swan hill rural city council for tender

Sheet

Number

Plan Title

01

02

APP.DESCRIPTION

DATEREV

RELEASE DETAILS

DOCUMENT STATUS

SWAN HILL RURAL CITY COUNCIL

MONASH DRIVE UPGRADE WORKS

STAGES 1 & 2

COVER SHEET, DRAWING INDEX & GENERAL NOTES

SWAN HILL, VICTORIA

LOCATION:

Project No.: 18009

Drawing

Number

03

18009_SDSD02

18009_SDSD03

HEIL

ENGINEERING

CONSULTANTS

PTY LTD

Urban Development Project Management

Infrastructure Design Construction Administration

0418009_SDSD04

STAGE 1: EXISTING CONDITIONS & DEMOLITION - PART PLANS 1 & 2

18009_SDSD01

FOR TENDER

0518009_SDSD05

0618009_SDSD06

STAGE 1: EXISTING CONDITIONS & DEMOLITION - PART PLAN 3

STAGE 1: PROPOSED LAYOUT - PART PLANS 1 & 2

0718009_SDSD07

SITE LOCALITY

HOLD / WITNESS POINTS

STAGE 1: EXISTING CONDITIONS & DEMOLITION - PART PLAN 4

STAGE 1: PROPOSED LAYOUT - PART PLANS 3

STAGE 1: PROPOSED LAYOUT - PART PLANS 4

0818009_SDSD08

KERB LONGITUDINAL SECTION LINE A - PART 1

0918009_SDSD09

1018009_SDSD10

MONASH DRIVE - CROSS SECTIONS 1

1118009_SDSD11

1218009_SDSD12

1318009_SDSD13

TYPICAL DRAINAGE DETAILS

1418009_SDSD14

TYPICAL CONSTRUCTION DETAILS 1

1518009_SDSD15




STAGE 2: EXISTING CONDITIONS & DEMOLITION - PART PLANS 1 & 2

STAGE 2: PROPOSED LAYOUT - PART PLANS 1 & 2

KERB LONGITUDINAL SECTION LINE A - PART 2

KERB LONGITUDINAL SECTION LINE B - PART 1

KERB LONGITUDINAL SECTION LINE B - PART 2

1618009_SDSD16

1718009_SDSD17

1818009_SDSD18

1918009_SDSD19

2018009_SDSD20

DRAINAGE PIT SCHEDULE

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PRELIMINARY - FOR APPROVAL

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P1

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23.08.21

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PRELIMINARY

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GENERAL NOTES: 1. ALL DIMENSIONS ARE IN METERS. LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD) UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE IN METERS. LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD) UNLESS OTHERWISE NOTED. 2. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THIS SPECIFICATIONS AND TO THE SATISFACTION OF THE SWAN ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THIS SPECIFICATIONS AND TO THE SATISFACTION OF THE SWAN HILL RURAL CITY COUNCIL. IN THE EVENT THESE SPECIFICATIONS DO NOT COVER THE WORKS, THE WORKS SHALL BE DONE IN ACCORDANCE WITH THE AUSTRALIAN STANDARDS OR VICROADS SPECIFICATIONS FOR SIMILAR WORKS. 3. ALL EXCAVATED AREAS ARE TO BE REINSTATED TO MATCH PRE-WORKS STATE AND LEVELS. ALL EXCAVATED AREAS ARE TO BE REINSTATED TO MATCH PRE-WORKS STATE AND LEVELS. 4. ALL WASTE MATERIAL, RUBBISH AND SPOIL SHALL BE REMOVED FROM SITE AT THE CONTRACTORS EXPENSE. COUNCIL WILL ALL WASTE MATERIAL, RUBBISH AND SPOIL SHALL BE REMOVED FROM SITE AT THE CONTRACTORS EXPENSE. COUNCIL WILL NOT PROVIDE ANY TIPPING YARD TO DISPOSE OF WASTE MATERIALS. 5. REASONABLE CARE SHALL BE TAKEN BY THE CONTRACTOR TO PRESERVE ANY SURVEY MARKERS. THE CONTRACTOR IS REASONABLE CARE SHALL BE TAKEN BY THE CONTRACTOR TO PRESERVE ANY SURVEY MARKERS. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPLACE. 6. THE CONTRACTOR SHALL PREPARE A SUITABLE TRAFFIC MANAGEMENT PLAN AND APPROVALS SHALL BE OBTAINED FROM THE CONTRACTOR SHALL PREPARE A SUITABLE TRAFFIC MANAGEMENT PLAN AND APPROVALS SHALL BE OBTAINED FROM THE SWAN HILL RURAL CITY COUNCIL & RELEVANT AUTHORITIES BEFORE CONSTRUCTION COMMENCES. 7. SERVICE PROTECTION / REINSTATEMENT WORKS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY STANDARDS, SERVICE PROTECTION / REINSTATEMENT WORKS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY STANDARDS, WHERE APPLICABLE. 8. THE CONTRACTOR SHALL UNDERTAKE WORKS IN A MANNER THAT MINIMISES DAMAGES TO EXISTING ASSETS. THE CONTRACTOR SHALL UNDERTAKE WORKS IN A MANNER THAT MINIMISES DAMAGES TO EXISTING ASSETS. 9. ANY DISCREPANCIES IN DIMENSIONS OR DETAILS SHOULD BE BROUGHT TO THE ATTENTION OF THE SUPERINTENDENT FOR ANY DISCREPANCIES IN DIMENSIONS OR DETAILS SHOULD BE BROUGHT TO THE ATTENTION OF THE SUPERINTENDENT FOR CLARIFICATION PRIOR TO ANY WORKS BEING UNDERTAKEN. THE SUPERINTENDENT IS TO BE NOTIFIED PRIOR TO THE COMMENCEMENT OF WORKS, IF THE CONDITIONS ARE DIFFERENT TO THOSE SHOWN ON THE DRAWINGS. 10. THE CONTRACTOR SHALL ENSURE ALL WORKERS / EMPLOYEES ARE EQUIPT WITH THE APPROPRIATE PERSONAL PROTECTIVE THE CONTRACTOR SHALL ENSURE ALL WORKERS / EMPLOYEES ARE EQUIPT WITH THE APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT IN ACCORDANCE WITH THE VICTORIAN OCCUPATIONAL HEALTH & SAFETY ACT. 11. ALL DRAINAGE PIPES TO BE RCP RRJ UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPES TO BE RCP RRJ UNLESS NOTED OTHERWISE. 12. BACKFILL FOR STORMWATER PIPES UNDER ROAD PAVEMENT AND FOOTPATH TO BE CLASS 3 F.C.R. COMPACTED IN 150mm BACKFILL FOR STORMWATER PIPES UNDER ROAD PAVEMENT AND FOOTPATH TO BE CLASS 3 F.C.R. COMPACTED IN 150mm LAYERS. ALL STORMWATER DRAINAGE TRENCHES TO BE COMPACTED TO ACHIEVE AT LEAST 95% STANDARD COMPACTION UNLESS OTHERWISE NOTED. 13. WHERE ROCK OR SOFT AREAS ARE FOUND SUBGRADE IMPROVEMENT SHALL BE MADE VIA EXCAVATION AND REPLACEMENT WHERE ROCK OR SOFT AREAS ARE FOUND SUBGRADE IMPROVEMENT SHALL BE MADE VIA EXCAVATION AND REPLACEMENT WITH CLASS 3 FCR COMPACTED IN 150mm LAYERS TO 98% MAXIMUM DRY DENSITY FOR STANDARD COMPACTION. DEPTH OF EXCAVATION SHALL BE SUBJECT TO APPROVAL BY THE SUPERINTENDENT. 14. EXISTING FENCES ARE TO BE PROTECTED AT ALL TIMES UNLESS STATED OTHERWISE. EXISTING FENCES ARE TO BE PROTECTED AT ALL TIMES UNLESS STATED OTHERWISE. 15. ALL STREET SIGNS REMOVED AS PART OF CONSTRUCTION ARE TO BE REINSTATED ACCORDINGLY TO COMPLY WITH ALL STREET SIGNS REMOVED AS PART OF CONSTRUCTION ARE TO BE REINSTATED ACCORDINGLY TO COMPLY WITH AUSTRALIAN STANDARDS AS1742.2. ALL SIGNAGE & GUIDE POSTS ARE TO BE REINSTATED TO EXISTING CONDITIONS UNLESS NOTED OTHERWISE. 16. ALL PROPOSED STREET SIGNS ARE TO BE INSTALLED & LOCATED ACCORDINGLY TO COMPLY WITH AUSTRALIAN STANDARDS ALL PROPOSED STREET SIGNS ARE TO BE INSTALLED & LOCATED ACCORDINGLY TO COMPLY WITH AUSTRALIAN STANDARDS AS1742.2. 17. THE LOCATION AND DEPTHS OF ALL EXISTING SERVICES IS TO BE PROVIDED BY THE CONTRACTOR PRIOR TO ANY THE LOCATION AND DEPTHS OF ALL EXISTING SERVICES IS TO BE PROVIDED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. ANY DAMAGE TO EXISTING SERVICES IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY DISCREPANCIES BETWEEN KNOWN DEPTHS AND LOCATIONS OF SERVICES AND THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE SUPERINTENDENT. EXISTING SERVICES SHOWN IN THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY AND ARE NOT GUARANTEED TO BE CORRECT. IT IS NOT GUARANTEED THAT ALL SERVICES HAVE BEEN SHOWN. 18. EXISTING SURFACE LEVELS, BENCH MARKS AND FEATURES ARE BASED UPON EXISTING FEATURE SURVEY INFORMATION.EXISTING SURFACE LEVELS, BENCH MARKS AND FEATURES ARE BASED UPON EXISTING FEATURE SURVEY INFORMATION.

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SCALE: N.T.S.

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N (APPROX)

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THE CONTRACTOR SHALL PREPARE AND SUBMIT A PLAN FOR TRAFFIC MANAGEMENT, A CONSTRUCTION PLAN AND WORK METHOD STATEMENT.

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EXCAVATION DEPTHS AND PRIOR TO INSTALLATION OF CULVERTS

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THE CONTRACTOR SHALL SETOUT THE LIMITS AND DESIGN LEVELS, GRADES AND FINISHED SURFACE LEVELS.

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PROOF ROLLING: AT SUBGRADE, SUB BASE AND BASE LAYERS INCLUDING INTERSECTION TURNOUTS.

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COMPACTION TESTING: AT SUBBASE AND BASE LAYERS.

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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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HOLD COMMENCEMENT OF WORKS UNTIL APPROVED BY THE PROJECT MANAGER

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WITNESS BY COUNCIL'S SUBJECT MATTER EXPERT

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PRIOR TO SEALING

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EXCAVATION DEPTHS AND BEDDING COMPACTION PRIOR TO POURING. A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN BY THE CONTRACTOR TO THE PROJECT MANAGER

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NOTE:A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN BY THE CONTRACTOR TO THE PROJECT MANAGER PRIOR TO ANY A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN BY THE CONTRACTOR TO THE PROJECT MANAGER PRIOR TO ANY HOLD/WITNESS INSPECTION POINTS.

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AFTER POUR: A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN BY THE CONTRACTOR TO THE PROJECT MANAGER

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7.

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8.

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FINAL INSPECTION

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DURING PIPE BACKFILL: A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN BY THE CONTRACTOR TO THE PROJECT MANAGER

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9.

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10.

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FINAL SIGN OFF ON WORKS IPT INSPECTION ON-SITE

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HOLD COMMENCEMENT OF WORKS UNTIL APPROVED BY THE PROJECT MANAGER

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WITNESS BY COUNCIL'S SUBJECT MATTER EXPERT

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RIVER

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LITTLE MURRAY

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ST

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ST

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TOBRUK

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AV

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EL-ALAMEIN

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ST

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GREGG

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ST

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ST

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ST

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ST

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GUMMOW

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ST

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WOOD

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ST

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ST

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EVERINGHAM

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ST

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TUFF

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HWY

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ST

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BURKE

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ST

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AV

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KIMBERLEY

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ST

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ST

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ALBERT

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ST

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CONNELL

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ST

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BATH

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ST

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LONG

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ST

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BRYAN

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ST

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GILLESPIE

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ST

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MARRABOOR

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ST

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WILSON

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GRAY

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HIGH

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SPLATT

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BEVERIDGE

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CAMPBELL

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CURLEWIS

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MONASH

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DRIVE

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SWAN HILL RACECOURSE

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McCALLUM

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MURRAY VALLEY

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SCOPE OF WORKS AREA

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P2

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07.09.21

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PRELIMINARY

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FOR TENDER

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T1

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21.10.21

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FOR TENDER

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RH

DRIVE

MITCHELLSTREET

MONASH

MONASH DRIVE

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C

Heil Engineering Consultants P/L

THIS DOCUMENT IS COPYRIGHT AND MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS

COMMISSIONED. UNAUTHORISED USE PROHIBITED. ALL DIMENSIONS AND LEVELS TO BE

CHECKED ON THE PROJECT BEFORE COMMENCING ANY WORKS OR SHOP DRAWINGS. DRAWINGS

NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585

OCEAN GROVE, VIC 3226www.heconsult.com.au

NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

STAGE 1: EXISTING CONDITIONS &

DEMOLITION - PART PLANS 1 & 2

18009_SD02

T1

02 of 20

18009_SD01-20.dwg

1:200

2.0 4 8

RH AUG 21

BC AUG 21

FOR TENDER

STAGE 1: EXISTING CONDITIONS & DEMOLITION PLAN

OVERHEAD POWER CABLES.

BEWARE OF EXISTING

NOTE !

The locations of underground services are

approximate only and their exact position

should be proven on site. No guarantee is

given that all existing services are shown.

BEWARE OF UNDERGROUND SERVICES

WARNING

LEGEND

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THE EXISTING SERVICE INFORMATION CONTAINED WITHIN THIS PLAN HAS

BEEN DERIVED FROM A DESKTOP STUDY ONLY. THE EXISTING SERVICES

SHOWN ON THIS PLAN HAVE BEEN INDICATIVELY INCLUDED FROM A DIAL

BEFORE YOU DIG INQUIRY AND HAVE NOT BEEN VERIFIED ON SITE.

WARNING

PART PLAN 1


PART PLAN 2

P

OVERNIGHT

P

MOTOR

CYCLES

EXCEPTED

P

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N (APPROX)

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SCALE: 1:200

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EXISTING

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BOTTOM OF BANK (BB)

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TOP OF BANK (TB)

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ELECTRICITY PIT / BOX & CABLE

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ELECTRICITY POLE & OVERHEADS

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TELECOMMUNICATIONS

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GATE

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FENCE

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TITLE

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EDGE OF SHOULDER (ES)

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EDGE OF SEAL

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SIGN POST

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REF MARK-GENERAL

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EDGE OF TRACK

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WATER MAIN (METER / VALVE / FIRE PLUG)

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M

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FP

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SEWER MANHOLE

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S

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STORMWATER PIPE / BOX CULVERT

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STORMWATER PIT

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SV

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KERB & CHANNEL

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SEWER RISING MAIN (VALVE)

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W-TAPPING

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WATER PROPERTY CONNECTION

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TREE/SHRUB

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SAW-CUT

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SAW-CUT

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SAW-CUT

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SAW-CUT

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SAW-CUT

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SAW-CUT

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SAW-CUT

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Ex. TIMBER BOARDWALK

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Ex. B2 KERB

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EXISTING BBQ SHELTER

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Ex. CONC. PATH

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Ex. CONC. PATH

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Ex. ASPHALT PATH

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Ex. CONC. DWY

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Ex. FENCE

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Ex. FENCE

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Ex. FENCE

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Ex. FENCE

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Ex. FENCE

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Ex. FENCE

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Ex. FENCE

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Ex. FENCE

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Ex. ASPHALT PATH

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Ex. ASPHALT PATH

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Ex. ASPHALT PATH

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POST OFFICE

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PARAGON CAFE

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Ex. SHED

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Ex. SEP

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Ex. 600RCP

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Ex. 600 RCP

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EXISTING JUNCTION PIT

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Ex. 600RCP

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IL68.96

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IL69.36

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IL67.45

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IL67.43

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IL67.43

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Ex. 300RIB POLY

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'PS GEM'

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Ex. GARDEN BED

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IL68.23

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IL67.87

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Ex. B2 KERB

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Ex. GRASSED AREA

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Ex. GRASSED AREA

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IL67.45

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Ex. B2 KERB

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Ex. B2 KERB

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Ex. B2 KERB

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Ex. SEP

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Ex. B2 KERB

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Ex. B2 KERB

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Ex. B2 KERB

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WARNING: EXISTING U/G POWER & SEWER RISING MAIN ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

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WARNING: EXISTING SEWER RISING MAIN ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

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DEMOLITION

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ITEM TO BE DEMOLISHED AS NOTED

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SAWCUT LINE

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TREE TO BE REMOVED

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SAW-CUT & REMOVE EXISTING B2 KERB & CHANNEL, DRIVEWAY LAYBACKS & ADJACENT PAVEMENT. INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE.

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REMOVE EXISTING 'UNI-DIRECTIONAL HAZARD MARKER' SIGN AND CONCRETE FOOTING. INCLUDES DISPOSAL OF INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE AND RETURN SIGN TO COUNCIL DEPOT.

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EXISTING TREE TO BE REMOVED AND DISPOSED OF OFF-SITE.

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EUCALYPT

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REMOVE EXISTING SIDE ENTRY PIT AND ADJACENT PIPEWORK TO THE EXTENT SHOWN (APPROX. 7m). DISPOSE OF ALL WASTE MATERIALS OF-SITE.

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SAW-CUT

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SAW-CUT

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Ex. B2 KERB

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Ex. B2 KERB

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Ex. B2 KERB

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SCALE: 1:200

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P1

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23.08.21

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PRELIMINARY

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SAWCUT ROAD PAVEMENT TO ALLOW FOR INSTALLATION OF KERB BLISTERS. DISPOSE OF ALL WASTE MATERIALS OF-SITE.

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SAW-CUT AND REMOVE EXISTING B2 KERB & CHANNEL & ASPHALT FOOTPATH. INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE.

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WARNING: EXISTING SEWER & U/G ELECTRICAL ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

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BIKE RACK

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BIKE RACK

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BINS

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REMOVE EXISTING PARKING SIGNS AND CONCRETE FOOTINGS. INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE AND RETURN SIGNS TO COUNCIL DEPOT.

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REMOVE EXISTING 'TRUCK PARKING OVERNIGHT' SIGN AND CONCRETE FOOTINGS. INCLUDES DISPOSAL OF INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE AND RETURN SIGN TO COUNCIL DEPOT.

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EXISTING 'HEARTBEAT OF THE MURRAY' SIGNAGE TOP REMAIN.

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TBM (NAIL) RL: 70.42

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STAGE 2

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P2

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07.09.21

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PRELIMINARY

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FOR TENDER

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T1

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21.10.21

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FOR TENDER

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RH

MONASH

DRIVE

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


DEMOLITION - PART PLAN 3

18009_SD03

T1

03 of 20

18009_SD01-20.dwg

1:200

2.0 4 8

RH AUG 21

BC AUG 21

FOR TENDER

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BEWARE OF EXISTING

NOTE !






WARNING





WARNING

WARNING SAFETY IN DESIGN NOTES

!

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PART PLAN 3

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N (APPROX)

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1. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN THE CONTRACTOR SHALL EXERCISE CAUTION WHEN OPERATING MACHINERY NEAR EXISTING OVERHEAD POWERLINES. 2. APPROPRIATE TRAFFIC MANAGEMENT PRACTICES APPROPRIATE TRAFFIC MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AT ALL TIMES. 3. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE) SHALL BE WORN AT ALL TIMES WHEN ON SITE. 4. DUST GENERATING ACTIVITIES SUCH AS CUTTING, DUST GENERATING ACTIVITIES SUCH AS CUTTING, GRINDING AND EARTH MOVING SHALL BE PERFORMED WHEN PREVAILING WINDS ARE FAVORABLE TO REDUCE THE IMPACT OF DUST ON SURROUNDING PROPERTIES.

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SAW-CUT

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Ex. ASPHALT PATH

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Ex. SHED

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Ex. ASPHALT PATH

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Ex. SHED

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IL67.21

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IL67.14

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IL67.14

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Ex. 300 PVC

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Ex. 375 RCP

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Ex. 375RCP

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SAW-CUT

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SAW-CUT

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REMOVE EXISTING REDUNDANT GUIDE POSTS.

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REMOVE EXISTING 'CHEVRON ALIGNMENT MARKER' SIGN AND RETURN SIGN TO COUNCIL DEPOT.

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EXISTING

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BOTTOM OF BANK (BB)

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TOP OF BANK (TB)

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TELECOMMUNICATIONS

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GATE

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FENCE

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TITLE

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EDGE OF SEAL

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SIGN POST

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REF MARK-GENERAL

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EDGE OF TRACK

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M

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FP

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SEWER MANHOLE

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S

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STORMWATER PIT

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SV

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KERB & CHANNEL

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W-TAPPING

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TREE/SHRUB

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DEMOLITION

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SAWCUT LINE

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TREE TO BE REMOVED

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Ex. CONCRETE PARKING AREA

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Ex. GRAVEL DWY

AutoCAD SHX Text

Ex. CONCRETE PATH

AutoCAD SHX Text

Ex. M2 KERB

AutoCAD SHX Text

Ex. SEP

AutoCAD SHX Text

Ex. GTEP

AutoCAD SHX Text

Ex. ASPHALT PATH

AutoCAD SHX Text

Ex. B2 KERB

AutoCAD SHX Text

Ex. B2 KERB

AutoCAD SHX Text

Ex. B2 KERB

AutoCAD SHX Text

Ex. B2 KERB

AutoCAD SHX Text

Ex. B2 KERB

AutoCAD SHX Text

EXISTING TREES TO BE REMOVED AND DISPOSED OF OFF-SITE. (SUBJECT TO COUNCIL APPROVAL)

AutoCAD SHX Text

PEPPERCORN

AutoCAD SHX Text

PEPPERCORN

AutoCAD SHX Text

EUCALYPTS

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

Ex. TOE BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text


AutoCAD SHX Text

REMOVE EXISTING SIDE ENTRY PIT. DISPOSE OF ALL WASTE MATERIALS OF-SITE.

AutoCAD SHX Text

Ex. JP

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

SCALE: 1:200

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

PEPPERCORN

AutoCAD SHX Text

EXISTING TREE TO BE REMOVED AND DISPOSED OF OFF-SITE. (SUBJECT TO COUNCIL APPROVAL)

AutoCAD SHX Text

SAW-CUT & REMOVE EXISTING CONCRETE FOOTPATH & BOLLARDS TO THE EXTENT SHOWN. INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE.

AutoCAD SHX Text

Ex. EDGE OF BITUMEN

AutoCAD SHX Text

WARNING: EXISTING U/G ELECTRICAL ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

AutoCAD SHX Text

WARNING: EXISTING U/G ELECTRICAL ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

AutoCAD SHX Text

REMOVE EXISTING 'UNI-DIRECTIONAL HAZARD MARKER' SIGN AND RETURN SIGN TO COUNCIL DEPOT.

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

LITTLE MURRAYRIVER

MONASHDRIVE

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


DEMOLITION - PART PLAN 4

18009_SD04

T1

04 of 20

18009_SD01-20.dwg

1:200

2.0 4 8

RH AUG 21

BC AUG 21

FOR TENDER

RE

FE

R P

AR

T P

LA

N 3

(O

N S

HE

ET

0

3) F

OR

C

ON

TIN

UA

TIO

N


BEWARE OF EXISTING

NOTE !






WARNING





WARNING


!

LEGEND


PART PLAN 4

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

N (APPROX)

AutoCAD SHX Text

Ex. CONCRETE PATH

AutoCAD SHX Text

Ex. EDGE BITUMEN

AutoCAD SHX Text

YAMAGATA JAPANESE GARDEN

AutoCAD SHX Text


AutoCAD SHX Text

Ex. EDGE BITUMEN

AutoCAD SHX Text

Ex. CONCRETE PATH

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOE BANK

AutoCAD SHX Text

Ex. TOE BANK

AutoCAD SHX Text

RAIL TURNTABLE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

BOTTOM OF BANK (BB)

AutoCAD SHX Text

TOP OF BANK (TB)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TELECOMMUNICATIONS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

TITLE

AutoCAD SHX Text


AutoCAD SHX Text

EDGE OF SEAL

AutoCAD SHX Text

SIGN POST

AutoCAD SHX Text

REF MARK-GENERAL

AutoCAD SHX Text

EDGE OF TRACK

AutoCAD SHX Text


AutoCAD SHX Text

M

AutoCAD SHX Text

FP

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

S

AutoCAD SHX Text


AutoCAD SHX Text

STORMWATER PIT

AutoCAD SHX Text

SV

AutoCAD SHX Text

KERB & CHANNEL

AutoCAD SHX Text


AutoCAD SHX Text

W-TAPPING

AutoCAD SHX Text


AutoCAD SHX Text

TREE/SHRUB

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text


AutoCAD SHX Text

SAWCUT LINE

AutoCAD SHX Text

TREE TO BE REMOVED

AutoCAD SHX Text

Ex. EDGE BITUMEN

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

REMOVE EXISTING SIGNAGE AND GUIDE POSTS.

AutoCAD SHX Text

Ex. ASPHALT PATH

AutoCAD SHX Text

Ex. ASPHALT PATH

AutoCAD SHX Text

Ex. GUARD RAIL

AutoCAD SHX Text

SAW-CUT & REMOVE EXISTING ROAD PAVEMENT. INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE.

AutoCAD SHX Text

SCALE: 1:200

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text

Ex. EDGE BITUMEN

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

REMOVE EXISTING 'CHEVRON ALIGNMENT MARKER' SIGN AND RETURN SIGN TO COUNCIL DEPOT.

AutoCAD SHX Text

SAW-CUT & REMOVE EXISTING ROAD PAVEMENT, GUARD RAILING & ASPHALT FOOTPATH TO THE EXTENT SHOWN. INCLUDES DISPOSAL OF WASTE MATERIAL OFF SITE.

AutoCAD SHX Text

WARNING: EXISTING SEWER & U/G ELECTRICAL ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

AutoCAD SHX Text

EXISTING 'UNI-DIRECTIONAL HAZARD MARKER' SIGN TO REMAIN. .

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

DRIVE

MITCHELLSTREET

MONASH

MONASH DRIVE

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

STAGE 1: PROPOSED LAYOUT

PART PLANS 1 & 2

18009_SD05

T1

05 of 20

18009_SD01-20.dwg

1:200

2.0 4 8

RH AUG 21

BC AUG 21

FOR TENDER



BEWARE OF EXISTING

NOTE !






WARNING

LEGEND

RE

FE

R P

LA

N 2

(B

ELO

W LE

FT

) F

OR

C

ON

TIN

UA

TIO

N

RE

FE

R P

LA

N 1 (A

BO

VE

R

IG

HT

) F

OR

C

ON

TIN

UA

TIO

N

RE

FE

R P

LA

N 3 (O

N D

WG

S

D06) F

OR

C

ON

TIN

UA

TIO

N

1

2

Ex.1

Ex.2

Ex.6





WARNING

50

40

km/h

1

5

3

·····

6

PART PLAN 1


PART PLAN 2

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

A0.00

AutoCAD SHX Text

A20.00

AutoCAD SHX Text

A40.00

AutoCAD SHX Text

A60.00

AutoCAD SHX Text

A80.00

AutoCAD SHX Text

A100.00

AutoCAD SHX Text

A120.00

AutoCAD SHX Text

CH0.00

AutoCAD SHX Text

CH20.00

AutoCAD SHX Text

CH40.00

AutoCAD SHX Text

CH60.00

AutoCAD SHX Text

CH80.00

AutoCAD SHX Text

CH100.00

AutoCAD SHX Text

CH120.00

AutoCAD SHX Text

B0.00

AutoCAD SHX Text

B10.00

AutoCAD SHX Text

B20.00

AutoCAD SHX Text

B30.00

AutoCAD SHX Text

B40.00

AutoCAD SHX Text

B50.00

AutoCAD SHX Text

B60.00

AutoCAD SHX Text

B70.00

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.20

AutoCAD SHX Text

69.20

AutoCAD SHX Text

69.30

AutoCAD SHX Text

69.40

AutoCAD SHX Text

69.30

AutoCAD SHX Text

69.50

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

A120.00

AutoCAD SHX Text

A140.00

AutoCAD SHX Text

A160.00

AutoCAD SHX Text

A180.00

AutoCAD SHX Text

A200.00

AutoCAD SHX Text

A220.00

AutoCAD SHX Text

A240.00

AutoCAD SHX Text

A260.00

AutoCAD SHX Text

CH120.00

AutoCAD SHX Text

CH140.00

AutoCAD SHX Text

CH160.00

AutoCAD SHX Text

CH180.00

AutoCAD SHX Text

CH200.00

AutoCAD SHX Text

CH220.00

AutoCAD SHX Text

CH240.00

AutoCAD SHX Text

CH260.00

AutoCAD SHX Text

B70.00

AutoCAD SHX Text

B80.00

AutoCAD SHX Text

B90.00

AutoCAD SHX Text

B100.00

AutoCAD SHX Text

B110.00

AutoCAD SHX Text

B120.00

AutoCAD SHX Text

B130.00

AutoCAD SHX Text

B140.00

AutoCAD SHX Text

B150.00

AutoCAD SHX Text

B160.00

AutoCAD SHX Text

B170.00

AutoCAD SHX Text

B180.00

AutoCAD SHX Text

B190.00

AutoCAD SHX Text

B200.00

AutoCAD SHX Text

B210.00

AutoCAD SHX Text

B220.00

AutoCAD SHX Text

B230.00

AutoCAD SHX Text

B132.58

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.60

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.90

AutoCAD SHX Text

68.90

AutoCAD SHX Text

68.90

AutoCAD SHX Text

69.00

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.20

AutoCAD SHX Text

69.20

AutoCAD SHX Text

69.30

AutoCAD SHX Text

69.40

AutoCAD SHX Text

69.50

AutoCAD SHX Text

69.60

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.20

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.00

AutoCAD SHX Text

69.00

AutoCAD SHX Text

68.90

AutoCAD SHX Text

68.90

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.60

AutoCAD SHX Text

68.60

AutoCAD SHX Text

68.50

AutoCAD SHX Text

N (APPROX)

AutoCAD SHX Text

SCALE: 1:200

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

BOTTOM OF BANK (BB)

AutoCAD SHX Text

TOP OF BANK (TB)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TELECOMMUNICATIONS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

TITLE

AutoCAD SHX Text


AutoCAD SHX Text

EDGE OF SEAL

AutoCAD SHX Text

SIGN POST

AutoCAD SHX Text

REF MARK-GENERAL

AutoCAD SHX Text

STEEP BATTER / BANK

AutoCAD SHX Text

CHANGE OF GRADE (CG)

AutoCAD SHX Text

EDGE OF TRACK

AutoCAD SHX Text


AutoCAD SHX Text

M

AutoCAD SHX Text

FP

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

S

AutoCAD SHX Text


AutoCAD SHX Text

STORMWATER PIT

AutoCAD SHX Text

SV

AutoCAD SHX Text

KERB & CHANNEL

AutoCAD SHX Text


AutoCAD SHX Text

W-TAPPING

AutoCAD SHX Text


AutoCAD SHX Text

TREE/SHRUB

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (2m)

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

WARNING: EXISTING U/G POWER & SEWER RISING MAIN ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (3m)

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

2.0m WIDE CONCRETE FOOTPATH

AutoCAD SHX Text


AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text


AutoCAD SHX Text

Ex. TIMBER BOARDWALK

AutoCAD SHX Text

Ex. B2 KERB

AutoCAD SHX Text

EXISTING BBQ SHELTER

AutoCAD SHX Text

LAYBACK

AutoCAD SHX Text

Ex. CONC. PATH

AutoCAD SHX Text

Ex. CONC. PATH

AutoCAD SHX Text

Ex. ASPHALT PATH

AutoCAD SHX Text

Ex. CONC. DWY

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

BUS PARKING ONLY

AutoCAD SHX Text

BUS PARKING ONLY

AutoCAD SHX Text

Ex. ASPHALT PATH

AutoCAD SHX Text

POST OFFICE

AutoCAD SHX Text

PARAGON CAFE

AutoCAD SHX Text

Ex. SHED

AutoCAD SHX Text

Ex. SEP

AutoCAD SHX Text

Ex. 600RCP

AutoCAD SHX Text

Ex. 600 RCP

AutoCAD SHX Text

EXISTING JUNCTION PIT

AutoCAD SHX Text

Ex. 600RCP

AutoCAD SHX Text

IL68.96

AutoCAD SHX Text

IL69.36

AutoCAD SHX Text

IL67.43

AutoCAD SHX Text

IL67.43

AutoCAD SHX Text

IL67.45

AutoCAD SHX Text

Ex. 300RIB POLY

AutoCAD SHX Text

'PS GEM'

AutoCAD SHX Text

Ex. GARDEN BED

AutoCAD SHX Text

IL68.23

AutoCAD SHX Text

IL67.87

AutoCAD SHX Text

REFER ENLARGEMENT ON DWG SD06

AutoCAD SHX Text

WARNING: EXISTING SEWER RISING MAIN ASSETS IN VICINITY. DEPTH AND ALIGNMENT TO BE CONFIRMED PRIOR TO COMMENCEMENT OF WORKS.

AutoCAD SHX Text

R

AutoCAD SHX Text

RELOCATE EXISTING '50km/h' SIGNAGE. INSTALLATION TO BE IN ACCORDANCE WITH AS1742.2.

AutoCAD SHX Text

TAPER SAW-CUT / PAVEMENT TIE IN LINE OVER MIN. 2m

AutoCAD SHX Text

R

AutoCAD SHX Text

RELOCATE EXISTING 'REVERSE CURVE' & '40km/h ADVISORY SPEED WARNING' SIGNAGE. INSTALLATION TO BE IN ACCORDANCE WITH AS1742.2.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

600 RCPRRJ

AutoCAD SHX Text

PROPOSED BOLLARD LIGHTING. (DESIGN AND INSTALLATION BY OTHERS)

AutoCAD SHX Text

INSTALL NEW 'BUS ZONE' PARKING USER LIMITATION SIGNAGE. INSTALLATION TO BE IN ACCORDANCE WITH AS1742.2.

AutoCAD SHX Text


AutoCAD SHX Text

BUS

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

BUS

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

ROAD CENTRELINE

AutoCAD SHX Text

KERB AND CHANNEL

AutoCAD SHX Text

STORMWATER PIT / PIPE

AutoCAD SHX Text

VEHICLE CROSSING LAYBACK / WIDTH

AutoCAD SHX Text

STORMWATER PIT NO.

AutoCAD SHX Text

(REFER DETAIL ON DWG SD19)

AutoCAD SHX Text

7m

AutoCAD SHX Text

ROAD CENTRELINE CHAINAGE

AutoCAD SHX Text

CH250.00

AutoCAD SHX Text

LIP OF KERB CHAINAGE

AutoCAD SHX Text

A50.00

AutoCAD SHX Text

CUT/FILL BATTER LINE

AutoCAD SHX Text

SAWCUT LINE (DISTANCE FROM LIP OF KERB)

AutoCAD SHX Text

ASPHALT PAVEMENT AREA

AutoCAD SHX Text


AutoCAD SHX Text

BOLLARD LIGHTING (BY OTHERS)

AutoCAD SHX Text

KERB AND CHANNEL (FUTURE STAGE)

AutoCAD SHX Text

114.20

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

FINISHED SURFACE LEVEL

AutoCAD SHX Text

FS91.76

AutoCAD SHX Text

EXISTING PAVEMENT AREA

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(FUTURE STAGE)

AutoCAD SHX Text

375 RCP RRJ(CL4) @ 1:300.

AutoCAD SHX Text

CONSTRUCT NEW SIDE ENTRY PIT. REFER PIT SCHEDULE ON DWG SD17.

AutoCAD SHX Text

375 RCPRRJ (CL4)

AutoCAD SHX Text

IL67.57

AutoCAD SHX Text

IL67.59

AutoCAD SHX Text

SEP

AutoCAD SHX Text

375 RCP RRJ (CL4) @ 1:300. STUBPIPE BLANKED & SEALED FOR FUTURE CONNECTION IN STAGE 2

AutoCAD SHX Text

IL67.89

AutoCAD SHX Text

CONSTRUCT NEW JUNCTION PIT. PIT TO BE CONVERTED TO SIDE ENTRY PIT DURING STAGE 2 WORKS. REFER PIT SCHEDULE ON DWG SD17.REFER PIT SCHEDULE ON DWG SD17.

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

CAR PARKING NOTES: SPACE CLASSIFICATION - MEDIUM TURNOVER (TABLE 2.2, AS2890.5): GENERALLY MORE THAN 2HR PARKING BUT LESS THAN FULL DAY. FRONT DOOR OPENED TO SECOND STOP STANDARD CAR SPACES AT 45° ANGLE.CAR PARKING ALLOWING 600mm OVERHANG FROM BARRIER KERB (WHERE APPLICABLE).

AutoCAD SHX Text

TRANSITION KERB NEATLY INTO M2 PROFILE.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CONTRACTOR TO LOCALLY SHAPE/FLATTEN BATTERS AT MAX. 1in10 ADJACENT TO CARPARK OVERHANG ZONE FOR A DISTANCE OF 1m FROM BACK OF KERB.

AutoCAD SHX Text

SEP

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. GATE

AutoCAD SHX Text

Ex. FENCE

AutoCAD SHX Text

Ex. GATE

AutoCAD SHX Text

CONSTRUCT NEW SIDE ENTRY PIT. REFER PIT SCHEDULE ON DWG SD17.

AutoCAD SHX Text

IL67.63

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

MATCH PROPOSED KERB & FOOTPATH INTO EXISTING LEVELS.

AutoCAD SHX Text

STAGE 2

AutoCAD SHX Text

SCALE: 1:200

AutoCAD SHX Text

EXISTING SEWER MANHOLE LID TO BE REPLACED WITH CLASS 'D' GATIC LID. LID TO MATCH PROPOSED FOOTPATH LEVELS & SLOPE.

AutoCAD SHX Text

REPLACE EXISTING PROPERTY SERVICE DRAIN AND B2 KERB ADAPTOR. APPROX. 4m LENGTH.

AutoCAD SHX Text

EXISTING SEWER MANHOLE LID TO BE REPLACED WITH CLASS 'D' GATIC LID. LID TO MATCH PROPOSED FOOTPATH LEVELS & SLOPE.

AutoCAD SHX Text

PERMEABLE PAVING AREA

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

REFER TYPICAL KERB BLISTER DETAIL ON DWG SD06.

AutoCAD SHX Text

REFER TYPICAL KERB BLISTER DETAIL ON DWG SD06.

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

AutoCAD SHX Text

EXPOSED AGGREGATE CONCRETE FOOTPATH

AutoCAD SHX Text

(REFER DETAILS ON DWG SD19 & 20)

AutoCAD SHX Text

(DARLING MIX)

AutoCAD SHX Text

IL67.55

AutoCAD SHX Text

IL67.55

MONASH

DRIVE

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


PART PLAN 3

18009_SD06

T1

06 of 20

18009_SD01-20.dwg

1:200

2.0 4 8

RH AUG 21

BC AUG 21

FOR TENDER

RE

FE

R P

AR

T P

LA

N 2 (O

N D

WG

S

D05

) F

OR

C

ON

TIN

UA

TIO

N


BEWARE OF EXISTING

NOTE !






WARNING





WARNING


!

RE

FE

R P

AR

T P

LA

N 2 (O

N D

WG

S

D07

) F

OR

C

ON

TIN

UA

TIO

N

Ex.3

Ex.4

Ex.5

ENLARGEMENT PLAN

1

2

1

LEGEND

P

VEHICLES

EXCEEDING

6m IN

LENGTH

ONLY

4

·

·

···

P

VEHICLES

EXCEEDING

6m IN

LENGTH

ONLY


PART PLAN 3

TYPICAL KERB BLISTER DETAIL

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

A280.00

AutoCAD SHX Text

A300.00

AutoCAD SHX Text

A320.00

AutoCAD SHX Text

A340.00

AutoCAD SHX Text

A360.00

AutoCAD SHX Text

A380.00

AutoCAD SHX Text

A400.00

AutoCAD SHX Text

A420.00

AutoCAD SHX Text

CH280.00

AutoCAD SHX Text

CH300.00

AutoCAD SHX Text

CH320.00

AutoCAD SHX Text

CH340.00

AutoCAD SHX Text

CH360.00

AutoCAD SHX Text

CH380.00

AutoCAD SHX Text

CH400.00

AutoCAD SHX Text

CH420.00

AutoCAD SHX Text

A387.11

AutoCAD SHX Text

A345.00

AutoCAD SHX Text

B230.00

AutoCAD SHX Text

B240.00

AutoCAD SHX Text

B250.00

AutoCAD SHX Text

B260.00

AutoCAD SHX Text

B270.00

AutoCAD SHX Text

B280.00

AutoCAD SHX Text

B290.00

AutoCAD SHX Text

B300.00

AutoCAD SHX Text

B330.00

AutoCAD SHX Text

B340.00

AutoCAD SHX Text

B350.00

AutoCAD SHX Text

B360.00

AutoCAD SHX Text

B370.00

AutoCAD SHX Text

68.20

AutoCAD SHX Text

68.30

AutoCAD SHX Text

68.30

AutoCAD SHX Text

68.40

AutoCAD SHX Text

68.40

AutoCAD SHX Text

68.40

AutoCAD SHX Text

68.40

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.60

AutoCAD SHX Text

68.60

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.90

AutoCAD SHX Text

69.00

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.30

AutoCAD SHX Text

69.40

AutoCAD SHX Text

69.50

AutoCAD SHX Text

69.60

AutoCAD SHX Text

69.60

AutoCAD SHX Text

69.70

AutoCAD SHX Text

69.80

AutoCAD SHX Text

70.30

AutoCAD SHX Text

70.50

AutoCAD SHX Text

70.60

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.40

AutoCAD SHX Text

68.30

AutoCAD SHX Text

68.20

AutoCAD SHX Text

68.20

AutoCAD SHX Text

68.30

AutoCAD SHX Text

68.20

AutoCAD SHX Text

68.30

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.90

AutoCAD SHX Text

68.20

AutoCAD SHX Text

69.30

AutoCAD SHX Text

70.00

AutoCAD SHX Text

69.50

AutoCAD SHX Text

67.00

AutoCAD SHX Text

70.00

AutoCAD SHX Text

69.70

AutoCAD SHX Text

B303.39

AutoCAD SHX Text

B328.21

AutoCAD SHX Text

68.60

AutoCAD SHX Text

N (APPROX)

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text


AutoCAD SHX Text

SAW-CUT (2.85m)

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

Ex. SHED

AutoCAD SHX Text

Ex. SHED

AutoCAD SHX Text

IL67.21

AutoCAD SHX Text

IL67.14

AutoCAD SHX Text

IL67.14

AutoCAD SHX Text

Ex. 300 PVC

AutoCAD SHX Text

Ex. 375 RCP

AutoCAD SHX Text

Ex. 375RCP

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1.5m)

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

CARAVAN/LONG VEHICLE PARKING BAYS

AutoCAD SHX Text


AutoCAD SHX Text

REPLACE EXISTING SIDE ENTRY PIT (PIT Ex.3) WITH DUAL LID GRATED TOP ENTRY PIT. REFER PIT SCHEDULE ON DWG SD17.

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text

INSTALL NEW JUNCTION PIT INLINE WITH EXISTING 600RCP PIEPWORK. REFER PIT SCHEDULE & DETAILS ON DWG SD17 & 18.

AutoCAD SHX Text


AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text


AutoCAD SHX Text

EXISTING BBQ SHELTER (FFL69.55)

AutoCAD SHX Text

ROCK SEATING / LANDSCAPE FEATURE AROUND EXISTING TREE. REFER SEPARATE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS.

AutoCAD SHX Text

LAYBACK

AutoCAD SHX Text

DOWELL CONCRETE APRON/PATH INTO EXISTING BBQ SHELTER CONCRETE SLAB. REFER TYPICAL JOINT DETAILS ON DWG SD20.

AutoCAD SHX Text

Ex. 600 RCP

AutoCAD SHX Text

600 RCPRRJ

AutoCAD SHX Text

FS69.31

AutoCAD SHX Text

IL67.55

AutoCAD SHX Text

IL67.45

AutoCAD SHX Text

FS69.38

AutoCAD SHX Text

FS69.55

AutoCAD SHX Text

FS69.35

AutoCAD SHX Text

FS69.31

AutoCAD SHX Text

FS69.31

AutoCAD SHX Text

FS69.23

AutoCAD SHX Text

FS69.23

AutoCAD SHX Text

FS69.35

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

Ex. BINS

AutoCAD SHX Text

FS69.42

AutoCAD SHX Text

FS69.36

AutoCAD SHX Text

FS69.33

AutoCAD SHX Text

FS69.31

AutoCAD SHX Text

IL67.55

AutoCAD SHX Text

B3 KERB

AutoCAD SHX Text

LAYBACK

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text

B2 TO M2/B3 KERB TRANSITION

AutoCAD SHX Text

INSTALL NEW GRATED TOP ENTRY PIT TO SUIT M2 KERB PROFILE. REFER PIT SCHEDULE AND DETAILS ON DWG SD17 & 18.

AutoCAD SHX Text

MODIFY EXISTING FIRE PLUG COVER HEIGHT TO SUIT PROPOSED CONCRETE APRON FINISHED LEVELS. RELOCATE EXISTING MARKER POST TO SUIT. ALL WORKS TO BE COMPLETED TO LOWER MURRAY WATER SATISFACTION.

AutoCAD SHX Text

Ex. GTEP

AutoCAD SHX Text

CONSTRUCT PEDESTRIAN CROSSING LAYBACK & RAMP. REFER DETAIL ON DWG SD19.

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

ROAD CENTRELINE

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KERB AND CHANNEL

AutoCAD SHX Text


AutoCAD SHX Text

STORMWATER PIT NO.

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AutoCAD SHX Text

7m

AutoCAD SHX Text


AutoCAD SHX Text

CH250.00

AutoCAD SHX Text


AutoCAD SHX Text

A50.00

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

GARDEN BED

AutoCAD SHX Text

FS69.05

AutoCAD SHX Text

FS69.04

AutoCAD SHX Text

FS69.29

AutoCAD SHX Text

FS69.33

AutoCAD SHX Text

FS69.28

AutoCAD SHX Text

FS69.40

AutoCAD SHX Text

FS69.55

AutoCAD SHX Text

FS69.45

AutoCAD SHX Text

FS69.45

AutoCAD SHX Text

FS69.45

AutoCAD SHX Text

STEP RAMP (MAX 1in10)

AutoCAD SHX Text

CONSTRUCT STEP RAMP WITH OPEN GALVANISED BALUSTRADE AND KERB RAIL IN ACCORDANCE WITH AS1428.1.

AutoCAD SHX Text

GARDEN BED

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GARDEN BED

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AutoCAD SHX Text


AutoCAD SHX Text

2% (MAX)

AutoCAD SHX Text

2% (MAX)

AutoCAD SHX Text

MAX 1in8

AutoCAD SHX Text

2% (MAX)

AutoCAD SHX Text

114.20

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text


AutoCAD SHX Text

FS91.76

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

BOTTOM OF BANK (BB)

AutoCAD SHX Text

TOP OF BANK (TB)

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AutoCAD SHX Text


AutoCAD SHX Text

TELECOMMUNICATIONS

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GATE

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FENCE

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TITLE

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AutoCAD SHX Text

EDGE OF SEAL

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SIGN POST

AutoCAD SHX Text

REF MARK-GENERAL

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STEEP BATTER / BANK

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AutoCAD SHX Text

EDGE OF TRACK

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AutoCAD SHX Text

M

AutoCAD SHX Text

FP

AutoCAD SHX Text

SEWER MANHOLE

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S

AutoCAD SHX Text


AutoCAD SHX Text

STORMWATER PIT

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SV

AutoCAD SHX Text

KERB & CHANNEL

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AutoCAD SHX Text

W-TAPPING

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AutoCAD SHX Text

TREE/SHRUB

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AutoCAD SHX Text


AutoCAD SHX Text

BUS

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ZONE

AutoCAD SHX Text

INSTALL NEW 'SPECIAL USER LIMITATION' SIGNAGE. INSTALLATION TO BE IN ACCORDANCE WITH AS1742.2 & AS1742.11.

AutoCAD SHX Text

INSTALL NEW 'SPECIAL USER LIMITATION' SIGNAGE. INSTALLATION TO BE IN ACCORDANCE WITH AS1742.2 & AS1742.11.

AutoCAD SHX Text

CONSTRUCT NEW JUNCTION PIT WITH CLASS 'D' TRAFFICABLE LID FOR DRAINAGE EXTENSION. REFER PIT REFER PIT SCHEDULE ON DWG SD17.

AutoCAD SHX Text

JP

AutoCAD SHX Text

375 RCP RRJ (CL4) @ 1:300

AutoCAD SHX Text

IL67.23

AutoCAD SHX Text

GTEP

AutoCAD SHX Text

IL67.36

AutoCAD SHX Text

IL67.38

AutoCAD SHX Text

375 RCP RRJ(CL4) @ 1:300

AutoCAD SHX Text


AutoCAD SHX Text

JP

AutoCAD SHX Text

GTEP

AutoCAD SHX Text

CAR PARKING NOTES: SPACE CLASSIFICATION - MEDIUM TURNOVER (TABLE 2.2, AS2890.5): GENERALLY MORE THAN 2HR PARKING BUT LESS THAN FULL DAY. FRONT DOOR OPENED TO SECOND STOP STANDARD CAR SPACES AT 45° ANGLE.CAR PARKING ALLOWING 600mm OVERHANG FROM BARRIER KERB (WHERE APPLICABLE).

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

IL66.15

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IL66.21

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CONTRACTOR TO LOCALLY SHAPE/FLATTEN BATTERS TO A MAXIMUM OF 10% ADJACENT TO CARPARK OVERHANG ZONE FOR A DISTANCE OF 1m FROM BACK OF KERB.

AutoCAD SHX Text

SCALE: 1:200

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

M2 KERB

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SEAT

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AutoCAD SHX Text

GRAVEL DRIVEWAY & PEDESTRIAN ACCESS. INTERFACE WITH EXISTING GRAVEL SURFACES WITH MIN. 150mm THICKNESS COMPACTED CLASS 3 FCR.

AutoCAD SHX Text

ROAD SAFTEY BARRIER

AutoCAD SHX Text

GTEP

AutoCAD SHX Text

IL67.05

AutoCAD SHX Text

B2 KERB

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'GATIC' OR APPROVED EQUAL CLASS 'D', BOLT DOWN, CAST IRON TRENCH GRATE INSET INTO KERB - 300mm WIDTH x LENGTH TO SUIT BLISTER. (WHERE REQUIRED)

AutoCAD SHX Text

R0.2m

AutoCAD SHX Text

R0.2m

AutoCAD SHX Text

R0.2m

AutoCAD SHX Text

SAW-CUT LINE

AutoCAD SHX Text

SAW-CUT LINE

AutoCAD SHX Text

PERMEABLE PAVING AREA

AutoCAD SHX Text

GRAVEL AREA (CLASS 3 FCR)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

REPLACE EXISTING JUNCTION PIT (PIT Ex.5) LID WITH 1200x900 GRATED TOP ENTRY PIT WITH SLOPED LID. GRATED LID LEVEL TO BE LOWERED BELOW ADJACENT KERB INVERT LEVEL.

AutoCAD SHX Text

EXISTING CONCRETE DROP-OFF/LOADING BAY TO BE RETAINED.

AutoCAD SHX Text

GRATE TO ALLOW STORMWATER FLOWS THROUGH BLISTER ISLAND.

AutoCAD SHX Text

Ex. CONCRETE PARKING AREA

AutoCAD SHX Text

Ex. GRAVEL DWY

AutoCAD SHX Text

Ex. M2 KERB

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

MATCH AND TRANSITION PROPOSED KERB INTO EXISTING KERB LEVELS.

AutoCAD SHX Text

SAW-CUT

AutoCAD SHX Text


AutoCAD SHX Text

Ex. GRAVEL PATH

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

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FOR TENDER

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RH

AutoCAD SHX Text

B1 KERB

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(DARLING MIX)

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MIN. 200mm THICKNESS PATTERNED/COLORED CONCRETE PAVEMENT TO MATCH ADJACENT PARKING BAY SURFACE. DOWEL PAVEMENT INTO SURROUNDING CONCRETE PAVEMENT & KERB.

LITTLE MURRAYRIVER

MONASHDRIVE

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


PART PLAN 4

18009_SD07

T1

07 of 20

18009_SD01-20.dwg

1:200

2.0 4 8

RH AUG 21

BC AUG 21

FOR TENDER

RE

FE

R P

AR

T P

LA

N 3 (O

N D

WG

S

D0

6) F

OR

C

ON

TIN

UA

TIO

N


BEWARE OF EXISTING

NOTE !






WARNING





WARNING


!

LEGEND

1


PART PLAN 4

TYPICAL W-BEAM ROAD SAFTEY BARRIER DETAIL

(TENDER OPTION 2)

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

CONT LINE

AutoCAD SHX Text

A420.00

AutoCAD SHX Text

A440.00

AutoCAD SHX Text

A460.00

AutoCAD SHX Text

A476.62

AutoCAD SHX Text

CH420.00

AutoCAD SHX Text

CH440.00

AutoCAD SHX Text

CH460.00

AutoCAD SHX Text

CH477.46

AutoCAD SHX Text

A441.40

AutoCAD SHX Text

B380.00

AutoCAD SHX Text

B390.00

AutoCAD SHX Text

B400.00

AutoCAD SHX Text

B410.00

AutoCAD SHX Text

B420.00

AutoCAD SHX Text

B430.00

AutoCAD SHX Text

B436.36

AutoCAD SHX Text

71.20

AutoCAD SHX Text

71.10

AutoCAD SHX Text

71.70

AutoCAD SHX Text

71.80

AutoCAD SHX Text

71.90

AutoCAD SHX Text

72.00

AutoCAD SHX Text

71.30

AutoCAD SHX Text

71.50

AutoCAD SHX Text

71.80

AutoCAD SHX Text

71.60

AutoCAD SHX Text

N (APPROX)

AutoCAD SHX Text

Ex. CONCRETE PATH

AutoCAD SHX Text

Ex. EDGE BITUMEN

AutoCAD SHX Text

YAMAGATA JAPANESE GARDEN

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AutoCAD SHX Text

Ex. EDGE BITUMEN

AutoCAD SHX Text

Ex. CONCRETE PATH

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOE BANK

AutoCAD SHX Text

Ex. TOE BANK

AutoCAD SHX Text

RAIL TURNTABLE

AutoCAD SHX Text

PROPOSED FUTURE TIMBER VIEWING PLATFORM.

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

SAW-CUT (1.5m)

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

BOTTOM OF BANK (BB)

AutoCAD SHX Text

TOP OF BANK (TB)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TELECOMMUNICATIONS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

TITLE

AutoCAD SHX Text


AutoCAD SHX Text

EDGE OF SEAL

AutoCAD SHX Text

SIGN POST

AutoCAD SHX Text

REF MARK-GENERAL

AutoCAD SHX Text

STEEP BATTER / BANK

AutoCAD SHX Text


AutoCAD SHX Text

EDGE OF TRACK

AutoCAD SHX Text


AutoCAD SHX Text

M

AutoCAD SHX Text

FP

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

S

AutoCAD SHX Text


AutoCAD SHX Text

STORMWATER PIT

AutoCAD SHX Text

SV

AutoCAD SHX Text

KERB & CHANNEL

AutoCAD SHX Text


AutoCAD SHX Text

W-TAPPING

AutoCAD SHX Text


AutoCAD SHX Text

TREE/SHRUB

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED

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ROAD CENTRELINE

AutoCAD SHX Text

KERB AND CHANNEL

AutoCAD SHX Text


AutoCAD SHX Text

STORMWATER PIT NO.

AutoCAD SHX Text


AutoCAD SHX Text

7m

AutoCAD SHX Text


AutoCAD SHX Text

CH250.00

AutoCAD SHX Text


AutoCAD SHX Text

A50.00

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

KERB AND CHANNEL (FUTURE STAGE)

AutoCAD SHX Text

114.20

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text


AutoCAD SHX Text

FS91.76

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(FUTURE STAGE)

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SCALE: 1:200

AutoCAD SHX Text

SAW-CUT (1m)

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B2 KERB

AutoCAD SHX Text

B2 KERB

AutoCAD SHX Text

SAW-CUT (1m)

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

MATCH FOOTPATH INTO PROPOSED BOARDWALK FOOTPATH LANDING LEVELS.

AutoCAD SHX Text

Ex. TOP BANK

AutoCAD SHX Text

ROAD SAFTEY BARRIER

AutoCAD SHX Text


AutoCAD SHX Text

ROAD SAFETY BARRIER TENDER OPTION 1: CONTRACTOR TO INSTALL 'MARGARITELLI' AESTHETIC TIMBER CLADDED SAFETY BARRIER SUPPLIED BY 'AUSTRALIAN CONSTRUCTION' PRODUCTS (OR APPROVED EQUAL). APPROXIMATE 90m (EXCLUDING END TERMINALS). SUPPLY AND INSTALL DROP-DOWN TYPE END TERMINALS. TENDER OPTION 2: CONTRACTOR TO INSTALL W-BEAM TYPE BARRIER APPROVED AND TESTED IN ACCORDANCE WITH AS/NZS3845-1999. BARRIER INSTALLED MINIMUM 0.5m OFFSET FROM EDGE OF TRAFFIC LANE (INVERT OF KERB). LENGTH APPROXIMATELY 90m (EXCLUDING END TERMINALS). INCLUDES COUNCIL APPROVED END TERMINALS. REFER STANDARD DETAIL, NOTES AND VICROADS STANDARD DRAWINGS. NOTE: SAFETY BARRIERS HAVE BEEN DESIGNED FOR TENDERING PURPOSES ONLY AND APPROXIMATE LENGTHS / ALIGNMENTS PROVIDED ONLY. IT IS THE INSTALLERS RESPONSIBILITY TO PROVIDE FINAL CONSTRUCTION DETAILS, LENGTHS AND ALIGNMENTS BASED ON SPECIFIC PRODUCT MANUFACTURES GUIDELINES.

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

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AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

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T1

AutoCAD SHX Text

21.10.21

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FOR TENDER

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RH

AutoCAD SHX Text

SCALE: N.T.S.

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RIGID STEEL POST DRIVEN INTO GROUND TO REQUIRED DEPTH AS PER VICROADS REQUIREMENTS & STANDARD DRAWINGS

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FINISHED LEVEL

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BLOCKOUT SUPPORT

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W-BEAM

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FOOTING INSTALLATION DEPTHS TO BE IN ACCORDANCE WITH MANUFACTURES SPECIFIC REQUIREMENTS AND FOR THE RELEVANT SOIL CHARACTERISTICS

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MOTORCYCLE FRIENDLY FRANGIBLE RED/WHITE REFLECTIVE DELINEATER.

AutoCAD SHX Text

GENERAL NOTES: 1. W-BEAM ROAD SAFETY BARRIER TO BE VICROADS APPROVED PROPRIETARY PRODUCT. W-BEAM ROAD SAFETY BARRIER TO BE VICROADS APPROVED PROPRIETARY PRODUCT. REFER VICROADS STANDARD DRAWINGS SD3511 & SD3521. 2. GUARD SYSTEMS SHALL BE TERMINATED WITH A SWAN HILL RURAL CITY COUNCIL & GUARD SYSTEMS SHALL BE TERMINATED WITH A SWAN HILL RURAL CITY COUNCIL & VICROADS APPROVED APPROACH / TRAILING TERMINALS. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND RELEVANT VICROADS STANDARDS.

AutoCAD SHX Text

WARNING: W-BEAM GUARD FENCE TYPE SAFETY BARRIERS HAVE BEEN DESIGNED FOR TENDERING PURPOSES ONLY AND APPROXIMATE LENGTHS / ALIGNMENTS IT IS THE INSTALLERS RESPONSIBILITY TO PROVIDE FINAL CONSTRUCTION DETAILS, LENGTHS AND ALIGNMENTS BASED ON SPECIFIC PRODUCT MANUFACTURES GUIDELINES.

AutoCAD SHX Text

PROPOSED B2 KERB

AutoCAD SHX Text

W-BEAM OFFSET (0.5m)

AutoCAD SHX Text

LINE OF KERB

AutoCAD SHX Text

LIP OF KERB

AutoCAD SHX Text

NOTE: INSTALLATION TO BE IN ACCORDANCE WITH INSTALLATION TO BE IN ACCORDANCE WITH VICROADS STANDARD DRAWING SD3502.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(DARLING MIX)

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

KERB LONGITUDINAL SECTIONS

LINE A - PART 1

18009_SD10

T1

10 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

LIP OF KERB LONGITUDINAL SECTION 1

LEGEND

(LINE A)


(LINE A)

AutoCAD SHX Text

HORIZ. 1 : 250

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10.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

VERT. 1 : 25

AutoCAD SHX Text

0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

SCALE OF METRES

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4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

0

AutoCAD SHX Text

0.25

AutoCAD SHX Text

EXISTING SURFACE

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DESIGN SURFACE

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HORIZ. 1 : 250

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10.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

VERT. 1 : 25

AutoCAD SHX Text

0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

SCALE OF METRES

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4.0

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2.0

AutoCAD SHX Text

0

AutoCAD SHX Text

0.25

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CH125.548m

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R.L.69.111m

AutoCAD SHX Text

Crest

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VIP R.L.69.394

AutoCAD SHX Text

VIP R.L.69.225

AutoCAD SHX Text

VIP R.L.68.998

AutoCAD SHX Text

VIP R.L.69.137

AutoCAD SHX Text

VIP R.L.69.031

AutoCAD SHX Text

HCP

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HCP

AutoCAD SHX Text

HCP

AutoCAD SHX Text

VTP

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VTP

AutoCAD SHX Text

-2.686%

AutoCAD SHX Text

-1.323%

AutoCAD SHX Text

-0.333%

AutoCAD SHX Text

0.353%

AutoCAD SHX Text

-0.351%

AutoCAD SHX Text

-0.396%

AutoCAD SHX Text

DESIGN GRADELINE

AutoCAD SHX Text

30.00m V.C.

AutoCAD SHX Text

VERTICAL GEOMETRY

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R15m

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HORIZONTAL GEOMETRY

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0

AutoCAD SHX Text

69.52

AutoCAD SHX Text

69.52

AutoCAD SHX Text

0.47

AutoCAD SHX Text

69.51

AutoCAD SHX Text

69.51

AutoCAD SHX Text

4.85

AutoCAD SHX Text

69.4

AutoCAD SHX Text

69.39

AutoCAD SHX Text

7.58

AutoCAD SHX Text

69.37

AutoCAD SHX Text

69.36

AutoCAD SHX Text

10

AutoCAD SHX Text

69.34

AutoCAD SHX Text

69.33

AutoCAD SHX Text

17.66

AutoCAD SHX Text

69.24

AutoCAD SHX Text

69.22

AutoCAD SHX Text

20

AutoCAD SHX Text

69.21

AutoCAD SHX Text

69.22

AutoCAD SHX Text

30

AutoCAD SHX Text

69.19

AutoCAD SHX Text

69.18

AutoCAD SHX Text

40

AutoCAD SHX Text

69.17

AutoCAD SHX Text

69.15

AutoCAD SHX Text

50

AutoCAD SHX Text

69.16

AutoCAD SHX Text

69.12

AutoCAD SHX Text

56.03

AutoCAD SHX Text

69.16

AutoCAD SHX Text

69.1

AutoCAD SHX Text

60

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.08

AutoCAD SHX Text

70

AutoCAD SHX Text

69.1

AutoCAD SHX Text

69.05

AutoCAD SHX Text

70.98

AutoCAD SHX Text

69.1

AutoCAD SHX Text

69.05

AutoCAD SHX Text

80

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.02

AutoCAD SHX Text

85.91

AutoCAD SHX Text

69.05

AutoCAD SHX Text

69

AutoCAD SHX Text

90

AutoCAD SHX Text

69.04

AutoCAD SHX Text

69.01

AutoCAD SHX Text

100

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.05

AutoCAD SHX Text

110

AutoCAD SHX Text

69.11

AutoCAD SHX Text

69.08

AutoCAD SHX Text

110.5

AutoCAD SHX Text

69.11

AutoCAD SHX Text

69.08

AutoCAD SHX Text

120

AutoCAD SHX Text

69.13

AutoCAD SHX Text

69.11

AutoCAD SHX Text

125.5

AutoCAD SHX Text

69.13

AutoCAD SHX Text

69.11

AutoCAD SHX Text

130

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.11

AutoCAD SHX Text

140

AutoCAD SHX Text

69.1

AutoCAD SHX Text

69.09

AutoCAD SHX Text

140.5

AutoCAD SHX Text

69.1

AutoCAD SHX Text

69.08

AutoCAD SHX Text

150

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.05

AutoCAD SHX Text

155.82

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.03

AutoCAD SHX Text

160

AutoCAD SHX Text

69.04

AutoCAD SHX Text

69.01

AutoCAD SHX Text

170

AutoCAD SHX Text

69.01

AutoCAD SHX Text

68.98

AutoCAD SHX Text

180

AutoCAD SHX Text

68.97

AutoCAD SHX Text

68.94

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DATUM 67.0

AutoCAD SHX Text

LIMIT OF WORKS

AutoCAD SHX Text

SIDE ENTRY PIT (No. 2)

AutoCAD SHX Text

VIP R.L.68.778

AutoCAD SHX Text

VIP R.L.68.722

AutoCAD SHX Text

VIP R.L.68.681

AutoCAD SHX Text

VIP R.L.68.623

AutoCAD SHX Text

VIP R.L.68.505

AutoCAD SHX Text

VIP R.L.68.417

AutoCAD SHX Text

VIP R.L.68.148

AutoCAD SHX Text

HCP

AutoCAD SHX Text

VTP

AutoCAD SHX Text

VTP

AutoCAD SHX Text

-0.396%

AutoCAD SHX Text

-0.333%

AutoCAD SHX Text

-0.398%

AutoCAD SHX Text

-0.720%

AutoCAD SHX Text

-1.611%

AutoCAD SHX Text

-0.936%

AutoCAD SHX Text

-0.333%

AutoCAD SHX Text

-0.334%

AutoCAD SHX Text

-0.398%

AutoCAD SHX Text

DESIGN GRADELINE

AutoCAD SHX Text

R3661.76m

AutoCAD SHX Text

R216.4m

AutoCAD SHX Text

HORIZONTAL GEOMETRY

AutoCAD SHX Text

180

AutoCAD SHX Text

68.97

AutoCAD SHX Text

68.94

AutoCAD SHX Text

190

AutoCAD SHX Text

68.93

AutoCAD SHX Text

68.9

AutoCAD SHX Text

200

AutoCAD SHX Text

68.88

AutoCAD SHX Text

68.86

AutoCAD SHX Text

210

AutoCAD SHX Text

68.84

AutoCAD SHX Text

68.82

AutoCAD SHX Text

219.91

AutoCAD SHX Text

68.79

AutoCAD SHX Text

68.78

AutoCAD SHX Text

220

AutoCAD SHX Text

68.79

AutoCAD SHX Text

68.78

AutoCAD SHX Text

230

AutoCAD SHX Text

68.76

AutoCAD SHX Text

68.74

AutoCAD SHX Text

236.49

AutoCAD SHX Text

68.73

AutoCAD SHX Text

68.72

AutoCAD SHX Text

240

AutoCAD SHX Text

68.72

AutoCAD SHX Text

68.71

AutoCAD SHX Text

246.87

AutoCAD SHX Text

68.69

AutoCAD SHX Text

68.68

AutoCAD SHX Text

250

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.66

AutoCAD SHX Text

254.86

AutoCAD SHX Text

68.63

AutoCAD SHX Text

68.62

AutoCAD SHX Text

260

AutoCAD SHX Text

68.61

AutoCAD SHX Text

68.54

AutoCAD SHX Text

262.21

AutoCAD SHX Text

68.57

AutoCAD SHX Text

68.5

AutoCAD SHX Text

270

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.43

AutoCAD SHX Text

271.66

AutoCAD SHX Text

68.89

AutoCAD SHX Text

68.42

AutoCAD SHX Text

280

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.39

AutoCAD SHX Text

284.42

AutoCAD SHX Text

68.85

AutoCAD SHX Text

68.37

AutoCAD SHX Text

290

AutoCAD SHX Text

68.84

AutoCAD SHX Text

68.36

AutoCAD SHX Text

292.61

AutoCAD SHX Text

68.83

AutoCAD SHX Text

68.35

AutoCAD SHX Text

300

AutoCAD SHX Text

68.75

AutoCAD SHX Text

68.32

AutoCAD SHX Text

301.73

AutoCAD SHX Text

68.72

AutoCAD SHX Text

68.32

AutoCAD SHX Text

303.68

AutoCAD SHX Text

68.69

AutoCAD SHX Text

68.31

AutoCAD SHX Text

310

AutoCAD SHX Text

68.6

AutoCAD SHX Text

68.29

AutoCAD SHX Text

320

AutoCAD SHX Text

68.58

AutoCAD SHX Text

68.26

AutoCAD SHX Text

330

AutoCAD SHX Text

68.46

AutoCAD SHX Text

68.22

AutoCAD SHX Text

337.7

AutoCAD SHX Text

68.37

AutoCAD SHX Text

68.2

AutoCAD SHX Text

340

AutoCAD SHX Text

68.36

AutoCAD SHX Text

68.19

AutoCAD SHX Text

343.45

AutoCAD SHX Text

68.31

AutoCAD SHX Text

68.18

AutoCAD SHX Text

350

AutoCAD SHX Text

68.18

AutoCAD SHX Text

68.16

AutoCAD SHX Text

352.27

AutoCAD SHX Text

68.17

AutoCAD SHX Text

68.15

AutoCAD SHX Text

360

AutoCAD SHX Text

68.13

AutoCAD SHX Text

68.12

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DATUM 66.0

AutoCAD SHX Text

SIDE ENTRY PIT

AutoCAD SHX Text

STAGE 1 WORKS

AutoCAD SHX Text

STAGE 1 WORKS

AutoCAD SHX Text

(No. Ex.3)

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

AutoCAD SHX Text


AutoCAD SHX Text

SIDE ENTRY

AutoCAD SHX Text

PIT (No. 5)

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


LINE A - PART 2

18009_SD11

T1

11 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER


LEGEND

(LINE A)

AutoCAD SHX Text

HORIZ. 1 : 250

AutoCAD SHX Text

10.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

VERT. 1 : 25

AutoCAD SHX Text

0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

SCALE OF METRES

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

0

AutoCAD SHX Text

0.25

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

VIP R.L.68.116

AutoCAD SHX Text

VIP R.L.68.208

AutoCAD SHX Text

VIP R.L.68.487

AutoCAD SHX Text

VIP R.L.68.878

AutoCAD SHX Text

VIP R.L.70.249

AutoCAD SHX Text

VIP R.L.71.021

AutoCAD SHX Text

HCP

AutoCAD SHX Text

HCP

AutoCAD SHX Text

HCP

AutoCAD SHX Text

VTP

AutoCAD SHX Text

VTP

AutoCAD SHX Text

1.768%

AutoCAD SHX Text

2.786%

AutoCAD SHX Text

3.874%

AutoCAD SHX Text

5.803%

AutoCAD SHX Text

5.003%

AutoCAD SHX Text

1.602%

AutoCAD SHX Text

DESIGN GRADELINE

AutoCAD SHX Text

30.00m V.C.

AutoCAD SHX Text

VERTICAL GEOMETRY

AutoCAD SHX Text

R200m

AutoCAD SHX Text

R96.65m

AutoCAD SHX Text

HORIZONTAL GEOMETRY

AutoCAD SHX Text

360

AutoCAD SHX Text

68.13

AutoCAD SHX Text

68.12

AutoCAD SHX Text

365.53

AutoCAD SHX Text

68.26

AutoCAD SHX Text

68.21

AutoCAD SHX Text

370

AutoCAD SHX Text

68.38

AutoCAD SHX Text

68.33

AutoCAD SHX Text

375.55

AutoCAD SHX Text

68.52

AutoCAD SHX Text

68.49

AutoCAD SHX Text

380

AutoCAD SHX Text

68.66

AutoCAD SHX Text

68.66

AutoCAD SHX Text

385.63

AutoCAD SHX Text

68.86

AutoCAD SHX Text

68.88

AutoCAD SHX Text

389.54

AutoCAD SHX Text

69.09

AutoCAD SHX Text

69.1

AutoCAD SHX Text

390

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.13

AutoCAD SHX Text

395.92

AutoCAD SHX Text

69.5

AutoCAD SHX Text

69.48

AutoCAD SHX Text

400

AutoCAD SHX Text

69.75

AutoCAD SHX Text

69.71

AutoCAD SHX Text

409.27

AutoCAD SHX Text

70.28

AutoCAD SHX Text

70.25

AutoCAD SHX Text

409.69

AutoCAD SHX Text

70.3

AutoCAD SHX Text

70.27

AutoCAD SHX Text

410

AutoCAD SHX Text

70.31

AutoCAD SHX Text

70.29

AutoCAD SHX Text

420

AutoCAD SHX Text

70.75

AutoCAD SHX Text

70.73

AutoCAD SHX Text

424.69

AutoCAD SHX Text

70.92

AutoCAD SHX Text

70.89

AutoCAD SHX Text

430

AutoCAD SHX Text

71.09

AutoCAD SHX Text

71.05

AutoCAD SHX Text

431.06

AutoCAD SHX Text

71.12

AutoCAD SHX Text

71.08

AutoCAD SHX Text

439.69

AutoCAD SHX Text

71.25

AutoCAD SHX Text

71.26

AutoCAD SHX Text

440

AutoCAD SHX Text

71.26

AutoCAD SHX Text

71.27

AutoCAD SHX Text

450

AutoCAD SHX Text

71.41

AutoCAD SHX Text

71.43

AutoCAD SHX Text

460

AutoCAD SHX Text

71.56

AutoCAD SHX Text

71.59

AutoCAD SHX Text

470

AutoCAD SHX Text

71.74

AutoCAD SHX Text

71.75

AutoCAD SHX Text

476.62

AutoCAD SHX Text

71.85

AutoCAD SHX Text

71.85

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DATUM 66.0

AutoCAD SHX Text

LIMIT OF WORKS

AutoCAD SHX Text

SIDE ENTRY PIT (No. Ex.3)

AutoCAD SHX Text

STAGE 1 WORKS

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


LINE B - PART 1

18009_SD12

T1

12 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER


LEGEND

(LINE B)


(LINE B)

AutoCAD SHX Text

HORIZ. 1 : 250

AutoCAD SHX Text

10.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

VERT. 1 : 25

AutoCAD SHX Text

0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

SCALE OF METRES

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

0

AutoCAD SHX Text

0.25

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

LIMIT OF WORKS

AutoCAD SHX Text

VIP R.L.69.019

AutoCAD SHX Text

VIP R.L.69.066

AutoCAD SHX Text

VIP R.L.69.134

AutoCAD SHX Text

VIP R.L.69.068

AutoCAD SHX Text

VIP R.L.69.006

AutoCAD SHX Text

VIP R.L.69.050

AutoCAD SHX Text

VIP R.L.68.930

AutoCAD SHX Text

VIP R.L.68.982

AutoCAD SHX Text

VIP R.L.69.068

AutoCAD SHX Text

VIP R.L.68.989

AutoCAD SHX Text

VIP R.L.68.914

AutoCAD SHX Text

VIP R.L.69.007

AutoCAD SHX Text

VIP R.L.68.900

AutoCAD SHX Text

VIP R.L.68.848

AutoCAD SHX Text

VIP R.L.68.792

AutoCAD SHX Text

VIP R.L.68.869

AutoCAD SHX Text

VIP R.L.68.766

AutoCAD SHX Text

-0.522%

AutoCAD SHX Text

1.872%

AutoCAD SHX Text

2.468%

AutoCAD SHX Text

-0.619%

AutoCAD SHX Text

-0.346%

AutoCAD SHX Text

0.387%

AutoCAD SHX Text

-2.604%

AutoCAD SHX Text

0.330%

AutoCAD SHX Text

3.398%

AutoCAD SHX Text

-2.814%

AutoCAD SHX Text

-0.300%

AutoCAD SHX Text

0.621%

AutoCAD SHX Text

-2.175%

AutoCAD SHX Text

-0.342%

AutoCAD SHX Text

-0.387%

AutoCAD SHX Text

2.820%

AutoCAD SHX Text

-2.534%

AutoCAD SHX Text

-0.380%

AutoCAD SHX Text

DESIGN GRADELINE

AutoCAD SHX Text

VERTICAL GEOMETRY

AutoCAD SHX Text

R1m

AutoCAD SHX Text

R1m

AutoCAD SHX Text

R1.3m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R5m

AutoCAD SHX Text

R1.25m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

HORIZONTAL GEOMETRY

AutoCAD SHX Text

0

AutoCAD SHX Text

69.03

AutoCAD SHX Text

69.03

AutoCAD SHX Text

1.13

AutoCAD SHX Text

69.02

AutoCAD SHX Text

69.02

AutoCAD SHX Text

1.55

AutoCAD SHX Text

69.02

AutoCAD SHX Text

69.03

AutoCAD SHX Text

2.35

AutoCAD SHX Text

69.02

AutoCAD SHX Text

69.04

AutoCAD SHX Text

3.62

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.07

AutoCAD SHX Text

5.97

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.12

AutoCAD SHX Text

6.4

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.13

AutoCAD SHX Text

6.77

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.13

AutoCAD SHX Text

10

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.11

AutoCAD SHX Text

17.1

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.07

AutoCAD SHX Text

19.26

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.06

AutoCAD SHX Text

20

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.06

AutoCAD SHX Text

30

AutoCAD SHX Text

69.03

AutoCAD SHX Text

69.02

AutoCAD SHX Text

35.04

AutoCAD SHX Text

69.02

AutoCAD SHX Text

69.01

AutoCAD SHX Text

40

AutoCAD SHX Text

69.04

AutoCAD SHX Text

69.02

AutoCAD SHX Text

46.11

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.05

AutoCAD SHX Text

46.57

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.05

AutoCAD SHX Text

47.1

AutoCAD SHX Text

69.05

AutoCAD SHX Text

69.04

AutoCAD SHX Text

50

AutoCAD SHX Text

68.96

AutoCAD SHX Text

68.96

AutoCAD SHX Text

50.93

AutoCAD SHX Text

68.93

AutoCAD SHX Text

68.94

AutoCAD SHX Text

51.21

AutoCAD SHX Text

68.94

AutoCAD SHX Text

68.93

AutoCAD SHX Text

51.43

AutoCAD SHX Text

68.95

AutoCAD SHX Text

68.93

AutoCAD SHX Text

60

AutoCAD SHX Text

68.95

AutoCAD SHX Text

68.96

AutoCAD SHX Text

65.72

AutoCAD SHX Text

68.96

AutoCAD SHX Text

68.98

AutoCAD SHX Text

66.22

AutoCAD SHX Text

68.95

AutoCAD SHX Text

68.98

AutoCAD SHX Text

67.05

AutoCAD SHX Text

68.98

AutoCAD SHX Text

68.98

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.05

AutoCAD SHX Text

69.58

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.07

AutoCAD SHX Text

70

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.06

AutoCAD SHX Text

72.38

AutoCAD SHX Text

68.98

AutoCAD SHX Text

68.99

AutoCAD SHX Text

73.06

AutoCAD SHX Text

68.95

AutoCAD SHX Text

68.99

AutoCAD SHX Text

73.54

AutoCAD SHX Text

68.96

AutoCAD SHX Text

68.99

AutoCAD SHX Text

80

AutoCAD SHX Text

68.95

AutoCAD SHX Text

68.97

AutoCAD SHX Text

90

AutoCAD SHX Text

68.98

AutoCAD SHX Text

68.94

AutoCAD SHX Text

96.51

AutoCAD SHX Text

68.96

AutoCAD SHX Text

68.92

AutoCAD SHX Text

97.52

AutoCAD SHX Text

68.93

AutoCAD SHX Text

68.91

AutoCAD SHX Text

100

AutoCAD SHX Text

68.95

AutoCAD SHX Text

68.93

AutoCAD SHX Text

110

AutoCAD SHX Text

68.99

AutoCAD SHX Text

68.99

AutoCAD SHX Text

112.17

AutoCAD SHX Text

69

AutoCAD SHX Text

69

AutoCAD SHX Text

112.49

AutoCAD SHX Text

69

AutoCAD SHX Text

69.01

AutoCAD SHX Text

113.36

AutoCAD SHX Text

68.99

AutoCAD SHX Text

68.99

AutoCAD SHX Text

116.89

AutoCAD SHX Text

68.9

AutoCAD SHX Text

68.91

AutoCAD SHX Text

117.39

AutoCAD SHX Text

68.91

AutoCAD SHX Text

68.9

AutoCAD SHX Text

120

AutoCAD SHX Text

68.91

AutoCAD SHX Text

68.89

AutoCAD SHX Text

130

AutoCAD SHX Text

68.86

AutoCAD SHX Text

68.86

AutoCAD SHX Text

132.58

AutoCAD SHX Text

68.85

AutoCAD SHX Text

68.85

AutoCAD SHX Text

140

AutoCAD SHX Text

68.81

AutoCAD SHX Text

68.82

AutoCAD SHX Text

146.07

AutoCAD SHX Text

68.78

AutoCAD SHX Text

68.8

AutoCAD SHX Text

146.57

AutoCAD SHX Text

68.78

AutoCAD SHX Text

68.79

AutoCAD SHX Text

147.08

AutoCAD SHX Text

68.79

AutoCAD SHX Text

68.79

AutoCAD SHX Text

149.45

AutoCAD SHX Text

68.86

AutoCAD SHX Text

68.86

AutoCAD SHX Text

149.83

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.87

AutoCAD SHX Text

150

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.86

AutoCAD SHX Text

150.44

AutoCAD SHX Text

68.86

AutoCAD SHX Text

68.85

AutoCAD SHX Text

153.43

AutoCAD SHX Text

68.77

AutoCAD SHX Text

68.78

AutoCAD SHX Text

153.92

AutoCAD SHX Text

68.77

AutoCAD SHX Text

68.77

AutoCAD SHX Text

160

AutoCAD SHX Text

68.75

AutoCAD SHX Text

68.74

AutoCAD SHX Text

170

AutoCAD SHX Text

68.71

AutoCAD SHX Text

68.7

AutoCAD SHX Text

180

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.67

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DATUM 67.0

AutoCAD SHX Text

STAGE 2 WORKS

AutoCAD SHX Text

VIP R.L.68.655

AutoCAD SHX Text

VIP R.L.68.698

AutoCAD SHX Text

VIP R.L.68.633

AutoCAD SHX Text

VIP R.L.68.564

AutoCAD SHX Text

VIP R.L.68.525

AutoCAD SHX Text

VIP R.L.68.573

AutoCAD SHX Text

VIP R.L.68.488

AutoCAD SHX Text

VIP R.L.68.288

AutoCAD SHX Text

HCP

AutoCAD SHX Text

HCP

AutoCAD SHX Text

-0.380%

AutoCAD SHX Text

1.616%

AutoCAD SHX Text

-2.094%

AutoCAD SHX Text

-0.302%

AutoCAD SHX Text

-0.493%

AutoCAD SHX Text

1.403%

AutoCAD SHX Text

-2.148%

AutoCAD SHX Text

-0.443%

AutoCAD SHX Text

DESIGN GRADELINE

AutoCAD SHX Text

VERTICAL GEOMETRY

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.8m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R0.65m

AutoCAD SHX Text

R3652.17m

AutoCAD SHX Text

R206.81m

AutoCAD SHX Text

R25m

AutoCAD SHX Text

HORIZONTAL GEOMETRY

AutoCAD SHX Text

180

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.67

AutoCAD SHX Text

182.63

AutoCAD SHX Text

68.66

AutoCAD SHX Text

68.66

AutoCAD SHX Text

183.07

AutoCAD SHX Text

68.65

AutoCAD SHX Text

68.65

AutoCAD SHX Text

185.17

AutoCAD SHX Text

68.69

AutoCAD SHX Text

68.69

AutoCAD SHX Text

185.75

AutoCAD SHX Text

68.7

AutoCAD SHX Text

68.7

AutoCAD SHX Text

186.12

AutoCAD SHX Text

68.69

AutoCAD SHX Text

68.69

AutoCAD SHX Text

187.06

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.67

AutoCAD SHX Text

187.5

AutoCAD SHX Text

68.66

AutoCAD SHX Text

68.66

AutoCAD SHX Text

188.52

AutoCAD SHX Text

68.63

AutoCAD SHX Text

68.64

AutoCAD SHX Text

188.87

AutoCAD SHX Text

68.63

AutoCAD SHX Text

68.63

AutoCAD SHX Text

190

AutoCAD SHX Text

68.62

AutoCAD SHX Text

68.63

AutoCAD SHX Text

200

AutoCAD SHX Text

68.61

AutoCAD SHX Text

68.6

AutoCAD SHX Text

210

AutoCAD SHX Text

68.58

AutoCAD SHX Text

68.57

AutoCAD SHX Text

211.8

AutoCAD SHX Text

68.58

AutoCAD SHX Text

68.56

AutoCAD SHX Text

219.32

AutoCAD SHX Text

68.52

AutoCAD SHX Text

68.53

AutoCAD SHX Text

219.7

AutoCAD SHX Text

68.52

AutoCAD SHX Text

68.52

AutoCAD SHX Text

222.69

AutoCAD SHX Text

68.57

AutoCAD SHX Text

68.57

AutoCAD SHX Text

223.18

AutoCAD SHX Text

68.57

AutoCAD SHX Text

68.57

AutoCAD SHX Text

223.68

AutoCAD SHX Text

68.56

AutoCAD SHX Text

68.56

AutoCAD SHX Text

226.66

AutoCAD SHX Text

68.5

AutoCAD SHX Text

68.5

AutoCAD SHX Text

227.15

AutoCAD SHX Text

68.49

AutoCAD SHX Text

68.49

AutoCAD SHX Text

230

AutoCAD SHX Text

68.48

AutoCAD SHX Text

68.48

AutoCAD SHX Text

240

AutoCAD SHX Text

68.43

AutoCAD SHX Text

68.43

AutoCAD SHX Text

242.77

AutoCAD SHX Text

68.41

AutoCAD SHX Text

68.42

AutoCAD SHX Text

250

AutoCAD SHX Text

68.38

AutoCAD SHX Text

68.39

AutoCAD SHX Text

250.95

AutoCAD SHX Text

68.38

AutoCAD SHX Text

68.38

AutoCAD SHX Text

260

AutoCAD SHX Text

68.35

AutoCAD SHX Text

68.34

AutoCAD SHX Text

261.93

AutoCAD SHX Text

68.34

AutoCAD SHX Text

68.33

AutoCAD SHX Text

270

AutoCAD SHX Text

68.35

AutoCAD SHX Text

68.3

AutoCAD SHX Text

270.82

AutoCAD SHX Text

68.35

AutoCAD SHX Text

68.29

AutoCAD SHX Text

272.27

AutoCAD SHX Text

68.35

AutoCAD SHX Text

68.29

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DATUM 66.0

AutoCAD SHX Text

STAGE 1 WORKS

AutoCAD SHX Text

HORIZ. 1 : 250

AutoCAD SHX Text

10.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

VERT. 1 : 25

AutoCAD SHX Text

0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

SCALE OF METRES

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

0

AutoCAD SHX Text

0.25

AutoCAD SHX Text

STAGE 1 WORKS

AutoCAD SHX Text


AutoCAD SHX Text

SIDE ENTRY PIT

AutoCAD SHX Text

(No. 9)

AutoCAD SHX Text

SIDE ENTRY PIT

AutoCAD SHX Text

(No. 8)

AutoCAD SHX Text

GRATED TOP ENTRY PIT (No. 7)

AutoCAD SHX Text

SIDE ENTRY PIT

AutoCAD SHX Text

(No. 10)

AutoCAD SHX Text

KERB BLISTER (WITH THROUGH CHANNEL)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

KERB BLISTER

AutoCAD SHX Text

KERB BLISTER

AutoCAD SHX Text

VIP R.L.68.212

AutoCAD SHX Text

VIP R.L.68.089

AutoCAD SHX Text

VIP R.L.68.012

AutoCAD SHX Text

VIP R.L.68.250

AutoCAD SHX Text

VIP R.L.68.842

AutoCAD SHX Text

VIP R.L.69.461

AutoCAD SHX Text

HCP

AutoCAD SHX Text

HCP

AutoCAD SHX Text

HCP

AutoCAD SHX Text

HCP

AutoCAD SHX Text

-0.517%

AutoCAD SHX Text

-0.747%

AutoCAD SHX Text

-0.538%

AutoCAD SHX Text

2.289%

AutoCAD SHX Text

4.197%

AutoCAD SHX Text

5.982%

AutoCAD SHX Text

5.619%

AutoCAD SHX Text

R25m

AutoCAD SHX Text

R250m

AutoCAD SHX Text

273.8

AutoCAD SHX Text

68.34

AutoCAD SHX Text

68.28

AutoCAD SHX Text

280

AutoCAD SHX Text

68.26

AutoCAD SHX Text

68.25

AutoCAD SHX Text

285.24

AutoCAD SHX Text

68.24

AutoCAD SHX Text

68.22

AutoCAD SHX Text

286.98

AutoCAD SHX Text

68.23

AutoCAD SHX Text

68.21

AutoCAD SHX Text

290

AutoCAD SHX Text

68.21

AutoCAD SHX Text

68.19

AutoCAD SHX Text

291.57

AutoCAD SHX Text

68.2

AutoCAD SHX Text

68.18

AutoCAD SHX Text

300

AutoCAD SHX Text

68.12

AutoCAD SHX Text

68.11

AutoCAD SHX Text

303.39

AutoCAD SHX Text

68.09

AutoCAD SHX Text

68.09

AutoCAD SHX Text

310

AutoCAD SHX Text

68.06

AutoCAD SHX Text

68.05

AutoCAD SHX Text

317.74

AutoCAD SHX Text

68.01

AutoCAD SHX Text

68.01

AutoCAD SHX Text

320

AutoCAD SHX Text

68.07

AutoCAD SHX Text

68.06

AutoCAD SHX Text

328.15

AutoCAD SHX Text

68.25

AutoCAD SHX Text

68.25

AutoCAD SHX Text

330

AutoCAD SHX Text

68.33

AutoCAD SHX Text

68.33

AutoCAD SHX Text

340

AutoCAD SHX Text

68.76

AutoCAD SHX Text

68.75

AutoCAD SHX Text

342.24

AutoCAD SHX Text

68.86

AutoCAD SHX Text

68.84

AutoCAD SHX Text

350

AutoCAD SHX Text

69.31

AutoCAD SHX Text

69.31

AutoCAD SHX Text

352.6

AutoCAD SHX Text

69.46

AutoCAD SHX Text

69.46

AutoCAD SHX Text

355.6

AutoCAD SHX Text

69.64

AutoCAD SHX Text

69.63

AutoCAD SHX Text

360

AutoCAD SHX Text

69.9

AutoCAD SHX Text

69.88

AutoCAD SHX Text

EXISTING GTEP (No. Ex.4)

AutoCAD SHX Text

STAGE 1 WORKS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


LINE B - PART 2

18009_SD13

T1

13 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER


LEGEND

(LINE A)

AutoCAD SHX Text

HORIZ. 1 : 250

AutoCAD SHX Text

10.0

AutoCAD SHX Text

5.0

AutoCAD SHX Text

VERT. 1 : 25

AutoCAD SHX Text

0

AutoCAD SHX Text

2.5

AutoCAD SHX Text

SCALE OF METRES

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

0

AutoCAD SHX Text

0.25

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

VIP R.L.70.552

AutoCAD SHX Text

VIP R.L.71.127

AutoCAD SHX Text

VIP R.L.71.861

AutoCAD SHX Text

HCP

AutoCAD SHX Text

VTP

AutoCAD SHX Text

VTP

AutoCAD SHX Text

VTP

AutoCAD SHX Text

5.619%

AutoCAD SHX Text

5.082%

AutoCAD SHX Text

2.519%

AutoCAD SHX Text

0.417%

AutoCAD SHX Text

DESIGN GRADELINE

AutoCAD SHX Text

13.00m V.C.

AutoCAD SHX Text

45.00m V.C.

AutoCAD SHX Text

VERTICAL GEOMETRY

AutoCAD SHX Text

R103.35m

AutoCAD SHX Text

HORIZONTAL GEOMETRY

AutoCAD SHX Text

360

AutoCAD SHX Text

69.9

AutoCAD SHX Text

69.88

AutoCAD SHX Text

370

AutoCAD SHX Text

70.44

AutoCAD SHX Text

70.44

AutoCAD SHX Text

372.01

AutoCAD SHX Text

70.55

AutoCAD SHX Text

70.55

AutoCAD SHX Text

376.82

AutoCAD SHX Text

70.81

AutoCAD SHX Text

70.8

AutoCAD SHX Text

380

AutoCAD SHX Text

70.95

AutoCAD SHX Text

70.95

AutoCAD SHX Text

383.32

AutoCAD SHX Text

71.04

AutoCAD SHX Text

71.09

AutoCAD SHX Text

387.65

AutoCAD SHX Text

71.21

AutoCAD SHX Text

71.23

AutoCAD SHX Text

71.29

AutoCAD SHX Text

71.29

AutoCAD SHX Text

390

AutoCAD SHX Text

400

AutoCAD SHX Text

71.52

AutoCAD SHX Text

71.52

AutoCAD SHX Text

410

AutoCAD SHX Text

71.7

AutoCAD SHX Text

71.71

AutoCAD SHX Text

412.46

AutoCAD SHX Text

71.73

AutoCAD SHX Text

71.74

AutoCAD SHX Text

420

AutoCAD SHX Text

71.82

AutoCAD SHX Text

71.84

AutoCAD SHX Text

430

AutoCAD SHX Text

71.93

AutoCAD SHX Text

71.93

AutoCAD SHX Text

434.96

AutoCAD SHX Text

71.96

AutoCAD SHX Text

71.95

AutoCAD SHX Text

436.36

AutoCAD SHX Text

71.96

AutoCAD SHX Text

71.96

AutoCAD SHX Text

CHAINAGE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DATUM 68.0

AutoCAD SHX Text

STAGE 1 WORKS

AutoCAD SHX Text

LIMIT OF WORKS

AutoCAD SHX Text

HCP

AutoCAD SHX Text

R250m

AutoCAD SHX Text

363.54

AutoCAD SHX Text

70.1

AutoCAD SHX Text

70.08

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

MONASH DRIVE

CROSS-SECTIONS 1

18009_SD14

T1

14 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

CROSS-SECTIONS 1

LEGEND

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

BOXING

AutoCAD SHX Text

CHAINAGE 20.00

AutoCAD SHX Text

2%

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-11.80

AutoCAD SHX Text

69.55

AutoCAD SHX Text

69.55

AutoCAD SHX Text

-11.76

AutoCAD SHX Text

69.55

AutoCAD SHX Text

69.56

AutoCAD SHX Text

-9.91

AutoCAD SHX Text

69.48

AutoCAD SHX Text

69.52

AutoCAD SHX Text

-9.80

AutoCAD SHX Text

69.47

AutoCAD SHX Text

69.52

AutoCAD SHX Text

-9.76

AutoCAD SHX Text

69.47

AutoCAD SHX Text

69.37

AutoCAD SHX Text

-9.46

AutoCAD SHX Text

69.46

AutoCAD SHX Text

69.36

AutoCAD SHX Text

-3.81

AutoCAD SHX Text

69.19

AutoCAD SHX Text

69.22

AutoCAD SHX Text

-3.51

AutoCAD SHX Text

69.21

AutoCAD SHX Text

69.18

AutoCAD SHX Text

-3.21

AutoCAD SHX Text

69.21

AutoCAD SHX Text

69.22

AutoCAD SHX Text

-2.21

AutoCAD SHX Text

69.24

AutoCAD SHX Text

69.24

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.29

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 40.00

AutoCAD SHX Text

2%

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-12.16

AutoCAD SHX Text

69.41

AutoCAD SHX Text

69.41

AutoCAD SHX Text

-11.77

AutoCAD SHX Text

69.39

AutoCAD SHX Text

69.49

AutoCAD SHX Text

-9.93

AutoCAD SHX Text

69.31

AutoCAD SHX Text

69.45

AutoCAD SHX Text

-9.82

AutoCAD SHX Text

69.30

AutoCAD SHX Text

69.45

AutoCAD SHX Text

-9.78

AutoCAD SHX Text

69.30

AutoCAD SHX Text

69.30

AutoCAD SHX Text

-9.48

AutoCAD SHX Text

69.29

AutoCAD SHX Text

69.29

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

69.16

AutoCAD SHX Text

69.15

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

69.17

AutoCAD SHX Text

69.11

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

69.17

AutoCAD SHX Text

69.15

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

69.19

AutoCAD SHX Text

69.19

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.22

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 60.00

AutoCAD SHX Text

-4.73%

AutoCAD SHX Text

-3.08%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-3.69

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.19

AutoCAD SHX Text

-3.58

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.19

AutoCAD SHX Text

-3.54

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.04

AutoCAD SHX Text

-3.24

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.08

AutoCAD SHX Text

-1.23

AutoCAD SHX Text

69.18

AutoCAD SHX Text

69.18

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.18

AutoCAD SHX Text

69.18

AutoCAD SHX Text

2.16

AutoCAD SHX Text

69.15

AutoCAD SHX Text

69.15

AutoCAD SHX Text

3.16

AutoCAD SHX Text

69.13

AutoCAD SHX Text

69.12

AutoCAD SHX Text

3.46

AutoCAD SHX Text

69.13

AutoCAD SHX Text

69.08

AutoCAD SHX Text

3.76

AutoCAD SHX Text

69.11

AutoCAD SHX Text

69.12

AutoCAD SHX Text

10.96

AutoCAD SHX Text

69.25

AutoCAD SHX Text

69.27

AutoCAD SHX Text

11.08

AutoCAD SHX Text

69.26

AutoCAD SHX Text

69.26

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 80.00

AutoCAD SHX Text

-2.35%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-10%

AutoCAD SHX Text

-3.84

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.02

AutoCAD SHX Text

-3.54

AutoCAD SHX Text

69.06

AutoCAD SHX Text

68.98

AutoCAD SHX Text

-3.24

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.02

AutoCAD SHX Text

-2.24

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.08

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.09

AutoCAD SHX Text

69.09

AutoCAD SHX Text

2.16

AutoCAD SHX Text

69.05

AutoCAD SHX Text

69.05

AutoCAD SHX Text

3.16

AutoCAD SHX Text

69.04

AutoCAD SHX Text

69.03

AutoCAD SHX Text

3.46

AutoCAD SHX Text

69.03

AutoCAD SHX Text

68.99

AutoCAD SHX Text

3.76

AutoCAD SHX Text

69.02

AutoCAD SHX Text

69.03

AutoCAD SHX Text

10.97

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.17

AutoCAD SHX Text

12.06

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.06

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 100.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

3.5%

AutoCAD SHX Text

-11.63

AutoCAD SHX Text

69.36

AutoCAD SHX Text

69.36

AutoCAD SHX Text

-11.39

AutoCAD SHX Text

69.36

AutoCAD SHX Text

69.41

AutoCAD SHX Text

-6.88

AutoCAD SHX Text

68.96

AutoCAD SHX Text

69.30

AutoCAD SHX Text

-6.77

AutoCAD SHX Text

68.95

AutoCAD SHX Text

69.30

AutoCAD SHX Text

-6.73

AutoCAD SHX Text

68.95

AutoCAD SHX Text

69.15

AutoCAD SHX Text

-6.43

AutoCAD SHX Text

68.97

AutoCAD SHX Text

69.14

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.05

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

69.07

AutoCAD SHX Text

69.01

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.05

AutoCAD SHX Text

-2.24

AutoCAD SHX Text

69.09

AutoCAD SHX Text

69.09

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.12

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 120.00

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.11

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.07

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

69.13

AutoCAD SHX Text

69.11

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

69.14

AutoCAD SHX Text

69.14

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.17

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 140.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-5.75%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-9.39

AutoCAD SHX Text

69.17

AutoCAD SHX Text

69.17

AutoCAD SHX Text

-8.48

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.35

AutoCAD SHX Text

-8.37

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.35

AutoCAD SHX Text

-8.33

AutoCAD SHX Text

69.12

AutoCAD SHX Text

69.20

AutoCAD SHX Text

-8.03

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.19

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

69.09

AutoCAD SHX Text

69.09

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.05

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.09

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

69.11

AutoCAD SHX Text

69.11

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.14

AutoCAD SHX Text

5.37

AutoCAD SHX Text

68.99

AutoCAD SHX Text

68.99

AutoCAD SHX Text

6.37

AutoCAD SHX Text

68.98

AutoCAD SHX Text

68.93

AutoCAD SHX Text

6.67

AutoCAD SHX Text

69.05

AutoCAD SHX Text

68.89

AutoCAD SHX Text

6.71

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.04

AutoCAD SHX Text

6.82

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.04

AutoCAD SHX Text

9.36

AutoCAD SHX Text

69.09

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 160.00

AutoCAD SHX Text

-4.25%

AutoCAD SHX Text

-2.68%

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

69.03

AutoCAD SHX Text

69.02

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

69.04

AutoCAD SHX Text

68.98

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

69.04

AutoCAD SHX Text

69.02

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.06

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.09

AutoCAD SHX Text

2.51

AutoCAD SHX Text

69.03

AutoCAD SHX Text

69.03

AutoCAD SHX Text

3.56

AutoCAD SHX Text

69.00

AutoCAD SHX Text

69.00

AutoCAD SHX Text

3.86

AutoCAD SHX Text

68.99

AutoCAD SHX Text

68.96

AutoCAD SHX Text

3.90

AutoCAD SHX Text

68.99

AutoCAD SHX Text

69.11

AutoCAD SHX Text

4.01

AutoCAD SHX Text

68.98

AutoCAD SHX Text

69.11

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 180.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-4.84%

AutoCAD SHX Text

-2.26%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-8.86

AutoCAD SHX Text

69.13

AutoCAD SHX Text

69.13

AutoCAD SHX Text

-8.48

AutoCAD SHX Text

69.10

AutoCAD SHX Text

69.20

AutoCAD SHX Text

-8.37

AutoCAD SHX Text

69.09

AutoCAD SHX Text

69.20

AutoCAD SHX Text

-8.33

AutoCAD SHX Text

69.08

AutoCAD SHX Text

69.05

AutoCAD SHX Text

-8.03

AutoCAD SHX Text

69.06

AutoCAD SHX Text

69.04

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

68.96

AutoCAD SHX Text

68.94

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

68.97

AutoCAD SHX Text

68.90

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

68.97

AutoCAD SHX Text

68.94

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

68.98

AutoCAD SHX Text

68.98

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.01

AutoCAD SHX Text

5.37

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.87

AutoCAD SHX Text

6.37

AutoCAD SHX Text

68.85

AutoCAD SHX Text

68.85

AutoCAD SHX Text

6.67

AutoCAD SHX Text

68.93

AutoCAD SHX Text

68.81

AutoCAD SHX Text

6.71

AutoCAD SHX Text

68.94

AutoCAD SHX Text

68.96

AutoCAD SHX Text

6.82

AutoCAD SHX Text

68.94

AutoCAD SHX Text

68.96

AutoCAD SHX Text

9.32

AutoCAD SHX Text

68.99

AutoCAD SHX Text

69.01

AutoCAD SHX Text

9.42

AutoCAD SHX Text

68.99

AutoCAD SHX Text

68.99

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

-6.06%%%

AutoCAD SHX Text

-1.94%%%

AutoCAD SHX Text

-3.94%%%

AutoCAD SHX Text

-4.47%%%

AutoCAD SHX Text

-1.15%%%

AutoCAD SHX Text

-2.52%%%

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

AutoCAD SHX Text

HORIZ. 1 : 100

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

VERT. 1 : 100

AutoCAD SHX Text

0

AutoCAD SHX Text

1.0

AutoCAD SHX Text

SCALE OF METRES

AutoCAD SHX Text

0

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

MONASH DRIVE

CROSS-SECTIONS 2

18009_SD15

T1

15 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

CROSS-SECTIONS 2

LEGEND

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

BOXING

AutoCAD SHX Text

HORIZ. 1 : 100

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

VERT. 1 : 100

AutoCAD SHX Text

0

AutoCAD SHX Text

1.0

AutoCAD SHX Text

SCALE OF METRES

AutoCAD SHX Text

0

AutoCAD SHX Text

CHAINAGE 200.00

AutoCAD SHX Text

-4.37%

AutoCAD SHX Text

-4%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.86

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

68.88

AutoCAD SHX Text

68.82

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

68.88

AutoCAD SHX Text

68.86

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

68.90

AutoCAD SHX Text

68.90

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.92

AutoCAD SHX Text

5.37

AutoCAD SHX Text

68.80

AutoCAD SHX Text

68.80

AutoCAD SHX Text

6.37

AutoCAD SHX Text

68.77

AutoCAD SHX Text

68.76

AutoCAD SHX Text

6.67

AutoCAD SHX Text

68.84

AutoCAD SHX Text

68.72

AutoCAD SHX Text

6.71

AutoCAD SHX Text

68.85

AutoCAD SHX Text

68.87

AutoCAD SHX Text

6.82

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.87

AutoCAD SHX Text

9.32

AutoCAD SHX Text

68.91

AutoCAD SHX Text

68.92

AutoCAD SHX Text

9.40

AutoCAD SHX Text

68.91

AutoCAD SHX Text

68.91

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 220.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-2.99%

AutoCAD SHX Text

-3.6%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-8.52

AutoCAD SHX Text

69.03

AutoCAD SHX Text

69.03

AutoCAD SHX Text

-8.48

AutoCAD SHX Text

69.03

AutoCAD SHX Text

69.04

AutoCAD SHX Text

-8.37

AutoCAD SHX Text

69.01

AutoCAD SHX Text

69.04

AutoCAD SHX Text

-8.33

AutoCAD SHX Text

69.00

AutoCAD SHX Text

68.89

AutoCAD SHX Text

-8.03

AutoCAD SHX Text

68.96

AutoCAD SHX Text

68.88

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

68.78

AutoCAD SHX Text

68.78

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

68.79

AutoCAD SHX Text

68.74

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

68.79

AutoCAD SHX Text

68.78

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

68.81

AutoCAD SHX Text

68.81

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.84

AutoCAD SHX Text

5.37

AutoCAD SHX Text

68.72

AutoCAD SHX Text

68.72

AutoCAD SHX Text

6.37

AutoCAD SHX Text

68.69

AutoCAD SHX Text

68.69

AutoCAD SHX Text

6.67

AutoCAD SHX Text

68.76

AutoCAD SHX Text

68.65

AutoCAD SHX Text

6.71

AutoCAD SHX Text

68.77

AutoCAD SHX Text

68.80

AutoCAD SHX Text

6.82

AutoCAD SHX Text

68.79

AutoCAD SHX Text

68.80

AutoCAD SHX Text

9.32

AutoCAD SHX Text

68.86

AutoCAD SHX Text

68.85

AutoCAD SHX Text

9.39

AutoCAD SHX Text

68.86

AutoCAD SHX Text

68.86

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 240.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.77%

AutoCAD SHX Text

-2.87%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-8.97

AutoCAD SHX Text

68.88

AutoCAD SHX Text

68.88

AutoCAD SHX Text

-8.48

AutoCAD SHX Text

68.85

AutoCAD SHX Text

68.97

AutoCAD SHX Text

-8.37

AutoCAD SHX Text

68.85

AutoCAD SHX Text

68.97

AutoCAD SHX Text

-8.33

AutoCAD SHX Text

68.85

AutoCAD SHX Text

68.82

AutoCAD SHX Text

-8.03

AutoCAD SHX Text

68.83

AutoCAD SHX Text

68.81

AutoCAD SHX Text

-3.83

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.71

AutoCAD SHX Text

-3.53

AutoCAD SHX Text

68.71

AutoCAD SHX Text

68.67

AutoCAD SHX Text

-3.23

AutoCAD SHX Text

68.72

AutoCAD SHX Text

68.71

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

68.75

AutoCAD SHX Text

68.75

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.77

AutoCAD SHX Text

5.37

AutoCAD SHX Text

68.64

AutoCAD SHX Text

68.64

AutoCAD SHX Text

6.37

AutoCAD SHX Text

68.62

AutoCAD SHX Text

68.61

AutoCAD SHX Text

6.67

AutoCAD SHX Text

68.70

AutoCAD SHX Text

68.57

AutoCAD SHX Text

6.71

AutoCAD SHX Text

68.71

AutoCAD SHX Text

68.72

AutoCAD SHX Text

6.82

AutoCAD SHX Text

68.72

AutoCAD SHX Text

68.72

AutoCAD SHX Text

9.32

AutoCAD SHX Text

68.75

AutoCAD SHX Text

68.77

AutoCAD SHX Text

9.40

AutoCAD SHX Text

68.75

AutoCAD SHX Text

68.75

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 260.00

AutoCAD SHX Text

1 in 5

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-6.19%

AutoCAD SHX Text

-2.77%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-11.14

AutoCAD SHX Text

69.34

AutoCAD SHX Text

69.34

AutoCAD SHX Text

-8.47

AutoCAD SHX Text

69.06

AutoCAD SHX Text

68.81

AutoCAD SHX Text

-8.36

AutoCAD SHX Text

69.05

AutoCAD SHX Text

68.81

AutoCAD SHX Text

-8.32

AutoCAD SHX Text

69.04

AutoCAD SHX Text

68.66

AutoCAD SHX Text

-8.02

AutoCAD SHX Text

69.00

AutoCAD SHX Text

68.65

AutoCAD SHX Text

-3.82

AutoCAD SHX Text

68.62

AutoCAD SHX Text

68.54

AutoCAD SHX Text

-3.52

AutoCAD SHX Text

68.62

AutoCAD SHX Text

68.50

AutoCAD SHX Text

-3.22

AutoCAD SHX Text

68.61

AutoCAD SHX Text

68.54

AutoCAD SHX Text

-2.22

AutoCAD SHX Text

68.60

AutoCAD SHX Text

68.60

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.62

AutoCAD SHX Text

5.38

AutoCAD SHX Text

68.57

AutoCAD SHX Text

68.57

AutoCAD SHX Text

6.38

AutoCAD SHX Text

68.54

AutoCAD SHX Text

68.54

AutoCAD SHX Text

6.68

AutoCAD SHX Text

68.56

AutoCAD SHX Text

68.50

AutoCAD SHX Text

6.72

AutoCAD SHX Text

68.57

AutoCAD SHX Text

68.65

AutoCAD SHX Text

6.83

AutoCAD SHX Text

68.63

AutoCAD SHX Text

68.65

AutoCAD SHX Text

9.33

AutoCAD SHX Text

68.64

AutoCAD SHX Text

68.70

AutoCAD SHX Text

9.62

AutoCAD SHX Text

68.64

AutoCAD SHX Text

68.64

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 280.00

AutoCAD SHX Text

1 in 4

AutoCAD SHX Text

10%

AutoCAD SHX Text

3.5%

AutoCAD SHX Text

-3.78%

AutoCAD SHX Text

-3.6%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-14.16

AutoCAD SHX Text

69.97

AutoCAD SHX Text

69.97

AutoCAD SHX Text

-9.47

AutoCAD SHX Text

69.49

AutoCAD SHX Text

68.80

AutoCAD SHX Text

-8.47

AutoCAD SHX Text

69.38

AutoCAD SHX Text

68.70

AutoCAD SHX Text

-8.36

AutoCAD SHX Text

69.37

AutoCAD SHX Text

68.70

AutoCAD SHX Text

-8.32

AutoCAD SHX Text

69.36

AutoCAD SHX Text

68.55

AutoCAD SHX Text

-8.02

AutoCAD SHX Text

69.33

AutoCAD SHX Text

68.54

AutoCAD SHX Text

-3.82

AutoCAD SHX Text

68.94

AutoCAD SHX Text

68.39

AutoCAD SHX Text

-3.52

AutoCAD SHX Text

68.90

AutoCAD SHX Text

68.35

AutoCAD SHX Text

-3.22

AutoCAD SHX Text

68.87

AutoCAD SHX Text

68.39

AutoCAD SHX Text

-0.35

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.50

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.51

AutoCAD SHX Text

5.38

AutoCAD SHX Text

68.47

AutoCAD SHX Text

68.47

AutoCAD SHX Text

6.38

AutoCAD SHX Text

68.44

AutoCAD SHX Text

68.44

AutoCAD SHX Text

6.68

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.40

AutoCAD SHX Text

6.72

AutoCAD SHX Text

68.51

AutoCAD SHX Text

68.55

AutoCAD SHX Text

6.83

AutoCAD SHX Text

68.53

AutoCAD SHX Text

68.55

AutoCAD SHX Text

9.33

AutoCAD SHX Text

68.61

AutoCAD SHX Text

68.60

AutoCAD SHX Text

9.41

AutoCAD SHX Text

68.62

AutoCAD SHX Text

68.62

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 67.0

AutoCAD SHX Text

CHAINAGE 300.00

AutoCAD SHX Text

1 in 4

AutoCAD SHX Text

10%

AutoCAD SHX Text

3.5%

AutoCAD SHX Text

-3.43%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-14.92

AutoCAD SHX Text

70.10

AutoCAD SHX Text

70.10

AutoCAD SHX Text

-9.45

AutoCAD SHX Text

69.49

AutoCAD SHX Text

68.73

AutoCAD SHX Text

-8.45

AutoCAD SHX Text

69.38

AutoCAD SHX Text

68.63

AutoCAD SHX Text

-8.34

AutoCAD SHX Text

69.36

AutoCAD SHX Text

68.63

AutoCAD SHX Text

-8.30

AutoCAD SHX Text

69.35

AutoCAD SHX Text

68.48

AutoCAD SHX Text

-8.00

AutoCAD SHX Text

69.32

AutoCAD SHX Text

68.47

AutoCAD SHX Text

-3.80

AutoCAD SHX Text

68.82

AutoCAD SHX Text

68.32

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

68.79

AutoCAD SHX Text

68.28

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

68.75

AutoCAD SHX Text

68.32

AutoCAD SHX Text

-0.35

AutoCAD SHX Text

68.42

AutoCAD SHX Text

68.42

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.43

AutoCAD SHX Text

5.40

AutoCAD SHX Text

68.38

AutoCAD SHX Text

68.38

AutoCAD SHX Text

6.40

AutoCAD SHX Text

68.35

AutoCAD SHX Text

68.35

AutoCAD SHX Text

6.70

AutoCAD SHX Text

68.41

AutoCAD SHX Text

68.31

AutoCAD SHX Text

6.74

AutoCAD SHX Text

68.42

AutoCAD SHX Text

68.46

AutoCAD SHX Text

6.85

AutoCAD SHX Text

68.45

AutoCAD SHX Text

68.46

AutoCAD SHX Text

9.35

AutoCAD SHX Text

68.42

AutoCAD SHX Text

68.51

AutoCAD SHX Text

9.79

AutoCAD SHX Text

68.42

AutoCAD SHX Text

68.42

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 67.0

AutoCAD SHX Text

CHAINAGE 320.00

AutoCAD SHX Text

1 in 5

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-3.48%

AutoCAD SHX Text

-4.37%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-10.44

AutoCAD SHX Text

69.27

AutoCAD SHX Text

69.27

AutoCAD SHX Text

-6.45

AutoCAD SHX Text

68.83

AutoCAD SHX Text

68.47

AutoCAD SHX Text

-6.34

AutoCAD SHX Text

68.82

AutoCAD SHX Text

68.47

AutoCAD SHX Text

-6.30

AutoCAD SHX Text

68.81

AutoCAD SHX Text

68.32

AutoCAD SHX Text

-6.00

AutoCAD SHX Text

68.78

AutoCAD SHX Text

68.31

AutoCAD SHX Text

-3.80

AutoCAD SHX Text

68.62

AutoCAD SHX Text

68.25

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

68.60

AutoCAD SHX Text

68.21

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

68.58

AutoCAD SHX Text

68.25

AutoCAD SHX Text

-0.19

AutoCAD SHX Text

68.36

AutoCAD SHX Text

68.36

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.36

AutoCAD SHX Text

4.66

AutoCAD SHX Text

68.31

AutoCAD SHX Text

68.31

AutoCAD SHX Text

5.68

AutoCAD SHX Text

68.26

AutoCAD SHX Text

68.26

AutoCAD SHX Text

5.98

AutoCAD SHX Text

68.31

AutoCAD SHX Text

68.22

AutoCAD SHX Text

6.02

AutoCAD SHX Text

68.32

AutoCAD SHX Text

68.37

AutoCAD SHX Text

6.13

AutoCAD SHX Text

68.34

AutoCAD SHX Text

68.37

AutoCAD SHX Text

6.76

AutoCAD SHX Text

68.36

AutoCAD SHX Text

68.38

AutoCAD SHX Text

9.26

AutoCAD SHX Text

68.38

AutoCAD SHX Text

68.43

AutoCAD SHX Text

9.34

AutoCAD SHX Text

68.37

AutoCAD SHX Text

68.37

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 67.0

AutoCAD SHX Text

CHAINAGE 340.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-2.34%

AutoCAD SHX Text

-3.92%

AutoCAD SHX Text

1%

AutoCAD SHX Text

2%

AutoCAD SHX Text

-7.11

AutoCAD SHX Text

68.53

AutoCAD SHX Text

68.53

AutoCAD SHX Text

-6.45

AutoCAD SHX Text

68.52

AutoCAD SHX Text

68.40

AutoCAD SHX Text

-6.34

AutoCAD SHX Text

68.51

AutoCAD SHX Text

68.40

AutoCAD SHX Text

-6.30

AutoCAD SHX Text

68.51

AutoCAD SHX Text

68.25

AutoCAD SHX Text

-6.00

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.24

AutoCAD SHX Text

-3.80

AutoCAD SHX Text

68.38

AutoCAD SHX Text

68.19

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

68.37

AutoCAD SHX Text

68.15

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

68.35

AutoCAD SHX Text

68.19

AutoCAD SHX Text

-0.39

AutoCAD SHX Text

68.25

AutoCAD SHX Text

68.25

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.25

AutoCAD SHX Text

2.50

AutoCAD SHX Text

68.20

AutoCAD SHX Text

68.20

AutoCAD SHX Text

3.55

AutoCAD SHX Text

68.16

AutoCAD SHX Text

68.16

AutoCAD SHX Text

3.85

AutoCAD SHX Text

68.14

AutoCAD SHX Text

68.12

AutoCAD SHX Text

3.89

AutoCAD SHX Text

68.14

AutoCAD SHX Text

68.27

AutoCAD SHX Text

4.00

AutoCAD SHX Text

68.14

AutoCAD SHX Text

68.27

AutoCAD SHX Text

5.25

AutoCAD SHX Text

68.25

AutoCAD SHX Text

68.28

AutoCAD SHX Text

7.75

AutoCAD SHX Text

68.29

AutoCAD SHX Text

68.33

AutoCAD SHX Text

7.82

AutoCAD SHX Text

68.29

AutoCAD SHX Text

68.29

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 67.0

AutoCAD SHX Text

CHAINAGE 360.00

AutoCAD SHX Text

1 in 5

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-5.01%

AutoCAD SHX Text

-8.14

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.67

AutoCAD SHX Text

-6.45

AutoCAD SHX Text

68.52

AutoCAD SHX Text

68.34

AutoCAD SHX Text

-6.34

AutoCAD SHX Text

68.51

AutoCAD SHX Text

68.34

AutoCAD SHX Text

-6.30

AutoCAD SHX Text

68.51

AutoCAD SHX Text

68.19

AutoCAD SHX Text

-6.00

AutoCAD SHX Text

68.50

AutoCAD SHX Text

68.18

AutoCAD SHX Text

-3.80

AutoCAD SHX Text

68.11

AutoCAD SHX Text

68.12

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

68.11

AutoCAD SHX Text

68.08

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

68.13

AutoCAD SHX Text

68.12

AutoCAD SHX Text

-2.20

AutoCAD SHX Text

68.17

AutoCAD SHX Text

68.17

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.23

AutoCAD SHX Text

68.23

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 67.0

AutoCAD SHX Text

-3.41%%%

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

AutoCAD SHX Text

CHAINAGE 380.00

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

-2.61%

AutoCAD SHX Text

-6.73

AutoCAD SHX Text

68.84

AutoCAD SHX Text

68.84

AutoCAD SHX Text

-6.45

AutoCAD SHX Text

68.81

AutoCAD SHX Text

68.90

AutoCAD SHX Text

-6.34

AutoCAD SHX Text

68.81

AutoCAD SHX Text

68.90

AutoCAD SHX Text

-6.30

AutoCAD SHX Text

68.81

AutoCAD SHX Text

68.75

AutoCAD SHX Text

-6.00

AutoCAD SHX Text

68.78

AutoCAD SHX Text

68.74

AutoCAD SHX Text

-3.80

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.68

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.64

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

68.68

AutoCAD SHX Text

68.68

AutoCAD SHX Text

-2.20

AutoCAD SHX Text

68.71

AutoCAD SHX Text

68.71

AutoCAD SHX Text

0.00

AutoCAD SHX Text

68.72

AutoCAD SHX Text

68.72

AutoCAD SHX Text

2.82

AutoCAD SHX Text

68.67

AutoCAD SHX Text

68.67

AutoCAD SHX Text

3.82

AutoCAD SHX Text

68.65

AutoCAD SHX Text

68.63

AutoCAD SHX Text

4.12

AutoCAD SHX Text

68.62

AutoCAD SHX Text

68.59

AutoCAD SHX Text

4.42

AutoCAD SHX Text

68.61

AutoCAD SHX Text

68.63

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

-3.99%%%

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

MONASH DRIVE

CROSS-SECTIONS 3

18009_SD16

T1

16 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

CROSS-SECTIONS 3

LEGEND

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

BOXING

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

AutoCAD SHX Text

HORIZ. 1 : 100

AutoCAD SHX Text

4.0

AutoCAD SHX Text

2.0

AutoCAD SHX Text

VERT. 1 : 100

AutoCAD SHX Text

0

AutoCAD SHX Text

1.0

AutoCAD SHX Text

SCALE OF METRES

AutoCAD SHX Text

0

AutoCAD SHX Text

CHAINAGE 400.00

AutoCAD SHX Text

-4.05%

AutoCAD SHX Text

-1%

AutoCAD SHX Text

-2%

AutoCAD SHX Text

-3.74

AutoCAD SHX Text

69.84

AutoCAD SHX Text

69.84

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

69.82

AutoCAD SHX Text

69.86

AutoCAD SHX Text

-3.54

AutoCAD SHX Text

69.81

AutoCAD SHX Text

69.86

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

69.81

AutoCAD SHX Text

69.71

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

69.79

AutoCAD SHX Text

69.75

AutoCAD SHX Text

-1.70

AutoCAD SHX Text

69.81

AutoCAD SHX Text

69.81

AutoCAD SHX Text

0.00

AutoCAD SHX Text

69.80

AutoCAD SHX Text

69.80

AutoCAD SHX Text

2.59

AutoCAD SHX Text

69.76

AutoCAD SHX Text

69.76

AutoCAD SHX Text

3.58

AutoCAD SHX Text

69.73

AutoCAD SHX Text

69.72

AutoCAD SHX Text

3.88

AutoCAD SHX Text

69.73

AutoCAD SHX Text

69.68

AutoCAD SHX Text

3.92

AutoCAD SHX Text

69.73

AutoCAD SHX Text

69.83

AutoCAD SHX Text

4.03

AutoCAD SHX Text

69.72

AutoCAD SHX Text

69.83

AutoCAD SHX Text

5.53

AutoCAD SHX Text

69.69

AutoCAD SHX Text

69.81

AutoCAD SHX Text

7.53

AutoCAD SHX Text

69.60

AutoCAD SHX Text

69.77

AutoCAD SHX Text

7.99

AutoCAD SHX Text

69.47

AutoCAD SHX Text

69.47

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 68.0

AutoCAD SHX Text

CHAINAGE 420.00

AutoCAD SHX Text

-3.45%

AutoCAD SHX Text

-1%

AutoCAD SHX Text

-2%

AutoCAD SHX Text

-3.67

AutoCAD SHX Text

70.86

AutoCAD SHX Text

70.86

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

70.85

AutoCAD SHX Text

70.86

AutoCAD SHX Text

-3.54

AutoCAD SHX Text

70.81

AutoCAD SHX Text

70.86

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

70.80

AutoCAD SHX Text

70.71

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

70.77

AutoCAD SHX Text

70.75

AutoCAD SHX Text

-1.70

AutoCAD SHX Text

70.80

AutoCAD SHX Text

70.80

AutoCAD SHX Text

0.00

AutoCAD SHX Text

70.81

AutoCAD SHX Text

70.81

AutoCAD SHX Text

2.50

AutoCAD SHX Text

70.83

AutoCAD SHX Text

70.83

AutoCAD SHX Text

3.50

AutoCAD SHX Text

70.83

AutoCAD SHX Text

70.81

AutoCAD SHX Text

3.80

AutoCAD SHX Text

70.83

AutoCAD SHX Text

70.77

AutoCAD SHX Text

3.84

AutoCAD SHX Text

70.83

AutoCAD SHX Text

70.92

AutoCAD SHX Text

3.95

AutoCAD SHX Text

70.82

AutoCAD SHX Text

70.92

AutoCAD SHX Text

5.45

AutoCAD SHX Text

70.80

AutoCAD SHX Text

70.91

AutoCAD SHX Text

7.45

AutoCAD SHX Text

70.76

AutoCAD SHX Text

70.87

AutoCAD SHX Text

7.72

AutoCAD SHX Text

70.69

AutoCAD SHX Text

70.69

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 69.0

AutoCAD SHX Text

CHAINAGE 440.00

AutoCAD SHX Text

-3.1%

AutoCAD SHX Text

2.76%

AutoCAD SHX Text

-4.28

AutoCAD SHX Text

71.26

AutoCAD SHX Text

71.26

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

71.25

AutoCAD SHX Text

71.38

AutoCAD SHX Text

-3.54

AutoCAD SHX Text

71.25

AutoCAD SHX Text

71.38

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

71.25

AutoCAD SHX Text

71.23

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

71.26

AutoCAD SHX Text

71.27

AutoCAD SHX Text

-1.72

AutoCAD SHX Text

71.32

AutoCAD SHX Text

71.32

AutoCAD SHX Text

0.00

AutoCAD SHX Text

71.38

AutoCAD SHX Text

71.38

AutoCAD SHX Text

2.49

AutoCAD SHX Text

71.45

AutoCAD SHX Text

71.45

AutoCAD SHX Text

3.50

AutoCAD SHX Text

71.47

AutoCAD SHX Text

71.47

AutoCAD SHX Text

3.80

AutoCAD SHX Text

71.48

AutoCAD SHX Text

71.43

AutoCAD SHX Text

3.84

AutoCAD SHX Text

71.48

AutoCAD SHX Text

71.58

AutoCAD SHX Text

3.95

AutoCAD SHX Text

71.49

AutoCAD SHX Text

71.58

AutoCAD SHX Text

4.35

AutoCAD SHX Text

71.50

AutoCAD SHX Text

71.50

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 70.0

AutoCAD SHX Text

CHAINAGE 460.00

AutoCAD SHX Text

4.12%

AutoCAD SHX Text

1 in -5

AutoCAD SHX Text

-4.12

AutoCAD SHX Text

71.60

AutoCAD SHX Text

71.60

AutoCAD SHX Text

-3.65

AutoCAD SHX Text

71.57

AutoCAD SHX Text

71.69

AutoCAD SHX Text

-3.54

AutoCAD SHX Text

71.56

AutoCAD SHX Text

71.69

AutoCAD SHX Text

-3.50

AutoCAD SHX Text

71.56

AutoCAD SHX Text

71.54

AutoCAD SHX Text

-3.20

AutoCAD SHX Text

71.55

AutoCAD SHX Text

71.58

AutoCAD SHX Text

-2.23

AutoCAD SHX Text

71.60

AutoCAD SHX Text

71.60

AutoCAD SHX Text

0.00

AutoCAD SHX Text

71.71

AutoCAD SHX Text

71.71

AutoCAD SHX Text

2.49

AutoCAD SHX Text

71.78

AutoCAD SHX Text

71.78

AutoCAD SHX Text

3.50

AutoCAD SHX Text

71.80

AutoCAD SHX Text

71.82

AutoCAD SHX Text

3.80

AutoCAD SHX Text

71.80

AutoCAD SHX Text

71.78

AutoCAD SHX Text

3.84

AutoCAD SHX Text

71.80

AutoCAD SHX Text

71.93

AutoCAD SHX Text

3.95

AutoCAD SHX Text

71.78

AutoCAD SHX Text

71.93

AutoCAD SHX Text

5.43

AutoCAD SHX Text

71.63

AutoCAD SHX Text

71.63

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 71.0

AutoCAD SHX Text

CHAINAGE 477.46

AutoCAD SHX Text

-3%

AutoCAD SHX Text

2.19%

AutoCAD SHX Text

1 in -5

AutoCAD SHX Text

-4.07

AutoCAD SHX Text

71.83

AutoCAD SHX Text

71.83

AutoCAD SHX Text

-3.45

AutoCAD SHX Text

71.85

AutoCAD SHX Text

71.96

AutoCAD SHX Text

-3.34

AutoCAD SHX Text

71.85

AutoCAD SHX Text

71.96

AutoCAD SHX Text

-3.30

AutoCAD SHX Text

71.85

AutoCAD SHX Text

71.81

AutoCAD SHX Text

-3.00

AutoCAD SHX Text

71.86

AutoCAD SHX Text

71.85

AutoCAD SHX Text

-2.00

AutoCAD SHX Text

71.88

AutoCAD SHX Text

71.88

AutoCAD SHX Text

0.00

AutoCAD SHX Text

71.94

AutoCAD SHX Text

71.94

AutoCAD SHX Text

2.50

AutoCAD SHX Text

71.94

AutoCAD SHX Text

71.94

AutoCAD SHX Text

3.50

AutoCAD SHX Text

71.96

AutoCAD SHX Text

71.96

AutoCAD SHX Text

3.80

AutoCAD SHX Text

71.94

AutoCAD SHX Text

71.92

AutoCAD SHX Text

3.84

AutoCAD SHX Text

71.94

AutoCAD SHX Text

72.07

AutoCAD SHX Text

3.95

AutoCAD SHX Text

71.92

AutoCAD SHX Text

72.07

AutoCAD SHX Text

5.48

AutoCAD SHX Text

71.76

AutoCAD SHX Text

71.76

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATUM RL 71.0

AutoCAD SHX Text

-2.76%%%

AutoCAD SHX Text

-4.33%%%

AutoCAD SHX Text

-2.04%%%

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

DRAINAGE PIT SCHEDULES

18009_SD17

T1

17 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

DRAINAGE PIT SCHEDULE: STAGE 1

DRAINAGE PIT SCHEDULE: STAGE 2

AutoCAD SHX Text

PIT NAME

AutoCAD SHX Text

PIT TYPE

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

INLET DIA.

AutoCAD SHX Text

INLET INVERT

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

PIT DEPTH

AutoCAD SHX Text

COVER

AutoCAD SHX Text

COMMENTS

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

REFER PIT DETAILS ON DWG SD18 FOR PIT LID LEVEL REFERENCE.

AutoCAD SHX Text

1.

AutoCAD SHX Text

NOTES :

AutoCAD SHX Text

PIT LIDS TO BE INSTALLED TO MATCH EXISTING SURFACE GRADES.

AutoCAD SHX Text

2.

AutoCAD SHX Text

PIT LIDS AND SURROUND TO BE APPROVED BY SUPERINTENDENT PRIOR TO PLACEMENT.

AutoCAD SHX Text

3.

AutoCAD SHX Text

PIT LID

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

Ex.%%C375 RCP

AutoCAD SHX Text

67.21

AutoCAD SHX Text

1200

AutoCAD SHX Text

900

AutoCAD SHX Text

68.12

AutoCAD SHX Text

0.91

AutoCAD SHX Text

Ex.3

AutoCAD SHX Text

GTEP

AutoCAD SHX Text

GTEP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

69.00

AutoCAD SHX Text

1.55

AutoCAD SHX Text

67.45

AutoCAD SHX Text

%%C600 RCP RRJ

AutoCAD SHX Text

JP

AutoCAD SHX Text

900

AutoCAD SHX Text

900

AutoCAD SHX Text

69.29

AutoCAD SHX Text

1.74

AutoCAD SHX Text

REFER TYPICAL JUNCTION PIT DETAIL ON DWG SD18.

AutoCAD SHX Text

EXISTING SIDE ENTRY PIT TO BE REPLACED WITH DUAL INLET GRATED TOP ENTRY PIT. REFER TYPICAL GRATED TOP ENTRY PIT TO SUIT 'M2 KERB' DETAIL ON DWG SD18.

AutoCAD SHX Text

'GATIC' GULLY GRATE OR EQUAL APPROVED GALVANISED CLASS 'D' TRAFFICABLE METAL GRATE. (MUST BE BIKE SAFE)

AutoCAD SHX Text

REFER TYPICAL GRATED TOP ENTRY PIT TO SUIT 'M2 KERB' DETAIL ON DWG SD18.

AutoCAD SHX Text

'GATIC' GULLY GRATES (2x 'V' TYPE & KERB TRAY TYPE) OR EQUAL APPROVED GALVANISED CLASS 'D' TRAFFICABLE METAL GRATES. (MUST BE BIKE SAFE)

AutoCAD SHX Text

Ex.%%C600 RCP

AutoCAD SHX Text

67.45

AutoCAD SHX Text

67.55

AutoCAD SHX Text

Ex.%%C600 RCP

AutoCAD SHX Text

%%C600 RCP RRJ

AutoCAD SHX Text

67.55

AutoCAD SHX Text

JUNCTION PIT WITH A 900x900/ LIGHT WEIGHT LID (R&S GRATING CODE: FRP-GREEN-9090 CLASS B.

AutoCAD SHX Text

3

AutoCAD SHX Text

JP / SEP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

69.13

AutoCAD SHX Text

1.24

AutoCAD SHX Text

67.89

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

TEMPORARY JUNCTION PIT TO BE CONVERTED TO SIDE ENTRY PIT DURING STAGE 2 WORKS WHEN DRAINAGE EXTENSION IS COMPLETED. PIPE STUB TO BE BLANKED AND SEALED. REFER TYPICAL JUNCTION PIT DETAIL ON DWG SD18.

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text


AutoCAD SHX Text

4

AutoCAD SHX Text

SEP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

68.60

AutoCAD SHX Text

1.03

AutoCAD SHX Text

67.57

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

67.59

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

5

AutoCAD SHX Text

JP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

68.29

AutoCAD SHX Text

0.93

AutoCAD SHX Text

67.36

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

SIDE ENTRY PIT WITH A 900x600/ LIGHT WEIGHT LID (R&S GRATING CODE: FRP-GREEN-9060 CLASS B.

AutoCAD SHX Text

67.38

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

Ex.%%C300 PVC

AutoCAD SHX Text

66.21

AutoCAD SHX Text

1200

AutoCAD SHX Text

900

AutoCAD SHX Text

68.00

AutoCAD SHX Text

1.79

AutoCAD SHX Text

Ex.5

AutoCAD SHX Text

GTEP

AutoCAD SHX Text

EXISTING JUNCTION PIT LID TO BE MODIFIED TO A SLOPED GRATED TOP ENTRY PIT & LID HEIGHT LOWERED.

AutoCAD SHX Text

1200x900 GALVANISED SLOPED GRATED LID.

AutoCAD SHX Text

Ex.%%C375 RCP

AutoCAD SHX Text

67.05

AutoCAD SHX Text

PIT NAME

AutoCAD SHX Text

PIT TYPE

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

INLET DIA.

AutoCAD SHX Text

INLET INVERT

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

PIT DEPTH

AutoCAD SHX Text

COVER

AutoCAD SHX Text

COMMENTS

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

REFER PIT DETAILS ON DWG SD18 FOR PIT LID LEVEL REFERENCE.

AutoCAD SHX Text

1.

AutoCAD SHX Text

NOTES :

AutoCAD SHX Text

PIT LIDS TO BE INSTALLED TO MATCH EXISTING SURFACE GRADES.

AutoCAD SHX Text

2.

AutoCAD SHX Text

PIT LIDS AND SURROUND TO BE APPROVED BY SUPERINTENDENT PRIOR TO PLACEMENT.

AutoCAD SHX Text

3.

AutoCAD SHX Text

PIT LID

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

8

AutoCAD SHX Text

7

AutoCAD SHX Text

SEP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

69.05

AutoCAD SHX Text

1.40

AutoCAD SHX Text

67.65

AutoCAD SHX Text

GTEP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

69.01

AutoCAD SHX Text

1.57

AutoCAD SHX Text

GRATED TOP ENTRY TO BE INSTALLED OVER EXISTING 600 RCP. REFER TYPICAL GRATED TOP ENTRY PIT TOSUIT 'M2 KERB' DETAIL ON DWG SD18.

AutoCAD SHX Text

67.44

AutoCAD SHX Text

9

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

69.03

AutoCAD SHX Text

1.21

AutoCAD SHX Text

67.82

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

10

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

69.13

AutoCAD SHX Text

0.98

AutoCAD SHX Text

68.15

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

Ex.2

AutoCAD SHX Text

JP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

69.09

AutoCAD SHX Text

1.66

AutoCAD SHX Text

67.43

AutoCAD SHX Text

Ex.%%C600 RCP

AutoCAD SHX Text

67.43

AutoCAD SHX Text

67.44

AutoCAD SHX Text

Ex.%%C600 RCP

AutoCAD SHX Text

Ex.%%C600 RCP

AutoCAD SHX Text

Ex.%%C600 RCP

AutoCAD SHX Text

67.60

AutoCAD SHX Text

68.04

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text


AutoCAD SHX Text

EXISTING SIDE ENTRY PIT LID TO BE MODIFIED TO A JUNCTION PIT LID.

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

67.67

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

SIDE ENTRY PIT WITH A 900x600/ LIGHT WEIGHT LID (R&S GRATING CODE: FRP-GREEN-9060 CLASS B.

AutoCAD SHX Text

REFER TYPICAL SIDE ENTRY PIT DETAIL ON DWG SD18. REFER IDM STANDARD DRAWING SD430.

AutoCAD SHX Text

SEP

AutoCAD SHX Text

67.84

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

SEP

AutoCAD SHX Text

REFER TYPICAL SIDE ENTRY PIT DETAIL ON DWG SD18. REFER IDM STANDARD DRAWING SD430.

AutoCAD SHX Text

6

AutoCAD SHX Text

SEP

AutoCAD SHX Text

900

AutoCAD SHX Text

600

AutoCAD SHX Text

68.64

AutoCAD SHX Text

1.01

AutoCAD SHX Text

67.63

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

JUNCTION PIT WITH A 900x600 'GATIC' HEAVY DUTY TRAFFICABLE LID. CLASS D.

AutoCAD SHX Text

REFER TYPICAL JUNCTION PIT DETAIL ON DWG SD18.

AutoCAD SHX Text

'GATIC' GULLY GRATE OR EQUAL APPROVED GALVANISED CLASS 'D' TRAFFICABLE METAL GRATE. (MUST BE BIKE SAFE)

AutoCAD SHX Text


AutoCAD SHX Text

P1

AutoCAD SHX Text

23.08.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text


AutoCAD SHX Text

P2

AutoCAD SHX Text

07.09.21

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

T1

AutoCAD SHX Text

21.10.21

AutoCAD SHX Text

FOR TENDER

AutoCAD SHX Text

RH

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

%%C375 RCP RRJ

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

67.23

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

AutoCAD SHX Text

(CLASS 4)

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC

TYPICAL DRAINAGE DETAILS

18009_SD18

T1

18 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

SECTION A-A

PLAN

SECTION B-B

TYPICAL JUNCTION PIT DETAIL

PIT REINFORCEMENT TABLE

TYPICAL TRENCH DETAILS

·

·

·

· ²·

TYPICAL GRATED TOP ENTRY PIT TO SUIT M2 KERB

PLAN VIEW

SECTION A-A

TYPICAL SIDE ENTRY PIT DETAIL

AutoCAD SHX Text

PIT COVER

AutoCAD SHX Text

A

AutoCAD SHX Text

A

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B

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B

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25 MAX MORTAR PACKING

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PIT COVER TYPE VARIES. REFER TO PIT SCHEDULE FOR DETAILS

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SCALE: N.T.S.

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SCALE: N.T.S.

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SCALE: N.T.S.

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PIT LENGTH "L" OR WIDTH "W"

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REINFORCEMENT

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UP TO 1200

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SL92

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1200 - 1800

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RL918

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1800 - 2400

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RL1218

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SCALE: N.T.S.

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100

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(NON-TRAFFICABLE AREAS)

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TYPICAL TRENCH INSTALLATION

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VARIES

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VARIES

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OVERLAY ZONE

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COMPACTED SAND

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150

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ORDINARY EARTH FROM EXCAVATION WHICH CONTAINS NO MORE THAN 20% ROCK FRAGMENTS (150mm MAX SIZE) TO BE COMPACTED IN 150mm LAYERS. COMPACTION TO MIN. 95% MODIFIED COMPACTION.

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BEDDING

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COMPACTED SAND

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(MIN 150)

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DESIGN FINISHED SURFACE LEVEL

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150 MIN.

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APPROVED TOPSOIL

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NOTE 3

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NOTE 3

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100

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(TRAFFICABLE AREAS)

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TYPICAL TRENCH INSTALLATION

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VARIES

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OVERLAY ZONE

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COMPACTED SAND

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NOTE 3

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BEDDING

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COMPACTED SAND

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DESIGN FINISHED SURFACE LEVEL

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NOTE 3

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PIPE

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PIPE

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2.

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1.

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TRENCH BACKFILLING NOTES :

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THE LOCATION OF EXISTING UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION AND LEVEL SHOULD BE PROVEN ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS.

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BACKFILL FOR STORMWATER PIPES UNDER ROAD PAVEMENT AND FOOTPATH TO BE CLASS 3 F.C.R. COMPACTED IN 150mm LAYERS.

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3.

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MINIMUM WIDTH 300mm. DISTANCE TO BE GREATER THAN OR EQUAL TO THE WIDTH OF COMPACTION EQUIPMENT USED SUCH THAT SUFFICIENT COMPACTION AROUND PIPEWORK CAN BE ACHIEVED.

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CLASS 3 FCR, PLACED & COMPACTED IN 150mm LAYERS TO 98% MODIFIED DENSITY RATIO

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CLASS 3 FCR, PLACED & COMPACTED IN 150mm LAYERS TO 98% MODIFIED DENSITY RATIO OR PAVEMENT AS PER OR PAVEMENT AS PER PAVEMENT AS PER ROAD PAVEMENT MAKEUP.

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VARIES

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(MIN 150)

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150 MIN.

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150

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VARIES

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DRAINAGE PIT NOTES: 1. ALL PITS ARE TO CONTAIN REINFORCEMENT AS PER THE REINFORCEMENT ALL PITS ARE TO CONTAIN REINFORCEMENT AS PER THE REINFORCEMENT TABLE BELOW. 2. PIT REINFORCEMENT SHALL HAVE 300mm MIN LAPS, CLEAR COVER TO BE PIT REINFORCEMENT SHALL HAVE 300mm MIN LAPS, CLEAR COVER TO BE 50mm MIN, CORNER RETURN REINFORCEMENT MAY BE FABRIC OR EQUIVALENT BARS, BARS GRADE 400Y AND FABRIC TO COMPLY WITH AS/NZS 4671, FABRIC IN SHAFT SHALL HAVE THE MAIN BARS POSITIONED HORIZONTALLY. 3. PRECAST UNITS MAY BE CONSTRUCTED TO THE MANUFACTURER'S DETAILS PRECAST UNITS MAY BE CONSTRUCTED TO THE MANUFACTURER'S DETAILS AND THE FOLLOWING ADDITIONAL REQUIREMENTS: COMBINED FACTORED LATERAL PRESSURE AT ANY POINT AT THE ULTIMATE LIMIT STATE SHALL NOT BE LESS THAN 25 kPa ADEQUATE DRAINAGE SHALL BE PROVIDED TO PIT WALLS TO AVOID HYDROSTATIC PRESSURE VERTICAL LOAD 210 kN APPLIED ANYWHERE ON PIT MINIMUM REINFORCEMENT AREA SHALL BE 150mm²/m /m CONCRETE SHALL BE NORMAL-CLASS N32 STANDARD STRENGTH OR HIGHER COMPLYING WITH THE REQUIREMENTS OF AS 1379 5. ALL PRECAST CONCRETE COVER FRAMES TO BE BEDDED ON MORTAR. ALL PRECAST CONCRETE COVER FRAMES TO BE BEDDED ON MORTAR. 6. ALL UNFILLED ACCESS COVERS AND FRAMES ARE TO BE FILLED WITH CLASS ALL UNFILLED ACCESS COVERS AND FRAMES ARE TO BE FILLED WITH CLASS N32 STRENGTH CONCRETE. 7. THE ENTRY POINTS FOR SUBSURFACE DRAINAGE PIPE LOCATIONS ARE TO BE THE ENTRY POINTS FOR SUBSURFACE DRAINAGE PIPE LOCATIONS ARE TO BE DETERMINED ON SITE PRIOR TO CASTING THE PIT. 8. SUBSURFACE DRAIN HOLES TO BE SEALED IF NOT USED. SUBSURFACE DRAIN HOLES TO BE SEALED IF NOT USED. 9. CONCRETE STRENGTH SHALL BE NORMAL-CLASS N32 (MIN) AT 28 DAYS .CONCRETE STRENGTH SHALL BE NORMAL-CLASS N32 (MIN) AT 28 DAYS .

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150

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A

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A

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VARIES

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100mm CLASS 3 FCR COMPACTED

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BEDDING

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150

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150

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VARIES

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150

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150

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VARIES

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150

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VARIES

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PIT LID LEVEL REFERENCE

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'GATIC' GULLY 'V TYPE' GRATE OR EQUAL APPROVED GALVANISED CLASS 'D' TRAFFICABLE METAL GRATE.

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SCALE: N.T.S.

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SCALE: N.T.S.

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'GATIC' GULLY GRATE OR EQUAL APPROVED GALVANISED CLASS 'D' TRAFFICABLE METAL GRATE.

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150

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VARIES

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150

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150

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VARIES

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150

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PIT PRE-CAST OR CAST IN SITU FRAME.

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REINFORCEMENT AS PER SD420

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PIT LID LEVEL REFERENCE

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RCP

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RCP

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RCP

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RCP

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M2 KERB

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M2 KERB

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FLOW DIRECTION

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SCALE: N.T.S.

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%%uSECTION A-A

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%%uPLAN

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%%uSECTION B-B

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APPROVED PIT COVER

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DIRECTION

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OF FLOW

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CONCRETE

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SHAPED TO

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MATCH PIPES

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A

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A

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B

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B

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REINFORCEMENT

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AS PER SD420

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25 MAX

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PIT COVER TYPE VARIES. REFER TO PIT SCHEDULE FOR DETAILS

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DIRECTION

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OF FLOW

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THROAT

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CHANNEL DEPTH TRANSITION

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CHANNEL DEPTH TRANSITION

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MORTAR PACKING

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LINE OF KERB

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APPROVED PIT COVER

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EXPANSION JOINT

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EXPANSION JOINT

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BACK OF KERB

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(LINE OF SETOUT)

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25 MAX

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MORTAR PACKING

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SCALE: N.T.S.

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SCALE: N.T.S.

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REFER PIT SCHEDULE

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P1

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23.08.21

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PRELIMINARY

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P2

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07.09.21

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PRELIMINARY

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FOR TENDER

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T1

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21.10.21

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FOR TENDER

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RH

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


18009_SD19

T1

19 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

TYPICAL KERB DETAILS

B2 KERB

TYPICAL LAYBACK KERB

PAVEMENT CONSTRUCTION DETAIL

B3 KERB

M2 KERB

PEDESTRIAN CROSSING - SECTION A-A

TYPICAL FOOTPATH LAYBACK DETAIL

(IDM STANDARD DRAWING SD200)

PLAN

B1 KERB

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450

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150

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150 MIN.

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40

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300

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LINE OF KERB

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110

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40

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R25

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R25

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150

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300

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25x25mm

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CHAMFER

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COMPACTED FINE CRUSHED ROCK CLASS 3 BEDDING. 100mm MINIMUM.

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100

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750

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100mm DEPTH CLASS 3 FCR BEDDING COMPACTED TO 98% STANDARD COMPACTION

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150

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150

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LINE OF KERB

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ALL SET OUT TAKEN TO BACK OF

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KERB UNLESS OTHERWISE SPECIFIED

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450

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15x15mm

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CHAMFER

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40

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25x25mm

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CHAMFER

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25R

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240

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%%USCALE: N.T.S.

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KERB BEYOND

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150

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1200

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90

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10

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NOTES: 1. REFER TO AS2876-2000 CONCRETE KERBS & CHANNELS REFER TO AS2876-2000 CONCRETE KERBS & CHANNELS FOR SPECIFIC REQUIREMENTS. 2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGN FOR THE RECOMMENDED USE OF KERBS & CHANNELS. 3. CONCRETE SHALL BE 25MPa COMPLYING WITH THE CONCRETE SHALL BE 25MPa COMPLYING WITH THE REQUIREMENTS OF AS1379 4. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED. 5. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB. 6. CONCRETE SPONGE FINISHED ON LAYBACK. CONCRETE SPONGE FINISHED ON LAYBACK. 7. CONSTRUCTION JOINTS LOCATED - 2500mm MAX. SPACING CONSTRUCTION JOINTS LOCATED - 2500mm MAX. SPACING - 2500mm MAX. SPACING - 75mm MIN. DEPTH 8. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS. 9. WIDTH SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF WIDTH SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.

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APPROVED SUBGRADE

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APPROVED SUBGRADE

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%%USCALE: N.T.S.

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VARIES

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LINE OF KERB

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PROPOSED KERB (B2 SHOWN)

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100mm MIN COMPACTED DEPTH 'CLASS 3" (MIN) FCR BEDDING.

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EXISTING PAVEMENT

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SAWCUT

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LINE

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MIN. PAVEMENT COMPRISING OF: WEARING COURSE: 30mm THICKNESS HOTMIX ASPHALT (TYPE N) 30mm THICKNESS HOTMIX ASPHALT (TYPE N) 30mm THICKNESS HOTMIX ASPHALT (TYPE N) BASE: 150mm THICKNESS CLASS 1 20mm NOM. FCR COMPACTED 150mm THICKNESS CLASS 1 20mm NOM. FCR COMPACTED COMPACTED TO A MINIMUM DENSITY OF 98% MODIFIED MAXIMUM DRY DENSITY (MMDD). . SUB-BASE: 150mm THICKNESS CLASS 3 40mm NOM. FCR 150mm THICKNESS CLASS 3 40mm NOM. FCR COMPACTED TO A MINIMUM DENSITY RATIO OF 96% MODIFIED. . TOTAL: 300mm THICKNESS 300mm THICKNESS

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VARIES (2%-6% TYPICALLY)

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REINSTATE VERGE WITH APPROVED TOPSOIL AND GRASS SEED.

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150mm

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MIN.

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%%UPAVEMENT WORKS:

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2. ANY SOFT SPOTS FOUND IN THE SUB-GRADE ARE TO BE REMOVED AND REPLACED WITH CLASS 3 FCR. SUPERINTENDENT TO WITNESS PROOF ROLLING OF SUBGRADE PRIOR TO INSTALLATION OF BASE MATERIAL.

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3. THE BASE MATERIAL IS TO COMPLY WITH VICROADS STANDARD SPECIFICATION FOR ROAD WORKS 812 - CRUSHED ROCK FOR BASE AND SUBBASE PAVEMENT.

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4. ALL BASE MATERIAL IS TO BE SPREAD AND COMPACTED IN ACCORDANCE WITH VICROADS STANDARD SPECIFICATION FOR ROAD WORKS SECTION 304 - UNBOUND FLEXIBLE PAVEMENT CONSTRUCTION.

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5. THE PAVEMENT IS TO BE PREPARED FOR BITUMINOUS SEALING IN ACCORDANCE WITH VICROADS STANDARD SPECIFICATION FOR ROAD WORKS 310 - PREPARATION OF GRANULAR PAVEMENTS FOR BITUMINOUS SURFACING.

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EXISTING SUBGRADE SHALL BE PROOF ROLLED & INSPECTED BY COUNCIL'S RELEVANT SUBJECT SUPERINTENDENT. ANY SOFT SPOTS WITHIN SUBGRADE ARE TO BE REMOVED AND REPLACED WITH CLASS 3 FCR UNDER THE DIRECTION OF THE SUPERINTENDENT.

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150mm

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150mm

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(B2 KERB SHOWN)

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50mm MIN. SEAL OVERLAP AT TIE-IN LOCATIONS.

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LINE OF KERB

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R25

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110

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40

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140

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10

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450

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150

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%%USCALE N.T.S.

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R25

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150

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300

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APPROVED SUBGRADE

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240

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600

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300

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25 CHAMFER

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25 CHAMFER

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300

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100mm COMPACTED FINE CRUSHED ROCK CLASS 3 BEDDING

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40

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%%USCALE N.T.S.

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600

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125

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100mm COMPACTED DEPTH CLASS 3, 20mm NOM. SIZE FINE CRUSHED ROCK.

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100

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R12 DEFORMED BARS 450mm LONG AT 400mm CENTERS PERPENDICULAR TO KERB

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CONSTRUCT NEW 125mm DEPTH 25MPa PATH WITH SL72 CENTRALLY PLACED.

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SCALE N.T.S.

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(1 IN 8 MAX.)

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750

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SPLAY

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A

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A

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BACK OF KERB

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VARIES

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KERB TYPE VARIES

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750

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VARIES

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E.J.

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1 in 8 (MAX)

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300 ±10

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1000 MIN.

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LANDING 1500 (MIN.)

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E.J.(REFER DETAIL)(REFER DETAIL)

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LANDING 1500 (MIN.)

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%%USCALE: N.T.S.

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KERB TO FORM SHARP TRANSITION WITH NO LIP.

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150

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LAYBACK THICKENING (150mm DEPTH)

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NOTES: 1. REFER TO AS2876-2000 CONCRETE KERBS & CHANNELS FOR REFER TO AS2876-2000 CONCRETE KERBS & CHANNELS FOR SPECIFIC REQUIREMENTS. 2. BEDDING TO BE COMPACTED CLASS 3 FCR. BEDDING TO BE COMPACTED CLASS 3 FCR. 3. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY & KERB. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY & KERB. 4. CONCRETE TO BE FINE SOFT HAIR BROOM FINISH ON LAYBACK. CONCRETE TO BE FINE SOFT HAIR BROOM FINISH ON LAYBACK. 5. CONSTRUCTION JOINTS LOCATED AT 2500mm MAX SPACINGS WITH CONSTRUCTION JOINTS LOCATED AT 2500mm MAX SPACINGS WITH A MINIMUM 75mm DEPTH. 6. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB. 7. MINIMUM CONCRETE STRENGTH TO BE 25MPA. MINIMUM CONCRETE STRENGTH TO BE 25MPA. 8. TACTILE GROUND SURFACE INDICATORS (TGSI) ARE TO BE TACTILE GROUND SURFACE INDICATORS (TGSI) ARE TO BE INSTALLED (WHERE REQUIRED) AS PER THE REQUIREMENTS OF AS1428.4. 9. TGSI'S ARE TO BE INSTALLED AS PER VICROADS ROAD DESIGN TGSI'S ARE TO BE INSTALLED AS PER VICROADS ROAD DESIGN NOTE 06-06, THE TGSI'S ARE TO BE SETBACK 300mm FROM THE LINE OF KERB OR EDGE OF HAZARD. WHERE THE KERB IS SKEWED, THE CLOSEST CORNER OF THE WARNING TGSI MUST BE SETBACK 300mm FROM THE LINE OF THE KERB. 9.1. WHERE THIS SETBACK CAN BE ACHIEVED - TGSI'S AS LISTED WHERE THIS SETBACK CAN BE ACHIEVED - TGSI'S AS LISTED ON VICROADS DESIGN NOTE RDN 06-05 OF WHICH (ONLY THOSE THAT ARE TO BE MOUNTED WITH BOTH AN ADHESIVE PRODUCT AND A MECHANICAL FIXING, ARE TO BE USED) AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS. NO PEEL BACK AND STICK. 9.2. WHERE THIS SETBACK CANNOT BE ACHIEVED - CERAMIC TYPE, WHERE THIS SETBACK CANNOT BE ACHIEVED - CERAMIC TYPE, INTEGRATED TGSI'S AS LISTED ON VICROADS DESIGN NOTE RDN 06-05 ARE TO BE USED, INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. NO PEEL BACK AND STICK. 10. FOR STRAIGHT LOCATIONS - TGSI'S AS LISTED ON VICROADS FOR STRAIGHT LOCATIONS - TGSI'S AS LISTED ON VICROADS DESIGN NOTE RDN 06-05 OF WHICH (ONLY THOSE THAT ARE TO BE MOUNTED WITH BOTH AN ADHESIVE PRODUCT AND A MECHANICAL FIXING, ARE TO BE USED) AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS. NO PEEL BACK AND STICK. 11. TGSI'S ARE NOT TO BE YELLOW AS YELLOW DENOTES A HAZARD TGSI'S ARE NOT TO BE YELLOW AS YELLOW DENOTES A HAZARD AND TGSI'S ARE NOT HAZARDOUS. LUMINANCE CONTRAST MUST BE ACHIEVED BUT NOT BY USING YELLOW. SUPPLY COMPANIES CAN PROVIDE ADVICE ON ACHIEVING LUMINANCE CONTRAST.

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PRAM CROSSING (KERB RAMP) 1520 (MAX.)

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(1 IN 50 MAX.)

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KERB RAMP 1520 (MAX.)

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1 in 50 (MAX)

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P1

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23.08.21

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PRELIMINARY

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P2

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07.09.21

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PRELIMINARY

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FOR TENDER

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T1

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21.10.21

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FOR TENDER

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RH

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1. REFER GEOTECHNICAL PAVEMENT INVESTIGATION PREPARED BY GEOTECHNICAL TESTING SERVICES (GTS). REPORT No.20C 1180

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200

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150

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150

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LINE OF KERB

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110

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40

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R25

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R25

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150

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300

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25x25mm

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CHAMFER

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%%USCALE N.T.S.

APP.

SHEET NO.

DRAWING NO.

A1

DESCRIPTIONDATE

DRAWN

DESIGNED

0

Scale

C





NOT TO BE SCALED.

REVISION NO.

HEIL

ENGINEERING

CONSULTANTS

PTY LTD



SWAN HILL, VIC 3585


NO.

RELEASE DETAILS

DOCUMENT STATUS

CAD:

P. 03 50332189

P. 03 52552220



SWAN HILL, VIC


18009_SD20

T1

20 of 20

18009_SD01-20.dwg

RH AUG 21

BC AUG 21

FOR TENDER

TYPICAL CONCRETE FOOTPATH / DRIVEWAY & APRON AREA DETAILS

SAW-CUT DETAILS (S.C)

EXPANSION / CONSTRUCTION JOINT DETAIL (E.J.)

JOINT DETAIL WITH EXISTING PAVEMENT / KERB

³

TYPICAL CROSS SECTION

CONCRETE PATH

TYPICAL PERMEABLE PAVED FOOTPATH

CROSS-SECTION

TYPICAL PERMEABLE PAVING AREA DETAILS

TYPICAL HOUSE DRAIN KERB ADAPTOR DETAIL

(IDM STANDARD DRAWING SD140)

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EXPANSION JOINTS AT MIN. 12.5m SPACINGS

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NOTE:

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150mm "JOINTEX" OR SIMILAR

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75

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50

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100

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125

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SUB-BASE

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100mm CONSOLIDATED THICKNESS

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CLASS 3 FINE CRUSHED ROCK

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SL72 MESH 50mm BELOW TOP

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OF CONCRETE PAVING ON BAR CHAIRS

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SUB-BASE

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CLASS 3 FINE CRUSHED ROCK

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100mm CONSOLIDATED THICKNESS

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100

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NOTE:

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MAXIMUM JOINT SPACING 3.0m

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R16 DOWEL BARS 800mm LONG @ 300 CTRS.

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GROOVE/SAW CUT 32mm DEEP AND FILL WITH APPROVED SEALANT

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DOWEL BARS TO BE COATED WITH WATER RESISTANT GREASE APPROX. 0.1mm THICK.

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75

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12

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"CONSTEEL" OR APPROVED EQUAL EXPANSION CAP

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125

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AT 300 CENTRES

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R16 BARS x 800mm LONG

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SEALANT.

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75

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AND CAPPED ONE END

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50

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125

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100

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APPROVED BOND BREAKING COMPOUND

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25MPa CONCRETE

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USE SELF EXPANDING CORK FILLER. ALLOW 25mm

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DEEP SEALANT RESERVOIR. FILL WITH APPROVED

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SCALE N.T.S.

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70

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100mm COMPACTED CLASS 3

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CRUSHED ROCK BEDDING

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EXISTING PAVEMENT / KERB

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50

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SCALE N.T.S.

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CONCRETE PAVEMENT WORKS: GENERAL 1. F'c 25MPa CONCRETE CHARACTERISTIC 28 DAY STRENGTH WATER/CEMENT RATIO NOT EXCEED 0.55 F'c 25MPa CONCRETE CHARACTERISTIC 28 DAY STRENGTH WATER/CEMENT RATIO NOT EXCEED 0.55 2. MAX SLUMP 50mm MAX SLUMP 50mm 3. PORTLAND CEMENT CONTENT OF MIX SHALL NOT BE LESS THAN 300KG/m³ PORTLAND CEMENT CONTENT OF MIX SHALL NOT BE LESS THAN 300KG/m³ 4. SHRINKAGE LIMIT WHEN TESTED IN ACCORDANCE WITH AS1012 - PART 13 SHALL NOT EXCEED 650 SHRINKAGE LIMIT WHEN TESTED IN ACCORDANCE WITH AS1012 - PART 13 SHALL NOT EXCEED 650 MICRO-STRAINS 5. COVER TO TOP OF REINFORCEMENT SHALL BE 50mm UNLESS OTHERWISE NOTED, BEDDING SHALL BE COVER TO TOP OF REINFORCEMENT SHALL BE 50mm UNLESS OTHERWISE NOTED, BEDDING SHALL BE 20mm, NOMINAL SIZE 100mm, THICKNESS CLASS 3 FCR UNLESS OTHERWISE NOTED PLACEMENT 1. CONCRETE SHALL BE TRANSPORTED INTO ITS FINAL POSITION IN SUCH A MANOR THAT SEGREGATION CONCRETE SHALL BE TRANSPORTED INTO ITS FINAL POSITION IN SUCH A MANOR THAT SEGREGATION DOES NOT OCCUR 2. CONCRETE SHALL BE PLACED VERTICALLY AND NEAR AS POSSIBLE TO ITS FINAL POSITION CONCRETE CONCRETE SHALL BE PLACED VERTICALLY AND NEAR AS POSSIBLE TO ITS FINAL POSITION CONCRETE SHALL NOT BE DROPPED FROM AN EXCESSIVE HEIGHT OR VIBRATED INTO POSITION 3. PLACEMENT SHALL BE CONTINUOUS BETWEEN PLANNED CONSTRUCTION JOINTS WITHOUT THE USE OF PLACEMENT SHALL BE CONTINUOUS BETWEEN PLANNED CONSTRUCTION JOINTS WITHOUT THE USE OF INTERMEDIATE HEADER BOARDS 4. PARTICULAR ATTENTION SHALL BE GIVEN TO EDGES AND JOINTS PARTICULAR ATTENTION SHALL BE GIVEN TO EDGES AND JOINTS FINISH 1. FINISH SHALL BE EXPOSED AGGREGATE 'DARLING MIX'. FINISH SHALL BE EXPOSED AGGREGATE 'DARLING MIX'. 2. FINAL FINISHING INCLUDES FLOATING AND TEXTURING THE PAVEMENT, FINAL FINISHING SHALL COMMENCE FINAL FINISHING INCLUDES FLOATING AND TEXTURING THE PAVEMENT, FINAL FINISHING SHALL COMMENCE ONLY AFTER THE WATER SHEEN HAS LEFT THE PAVEMENT SURFACE 3. UNLESS OTHERWISE NOTED THE PAVEMENT SHALL BE BROOM TEXTURED, KEEPING THE TEXTURED GRAIN UNLESS OTHERWISE NOTED THE PAVEMENT SHALL BE BROOM TEXTURED, KEEPING THE TEXTURED GRAIN PARALLEL TO THE INTENDED FALL OF THE PAVEMENT CURING 1. PAVEMENT SHALL BE CURED AND PROTECTED OVER THE ENTIRE SURFACE AGAINST THE LOSS OF PAVEMENT SHALL BE CURED AND PROTECTED OVER THE ENTIRE SURFACE AGAINST THE LOSS OF MOISTURE FOR AT LEAST 4 DAYS, ALL NECESSARY EQUIPMENT SHOULD BE PREPARED ON HAND AND ON SITE PRIOR TO COMMENCING PLACEMENT OF CONCRETE CONSTRUCTION JOINTS 1. CONTRACTION, LONGITUDINAL ISOLATION AND CONSTRUCTION JOINTS SHALL BE PLACED AS SHOWN ON CONTRACTION, LONGITUDINAL ISOLATION AND CONSTRUCTION JOINTS SHALL BE PLACED AS SHOWN ON THE DRAWINGS, UNLESS OTHERWISE INSTRUCTED BY THE SUPERINTENDENT OF WORKS 2. SAW CUTTING SHALL COMMENCE AS EARLY AS POSSIBLE, BUT NOT SO EARLY AS TO CAUSE SAW CUTTING SHALL COMMENCE AS EARLY AS POSSIBLE, BUT NOT SO EARLY AS TO CAUSE UNACCEPTABLE RAVELING OF THE JOINT EDGE, SAW CUTTING SHOULD NORMALLY BE COMPLETED WITHIN 24 HOURS OF PLACEMENT 3. THE DEPTH OF THE SAW CUT SHALL BE A MINIMUM OF 25% AND A MAXIMUM OF 33% OF THE SLAB THE DEPTH OF THE SAW CUT SHALL BE A MINIMUM OF 25% AND A MAXIMUM OF 33% OF THE SLAB THICKNESS 4. JOINTS MAY BE FORMED OR SAW CUT TO THE REQUIRED DIMENSIONS, REMOVAL OF CONTAMINANTS MAY JOINTS MAY BE FORMED OR SAW CUT TO THE REQUIRED DIMENSIONS, REMOVAL OF CONTAMINANTS MAY REQUIRE GRINDING, SANDBLASTING, WIRE BRUSHING, WATER BLASTING OR A COMBINATION OF THESE TECHNIQUES 5. JOINT FACES MUST BE CLEAN AND DRY WHEN THE SEALANT IS INSTALLED JOINT FACES MUST BE CLEAN AND DRY WHEN THE SEALANT IS INSTALLED 6. ALL PITS, MANHOLES AND TRENCH DRAINS TO BE COMPLETELY ISOLATED FROM THE PAVEMENT BY AN ALL PITS, MANHOLES AND TRENCH DRAINS TO BE COMPLETELY ISOLATED FROM THE PAVEMENT BY AN ISOLATION JOINT REINFORCEMENT 1. IN ACCORDANCE WITH THE FOLLOWING AUSTRALIAN STANDARDS IN ACCORDANCE WITH THE FOLLOWING AUSTRALIAN STANDARDS - AS1302 - STEEL REINFORCEMENT BARS FOR CONCRETE AS1302 - STEEL REINFORCEMENT BARS FOR CONCRETE - AS1303 - DRAWN STEEL REINFORCEMENT WIRE FOR CONCRETE AS1303 - DRAWN STEEL REINFORCEMENT WIRE FOR CONCRETE - AS1304 - DRAWN STEEL WIRE REINFORCEMENT FABRIC FOR CONCRETE AS1304 - DRAWN STEEL WIRE REINFORCEMENT FABRIC FOR CONCRETE 2. REINFORCEMENT SHALL BE FREE FROM DIRT, OIL, PAINT, GREASE OR ANY OTHER MATERIAL WHICH WILL REINFORCEMENT SHALL BE FREE FROM DIRT, OIL, PAINT, GREASE OR ANY OTHER MATERIAL WHICH WILL REDUCE THE BOND OF THE CONCRETE 3. LOCATED AS SPECIFIED ON THE DRAWINGS, PLACED ON SUITABLE BAR CHAIRS, NOT EXCEEDING A LOCATED AS SPECIFIED ON THE DRAWINGS, PLACED ON SUITABLE BAR CHAIRS, NOT EXCEEDING A REGULAR GRID OF 1 METER 4. MINIMUM LAP FOR SL82 MESH SHALL BE 425mm, AND HAVE A MINIMUM SIDE LAP OF 225mm, LAPPED MINIMUM LAP FOR SL82 MESH SHALL BE 425mm, AND HAVE A MINIMUM SIDE LAP OF 225mm, LAPPED PORTIONS SHALL BE TIED WITH WIRE AT A MAXIMUM SPACING OF 500mm DOWEL JOINT 1. DOWELS SHALL BE SMOOTH AND HAVE SAWN ENDS AND BEVELED AND BE FREE OF BURRED EDGES DOWELS SHALL BE SMOOTH AND HAVE SAWN ENDS AND BEVELED AND BE FREE OF BURRED EDGES 2. HALF OF THE DOWEL SHALL BE COATED WITH A BOND BREAKING COMPOUND OR BE ENCLOSED IN A HALF OF THE DOWEL SHALL BE COATED WITH A BOND BREAKING COMPOUND OR BE ENCLOSED IN A TIGHT FITTING PLASTIC SHEATH 3. DOWELS SHALL BE PLACED IN ASSEMBLIES AT JOINT LOCATIONS IN ADVANCE OF PAVING OPERATIONS, DOWELS SHALL BE PLACED IN ASSEMBLIES AT JOINT LOCATIONS IN ADVANCE OF PAVING OPERATIONS, DOWELS SHALL NOT BE INSERTED INTO FRESH CONCRETE EITHER DURING OR AFTER PLACEMENT TIE BARS 1. TIE BARS SHALL BE DEFORMED REINFORCEMENT BARS, THEY SHALL BE FREE OF LUBRICANT AND FIXED TIE BARS SHALL BE DEFORMED REINFORCEMENT BARS, THEY SHALL BE FREE OF LUBRICANT AND FIXED INTO POSITION PRIOR TO PLACEMENT OF CONCRETE

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CRUSHED ROCK BEDDING

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100mm MIN. THICKNESS CLASS 3

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2%%% (MAX)

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WITH SL72 MESH 50mm TOP COVER.

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125mm THICK CONCRETE PATH

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VARIES

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75mm

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75mm

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VARIES

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GENERAL NOTES: 1. ALL DIMENSIONS SHOWN ARE IN METERS. ALL DIMENSIONS SHOWN ARE IN METERS. 2. ALL LEVELS AND GRADES SHALL BE IN ACCORDANCE WITH ALL LEVELS AND GRADES SHALL BE IN ACCORDANCE WITH AS1428.1-2009 DESIGN FOR ACCESS & MOBILITY PART 1: GENERAL REQUIREMENTS FOR ACCESS - NEW BUILDING WORKS. 3. EXISTING SERVICE LOCATIONS ARE INDICATIVE ONLY AND ARE TO BE EXISTING SERVICE LOCATIONS ARE INDICATIVE ONLY AND ARE TO BE CONFIRMED ON SITE PRIOR TO WORKS.

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JOINTING SAND INFILL TO OPENINGS

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'PREMIER HYDROPAVER' OR APPROVED EQUAL TO LANDSCAPE ARCHITECTS SPECIFICATIONS.

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BASE COURSE (MIN. 80mm THICKNESS) 20-5mm NO FINES CRUSHED AGGREGATE.

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BEDDING (MIN. 30mm THICKNESS) 2-5mm NO FINES CRUSHED AGGREGATE.

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B2 KERB PROFILE

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INSERT 100mm DIA. KERB ADAPTOR

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SECTION VIEW

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90mm uPVC PIPE

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NOTES: 1. ALL KERB ADAPTORS ARE TO BE AN APPROVED ALL KERB ADAPTORS ARE TO BE AN APPROVED PROPRIETARY PRODUCT FROM EITHER HEAVY DUTY uPVC OR HOT DIPPED GALVANISED MILD STEEL. 2. KERB IS TO BE NEATLY SAW CUT & ADAPTOR EPOXIED KERB IS TO BE NEATLY SAW CUT & ADAPTOR EPOXIED INTO POSITION. 3. KERB ADAPTOR TO BE INSTALLED FLUSH WITH THE TOP KERB ADAPTOR TO BE INSTALLED FLUSH WITH THE TOP OF KERB.

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B2 KERB ADAPTOR

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P1

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23.08.21

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PRELIMINARY

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P2

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07.09.21

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PRELIMINARY

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FOR TENDER

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T1

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21.10.21

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FOR TENDER

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RH

swan hill rural city council for tender

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