile. Expansion joints to be located at drainage pits, on tangent points of curves and elsewhere at 12m centres except for integral kerbs where the expansion joints are to match the joint locations in slabs. 3. Weakened plane joints to be min 3mm wide and located at 3m centres except for integral kerbs where weakened plane joints are to match the joint locations in slabs. 4. Broomed finished to all ramped and vehicular crossings, all other kerbing or dish drains to be steel float finished. 5. In the replacement of kerbs - Existing road pavement is to be sawcut 900mm from lip of gutter. Upon completion of new kerbs, new basecourse and surface is to be laid 900mm wide to match existing materials and thicknesses. Existing allotment drainage pipes are to be built into the new kerb with a 100mm dia hole. Existing kerbs are to be completely removed where new kerbs are shown.

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1. All exposed concrete pavements are to be broomed finished. 2. All edges of the concrete pavement including keyed and dowelled joints are to be finished with an edging tool. 3. Concrete pavements with grades greater than 10 % shall be heavily broomed finished. 4. Carborundum to be added to all stair treads and ramped crossings U.N.O.

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Place concrete of the following characteristic compressive strength f'c as defined in AS 1379.

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AS 1379 f'c MPa at 28 days

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Specified Slump

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Nominal Agg. Size

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Location

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Retaining wall footingS408020S408020802020

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1.The design, certification, construction and performance of the The design, certification, construction and performance of the formwork, falsework and backpropping shall be the responsibility of the contractor. Proposed method of installation and removal of formwork is to be submitted to the superintendent for comment prior to work being carried out.

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External : B2 B2

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1. Use Type 'GP' cement, unless otherwise specified. Use Type 'GP' cement, unless otherwise specified. 2. All concrete shall be subject to project assessment and testing to All concrete shall be subject to project assessment and testing to AS 1379. 3. Consolidate by mechanical vibration. Cure all concrete surfaces as Consolidate by mechanical vibration. Cure all concrete surfaces as directed in the Specification. 4. For all falls in slab, drip grooves, reglets, chamfers etc. refer to For all falls in slab, drip grooves, reglets, chamfers etc. refer to Architects drawings and specifications. 5. Unless shown on the drawings, the location of all construction joints Unless shown on the drawings, the location of all construction joints shall be submitted to Engineer for review. 6. No holes or chases shall be made in the slab without the approval No holes or chases shall be made in the slab without the approval of the Engineer. 7. Conduits and pipes are to be fixed to the underside of the top Conduits and pipes are to be fixed to the underside of the top reinforcement layer. 8. Slurry used to lubricate concrete pump lines is not to be used in Slurry used to lubricate concrete pump lines is not to be used in any structural members. 9. All slabs cast on ground require sand blinding with a Concrete All slabs cast on ground require sand blinding with a Concrete Underlay

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KerbsS208020S208020802020

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Contractor to refer to Appendix B of the Civil Specification for the Civil Risk and Solutions Register.

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Contractor to be aware existing services are located within the site. Location of all services to be verified by the Contractor prior to commencing works. Contractor to confirm with relevant authority regarding measures to be taken to ensure services are protected or procedures are in place to demolish and/or relocate.

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Contractor to be aware existing structures may exist within the site. To prevent damage to existing structure(s) and/or personnel, site works to be carried out as far as practicably possible from existing structure(s).

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Contractor to be aware existing trees exist within the site which need to be protected. To prevent damage to trees and/or personnel, site works to be carried out as far as practicably possible from existing trees. Advice needs to be sought from Arborist and/or Landscape Architect on measures required to protect trees.

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Contractor to be aware ground water levels are close to existing surface level. Temporary de-watering may be required during construction works.

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Deep excavations due to stormwater drainage works is required. Contractor to ensure safe working procedures are in place for works. All excavations to be fenced off and batters adequately supported to approval of Geotechnical Engineer.

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Contractor to be aware of the site geotechnical conditions.

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Existing asbestos products & contaminated material may be present on site. Contractor to ensure all hazardous materials are identified prior to commencing works. Safe working practices as per relevant authority to be adopted and appropriate PPE to be used when handling all hazardous materials. Refer to geotechnical/environmental report by Douglas Partners (report number: 86319.00) for details.

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Contractor to be aware of potential hazards due to working in confined spaces such as stormwater pits, trenches and/or tanks. Contractor to provide safe working methods and use appropriate PPE when entering confined spaces.

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Contractor to be aware manual handling may be required during construction. Contractor to take appropriate measures to ensure manual handling procedures and assessments are in place prior to commencing works.

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Contractor to ensure appropriate measures are taken to prevent pollutants from construction works contaminating the surrounding environment.

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Contractor to be aware site works occur in close proximity to footpaths and roadways. Contractor to erect appropriate barriers and signage to protect site personnel and public.

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Contractor to supply and comply with traffic management plan and provide adequate site traffic control including a certified traffic marshall to supervise vehicle movements where necessary.

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0

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These plans are awaiting final approval from the authority regarding these public works. Public domain works are not to commence until these drawings are stamped as approved.

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THE CITY OF SYDNEY REFERENCE DRAWINGS

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REFERENCE No. DRAWING NAME DRAWING NAME FOOTWAYS 2.2.1 GRANITE PAVING: GENERAL ARRANGEMENT PLAN 2.2.2 GRANITE PAVING: GENERAL ARRANGEMENT PLAN (FACETTED) 2.2.3 GRANITE PAVING: GENERAL ARRANGEMENT PLAN (CORNER) 2.2.4 GRANITE PAVING: JUNCTIONS 2.2.5 GRANITE PAVING: JOINTS 2.2.6 GRANITE PAVING: PEDESTRIAN RAMP (TYPICAL) 2.2.9 GRANITE PAVING: PAVING AROUND LIGHT POLES AND SMARTPOLES 2.2.10 GRANITE PAVING: VEHICULAR CROSSING

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1. These drawings have been based from, and to be read in conjunction with the following Consultants drawings. Any conflict to the drawings must be notified immediately to the Engineer.

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SUPERINTENDENT

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FJMT

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1. Contractor must verify all dimensions and existing levels on site prior to commencement of works. Any discrepancies to be reported to the . 2. Strip all topsoil from the construction area. All stripped topsoil shall be disposed of off-site unless directed otherwise. 3. Make smooth connection with all existing works. 4. Compact subgrade under buildings and pavements to minimum 98% standard maximum dry density in accordance with AS 1289 5.1.1. Compaction under buildings to extend 2m minimum beyond building footprint. 5. All work on public property, property which is to become public property, or any work which is to come under the control of the Statutory Authority; the Contractor is to ensure that the drawings used for construction have been approved by all relevant authorities prior to commencement site. 6. All work on public property, property which is to become public property, or any work which is to come under the control of the Statutory Authority is to be carried out in accordance with the requirements of the relevant Authority. The Contractor shall obtain these requirements from the Authority. Where the requirements of the Authority are different to the drawings and specifications, the requirements of the Authority shall be applicable. 7. For all temporary batters refer to geotechnical recommendations.

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GROUND FLOOR PLAN

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DETAIL SURVEY

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42368DT

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5

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10.12.19

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LTS LOCKLEY

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Hydrant

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FH

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Stormwater Pit

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Stormwater Manhole

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Existing sewer

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Existing water

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Existing underground electrical

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Existing optical fibre

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Existing communications

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Existing gas

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Existing stormwater

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2007

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P1

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PRELIMINARY ISSUE

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EH

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EH

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02.12.20

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P2

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ISSUE FOR COUNCIL APPROVAL

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EC

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MB

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18.12.20

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07

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12.03.20

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Existing Stormwater line

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Finished contour

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Kerb and gutter

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F22.00

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EX K&G

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New Stormwater line

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Contraction joint

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Expansion joint

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(CJ)

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(EJ)

Misc Exhaust

Misc Supply

Pipework Riser

TK+17.870

TK+18.090

TK+18.000TK+18.080

TK+18.750

TK+19.180

TK+20.440TK+20.705

TK+21.270

E+21.280

TK+23.352

TK+23.249

TK+22.629

TK+22.421

E+21.810

TK+19.500

RL+21.030

RL+20.500

RL+23.550

RL+23.400

RL+22.686

RL+19.270

RL+20.250

RL+20.950

RL+21.250

RL+20.500

RL+20.350

RL+21.140

TK+19.500

RL+18.170

RL+19.650

RL+21.000

RL+19.220

TK+19.000

RL+23.660

RL+23.935

RL+22.720

RL+20.976

RL+19.590

RL+20.510

RL+18.350RL+20.550

RL+20.500

RL+20.900

RL+20.950

1:185

FA

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FALL1:40

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LL1:40

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L

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RL 21.50m

RL 21.30m

32.5m@1:6.5

6.55m@

Vertical Curve

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0.425m@1:16

RL 21.07m

Misc Exhaust and Supply 1/2

2300x1000

Misc Exhaust and Suppy 2/2

2300x1000

Easem

ent zone ( T

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Bridge above

RESI ENTRY

HOTEL ENTRY

RESI ENTRY

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rid

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a

b

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nin

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bove

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rid

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For detailed design refer to collaborating

architects docum

entation


architects documentation

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FFL RL 20.50m

RL 21.25m

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RL 21.35m

RL 21.05m

RL 20.55m

RL 24.00mFFL RL 21.25mFFL RL 24.00

FFL RL 21.35

FFL RL 21.05

FFL RL 20.55

FFL RL 21.05

FFL RL 20.50

LIV

E

R

P

O

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L S

TR

E

E

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CASTLEREAGH STREET

PITT STREET

C10

C11

C14

C13

C11

C12

A1


181034


AuthorisedScale :A1

Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL

CIVIL PUBLIC DOMAIN PLAN

OVERALL PLAN

1:200

C09

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(12)

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'Y'

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(6)

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BITUMEN

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CONC. SLAB

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0.000

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L94.492

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182°45'12"

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94.492

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L2.110

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272°25'3"

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96.602

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182°47'28"

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R-2.987

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CT 108.214

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TC 180.307

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R-2.849

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CT 185.010

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229.133

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4°28'40"

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300.755

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AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text


AutoCAD SHX Text

Finished contour

AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

F22.00

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

New Stormwater line

AutoCAD SHX Text

%%UPAVEMENT LEGEND

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

P2

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text

Contraction joint

AutoCAD SHX Text

Expansion joint

AutoCAD SHX Text

(CJ)

AutoCAD SHX Text

(EJ)

AutoCAD SHX Text

FOOTPATH EXTERNAL OF BOUNDARY 50mm Pavers to C of S specification on 30mm Cement mortar on 110mm Thickness concrete (f'c=32MPa) reinforced with SL72 mesh on Compacted sub base CBR4

AutoCAD SHX Text

VEHICLE CROSSING 80mm Pavers to C of S specification on 30mm Cement mortar on 250mm Thickness concrete (f'c=32MPa) reinforced with SL82 mesh top & bottom on Compacted sub base CBR4

AutoCAD SHX Text

P1

AutoCAD SHX Text

P2

TK+18.750

TK+19.180

TK+20.440TK+20.705

TK+21.270

RL+19.270

TK+19.500

RL+20.976RL+19.590

RL+20.550

RL 21.50m

RL 21.30m

6.55m@

Vertical Curve

6m@1:20

0.425m@1:16

RESI ENTRY



Carpark

Air exhaust

Riser

RL 20.55m

RL 20.55mFFL RL 20.55

PITT STREET

A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL


PITT STREET

SHEET 1

1:100

C10

MB

P2

SITEWORKS LEGEND

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

WV

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

CLID

AutoCAD SHX Text

EELP

AutoCAD SHX Text

CLID

AutoCAD SHX Text

WV

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

EELP

AutoCAD SHX Text

CLID

AutoCAD SHX Text

HYD

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

MLID

AutoCAD SHX Text

EXTENT OF WORKS

AutoCAD SHX Text

0.000

AutoCAD SHX Text

L94.492

AutoCAD SHX Text

182°45'12"

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

30

AutoCAD SHX Text

40

AutoCAD SHX Text

50

AutoCAD SHX Text

60

AutoCAD SHX Text

70

AutoCAD SHX Text

MC10

AutoCAD SHX Text

EXISTING KERB AND GUTTER TO BE RETAINED

AutoCAD SHX Text

MAKE SMOOTH CONNECTION TO EXISTING PAVEMENT AT LIMIT OF WORKS

AutoCAD SHX Text

NOTE: ALL SERVICE COVERS WITHIN THE FOOTPATH TO REMAIN. ADJUST ALL COVERS TO SUIT NEW FOOTPATH LEVELS (TYP)

AutoCAD SHX Text

2.5% CROSSFALL

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

FJMT TO MODIFY CONNECTION LEVELS TO SUIT AMENDED FOOTPATH DESIGN

AutoCAD SHX Text

EX: 19.678

AutoCAD SHX Text

EX: 19.953

AutoCAD SHX Text

EX: 20.067

AutoCAD SHX Text

EX: 20.864

AutoCAD SHX Text

PR: 19.543

AutoCAD SHX Text

PR: 19.895

AutoCAD SHX Text

PR: 20.094

AutoCAD SHX Text

PR: 20.786

AutoCAD SHX Text

F20.9

AutoCAD SHX Text

F20.8

AutoCAD SHX Text

F20.7

AutoCAD SHX Text

F20.6

AutoCAD SHX Text

F20.4

AutoCAD SHX Text

F20.3

AutoCAD SHX Text

F20.2

AutoCAD SHX Text

F20.1

AutoCAD SHX Text

F19.9

AutoCAD SHX Text

F19.8

AutoCAD SHX Text

F19.7

AutoCAD SHX Text

F19.6

AutoCAD SHX Text

F19.4

AutoCAD SHX Text

F19.3

AutoCAD SHX Text

F19.2

AutoCAD SHX Text

F19.1

AutoCAD SHX Text

F18.9

AutoCAD SHX Text

F18.8

AutoCAD SHX Text

F18.7

AutoCAD SHX Text

F20.5

AutoCAD SHX Text

F20.0

AutoCAD SHX Text

F19.5

AutoCAD SHX Text

F19.0

AutoCAD SHX Text

-3.4%

AutoCAD SHX Text

-3.4%

AutoCAD SHX Text

-2.9%

AutoCAD SHX Text

-2.9%

AutoCAD SHX Text

-3%

AutoCAD SHX Text

-3%

AutoCAD SHX Text

-4.2%

AutoCAD SHX Text

-3.7%

AutoCAD SHX Text

-3.4%

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

0.00

AutoCAD SHX Text

21.27

AutoCAD SHX Text

10.00

AutoCAD SHX Text

21.043

AutoCAD SHX Text

20.93

AutoCAD SHX Text

20.00

AutoCAD SHX Text

20.684

AutoCAD SHX Text

20.77

AutoCAD SHX Text

20.59

AutoCAD SHX Text

30.00

AutoCAD SHX Text

20.365

AutoCAD SHX Text

20.426

AutoCAD SHX Text

20.27

AutoCAD SHX Text

40.00

AutoCAD SHX Text

20.043

AutoCAD SHX Text

20.039

AutoCAD SHX Text

19.95

AutoCAD SHX Text

50.00

AutoCAD SHX Text

19.619

AutoCAD SHX Text

19.738

AutoCAD SHX Text

19.53

AutoCAD SHX Text

60.00

AutoCAD SHX Text

19.204

AutoCAD SHX Text

19.366

AutoCAD SHX Text

19.11

AutoCAD SHX Text

70.00

AutoCAD SHX Text

18.831

AutoCAD SHX Text

18.895

AutoCAD SHX Text

18.74

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

PROP BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXST BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXISTING TOP

AutoCAD SHX Text

OF KERB LEVEL

AutoCAD SHX Text

DATUM RL 18.00

AutoCAD SHX Text

%%uMC10 LONGITUDINAL SECTION

AutoCAD SHX Text

SCALE 1:100 HORIZONTAL

AutoCAD SHX Text

1:20 VERTICAL

AutoCAD SHX Text

0

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

%%UPAVEMENT LEGEND

AutoCAD SHX Text

P2

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text


AutoCAD SHX Text

Finished contour

AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

F22.00

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

New Stormwater line

AutoCAD SHX Text

Contraction joint

AutoCAD SHX Text

Expansion joint

AutoCAD SHX Text

(CJ)

AutoCAD SHX Text

(EJ)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

P2

Misc Exhaust

Misc Supply

Pipework Riser

TK+17.870

TK+18.090

TK+18.000TK+18.080

TK+18.750

TK+19.180

RL+19.270

TK+19.500

RL+18.170

RL+19.590

RL+20.510

RL+18.350

RESI ENTRY



PITT STREET

A1


181034


AuthorisedScale :A1

Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL


PITT STREET

SHEET 2

1:100

C11

MB

P2

SITEWORKS LEGEND

AutoCAD SHX Text

17.90

AutoCAD SHX Text

17.88

AutoCAD SHX Text

17.88

AutoCAD SHX Text

17.96

AutoCAD SHX Text

17.73

AutoCAD SHX Text

17.83

AutoCAD SHX Text

18.10

AutoCAD SHX Text

18.03

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.32

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

TL

AutoCAD SHX Text

MLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

TL

AutoCAD SHX Text

GIP

AutoCAD SHX Text

MLID

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

EELP

AutoCAD SHX Text

GIP

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

INV150

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SV

AutoCAD SHX Text

CLID

AutoCAD SHX Text

EELP

AutoCAD SHX Text

CLID

AutoCAD SHX Text

WV

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

L94.492

AutoCAD SHX Text

182°45'12"

AutoCAD SHX Text

94.492

AutoCAD SHX Text

L2.110

AutoCAD SHX Text

272°25'3"

AutoCAD SHX Text

96.602

AutoCAD SHX Text

L7.250

AutoCAD SHX Text

182°47'28"

AutoCAD SHX Text

TC 103.852

AutoCAD SHX Text

R-2.987

AutoCAD SHX Text

L4.362

AutoCAD SHX Text

CT 108.214

AutoCAD SHX Text

50

AutoCAD SHX Text

60

AutoCAD SHX Text

70

AutoCAD SHX Text

80

AutoCAD SHX Text

90

AutoCAD SHX Text

100

AutoCAD SHX Text

110

AutoCAD SHX Text

120

AutoCAD SHX Text

REINSTATE EXISTING PEDESTRIAN RAMP IN ACCORDANCE WITH CoS DETAIL 2.2.7

AutoCAD SHX Text


AutoCAD SHX Text

EX: 18.032

AutoCAD SHX Text

EX: 18.032

AutoCAD SHX Text

EX: 18.023

AutoCAD SHX Text

EX: 18.042

AutoCAD SHX Text

EX: 18.418

AutoCAD SHX Text

EX: 19.678

AutoCAD SHX Text

PR: 17.985

AutoCAD SHX Text

PR: 18.297

AutoCAD SHX Text

PR: 19.543

AutoCAD SHX Text

F19.8

AutoCAD SHX Text

F19.7

AutoCAD SHX Text

F19.6

AutoCAD SHX Text

F19.4

AutoCAD SHX Text

F19.3

AutoCAD SHX Text

F19.2

AutoCAD SHX Text

F19.1

AutoCAD SHX Text

F18.9

AutoCAD SHX Text

F18.8

AutoCAD SHX Text

F18.7

AutoCAD SHX Text

F18.6

AutoCAD SHX Text

F18.6

AutoCAD SHX Text

F18.4

AutoCAD SHX Text

F18.4

AutoCAD SHX Text

F18.3

AutoCAD SHX Text

F18.3

AutoCAD SHX Text

F18.2

AutoCAD SHX Text

F18.2

AutoCAD SHX Text

F18.1

AutoCAD SHX Text

F18.1

AutoCAD SHX Text

F19.5

AutoCAD SHX Text

F19.0

AutoCAD SHX Text

F18.5

AutoCAD SHX Text

F18.5

AutoCAD SHX Text

F18.0

AutoCAD SHX Text

F18.0

AutoCAD SHX Text


AutoCAD SHX Text

2.5% CROSSFALL

AutoCAD SHX Text

PAVING CORNER ARRANGEMENT AS PER CoS DRAWING 2.2.3

AutoCAD SHX Text


AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

-4.2%

AutoCAD SHX Text

-3.7%

AutoCAD SHX Text

-3.4%

AutoCAD SHX Text

-3.4%

AutoCAD SHX Text

-2.2%

AutoCAD SHX Text

5.7%

AutoCAD SHX Text

-1.7%

AutoCAD SHX Text

-2.4%

AutoCAD SHX Text

-2.5%

AutoCAD SHX Text

-2.5%

AutoCAD SHX Text

-1%

AutoCAD SHX Text

-0.9%

AutoCAD SHX Text

0.9%

AutoCAD SHX Text

1%

AutoCAD SHX Text

0.6%

AutoCAD SHX Text

0.6%

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

50.00

AutoCAD SHX Text

19.619

AutoCAD SHX Text

19.738

AutoCAD SHX Text

19.53

AutoCAD SHX Text

60.00

AutoCAD SHX Text

19.204

AutoCAD SHX Text

19.366

AutoCAD SHX Text

19.11

AutoCAD SHX Text

70.00

AutoCAD SHX Text

18.831

AutoCAD SHX Text

18.895

AutoCAD SHX Text

18.74

AutoCAD SHX Text

80.00

AutoCAD SHX Text

18.491

AutoCAD SHX Text

18.592

AutoCAD SHX Text

18.40

AutoCAD SHX Text

90.00

AutoCAD SHX Text

18.159

AutoCAD SHX Text

18.287

AutoCAD SHX Text

18.07

AutoCAD SHX Text

94.49

AutoCAD SHX Text

17.97

AutoCAD SHX Text

96.60

AutoCAD SHX Text

18.09

AutoCAD SHX Text

100.00

AutoCAD SHX Text

17.985

AutoCAD SHX Text

18.045

AutoCAD SHX Text

18.03

AutoCAD SHX Text

103.85

AutoCAD SHX Text

17.94

AutoCAD SHX Text

108.21

AutoCAD SHX Text

17.88

AutoCAD SHX Text

110.00

AutoCAD SHX Text

17.89

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

PROP BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXST BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXISTING TOP

AutoCAD SHX Text

OF KERB LEVEL

AutoCAD SHX Text

DATUM RL 17.00

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1:20 VERTICAL

AutoCAD SHX Text

0

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text


AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

New Stormwater line

AutoCAD SHX Text

%%UPAVEMENT LEGEND

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

P2

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text


AutoCAD SHX Text

Finished contour

AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

F22.00

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

New Stormwater line

AutoCAD SHX Text

Contraction joint

AutoCAD SHX Text

Expansion joint

AutoCAD SHX Text

(CJ)

AutoCAD SHX Text

(EJ)

AutoCAD SHX Text


AutoCAD SHX Text

P1

TK

+17.870

TK

+18.090

TK

+18.000

E+

21.280

TK

+19.500

RL+

19.650

RL+

19.220

TK

+19.000

FA

LL

1:40



LIVERPOOL STREET

A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL


LIVERPOOL STREET

1:100

C12

MB

P2

SITEWORKS LEGEND

AutoCAD SHX Text

BITUMEN

AutoCAD SHX Text

21.75

AutoCAD SHX Text

21.28

AutoCAD SHX Text

18.10

AutoCAD SHX Text

18.03

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SMH

AutoCAD SHX Text

RTA

AutoCAD SHX Text

RTA

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

WV

AutoCAD SHX Text

KIP

AutoCAD SHX Text

TL

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SIP

AutoCAD SHX Text

SIP

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

TL

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

TL

AutoCAD SHX Text

MLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

TL

AutoCAD SHX Text

GIP

AutoCAD SHX Text

MLID

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

GIP

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

INV150

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

94.492

AutoCAD SHX Text

L2.110

AutoCAD SHX Text

272°25'3"

AutoCAD SHX Text

182°47'28"

AutoCAD SHX Text

R-2.987

AutoCAD SHX Text

L4.362

AutoCAD SHX Text

CT 108.214

AutoCAD SHX Text

L72.093

AutoCAD SHX Text

99°7'11"

AutoCAD SHX Text

TC 180.307

AutoCAD SHX Text

R-2.849

AutoCAD SHX Text

L4.703

AutoCAD SHX Text

CT 185.010

AutoCAD SHX Text

110

AutoCAD SHX Text

120

AutoCAD SHX Text

130

AutoCAD SHX Text

140

AutoCAD SHX Text

150

AutoCAD SHX Text

160

AutoCAD SHX Text

170

AutoCAD SHX Text

180

AutoCAD SHX Text

190

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

REINSTATE EXISTING PEDESTRIAN RAMP IN ACCORDANCE WITH CoS DETAIL 2.2.7

AutoCAD SHX Text


AutoCAD SHX Text

2.5% CROSSFALL

AutoCAD SHX Text

FINAL PIPE ALIGNMENT TBD

AutoCAD SHX Text

OSD

AutoCAD SHX Text

EXTENT OF WORKS

AutoCAD SHX Text

EX: 19.338

AutoCAD SHX Text

EX: 18.032

AutoCAD SHX Text

EX: 18.032

AutoCAD SHX Text

EX: 18.023

AutoCAD SHX Text

EX: 18.042

AutoCAD SHX Text

PR: 19.593

AutoCAD SHX Text

PR: 17.985

AutoCAD SHX Text

F20.1

AutoCAD SHX Text

F19.9

AutoCAD SHX Text

F19.8

AutoCAD SHX Text

F19.7

AutoCAD SHX Text

F19.6

AutoCAD SHX Text

F19.4

AutoCAD SHX Text

F19.3

AutoCAD SHX Text

F19.2

AutoCAD SHX Text

F19.1

AutoCAD SHX Text

F18.9

AutoCAD SHX Text

F18.8

AutoCAD SHX Text

F18.7

AutoCAD SHX Text

F18.6

AutoCAD SHX Text

F18.4

AutoCAD SHX Text

F18.3

AutoCAD SHX Text

F18.2

AutoCAD SHX Text

F18.1

AutoCAD SHX Text

F20.0

AutoCAD SHX Text

F19.5

AutoCAD SHX Text

F19.0

AutoCAD SHX Text

F18.5

AutoCAD SHX Text

F18.0

AutoCAD SHX Text

F18.0

AutoCAD SHX Text


AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

0.6%

AutoCAD SHX Text

3.9%

AutoCAD SHX Text

5.6%

AutoCAD SHX Text

5.2%

AutoCAD SHX Text

5.7%

AutoCAD SHX Text

6.4%

AutoCAD SHX Text

6.7%

AutoCAD SHX Text

5.5%

AutoCAD SHX Text

5.5%

AutoCAD SHX Text

1.2%

AutoCAD SHX Text

1.2%

AutoCAD SHX Text

0%

AutoCAD SHX Text

-0.9%

AutoCAD SHX Text

-0.8%

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

110.00

AutoCAD SHX Text

17.89

AutoCAD SHX Text

120.00

AutoCAD SHX Text

18.328

AutoCAD SHX Text

18.34

AutoCAD SHX Text

18.24

AutoCAD SHX Text

130.00

AutoCAD SHX Text

18.717

AutoCAD SHX Text

18.765

AutoCAD SHX Text

18.63

AutoCAD SHX Text

140.00

AutoCAD SHX Text

19.229

AutoCAD SHX Text

19.235

AutoCAD SHX Text

19.14

AutoCAD SHX Text

150.00

AutoCAD SHX Text

19.766

AutoCAD SHX Text

19.764

AutoCAD SHX Text

19.67

AutoCAD SHX Text

160.00

AutoCAD SHX Text

20.321

AutoCAD SHX Text

20.354

AutoCAD SHX Text

20.23

AutoCAD SHX Text

170.00

AutoCAD SHX Text

20.939

AutoCAD SHX Text

20.935

AutoCAD SHX Text

20.85

AutoCAD SHX Text

180.00

AutoCAD SHX Text

21.49

AutoCAD SHX Text

180.31

AutoCAD SHX Text

21.51

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

PROP BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXST BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXISTING TOP

AutoCAD SHX Text

OF KERB LEVEL

AutoCAD SHX Text

DATUM RL 17.00

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1:20 VERTICAL

AutoCAD SHX Text

0

AutoCAD SHX Text

1

AutoCAD SHX Text

2

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3

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4

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5

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6

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7

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8

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9

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10

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%%UPAVEMENT LEGEND

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

P2

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text


AutoCAD SHX Text

Finished contour

AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

F22.00

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

New Stormwater line

AutoCAD SHX Text

Contraction joint

AutoCAD SHX Text

Expansion joint

AutoCAD SHX Text

(CJ)

AutoCAD SHX Text

(EJ)

AutoCAD SHX Text


AutoCAD SHX Text

P1

E+21.280

TK+22.629

TK+22.421

E+21.810

RL+22.686

RL+20.500

RL+22.720

RL+20.500

FA

LL

1:4

0

HO

TE

L E

NT

RY

Cafe

RL 22.80m

LIV

ER

PO

OL S

TR

EE

T

CASTLEREAGH STREET

A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL


CASTLEREAGH STREET

SHEET 1

1:100

C13

MB

P2

SITEWORKS LEGEND

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EXTENT OF WORKS

AutoCAD SHX Text

22.55

AutoCAD SHX Text

21.75

AutoCAD SHX Text

22.14

AutoCAD SHX Text

21.28

AutoCAD SHX Text

TL

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

TL

AutoCAD SHX Text

TC 180.307

AutoCAD SHX Text

R-2.849

AutoCAD SHX Text

L4.703

AutoCAD SHX Text

CT 185.010

AutoCAD SHX Text

L44.122

AutoCAD SHX Text

4°31'34"

AutoCAD SHX Text

229.133

AutoCAD SHX Text

170

AutoCAD SHX Text

180

AutoCAD SHX Text

190

AutoCAD SHX Text

200

AutoCAD SHX Text

210

AutoCAD SHX Text

220

AutoCAD SHX Text

230

AutoCAD SHX Text

240

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXISTING VEHICLE CROSSING DEMOLISHED AND REINSTATED TO CoS STANDARD DETAIL

AutoCAD SHX Text

EX: 22.721

AutoCAD SHX Text

EX: 22.515

AutoCAD SHX Text

PR: 22.680

AutoCAD SHX Text

PR: 22.460

AutoCAD SHX Text

F22.7

AutoCAD SHX Text

F22.6

AutoCAD SHX Text

F22.4

AutoCAD SHX Text

F22.3

AutoCAD SHX Text

F22.2

AutoCAD SHX Text

F22.1

AutoCAD SHX Text

F21.9

AutoCAD SHX Text

F21.8

AutoCAD SHX Text

F22.5

AutoCAD SHX Text

F22.0

AutoCAD SHX Text

2.5% CROSSFALL

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text


AutoCAD SHX Text

-0.8%

AutoCAD SHX Text

0.7%

AutoCAD SHX Text

1%

AutoCAD SHX Text

2.1%

AutoCAD SHX Text

2.1%

AutoCAD SHX Text

2.3%

AutoCAD SHX Text

2.3%

AutoCAD SHX Text

2.9%

AutoCAD SHX Text

2.8%

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

185.01

AutoCAD SHX Text

21.58

AutoCAD SHX Text

190.00

AutoCAD SHX Text

21.689

AutoCAD SHX Text

21.75

AutoCAD SHX Text

21.60

AutoCAD SHX Text

200.00

AutoCAD SHX Text

21.782

AutoCAD SHX Text

21.802

AutoCAD SHX Text

21.69

AutoCAD SHX Text

210.00

AutoCAD SHX Text

21.921

AutoCAD SHX Text

21.926

AutoCAD SHX Text

21.83

AutoCAD SHX Text

220.00

AutoCAD SHX Text

22.135

AutoCAD SHX Text

22.14

AutoCAD SHX Text

22.04

AutoCAD SHX Text

229.13

AutoCAD SHX Text

22.341

AutoCAD SHX Text

22.399

AutoCAD SHX Text

22.25

AutoCAD SHX Text

230.00

AutoCAD SHX Text

22.366

AutoCAD SHX Text

22.424

AutoCAD SHX Text

22.28

AutoCAD SHX Text

240.00

AutoCAD SHX Text

22.652

AutoCAD SHX Text

22.695

AutoCAD SHX Text

22.56

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

PROP BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXST BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXISTING TOP

AutoCAD SHX Text

OF KERB LEVEL

AutoCAD SHX Text

DATUM RL 21.00

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1:20 VERTICAL

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0

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

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%%UPAVEMENT LEGEND

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

P2

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text


AutoCAD SHX Text

Finished contour

AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

F22.00

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

New Stormwater line

AutoCAD SHX Text

Contraction joint

AutoCAD SHX Text

Expansion joint

AutoCAD SHX Text

(CJ)

AutoCAD SHX Text

(EJ)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

P2

CASTLEREAGH STREET

TK+23.352TK+23.249TK+22.629

TK+22.421

RL+23.550

RL+23.400

RL+22.686

RL+21.250

RL+20.500

RL+23.660

RL+23.935

RL+22.720

RL+20.500

FA

LL

1:4

0

FA

LL

1:4

0

Easem

ent zone ( T

elstra E

gress )

HO

TE

L E

NT

RY

FA

LL

1:4

0

RL 22.80m

RL 21.25m

RL 24.00m

FFL RL 21.25m

FFL RL 24.00

A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL


CASTLEREAGH STREET

SHEET 2

1:100

C14

MB

P2

SITEWORKS LEGEND

AutoCAD SHX Text

EXTENT OF WORKS

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SIP

AutoCAD SHX Text

229.133

AutoCAD SHX Text

L71.623

AutoCAD SHX Text

4°28'40"

AutoCAD SHX Text

220

AutoCAD SHX Text

230

AutoCAD SHX Text

240

AutoCAD SHX Text

250

AutoCAD SHX Text

260

AutoCAD SHX Text

270

AutoCAD SHX Text

280

AutoCAD SHX Text

290

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EX: 23.929

AutoCAD SHX Text

EX: 23.488

AutoCAD SHX Text

EX: 23.337

AutoCAD SHX Text

EX: 22.721

AutoCAD SHX Text

EX: 22.515

AutoCAD SHX Text

PR: 23.924

AutoCAD SHX Text

PR: 23.432

AutoCAD SHX Text

PR: 23.292

AutoCAD SHX Text

PR: 22.680

AutoCAD SHX Text

PR: 22.460

AutoCAD SHX Text

F23.9

AutoCAD SHX Text

F23.8

AutoCAD SHX Text

F23.7

AutoCAD SHX Text

F23.6

AutoCAD SHX Text

F23.4

AutoCAD SHX Text

F23.3

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F23.2

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F23.1

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F22.9

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F22.8

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F22.7

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F22.6

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F22.4

AutoCAD SHX Text

F22.3

AutoCAD SHX Text

F22.2

AutoCAD SHX Text

F22.1

AutoCAD SHX Text

F23.5

AutoCAD SHX Text

F23.0

AutoCAD SHX Text

F22.5

AutoCAD SHX Text

2.5% CROSSFALL

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text


AutoCAD SHX Text

2.8%

AutoCAD SHX Text

2.3%

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

2.4%

AutoCAD SHX Text

3.1%

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

240.00

AutoCAD SHX Text

22.652

AutoCAD SHX Text

22.695

AutoCAD SHX Text

22.56

AutoCAD SHX Text

250.00

AutoCAD SHX Text

22.932

AutoCAD SHX Text

22.961

AutoCAD SHX Text

22.84

AutoCAD SHX Text

260.00

AutoCAD SHX Text

23.164

AutoCAD SHX Text

23.166

AutoCAD SHX Text

23.07

AutoCAD SHX Text

270.00

AutoCAD SHX Text

23.406

AutoCAD SHX Text

23.498

AutoCAD SHX Text

23.31

AutoCAD SHX Text

280.00

AutoCAD SHX Text

23.72

AutoCAD SHX Text

23.78

AutoCAD SHX Text

23.59

AutoCAD SHX Text

289.86

AutoCAD SHX Text

23.84

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

PROP BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXST BOUNDARY

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

EXISTING TOP

AutoCAD SHX Text

OF KERB LEVEL

AutoCAD SHX Text

DATUM RL 22.00

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1:20 VERTICAL

AutoCAD SHX Text

0

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

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%%UPAVEMENT LEGEND

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

P2

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text


AutoCAD SHX Text

Finished contour

AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

F22.00

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

New Stormwater line

AutoCAD SHX Text

Contraction joint

AutoCAD SHX Text

Expansion joint

AutoCAD SHX Text

(CJ)

AutoCAD SHX Text

(EJ)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

P2

Misc E

xhaust

Misc S

upply

Pip

ew

ork R

iser

TK

+17.8

70

TK

+18.0

90

TK

+18.0

00

TK

+18.0

80

TK

+18.7

50

TK

+19.1

80

TK

+20.4

40

TK

+20.7

05

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21.2

80

TK

+23.3

52

TK

+23.2

49

TK

+22.6

29

TK

+22.4

21

E+

21.8

10

TK

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21.0

30

RL+

20.5

00

RL+

23.5

50

RL+

23.4

00

RL+

22.6

86

RL+

19.2

70

RL+

20.2

50

RL+

20.9

50

RL+

21.2

50

RL+

20.5

00

RL+

20.3

50

RL+

21.1

40

TK

+19.5

00

RL+

18.1

70

RL+

19.6

50

RL+

21.0

00

RL+

19.2

20

TK

+19.0

00

RL+

23.6

60

RL+

23.9

35

RL+

22.7

20

RL+

20.9

76

RL+

19.5

90

RL+

20.5

10

RL+

18.3

50

RL+

20.5

50

RL+

20.5

00

RL+

20.9

00

RL+

20.9

50

1:185

FA

LL

1:90

FA

LL

FA

LL1:4

0

FA

LL

1:4

0

FA

LL

1:40

FA

LL1:40

1

:

4

0

F

A

L

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RL 21.50m

RL 21.30m

32.5

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l Curve

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0.4

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RL 21.07m


2300x1000


2300x1000

Easem

ent zone ( T

elstra E

gress )

Brid

ge a

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RE

SI E

NT

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architects docum

entation

For d

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bora

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menta

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1:185

FA

LL

Overland F

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FA

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1:40

FA

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1

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4

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.

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1:65

RL 2

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5m

RL 2

1.0

5m

RL 20.60m

RL 2

0.5

5m

RL 22.80m

RL 2

2.8

0m

FF

L R

L 2

0.5

0m

RL 2

1.2

5m

RL 2

0.5

0m

RL 2

1.3

5m

RL 2

1.0

5m

RL 2

0.5

5m

RL 2

4.0

0m

FF

L R

L 2

1.2

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FF

L R

L 2

4.0

0

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L R

L 2

1.3

5

FF

L R

L 2

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5

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KERB INLET SEDIMENT TRAP

A1


181034


AuthorisedScale :A1

Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL

EROSION AND SEDIMENT

CONTROL PLAN

1:200

C15

MB

EROSION AND SEDIMENT

CONTROL LEGEND

Sequence Of Works

WATER QUALITY TESTING

REQUIREMENTS

EROSION AND SEDIMENT CONTROL

NOTES

P2

TEMPORARY CONSTRUCTION VEHICLE EXIT

AutoCAD SHX Text

(4)

AutoCAD SHX Text

(5)

AutoCAD SHX Text

(4)

AutoCAD SHX Text

(4)

AutoCAD SHX Text

(4)

AutoCAD SHX Text

(5)

AutoCAD SHX Text

(4)

AutoCAD SHX Text

(3)

AutoCAD SHX Text

(3)

AutoCAD SHX Text

(3)

AutoCAD SHX Text

(3)

AutoCAD SHX Text

'Z'

AutoCAD SHX Text

(15)

AutoCAD SHX Text

(15)

AutoCAD SHX Text

(11)

AutoCAD SHX Text

(11)

AutoCAD SHX Text

(11)

AutoCAD SHX Text

(15)

AutoCAD SHX Text

(14)

AutoCAD SHX Text

(14)

AutoCAD SHX Text

(13)

AutoCAD SHX Text

CONTINUES DOWN TO

AutoCAD SHX Text

ARCADE LEVEL

AutoCAD SHX Text

(8)

AutoCAD SHX Text

(15)

AutoCAD SHX Text

(8)

AutoCAD SHX Text

(14)

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(13)

AutoCAD SHX Text

(13)

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(13)

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(13)

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'Y'

AutoCAD SHX Text

'X' RL24.0

AutoCAD SHX Text

'X' RL24.9

AutoCAD SHX Text

(10)

AutoCAD SHX Text

(9)

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(9)

AutoCAD SHX Text

(9)

AutoCAD SHX Text

(9)

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(9)

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(10)

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(9)

AutoCAD SHX Text

(9)

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(11)

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(6)

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'Y'

AutoCAD SHX Text

'X' RL24.0

AutoCAD SHX Text

'X' RL24.9

AutoCAD SHX Text

1 DP 706240

AutoCAD SHX Text

(PC)

AutoCAD SHX Text

(PC)

AutoCAD SHX Text

BITUMEN

AutoCAD SHX Text

KERB

AutoCAD SHX Text

OF

AutoCAD SHX Text

TOP

AutoCAD SHX Text

BITUMEN

AutoCAD SHX Text

(VC)

AutoCAD SHX Text

BITUMEN

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONC.RET.WALL

AutoCAD SHX Text

SUBST

AutoCAD SHX Text

KERB

AutoCAD SHX Text

OF

AutoCAD SHX Text

TOP

AutoCAD SHX Text

WALL

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RETAINING

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CONCRETE

AutoCAD SHX Text

RAMP

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CONCRETE

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BRICK WALL

AutoCAD SHX Text

(PC)

AutoCAD SHX Text

(PC)

AutoCAD SHX Text

KERB

AutoCAD SHX Text

OF

AutoCAD SHX Text

TOP

AutoCAD SHX Text

(VC)

AutoCAD SHX Text

(VC)

AutoCAD SHX Text

KERB

AutoCAD SHX Text

OF

AutoCAD SHX Text

TOP

AutoCAD SHX Text

WALL

AutoCAD SHX Text

RETAINING

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

(VC)

AutoCAD SHX Text

(VC)

AutoCAD SHX Text

GRATED DRAIN

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BITUMEN

AutoCAD SHX Text

OF

AutoCAD SHX Text

TOP

AutoCAD SHX Text

(VC)

AutoCAD SHX Text

WALL

AutoCAD SHX Text

RETAINING

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

18

AutoCAD SHX Text

18

AutoCAD SHX Text

18.5

AutoCAD SHX Text

18.5

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19

AutoCAD SHX Text

19

AutoCAD SHX Text

19.5

AutoCAD SHX Text

19.5

AutoCAD SHX Text

19.5

AutoCAD SHX Text

20

AutoCAD SHX Text

20

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20

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

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21

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21

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21

AutoCAD SHX Text

21

AutoCAD SHX Text

21

AutoCAD SHX Text

21.5

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21.5

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21.5

AutoCAD SHX Text

22

AutoCAD SHX Text

22.5

AutoCAD SHX Text

23

AutoCAD SHX Text

23.5

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23.5

AutoCAD SHX Text

24

AutoCAD SHX Text

24.5

AutoCAD SHX Text

25

AutoCAD SHX Text

23.92

AutoCAD SHX Text

24.02

AutoCAD SHX Text

23.87

AutoCAD SHX Text

23.59

AutoCAD SHX Text

23.91

AutoCAD SHX Text

23.97

AutoCAD SHX Text

25.08

AutoCAD SHX Text

25.02

AutoCAD SHX Text

24.01

AutoCAD SHX Text

23.99

AutoCAD SHX Text

23.28

AutoCAD SHX Text

22.70

AutoCAD SHX Text

22.81

AutoCAD SHX Text

22.81

AutoCAD SHX Text

22.89

AutoCAD SHX Text

22.50

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22.49

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22.32

AutoCAD SHX Text

22.40

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22.30

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22.05

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21.80

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21.80

AutoCAD SHX Text

21.62

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21.76

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.58

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21.56

AutoCAD SHX Text

20.83

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20.85

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20.91

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20.78

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20.85

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20.85

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20.65

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20.34

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19.83

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PROVIDE TEMPORARY CONSTRUCTION ENTRY/EXIT REFER TO DETAIL ON THIS DRAWINGTHIS DRAWING

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GRAVEL FILLED FABRIC SILT BAG (SAUSAGE) LENGTH TO SUIT PIT LINTEL LENGTH.

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1. All work shall be generally carried out in accordance with (A) Local authority requirements, (B) EPA - Pollution control manual for urban stormwater, (C) LANDCOM NSW - Managing Urban Stormwater: Soils and Construction ("Blue Book"). Construction ("Blue Book"). 2. Erosion and sediment control drawings and notes are provided for drawings and notes are provided for provided for the whole of the works. Should the Contractor stage these works then the design may be required to be modified. Variation to these details may require approval by the relevant authorities. The erosion and sediment control plan shall be implemented and plan shall be implemented and shall be implemented and adopted to meet the varying situations as work on site progresses. 3. Maintain all erosion and sediment control devices to the satisfaction of the superintendent and the local authority. 4. When stormwater pits are constructed prevent site runoff entering the pits unless silt fences are erected around pits. 5. Minimise the area of site being disturbed at any one time. 6. Protect all stockpiles of materials from scour and erosion. Do not stockpile loose material in roadways, near drainage pits or in watercourses. 7. All soil and water control measures are to be put back in place at the end of each working day, and modified to best suit site conditions. 8. Control water from upstream of the site such that it does not enter the disturbed site. 9. All construction vehicles shall enter and exit the site via the temporary construction entry/exit. 10. All vehicles leaving the site shall be cleaned and inspected before leaving. 11. Maintain all stormwater pipes and pits clear of debris and sediment. Inspect stormwater system and clean out after each storm event. 12. Clean out all erosion and sediment control devices after each storm event.

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1. Prior to commencement of excavation the following soil management devices must be installed. 1.1. Construct silt fences below the site and across all potential runoff sites. 1.2. Construct temporary construction entry/exit and divert runoff to suitable control systems. 1.3. Construct measures to divert upstream flows into existing stormwater system. 1.4. Construct sedimentation traps/basin including outlet control and overflow. 1.5. Construct turf lined swales. 1.6. Provide sandbag sediment traps upstream of existing pits. 2. Construct geotextile filter pit surround around all proposed pits as they are constructed. 3. On completion of pavement provide sand bag kerb inlet sediment traps around pits. 4. Provide and maintain a strip of turf on both sides of all roads after the construction of kerbs.

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Prior to discharge of site stormwater, groundwater and seepage water into council's stormwater system, contractors must undertake water quality tests in conjunction with a suitably qualified environment consultant outlining the following: - Compliance with the criteria of the Australian and New Zealand Compliance with the criteria of the Australian and New Zealand Guidelines for Fresh and Marine Water Quality (2000) - If required subject to the environmental consultants advice, If required subject to the environmental consultants advice, provide remedial measures to improve the quality of water that is to be discharged into Councils storm water drainage system.This should include comments from a suitably qualified environmental consultant confirming the suitability of these remedial measures to manage the water discharged from the site into Councils storm water drainage system. Outlining the proposed, ongoing monitoring, contingency plans and validation program that will be in place to continually monitor the quality of water discharged from this site. This should outline the frequency of water quality testing that will be undertaken by a suitably qualified environmental consultant.

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ISSUED FOR COUNCIL APPROVAL

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18.12.20

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TIMBER SLEEPER OR METAL GRID 100mm HIGH AND SPACED AT 300mm CTS

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CONSTRUCTION SITE

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BERM 300 HIGH MIN

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RUNOFF FROM PAD DIRECTED TO SEDIMENT TRAP

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50-75mm GRAVEL BED MIN 200mm THICK

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EXISTING ROADWAY

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PROVIDE WASH WATER FOR TRUCKS EXITING SITE

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NTS

SURVEY AND EXISTING

SERVICES PLAN

1:200 MB

C17

A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL

P2


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21.29

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21.61

AutoCAD SHX Text

21.59

AutoCAD SHX Text

21.64

AutoCAD SHX Text

21.57

AutoCAD SHX Text

21.58

AutoCAD SHX Text

21.48

AutoCAD SHX Text

21.47

AutoCAD SHX Text

21.41

AutoCAD SHX Text

21.42

AutoCAD SHX Text

21.57

AutoCAD SHX Text

21.59

AutoCAD SHX Text

21.57

AutoCAD SHX Text

21.40

AutoCAD SHX Text

21.60

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.84

AutoCAD SHX Text

21.48

AutoCAD SHX Text

21.67

AutoCAD SHX Text

21.28

AutoCAD SHX Text

21.09

AutoCAD SHX Text

20.63

AutoCAD SHX Text

20.55

AutoCAD SHX Text

20.48

AutoCAD SHX Text

19.86

AutoCAD SHX Text

19.61

AutoCAD SHX Text

19.59

AutoCAD SHX Text

19.54

AutoCAD SHX Text

19.15

AutoCAD SHX Text

19.11

AutoCAD SHX Text

19.02

AutoCAD SHX Text

19.11

AutoCAD SHX Text

18.57

AutoCAD SHX Text

19.93

AutoCAD SHX Text

21.24

AutoCAD SHX Text

21.42

AutoCAD SHX Text

21.66

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.85

AutoCAD SHX Text

21.81

AutoCAD SHX Text

21.77

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.16

AutoCAD SHX Text

21.56

AutoCAD SHX Text

21.62

AutoCAD SHX Text

21.35

AutoCAD SHX Text

18.67

AutoCAD SHX Text

18.62

AutoCAD SHX Text

18.33

AutoCAD SHX Text

18.00

AutoCAD SHX Text

18.02

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.92

AutoCAD SHX Text

17.90

AutoCAD SHX Text

17.88

AutoCAD SHX Text

17.88

AutoCAD SHX Text

17.96

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.95

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.98

AutoCAD SHX Text

18.02

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.73

AutoCAD SHX Text

17.87

AutoCAD SHX Text

17.72

AutoCAD SHX Text

18.04

AutoCAD SHX Text

18.00

AutoCAD SHX Text

18.02

AutoCAD SHX Text

17.97

AutoCAD SHX Text

18.12

AutoCAD SHX Text

18.08

AutoCAD SHX Text

18.31

AutoCAD SHX Text

18.39

AutoCAD SHX Text

18.04

AutoCAD SHX Text

17.83

AutoCAD SHX Text

18.10

AutoCAD SHX Text

18.03

AutoCAD SHX Text

17.76

AutoCAD SHX Text

17.74

AutoCAD SHX Text

17.71

AutoCAD SHX Text

17.62

AutoCAD SHX Text

17.62

AutoCAD SHX Text

17.62

AutoCAD SHX Text

17.70

AutoCAD SHX Text

17.70

AutoCAD SHX Text

17.69

AutoCAD SHX Text

17.82

AutoCAD SHX Text

17.84

AutoCAD SHX Text

17.92

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.32

AutoCAD SHX Text

18.08

AutoCAD SHX Text

18.28

AutoCAD SHX Text

18.27

AutoCAD SHX Text

18.76

AutoCAD SHX Text

19.51

AutoCAD SHX Text

19.97

AutoCAD SHX Text

19.86

AutoCAD SHX Text

19.92

AutoCAD SHX Text

19.95

AutoCAD SHX Text

19.80

AutoCAD SHX Text

19.82

AutoCAD SHX Text

20.03

AutoCAD SHX Text

19.82

AutoCAD SHX Text

19.81

AutoCAD SHX Text

19.51

AutoCAD SHX Text

19.34

AutoCAD SHX Text

19.53

AutoCAD SHX Text

19.36

AutoCAD SHX Text

19.13

AutoCAD SHX Text

19.18

AutoCAD SHX Text

19.26

AutoCAD SHX Text

18.91

AutoCAD SHX Text

18.75

AutoCAD SHX Text

17.81

AutoCAD SHX Text

17.74

AutoCAD SHX Text

17.68

AutoCAD SHX Text

17.76

AutoCAD SHX Text

17.95

AutoCAD SHX Text

18.17

AutoCAD SHX Text

20.26

AutoCAD SHX Text

20.43

AutoCAD SHX Text

20.44

AutoCAD SHX Text

20.59

AutoCAD SHX Text

20.82

AutoCAD SHX Text

21.02

AutoCAD SHX Text

21.25

AutoCAD SHX Text

21.26

AutoCAD SHX Text

21.26

AutoCAD SHX Text

21.26

AutoCAD SHX Text

21.26

AutoCAD SHX Text

21.26

AutoCAD SHX Text

21.22

AutoCAD SHX Text

21.21

AutoCAD SHX Text

21.21

AutoCAD SHX Text

21.32

AutoCAD SHX Text

21.56

AutoCAD SHX Text

21.70

AutoCAD SHX Text

21.75

AutoCAD SHX Text

21.45

AutoCAD SHX Text

21.41

AutoCAD SHX Text

21.40

AutoCAD SHX Text

20.22

AutoCAD SHX Text

20.12

AutoCAD SHX Text

20.01

AutoCAD SHX Text

20.54

AutoCAD SHX Text

20.93

AutoCAD SHX Text

21.18

AutoCAD SHX Text

21.18

AutoCAD SHX Text

21.07

AutoCAD SHX Text

20.84

AutoCAD SHX Text

20.82

AutoCAD SHX Text

20.46

AutoCAD SHX Text

20.43

AutoCAD SHX Text

20.34

AutoCAD SHX Text

20.14

AutoCAD SHX Text

19.81

AutoCAD SHX Text

19.31

AutoCAD SHX Text

20.14

AutoCAD SHX Text

19.84

AutoCAD SHX Text

20.08

AutoCAD SHX Text

20.07

AutoCAD SHX Text

20.02

AutoCAD SHX Text

20.33

AutoCAD SHX Text

20.42

AutoCAD SHX Text

20.36

AutoCAD SHX Text

20.38

AutoCAD SHX Text

20.44

AutoCAD SHX Text

20.54

AutoCAD SHX Text

20.56

AutoCAD SHX Text

20.57

AutoCAD SHX Text

20.49

AutoCAD SHX Text

20.55

AutoCAD SHX Text

20.18

AutoCAD SHX Text

20.40

AutoCAD SHX Text

20.62

AutoCAD SHX Text

20.69

AutoCAD SHX Text

20.74

AutoCAD SHX Text

20.86

AutoCAD SHX Text

20.96

AutoCAD SHX Text

20.97

AutoCAD SHX Text

20.96

AutoCAD SHX Text

21.13

AutoCAD SHX Text

21.21

AutoCAD SHX Text

20.89

AutoCAD SHX Text

20.41

AutoCAD SHX Text

20.13

AutoCAD SHX Text

20.50

AutoCAD SHX Text

20.64

AutoCAD SHX Text

21.04

AutoCAD SHX Text

20.86

AutoCAD SHX Text

21.10

AutoCAD SHX Text

21.24

AutoCAD SHX Text

21.23

AutoCAD SHX Text

21.24

AutoCAD SHX Text

21.42

AutoCAD SHX Text

21.52

AutoCAD SHX Text

21.10

AutoCAD SHX Text

21.15

AutoCAD SHX Text

21.10

AutoCAD SHX Text

21.02

AutoCAD SHX Text

21.41

AutoCAD SHX Text

21.51

AutoCAD SHX Text

21.51

AutoCAD SHX Text

21.51

AutoCAD SHX Text

21.42

AutoCAD SHX Text

21.29

AutoCAD SHX Text

21.30

AutoCAD SHX Text

21.27

AutoCAD SHX Text

21.43

AutoCAD SHX Text

21.68

AutoCAD SHX Text

21.59

AutoCAD SHX Text

19.36

AutoCAD SHX Text

20.40

AutoCAD SHX Text

20.91

AutoCAD SHX Text

21.24

AutoCAD SHX Text

18.09

AutoCAD SHX Text

21.21

AutoCAD SHX Text

21.15

AutoCAD SHX Text

21.20

AutoCAD SHX Text

21.02

AutoCAD SHX Text

21.02

AutoCAD SHX Text

20.96

AutoCAD SHX Text

20.82

AutoCAD SHX Text

20.51

AutoCAD SHX Text

20.00

AutoCAD SHX Text

19.28

AutoCAD SHX Text

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CLID

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MLID

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KIP

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INV225

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INV225

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INVBLOCKED

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EELP

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6

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7

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8

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9

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10

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Hydrant

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FH

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Stormwater Pit

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Stormwater Manhole

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Electric base duct

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Existing sewer

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Existing water

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AutoCAD SHX Text


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Existing gas

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Existing stormwater

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Existing watermain

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PRELIMINARY ISSUE

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EH

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02.12.20

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181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL

FLOOD MANAGEMENT

PLAN

1:200

C25

MB

SITEWORKS LEGEND

P2

21.90

22.00

AutoCAD SHX Text

'Y'

AutoCAD SHX Text

(6)

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'Y'

AutoCAD SHX Text

BITUMEN

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BITUMEN

AutoCAD SHX Text

CONC. SLAB

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BITUMEN

AutoCAD SHX Text

23.94

AutoCAD SHX Text

24.05

AutoCAD SHX Text

24.03

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24.01

AutoCAD SHX Text

24.17

AutoCAD SHX Text

24.15

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23.92

AutoCAD SHX Text

24.02

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23.94

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23.87

AutoCAD SHX Text

23.99

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23.70

AutoCAD SHX Text

23.63

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23.63

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23.84

AutoCAD SHX Text

23.17

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23.17

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23.71

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23.61

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23.59

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23.63

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23.70

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23.66

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23.55

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23.49

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22.91

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22.55

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23.50

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23.02

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23.14

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23.20

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23.41

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23.49

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23.02

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23.10

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23.08

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23.19

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23.16

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23.28

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23.34

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23.33

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23.06

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22.70

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22.81

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22.84

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22.84

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22.81

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22.86

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22.89

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22.77

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22.66

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22.64

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22.84

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22.93

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23.58

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23.31

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23.01

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22.65

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22.72

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22.53

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22.50

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22.49

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22.46

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22.60

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22.32

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22.19

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22.16

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22.25

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22.39

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22.25

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22.40

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22.30

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22.27

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22.23

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22.22

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22.15

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22.05

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21.99

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22.04

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22.00

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21.99

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21.94

AutoCAD SHX Text

21.91

AutoCAD SHX Text

21.80

AutoCAD SHX Text

21.80

AutoCAD SHX Text

21.89

AutoCAD SHX Text

21.75

AutoCAD SHX Text

21.64

AutoCAD SHX Text

21.62

AutoCAD SHX Text

21.76

AutoCAD SHX Text

21.65

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.76

AutoCAD SHX Text

21.66

AutoCAD SHX Text

21.61

AutoCAD SHX Text

21.58

AutoCAD SHX Text

21.75

AutoCAD SHX Text

22.14

AutoCAD SHX Text

21.52

AutoCAD SHX Text

21.57

AutoCAD SHX Text

21.89

AutoCAD SHX Text

21.91

AutoCAD SHX Text

21.72

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.68

AutoCAD SHX Text

21.95

AutoCAD SHX Text

22.11

AutoCAD SHX Text

21.61

AutoCAD SHX Text

21.59

AutoCAD SHX Text

21.64

AutoCAD SHX Text

21.57

AutoCAD SHX Text

21.58

AutoCAD SHX Text

21.48

AutoCAD SHX Text

21.47

AutoCAD SHX Text

21.41

AutoCAD SHX Text

21.42

AutoCAD SHX Text

21.57

AutoCAD SHX Text

21.59

AutoCAD SHX Text

21.57

AutoCAD SHX Text

21.40

AutoCAD SHX Text

21.60

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.84

AutoCAD SHX Text

21.48

AutoCAD SHX Text

21.67

AutoCAD SHX Text

21.28

AutoCAD SHX Text

21.09

AutoCAD SHX Text

20.63

AutoCAD SHX Text

20.55

AutoCAD SHX Text

20.48

AutoCAD SHX Text

19.86

AutoCAD SHX Text

19.61

AutoCAD SHX Text

19.59

AutoCAD SHX Text

19.54

AutoCAD SHX Text

19.15

AutoCAD SHX Text

19.11

AutoCAD SHX Text

19.02

AutoCAD SHX Text

19.11

AutoCAD SHX Text

18.57

AutoCAD SHX Text

21.24

AutoCAD SHX Text

21.42

AutoCAD SHX Text

21.66

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.85

AutoCAD SHX Text

21.81

AutoCAD SHX Text

21.77

AutoCAD SHX Text

21.74

AutoCAD SHX Text

21.16

AutoCAD SHX Text

21.56

AutoCAD SHX Text

21.62

AutoCAD SHX Text

21.35

AutoCAD SHX Text

18.00

AutoCAD SHX Text

18.02

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.92

AutoCAD SHX Text

17.90

AutoCAD SHX Text

17.88

AutoCAD SHX Text

17.88

AutoCAD SHX Text

17.96

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.95

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.98

AutoCAD SHX Text

18.02

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.98

AutoCAD SHX Text

17.73

AutoCAD SHX Text

17.87

AutoCAD SHX Text

17.72

AutoCAD SHX Text

18.04

AutoCAD SHX Text

18.00

AutoCAD SHX Text

18.02

AutoCAD SHX Text

17.97

AutoCAD SHX Text

18.12

AutoCAD SHX Text

18.08

AutoCAD SHX Text

18.04

AutoCAD SHX Text

17.83

AutoCAD SHX Text

18.10

AutoCAD SHX Text

18.03

AutoCAD SHX Text

17.76

AutoCAD SHX Text

17.74

AutoCAD SHX Text

17.71

AutoCAD SHX Text

17.62

AutoCAD SHX Text

17.62

AutoCAD SHX Text

17.62

AutoCAD SHX Text

17.70

AutoCAD SHX Text

17.70

AutoCAD SHX Text

17.69

AutoCAD SHX Text

17.82

AutoCAD SHX Text

17.84

AutoCAD SHX Text

17.92

AutoCAD SHX Text

17.97

AutoCAD SHX Text

17.32

AutoCAD SHX Text

18.08

AutoCAD SHX Text

18.28

AutoCAD SHX Text

18.27

AutoCAD SHX Text

18.76

AutoCAD SHX Text

19.97

AutoCAD SHX Text

19.86

AutoCAD SHX Text

19.92

AutoCAD SHX Text

19.95

AutoCAD SHX Text

19.80

AutoCAD SHX Text

19.82

AutoCAD SHX Text

20.03

AutoCAD SHX Text

19.82

AutoCAD SHX Text

19.81

AutoCAD SHX Text

19.51

AutoCAD SHX Text

19.34

AutoCAD SHX Text

19.53

AutoCAD SHX Text

19.36

AutoCAD SHX Text

19.13

AutoCAD SHX Text

19.18

AutoCAD SHX Text

19.26

AutoCAD SHX Text

18.75

AutoCAD SHX Text

17.81

AutoCAD SHX Text

17.74

AutoCAD SHX Text

17.68

AutoCAD SHX Text

17.76

AutoCAD SHX Text

17.95

AutoCAD SHX Text

18.17

AutoCAD SHX Text

21.21

AutoCAD SHX Text

21.32

AutoCAD SHX Text

21.56

AutoCAD SHX Text

21.45

AutoCAD SHX Text

21.41

AutoCAD SHX Text

21.40

AutoCAD SHX Text

20.43

AutoCAD SHX Text

20.34

AutoCAD SHX Text

19.84

AutoCAD SHX Text

20.08

AutoCAD SHX Text

20.07

AutoCAD SHX Text

20.02

AutoCAD SHX Text

20.33

AutoCAD SHX Text

20.42

AutoCAD SHX Text

20.36

AutoCAD SHX Text

20.38

AutoCAD SHX Text

20.44

AutoCAD SHX Text

20.54

AutoCAD SHX Text

20.56

AutoCAD SHX Text

20.57

AutoCAD SHX Text

20.49

AutoCAD SHX Text

20.55

AutoCAD SHX Text

20.18

AutoCAD SHX Text

20.40

AutoCAD SHX Text

20.62

AutoCAD SHX Text

20.69

AutoCAD SHX Text

20.74

AutoCAD SHX Text

20.86

AutoCAD SHX Text

20.96

AutoCAD SHX Text

20.13

AutoCAD SHX Text

20.50

AutoCAD SHX Text

20.64

AutoCAD SHX Text

20.86

AutoCAD SHX Text

21.42

AutoCAD SHX Text

21.52

AutoCAD SHX Text

21.10

AutoCAD SHX Text

21.15

AutoCAD SHX Text

21.10

AutoCAD SHX Text

21.02

AutoCAD SHX Text

21.41

AutoCAD SHX Text

21.51

AutoCAD SHX Text

21.51

AutoCAD SHX Text

21.29

AutoCAD SHX Text

21.59

AutoCAD SHX Text

19.36

AutoCAD SHX Text

20.40

AutoCAD SHX Text

20.91

AutoCAD SHX Text

21.24

AutoCAD SHX Text

18.09

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

SS

AutoCAD SHX Text

CLID

AutoCAD SHX Text

2/.1/6

AutoCAD SHX Text

KIP

AutoCAD SHX Text

GIP

AutoCAD SHX Text

CLID

AutoCAD SHX Text

INV225

AutoCAD SHX Text

INV225

AutoCAD SHX Text

INVBLOCKED

AutoCAD SHX Text

EELP

AutoCAD SHX Text

3/.18/7

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SS

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

HYD

AutoCAD SHX Text

SS

AutoCAD SHX Text

SV

AutoCAD SHX Text

WV

AutoCAD SHX Text

EELP

AutoCAD SHX Text

WV

AutoCAD SHX Text

TEL

AutoCAD SHX Text

WV

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SIP

AutoCAD SHX Text

SV

AutoCAD SHX Text

SV

AutoCAD SHX Text

SS

AutoCAD SHX Text

TEL

AutoCAD SHX Text

WV

AutoCAD SHX Text

CLID

AutoCAD SHX Text

GIP

AutoCAD SHX Text

GIP

AutoCAD SHX Text

SS

AutoCAD SHX Text

MLID

AutoCAD SHX Text

TEL

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

TEL

AutoCAD SHX Text

SS

AutoCAD SHX Text

COM

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

PM

AutoCAD SHX Text

SV

AutoCAD SHX Text

HYD

AutoCAD SHX Text

TEL

AutoCAD SHX Text

SV

AutoCAD SHX Text

SV

AutoCAD SHX Text

TEL

AutoCAD SHX Text

SV

AutoCAD SHX Text

MLID

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SMH

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

RTA

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

RTA

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

WV

AutoCAD SHX Text

KIP

AutoCAD SHX Text

TL

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SIP

AutoCAD SHX Text

SIP

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

TL

AutoCAD SHX Text

CLID

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

TL

AutoCAD SHX Text

MLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

TL

AutoCAD SHX Text

GIP

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SS

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EELP

AutoCAD SHX Text

GIP

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

INV150

AutoCAD SHX Text

SMH

AutoCAD SHX Text

BIN

AutoCAD SHX Text

WV

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

MLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

CLID

AutoCAD SHX Text

EELP

AutoCAD SHX Text

PM

AutoCAD SHX Text

CLID

AutoCAD SHX Text

WV

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

TEL

AutoCAD SHX Text

GASAS

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

EELP

AutoCAD SHX Text

CLID

AutoCAD SHX Text

HYD

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SMH

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

CLID

AutoCAD SHX Text

SV

AutoCAD SHX Text

PBOX

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

23.8

AutoCAD SHX Text

23.7

AutoCAD SHX Text

23.6

AutoCAD SHX Text

23.5

AutoCAD SHX Text

23.4

AutoCAD SHX Text

23.3

AutoCAD SHX Text

23.2

AutoCAD SHX Text

23.1

AutoCAD SHX Text

23.0

AutoCAD SHX Text

22.9

AutoCAD SHX Text

22.8

AutoCAD SHX Text

22.7

AutoCAD SHX Text

22.6

AutoCAD SHX Text

22.5

AutoCAD SHX Text

22.4

AutoCAD SHX Text

22.3

AutoCAD SHX Text

22.2

AutoCAD SHX Text

22.1

AutoCAD SHX Text

22.0

AutoCAD SHX Text

21.9

AutoCAD SHX Text

21.9

AutoCAD SHX Text

21.8

AutoCAD SHX Text

21.8

AutoCAD SHX Text

21.7

AutoCAD SHX Text

21.7

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21.6

AutoCAD SHX Text

21.6

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21.5

AutoCAD SHX Text

21.5

AutoCAD SHX Text

21.4

AutoCAD SHX Text

21.4

AutoCAD SHX Text

21.3

AutoCAD SHX Text

21.3

AutoCAD SHX Text

21.2

AutoCAD SHX Text

21.2

AutoCAD SHX Text

21.1

AutoCAD SHX Text

21.1

AutoCAD SHX Text

21.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.6

AutoCAD SHX Text

20.6

AutoCAD SHX Text

20.6

AutoCAD SHX Text

20.6

AutoCAD SHX Text

20.6

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

19.9

AutoCAD SHX Text

19.9

AutoCAD SHX Text

19.9

AutoCAD SHX Text

19.8

AutoCAD SHX Text

19.8

AutoCAD SHX Text

19.8

AutoCAD SHX Text

19.7

AutoCAD SHX Text

19.7

AutoCAD SHX Text

19.7

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19.6

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19.6

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19.6

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19.5

AutoCAD SHX Text

19.5

AutoCAD SHX Text

19.5

AutoCAD SHX Text

19.4

AutoCAD SHX Text

19.4

AutoCAD SHX Text

19.4

AutoCAD SHX Text

19.3

AutoCAD SHX Text

19.3

AutoCAD SHX Text

19.2

AutoCAD SHX Text

19.2

AutoCAD SHX Text

19.1

AutoCAD SHX Text

19.1

AutoCAD SHX Text

19.0

AutoCAD SHX Text

19.0

AutoCAD SHX Text

18.9

AutoCAD SHX Text

18.9

AutoCAD SHX Text

18.8

AutoCAD SHX Text

18.8

AutoCAD SHX Text

18.7

AutoCAD SHX Text

18.7

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18.6

AutoCAD SHX Text

18.6

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18.5

AutoCAD SHX Text

18.5

AutoCAD SHX Text

18.4

AutoCAD SHX Text

18.4

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18.3

AutoCAD SHX Text

18.3

AutoCAD SHX Text

18.3

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18.3

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18.2

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18.2

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23.8

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23.7

AutoCAD SHX Text

23.6

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23.5

AutoCAD SHX Text

23.4

AutoCAD SHX Text

23.3

AutoCAD SHX Text

23.2

AutoCAD SHX Text

23.1

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23.0

AutoCAD SHX Text

22.9

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22.8

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22.7

AutoCAD SHX Text

22.6

AutoCAD SHX Text

22.5

AutoCAD SHX Text

22.4

AutoCAD SHX Text

22.3

AutoCAD SHX Text

22.2

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22.1

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22.0

AutoCAD SHX Text

21.9

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21.8

AutoCAD SHX Text

21.8

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21.7

AutoCAD SHX Text

21.7

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21.6

AutoCAD SHX Text

21.6

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21.5

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21.5

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21.4

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21.4

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21.3

AutoCAD SHX Text

21.3

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21.2

AutoCAD SHX Text

21.2

AutoCAD SHX Text

21.1

AutoCAD SHX Text

21.1

AutoCAD SHX Text

21.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.9

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.8

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

AutoCAD SHX Text

20.7

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20.6

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20.6

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20.6

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20.6

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20.6

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20.5

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20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

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20.4

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.4

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.3

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.2

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.1

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

19.9

AutoCAD SHX Text

19.9

AutoCAD SHX Text

19.9

AutoCAD SHX Text

19.9

AutoCAD SHX Text

19.8

AutoCAD SHX Text

19.8

AutoCAD SHX Text

19.8

AutoCAD SHX Text

19.8

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19.7

AutoCAD SHX Text

19.7

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19.7

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19.6

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19.6

AutoCAD SHX Text

19.6

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19.5

AutoCAD SHX Text

19.5

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19.5

AutoCAD SHX Text

19.4

AutoCAD SHX Text

19.4

AutoCAD SHX Text

19.4

AutoCAD SHX Text

19.3

AutoCAD SHX Text

19.3

AutoCAD SHX Text

19.2

AutoCAD SHX Text

19.2

AutoCAD SHX Text

19.1

AutoCAD SHX Text

19.1

AutoCAD SHX Text

19.0

AutoCAD SHX Text

19.0

AutoCAD SHX Text

18.9

AutoCAD SHX Text

18.9

AutoCAD SHX Text

18.8

AutoCAD SHX Text

18.8

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18.7

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18.7

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18.6

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18.6

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18.5

AutoCAD SHX Text

18.5

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18.4

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18.4

AutoCAD SHX Text

18.3

AutoCAD SHX Text

18.3

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18.2

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18.2

AutoCAD SHX Text

18.1

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18.1

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18.0

AutoCAD SHX Text

18.0

AutoCAD SHX Text

18.0

AutoCAD SHX Text

18.0

AutoCAD SHX Text

MAKE CONNECTION BETWEEN NEW PIPE AND EXISTING PIT

AutoCAD SHX Text

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AutoCAD SHX Text

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3

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4

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5

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8

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9

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10

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Finished contour

AutoCAD SHX Text

Kerb and gutter

AutoCAD SHX Text

F22.00

AutoCAD SHX Text

EX K&G

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

10.12.19

AutoCAD SHX Text

1%%% AEP Flood contour

AutoCAD SHX Text

PMF Flood contour

AutoCAD SHX Text

P2

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

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AutoCAD SHX Text

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KERB LINE

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AutoCAD SHX Text

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AutoCAD SHX Text

eeu

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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2.5%

AutoCAD SHX Text

-3.64

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20.77

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0.09

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20.90

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20.89

AutoCAD SHX Text

20.68

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0.00

AutoCAD SHX Text

20.59

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-0.00

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20.69

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20.64

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20.59

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OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 14.00

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CH 30.00

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2.5%

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-3.64

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20.43

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0.06

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20.36

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0.00

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20.27

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-0.00

AutoCAD SHX Text

20.35

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20.32

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20.27

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OFFSET

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 14.00

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CH 40.00

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2.5%

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-3.63

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20.04

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-0.00

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20.04

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0.00

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19.95

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-0.00

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20.03

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19.97

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19.95

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OFFSET

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 14.00

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CH 50.00

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2.5%

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-3.62

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19.74

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0.12

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19.84

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19.76

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19.62

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0.00

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19.53

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-0.00

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19.68

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19.60

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19.53

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OFFSET

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LEVEL

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 17.00

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CH 60.00

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2.5%

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-3.61

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19.37

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0.16

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19.20

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0.00

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19.11

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-0.00

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19.26

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19.23

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19.11

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OFFSET

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EXISTING SURFACE

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LEVEL

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 17.00

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BOUNDARY

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CH 70.00

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2.5%

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-3.60

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18.90

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0.06

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18.83

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0.00

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18.74

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0.00

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18.93

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18.86

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18.74

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OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

AutoCAD SHX Text

Datum RL 16.00

AutoCAD SHX Text

0

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1

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2

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3

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4

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5

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6

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7

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8

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9

AutoCAD SHX Text

10

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P1

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PRELIMINARY ISSUE

AutoCAD SHX Text

EC

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MB

AutoCAD SHX Text

10.12.19

AutoCAD SHX Text

P2

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EC

AutoCAD SHX Text

JW

AutoCAD SHX Text

16.12.19

AutoCAD SHX Text

P3

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PRELIMINARY ISSUE

AutoCAD SHX Text

EH

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EH

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02.12.20

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P4

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AutoCAD SHX Text

EC

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MB

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18.12.20

AutoCAD SHX Text

Hydrant

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FH

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Stormwater Pit

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Stormwater Manhole

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Existing sewer

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Existing water

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Existing gas

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Existing stormwater

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%%UNOTE:%%U EXISTING SERVICE DEPTHS ARE APPROXIMATIONS ONLY

A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL

CROSS SECTIONS

SHEET 2

1:200

C41

MB

P4


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BOUNDARY

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CH 80.00

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2.5%

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-3.60

AutoCAD SHX Text

18.59

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0.10

AutoCAD SHX Text

18.49

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0.00

AutoCAD SHX Text

18.40

AutoCAD SHX Text

-0.00

AutoCAD SHX Text

18.61

AutoCAD SHX Text

18.52

AutoCAD SHX Text

18.40

AutoCAD SHX Text

OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 16.00

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BOUNDARY

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CH 90.00

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2.5%

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-3.59

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18.29

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0.13

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18.16

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0.00

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18.05

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-0.02

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18.27

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18.19

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18.07

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OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 14.00

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BOUNDARY

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CH 100.00

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1.8%

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-5.2%

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-5.70

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18.04

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0.06

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17.98

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-2.11

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18.04

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0.12

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18.28

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18.11

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17.92

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0.00

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18.02

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-0.01

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18.26

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18.08

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18.03

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OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 15.00

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CH 110.00

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1.7%

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0.00

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17.88

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-0.01

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18.29

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18.02

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17.89

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OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

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LEVEL

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Datum RL 15.00

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BOUNDARY

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BOUNDARY

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BOUNDARY

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BOUNDARY

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BOUNDARY

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CH 120.00

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2.5%

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-3.65

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18.34

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0.01

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18.33

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0.00

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18.37

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0.14

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18.46

AutoCAD SHX Text

18.37

AutoCAD SHX Text

18.24

AutoCAD SHX Text

OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

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PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

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Datum RL 16.00

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BOUNDARY

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BOUNDARY

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CH 130.00

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2.5%

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-3.65

AutoCAD SHX Text

18.77

AutoCAD SHX Text

0.05

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18.72

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0.00

AutoCAD SHX Text

18.92

AutoCAD SHX Text

0.29

AutoCAD SHX Text

18.90

AutoCAD SHX Text

18.81

AutoCAD SHX Text

18.63

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OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 16.00

AutoCAD SHX Text

0

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1

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2

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3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text

P1

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

10.12.19

AutoCAD SHX Text

P2

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EC

AutoCAD SHX Text

JW

AutoCAD SHX Text

16.12.19

AutoCAD SHX Text

P3

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

P4

AutoCAD SHX Text


AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text

Hydrant

AutoCAD SHX Text

FH

AutoCAD SHX Text

Stormwater Pit

AutoCAD SHX Text

Stormwater Manhole

AutoCAD SHX Text

Existing sewer

AutoCAD SHX Text

Existing water

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Existing gas

AutoCAD SHX Text

Existing stormwater

AutoCAD SHX Text


A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL

CROSS SECTIONS

SHEET 3

1:200 MB

P4C42


AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

CH 140.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.66

AutoCAD SHX Text

19.23

AutoCAD SHX Text

0.01

AutoCAD SHX Text

19.31

AutoCAD SHX Text

19.28

AutoCAD SHX Text

19.23

AutoCAD SHX Text

0.00

AutoCAD SHX Text

19.46

AutoCAD SHX Text

0.32

AutoCAD SHX Text

19.31

AutoCAD SHX Text

19.29

AutoCAD SHX Text

19.14

AutoCAD SHX Text

OFFSET

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EXISTING SURFACE

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LEVEL

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DIFFERENCE

AutoCAD SHX Text

PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 17.00

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

KERB LINE

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KERB LINE

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ew

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et

AutoCAD SHX Text

CH 150.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.66

AutoCAD SHX Text

19.76

AutoCAD SHX Text

-0.00

AutoCAD SHX Text

19.77

AutoCAD SHX Text

0.00

AutoCAD SHX Text

20.01

AutoCAD SHX Text

0.33

AutoCAD SHX Text

19.79

AutoCAD SHX Text

19.78

AutoCAD SHX Text

19.67

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

LEVEL

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DIFFERENCE

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PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

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LEVEL

AutoCAD SHX Text

Datum RL 17.00

AutoCAD SHX Text

BOUNDARY

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BOUNDARY

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BOUNDARY

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BOUNDARY

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BOUNDARY

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et

AutoCAD SHX Text

CH 210.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.63

AutoCAD SHX Text

21.93

AutoCAD SHX Text

0.01

AutoCAD SHX Text

22.01

AutoCAD SHX Text

21.93

AutoCAD SHX Text

21.92

AutoCAD SHX Text

0.00

AutoCAD SHX Text

21.83

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22.04

AutoCAD SHX Text

21.88

AutoCAD SHX Text

21.83

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

DIFFERENCE

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PMF FLOOD LEVEL

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1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 14.00

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

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BOUNDARY

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BOUNDARY

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KERB LINE

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AutoCAD SHX Text

CH 220.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.64

AutoCAD SHX Text

22.14

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22.17

AutoCAD SHX Text

22.14

AutoCAD SHX Text

22.14

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22.04

AutoCAD SHX Text

-0.00

AutoCAD SHX Text

22.16

AutoCAD SHX Text

22.09

AutoCAD SHX Text

22.04

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

DIFFERENCE

AutoCAD SHX Text

PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 14.00

AutoCAD SHX Text

0

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

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P1

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PRELIMINARY ISSUE

AutoCAD SHX Text

EC

AutoCAD SHX Text

MB

AutoCAD SHX Text

10.12.19

AutoCAD SHX Text

P2

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EC

AutoCAD SHX Text

JW

AutoCAD SHX Text

16.12.19

AutoCAD SHX Text

P3

AutoCAD SHX Text

PRELIMINARY ISSUE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

02.12.20

AutoCAD SHX Text

P4

AutoCAD SHX Text


AutoCAD SHX Text

EH

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text

Hydrant

AutoCAD SHX Text

FH

AutoCAD SHX Text

Stormwater Pit

AutoCAD SHX Text

Stormwater Manhole

AutoCAD SHX Text

Existing sewer

AutoCAD SHX Text

Existing water

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Existing gas

AutoCAD SHX Text

Existing stormwater

AutoCAD SHX Text


A1


181034


AuthorisedScale :

A1Drawn









Civil Engineer


THORP PTY LTD

FOR APPROVAL

CROSS SECTIONS

SHEET 4

1:200 MB

P1C43


AutoCAD SHX Text

BOUNDARY

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BOUNDARY

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BOUNDARY

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BOUNDARY

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BOUNDARY

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KERB LINE

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AutoCAD SHX Text

et

AutoCAD SHX Text

CH 230.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.64

AutoCAD SHX Text

22.42

AutoCAD SHX Text

0.06

AutoCAD SHX Text

22.43

AutoCAD SHX Text

22.41

AutoCAD SHX Text

22.37

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22.22

AutoCAD SHX Text

-0.05

AutoCAD SHX Text

22.38

AutoCAD SHX Text

22.29

AutoCAD SHX Text

22.28

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

DIFFERENCE

AutoCAD SHX Text

PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 14.00

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

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BOUNDARY

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KERB LINE

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AutoCAD SHX Text

et

AutoCAD SHX Text

CH 240.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

22.70

AutoCAD SHX Text

0.04

AutoCAD SHX Text

22.72

AutoCAD SHX Text

22.71

AutoCAD SHX Text

22.65

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22.56

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22.65

AutoCAD SHX Text

22.58

AutoCAD SHX Text

22.56

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

DIFFERENCE

AutoCAD SHX Text

PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 14.00

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

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BOUNDARY

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KERB LINE

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AutoCAD SHX Text

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AutoCAD SHX Text

CH 250.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

22.96

AutoCAD SHX Text

0.03

AutoCAD SHX Text

22.97

AutoCAD SHX Text

22.96

AutoCAD SHX Text

22.93

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22.83

AutoCAD SHX Text

-0.01

AutoCAD SHX Text

22.89

AutoCAD SHX Text

22.83

AutoCAD SHX Text

22.84

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

DIFFERENCE

AutoCAD SHX Text

PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 14.00

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

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BOUNDARY

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KERB LINE

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AutoCAD SHX Text

CH 260.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

23.17

AutoCAD SHX Text

0.00

AutoCAD SHX Text

23.16

AutoCAD SHX Text

23.16

AutoCAD SHX Text

23.16

AutoCAD SHX Text

0.00

AutoCAD SHX Text

23.05

AutoCAD SHX Text

-0.02

AutoCAD SHX Text

23.13

AutoCAD SHX Text

23.08

AutoCAD SHX Text

23.07

AutoCAD SHX Text

OFFSET

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EXISTING SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

DIFFERENCE

AutoCAD SHX Text

PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 14.00

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

KERB LINE

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KERB LINE

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

CH 270.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

23.51

AutoCAD SHX Text

0.10

AutoCAD SHX Text

23.49

AutoCAD SHX Text

23.49

AutoCAD SHX Text

23.41

AutoCAD SHX Text

0.00

AutoCAD SHX Text

23.20

AutoCAD SHX Text

-0.12

AutoCAD SHX Text

23.37

AutoCAD SHX Text

23.31

AutoCAD SHX Text

23.31

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

DIFFERENCE

AutoCAD SHX Text

PMF FLOOD LEVEL

AutoCAD SHX Text

1% AEP FLOOD LEVEL

AutoCAD SHX Text

PROPOSED SURFACE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

Datum RL 14.00

AutoCAD SHX Text

0

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

AutoCAD SHX Text

P1

AutoCAD SHX Text


AutoCAD SHX Text

EH

AutoCAD SHX Text

MB

AutoCAD SHX Text

18.12.20

AutoCAD SHX Text

Hydrant

AutoCAD SHX Text

FH

AutoCAD SHX Text

Stormwater Pit

AutoCAD SHX Text

Stormwater Manhole

AutoCAD SHX Text

Existing sewer

AutoCAD SHX Text

Existing water

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Existing gas

AutoCAD SHX Text

Existing stormwater

AutoCAD SHX Text


HANS 338 PITT STREET SYDNEY, PUBLIC DOMAIN CIVIL WORKS

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Transcript of HANS 338 PITT STREET SYDNEY, PUBLIC DOMAIN CIVIL WORKS