LEGEND - villawoodproperties.com.au...calibre consulting (melb) pty ltd level 2, 55 southbank...

SAP.

SAP.

LIGHTPOLE

LIGHTPOLE

SIGN

SIGN

SIGN

SIGNSIGNSIGN

SIGN

SIGN

ELEC.PIT

GPGPGPGP

GPGPGPGPGPGP

TELECOM.PIT

N

WARNING

Existing Swale Drain

Permanent Survey Mark

direction of fall to levels indicatedAllotment to be graded evenly in

Temporary Bench Mark

Ex. Level 1 Fill > 200mm Deep

Retaining Wall

Proposed Driveway

Level 1 Fill > 200mm Deep

Top of Retaining WallFinished Ridge Line LevelFinished Building Line LevelExisting Surface Level

Limit of Works

Existing Stormwater Drain

Electricity (Underground)

Tactile Paver - DirectionalTactile Paver - Hazard

Building Envelope

Bottom of Retaining Wall



Direction of Fall

Concrete Edge Strip with SubsoilDrain underneath "No Road " sign and Barrier

Intersection Threshold Treatment


Stormwater Drain, Pitand Property Inlet

Gas & Water Conduits

Swale Drain

House Drain

Sewer, Maintenance Structuresand Property Connection

GasTelstraWater

LEGEND

Existing House Drain

Existing Stormwater DrainExisting WaterExisting TelstraExisting GasExisting Electricity (Overhead)Existing Electricity (Underground)

Existing Sewer

Existing Tree to Remain

Existing Tree to be Removed

Overland Flow

Future Level 1 > 200mm Deep

CONSULT AUSTRALIA

T

CALIBRE CONSULTING (MELB) PTY LTDLevel 2, 55 Southbank BoulevardSouthbank VIC 3006 03 9203 9000

www.calibreconsulting.coC 2014

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GULFSTREAM STREET

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UNITY DRIVE

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COMPASS

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AVIATION

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178.79

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96^57'05"

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2845

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2846

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S700

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S701

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2305

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OASIS DRIVE

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GOLDEN WATTLE

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UNITY DRIVE

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COMPASS WAY

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DRIVE

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2m S E

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FS31.34

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ES31.24

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FR31.93

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FR31.85

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4m RIDGE

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TRANSITION BETWEEN KERB TYPES, 5m EAST FROM TP

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TRANSITION BETWEEN KERB TYPES ACCROSS RADIUS

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COUNCIL WORKS

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VICROADS WORKS

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FOR VIC ROADS INTERSECTION WORKS, REFER TO VICROADS PLANS M100611-SC-VR01-VR24

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REMOVE EXISTING EDGE STRIP, "NO ROAD" SIGN & BARRIER AND MATCH NEATLY TO EXISTING CONSTRUCTION

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EXISTING ACCESS TRACK TO BE REMOVED

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611010 GROUND COORDINATES E 266 671.836 N 5 765 882.644 RL 32.035 RM SPIKE FD

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EXISTING CATCH DRAIN TO BE EXCAVATED TO A SOUND BASE, FILLED AND COMPACTED TO THE SATISFACTION OF THE SUPERINTENDANT

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EXISTING STRUCTURE TO BE REMOVED AND DISPOSED OFFSITE

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NOTE: EXISTING DRAINAGE PIT COVER LEVELS ALONG GOLDEN WATTLE DRIVE, OASIS DRIVE, UNITY DRIVE/COMPASS WAY INTERSECTION, TO BE ADJUSTED TO SUIT REVISED FINISHED SURFACE LEVELS. FOR PIT TYPES REFER PIT SCHEDULE AND EARLIER STAGE WORKS

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BREAK INTO EAST WALL OF PIT AND CONNECT PROPOSED 375 DIA. PIPE

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EXISTING STAGE 11

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EXISTING STAGE 28

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PROVIDE TEMPORARY TURN AROUND AREA IF FUTURE STAGE HAS NOT COMMENCED

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BREAK INTO EXISTING PIT AND CONNECT HOUSE DRAIN

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2.85m WIDE x 6.5m LONG BUS SHELTER PAD. 200mm 32MPa CONCRETE SLAB INFILL, WITH SL82 REINFORCEMENT MESH, 50mm COVER BOTTOM AND SIDES. FOR DETAILS REFER TO CGG711 AND CGG712. CONCRETE BUS BAY TO BE GRADED AT MAXIMUM SLOPE OF 1 IN 40. ADJACENT FOOTPATH TO BE SHAPED TO SUIT

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Ex.5

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110

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EXISTING STAGE 28

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TRANSITION BETWEEN KERB TYPES, 5m EAST FROM NOMINATED CHAINAGE

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Ex.35

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CH551.843

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CH839.361

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TPCH821.071

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CH559.691

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CH575.691

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CH591.691

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CH606.766

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CH622.766

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CH638.766

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CH654.766

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CH670.766

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CH686.766

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CH541.012

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CH557.012

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CH571.012

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CH587.012

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CH601.012

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CH631.012

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CH647.012

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CH661.012

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CH677.012

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CH33.000

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CH36.000

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CH343.865

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CH388.865

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CH402.865

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CH39.582

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CH55.582

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CH343.865

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LTPCH 354.915

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LTPCH 378.815

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RTPCH 420.321

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Ex.2

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TPCH 11.950

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LTPCH 22.079

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CH55.582

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TPCH 688.492

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TPCH 643.569

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TPCH 620.197

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LTPCH 554.691

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CONNECT TO EXISTING 300DIA. STUB. ADJUST PIT COVER LEVEL AND FIT WITH SEP TYPE COVER, TO SUIT PROPOSED STAGE 23 FINISHED SURFACE

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CONNECT TO EXISTING 300DIA. STUB. ADJUST PIT COVER LEVEL AND FIT WITH JP TYPE COVER, TO SUIT PROPOSED STAGE 23 FINISHED SURFACE

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CONNECT TO EXISTING 300DIA. STUB. ADJUST PIT COVER LEVEL AND FIT WITH SEP TYPE COVER, TO SUIT PROPOSED STAGE 23 FINISHED SURFACE

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CONNECT TO EXISTING 450DIA. STUB. ADJUST PIT COVER LEVEL AND FIT WITH JP TYPE COVER, TO SUIT PROPOSED STAGE 23 FINISHED SURFACE

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GRATED ENTRY PITS. PITS TO BE PROVIDED WITH HEAVY DUTY COVER AND GRATE. PIT GRATE TO BE BICYCLE SAFE AND CONFORM TO AS3996

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FUTURE DEVELOPMENT (BY OTHERS)

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INSTALL PSM

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CONCRETE INFILL SHOWN THUS

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PROVIDE A 6m WIDE INDUSTRIAL CROSSING FOR SALES OFFICE

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GOLDEN WATTLE DRIVE

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BEWARE OF UNDERGROUND SERVICES

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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.

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1:500

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FR157.40

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TW159.30

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BW159.30

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141.34

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FS140.35

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I

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E

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G

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T

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W

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S

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D

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Ex G

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Ex T

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Ex D

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O/H E

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REVISION

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DRAWING NUMBER

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SIGNED

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PROJECT ENGINEER

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SCALE @ A1

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TITLE

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PROJECT MANAGER

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DATE

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DATE FIRST ISSUE

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DRAWN

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DESIGNED

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PROJECT

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CLIENT

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H:\M10\M100611.23\CIVIL\ACAD\M100611.23-C02.DWG

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A.C.N. 109 448 982

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STAGE 23

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LAYOUT PLAN - 1

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1:500

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R.TALASILA

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R.KOZUL

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J.CONSIGLIO

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T.PALIOS

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MAY 2015

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AC

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A

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B

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C

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0

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1

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2

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3

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4

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AC

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ISSUED FOR APPROVAL

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19/06/15

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COUNCIL COMMENTS DATED 9/06/15

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17/07/15

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23/07/15

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CONSTRUCTION ISSUE

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11/08/15

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LOT LEVEL 2302/2303 AMENDED

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26/08/15

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16/11/15

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EXISTING LEVEL 1 FILL SHOWN ON LOTS 2360 & 2361

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UNITY DRV. ELEC & REC. WATER RELOCATED

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25/11/15

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LOT BOUNDARY 2353/2354 RELOCATED

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15/06/16

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AS CONSTRUCTED ISSUE

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M100611.23-C02

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AS CONSTRUCTED

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ROAD LAYOUT TABLE

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ROAD NAME

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ROAD TYPE

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RESERVE WIDTH (m)

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ROAD WIDTH (m)

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KERB TYPE

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VERGE WIDTH (m)

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LIP to LIP

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INV to INV

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BACK to BACK

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NTH/WEST

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STH/EAST

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NTH/EAST

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STH/WEST

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UNITY DRIVE (WEST OF REMARKABLE DRIVE)

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CONNECTOR

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25.00

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14.40

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15.00

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15.30

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B2

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B2

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5.35

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4.35

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UNITY DRIVE (EAST OF REMARKABLE DRIVE)

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CONNECTOR

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27.50

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17.40

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18.00

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18.30

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B2

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B2

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5.10

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4.10

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COMPASS WAY

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ACCESS

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16.00

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6.70

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7.30

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7.60

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B2

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B2

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4.20

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4.20

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OASIS DRIVE

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ACCESS

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16.00

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6.70

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7.30

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7.60

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B2

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B2

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4.20

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4.20

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GOLDEN WATTLE DRIVE

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ACCESS

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16.00

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6.70

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7.30

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7.60

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B2

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B2

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4.20

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4.20

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VEGA STREET

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ACCESS

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16.00

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6.70

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7.30

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7.60

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B2

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B2

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4.20

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4.20

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FUSSION WAY

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ACCESS

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16.00

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6.70

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7.30

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7.60

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B2

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B2

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4.20

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4.20

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FOUNDATION DRIVE WAY

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ACCESS

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18.00

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6.70

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7.30

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7.60

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B2

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B2

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5.20

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5.20

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NOTE: ROAD WIDTH DATA FOR UNITY DRIVE REFERS TO OUTSIDE KERB, WHERE MEDIAN PRESENT IN ROAD COMPOSITION

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SERVICES OFFSET SCHEDULE

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ROAD NAME

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GAS

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RECYCLED WATER

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WATER

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ELECTRICITY

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COMMUNICATION

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RECYCLED WATER DISTRIBUTION MAIN

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SIDE

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OFFSET (m)

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SIDE

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OFFSET (m)

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SIDE

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OFFSET (m)

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SIDE

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OFFSET (m)

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SIDE

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OFFSET (m)

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SIDE

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OFFSET (m)

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UNITY DRIVE (WEST OF REMARKABLE DRIVE)

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SOUTH

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2.10

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NORTH

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4.10

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SOUTH

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3.30

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NORTH

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3.35

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NORTH

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2.775

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SOUTH

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2.700

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SOUTH

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2.10

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NORTH

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4.10

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SOUTH

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3.30

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NORTH

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3.35

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NORTH

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2.775

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SOUTH

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2.700

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COMPASS WAY

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WEST

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2.10

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WEST

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2.50

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WEST

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3.00

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EAST

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2.60

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EAST

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1.775

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OASIS DRIVE

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EAST

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2.10

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EAST

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2.50

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3.00

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WEST

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2.60

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WEST

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1.775

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GOLDEN WATTLE DRIVE

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NORTH

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2.10

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NORTH

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2.60

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NORTH

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3.10

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SOUTH

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2.60

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SOUTH

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1.775

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VEGA STREET

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WEST

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2.10

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WEST

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2.50

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WEST

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2.90

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EAST

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2.60

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EAST

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1.775

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FUSION WAY

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WEST

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2.10

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WEST

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2.60

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WEST

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3.10

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EAST

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2.60

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EAST

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1.775

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FOUNDATION DRIVE

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EAST

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2.10

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EAST

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2.60

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EAST

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3.10

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WEST

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2.60

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WEST

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1.775

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FOR CONTINUATION REFER TO SHEET C03

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NOTES: 1.ALL VEHICLE AND PRAM CROSSING LAYBACKS TO BE MINIMUM OF 1.0m ALL VEHICLE AND PRAM CROSSING LAYBACKS TO BE MINIMUM OF 1.0m FROM PITS. 2.ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE CROSSINGS. ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE CROSSINGS. 3.ALL PRAM CROSSINGS TO BE DDA COMPLIANT. ALL PRAM CROSSINGS TO BE DDA COMPLIANT. 4.VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE AND RESERVE TO VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE AND RESERVE TO FORM PART OF LANDSCAPE WORKS. 5.SIDE ENTRY PITS SHOWN OFFSET BY 1m FROM TANGENT POINTS, TO SIDE ENTRY PITS SHOWN OFFSET BY 1m FROM TANGENT POINTS, TO ACCOMMODATE CHANNEL DEPTH TRANSITION. FOR DETAILS REFER TO IDM STANDARD DRAWING SD430 6.ALL COORDINATES SHOWN ARE TO AHD ALL COORDINATES SHOWN ARE TO AHD 7.THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS MUST ACCORD THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS MUST ACCORD WITH SECTION 2.2.3.1 OF AS/NZS 1428.4:2002 8.WHERE EASTING AND NORTHING PROVIDED FOR DRAINAGE SETOUT, WHERE EASTING AND NORTHING PROVIDED FOR DRAINAGE SETOUT, COORDINATES RELATE TO CENTRE OF PIT BASE 9.PROPERTY INLET POINT CHAINAGES ARE MEASURED FROM THE PROPERTY INLET POINT CHAINAGES ARE MEASURED FROM THE DOWNSTREAM PIT 10.CONTRACTOR TO CONFIRM WITH CALIBRE CONSULTING REPRESENTATIVE, CONTRACTOR TO CONFIRM WITH CALIBRE CONSULTING REPRESENTATIVE, PRIOR TO THE REMOVAL OF ANT TREES 11.SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE TO BE ROTATED TO SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE TO BE ROTATED TO ENSURE COVER POSITION IS LOCATED WITHIN FOOTPATH

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DATE

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COMMENTS

N

WARNING

Existing Swale Drain

Permanent Survey Mark

direction of fall to levels indicatedAllotment to be graded evenly in

Temporary Bench Mark

Ex. Level 1 Fill > 200mm Deep

Retaining Wall

Proposed Driveway

Level 1 Fill > 200mm Deep

Top of Retaining WallFinished Ridge Line LevelFinished Building Line LevelExisting Surface Level

Limit of Works



Tactile Paver - DirectionalTactile Paver - Hazard

Building Envelope

Bottom of Retaining Wall



Direction of Fall

Concrete Edge Strip with SubsoilDrain underneath "No Road " sign and Barrier

Intersection Threshold Treatment


Stormwater Drain, Pitand Property Inlet

Gas & Water Conduits

Swale Drain

House Drain

Sewer, Maintenance Structuresand Property Connection

GasTelstraWater

LEGEND

Existing House Drain

Existing Stormwater DrainExisting WaterExisting TelstraExisting GasExisting Electricity (Overhead)Existing Electricity (Underground)

Existing Sewer

Existing Tree to Remain

Existing Tree to be Removed

Overland Flow

Future Level 1 > 200mm Deep

CONSULT AUSTRALIA

T

CALIBRE CONSULTING (MELB) PTY LTDLevel 2, 55 Southbank BoulevardSouthbank VIC 3006 03 9203 9000

www.calibreconsulting.coC 2014

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UNITY DRIVE

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REMARKABLE DRIVE

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GW

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GW

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2m D E

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GW

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GW

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750%%C

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675%%C

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675%%C

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600%%C

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600%%C

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600%%C

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300%%C

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300%%C

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300%%C

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300%%C

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GW

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2m D E

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H

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H

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H

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615

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616

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617

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735

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734

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733

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732

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731

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402.62

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97^06'20"

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402.54

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277^07'50"

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GW

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GW

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GW

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GW

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3m D&S E

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2m S E

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ARMSTRONG BLVD

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H

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H

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H

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H

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GW

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300%%C

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300%%C

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450%%C

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225%%C

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750%%C

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2337

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2338

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2336

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2335

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2320

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2319

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2344

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2342

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2343

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2345

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UNITY DRIVE

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UNITY DRIVE

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2334

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2333

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2332

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2331

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2330

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2329

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2328

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2327

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2326

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2325

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2324

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2323

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2322

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2321

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2347

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2339

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2349

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2340

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2341

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2348

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2346

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FUSION WAY

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FOUNDATION DRIVE

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2318

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2350

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2317

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VEGA STREET

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GW

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GW

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GW

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GW

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3m D&S E

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2m S E

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2m D E

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2m S E

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2m D E

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H

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H

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ES31.41

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FS31.83

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FS32.18

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FS33.31

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FS33.28

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FS31.31

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FS32.28

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FS32.45

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FS32.35

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FS32.03

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FS32.18

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FS32.67

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FS32.53

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FS32.67

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FS32.69

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FS32.73

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FS33.26

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FS32.56

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FS32.73

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FS32.67

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ES31.31

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FS31.43

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FS31.55

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FS31.65

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FS31.76

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FS31.87

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FS31.95

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FS32.25

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FS32.53

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FS32.58

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FS32.64

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FS32.48

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FS32.60

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FS32.68

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FS32.76

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FS32.06

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FS33.04

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FS32.60

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FS32.84

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ES31.39

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ES32.11

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ES33.27

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ES32.13

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GW

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ES32.83

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ES31.14

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ES30.92

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ES30.41

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ES30.63

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ES30.78

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ES31.25

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ES31.86

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ES32.04

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ES31.08

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ES32.18

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ES31.37

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ES32.28

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ES32.33

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ES31.48

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ES33.09

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ES32.87

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ES32.93

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ES32.54

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ES32.75

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ES32.94

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ES32.64

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ES32.99

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ES32.89

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ES33.32

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ES32.87

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ES33.36

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ES33.31

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ES30.27

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X

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525%%C

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525%%C

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525%%C

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300%%C

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600%%C

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300%%C

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300%%C

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750%%C

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600%%C

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450%%C

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450%%C

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GOLDEN WATTLE DRIVE

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ARMSTRONG BOULEVARD

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NOTE: ADJOING PROPERTY OWNERS WRITTEN CONSENT, TO BE OBTAINED PRIOR TO ANY WORKS BEING CONDUCTED IN ADJOINING LAND

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NOTE: EXISTING FARM FENCE TO BE MAINTAINED DURING CONSTRUCTION PERIOD. REPAIR WORK TO FARM FENCE DURING CONSTRUCTION PHASE TO BE CONDUCTED AS REQUIRED

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611011 GROUND COORDINATES E 266 456.573 N 5 765 807.926 RL 31.042 RM SPIKE FD

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STN No: 611012 GROUND COORDINATES E 266 459.135 N 5 765 807.246 RL 30.974 STAR PICKET GNSS BASE

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PROVIDE 450 BLOCKOUT IN NORTH WALL OFPIT TO CATER FOR FUTURE CONNECTION. IL31.138. PIT TO BE PROVIDED WITH INLET IN NORTH WALL TO CATER FOR PROPOSED CATCH DRAIN

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PROVIDE 600 BLOCKOUT IN NORTHWALL OF PIT TO CATER FOR FUTURE CONNECTION. IL30.931. PIT TO BE PROVIDED WITH INLET IN NORTH WALL TO CATER FOR PROPOSED GRASS CATCH DRAIN

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PROVIDE 300 DIA. BLOCKOUT IN NORTH WALL FOR FUTURE CONNECTION. IL31.735. PIT TO BE PROVIDED WITH INLET IN EAST WALL TO CATER FOR PROPOSED GRASS CATCH DRAIN

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CONNECT TO EXISTING ENDPIPE

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PROVIDE 525 DIA. BLOCKOUT IN NORTH WALL FOR FUTURE CONNECTION. IL31.008. PIT TO PIT TO BE PROVIDED WITH INLET IN NORTH WALL TO CATER FOR PROPOSED GRASS CATCH DRAIN

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CONNECT TO EXISTING ENDPIPE

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EXISTING STAGE 10

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EXISTING STAGE 7

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SCHOOL SITE

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PROPOSED AG DRAINS TO BE CONNECTED TO PROPOSED DRAINAGE NETWORK

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EXISTING EASEMENT DRAIN CONNECTION POINTS, SHOWN THUS, TO BE REMOVED AND DISPOSED OFFSITE

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EASEMENT DRAIN CONNECTION TO BE CONSTRUCTED AND CONNECTED TO EXISTING DRAINAGE PIT

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EXISTING EASEMENT DRAIN CONNECTION POINT TO BE EXTENDED INTO LOT 2323

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EASEMENT DRAIN CONNECTION TO BE CONSTRUCTED AND CONNECTED TO EXISTING DRAINAGE PIPE

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Ex.130EP

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CH196.131

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CH477.778

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TPCH372.444

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TPCH388.959

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LTPCH249.912

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CH390.989

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LTPCH239.254

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LTPCH 330.912

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TPCH 328.912

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TPCH

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13.498

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TPCH 13.500

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13.500

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INSTALL PSM

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GRASS CATCH DRAIN. FOR DETAILS REFER IDM STD DWG SD500

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CONSTRUCT INLET IN WEST WALL OF PIT TO CATER FOR PROPOSED GRASS CATCH DRAIN

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PROVIDE 6m LONG 1.5m WIDE CONCRETE PAD FOR SERVICE VEHICLE MANOUVRE. PAD TO ALLIGN WITH ADJACENT DRIVEWAY. PROVIDE ROLLOVER SM2 TYPE KERB ACROSS FACE OF CONCRETE PAD. SM2 TYPE KERB AND CONCRETE PAD TO BE REMOVED AND REINSTATED AS PART OF FUTURE WORKS

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DRIVEWAY CONSTRUCTED IN LINE WITH PROPERTY BOUNDARY

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PROVIDE 5m LONG 2.7m WIDE CONCRETE PAD FOR SERVICE VEHICLE MANOUVRE. DRIVEWAY. PROVIDE ROLLOVER SM2 TYPE KERB ACROSS FACE OF CONCRETE PAD

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EXISTING STAGE 10

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BEWARE OF UNDERGROUND SERVICES

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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.

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A1

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1:500

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1:1000

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>

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FR157.40

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TW159.30

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BW159.30

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141.34

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FS140.35

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O/H E

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REVISION

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DRAWING NUMBER

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SIGNED

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PROJECT ENGINEER

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SCALE @ A1

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TITLE

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PROJECT MANAGER

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DATE

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DATE FIRST ISSUE

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DRAWN

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DESIGNED

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PROJECT

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CLIENT

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H:\M10\M100611.23\CIVIL\ACAD\M100611.23-C03.DWG

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A.C.N. 109 448 982

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STAGE 23

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LAYOUT PLAN - 2

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1:500

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R.TALASILA

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R.KOZUL

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J.CONSIGLIO

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T.PALIOS

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MAY 2015

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AC

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AC

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ISSUED FOR APPROVAL

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19/06/15

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17/07/15

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23/07/15

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CONSTRUCTION ISSUE

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11/08/15

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LOT LEVELS 2324/2325 & 2330/2331 AMENDED

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03/09/15

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19/01/16

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BUS PAD AT LOT 2328 MOVED CLEAR OF WATER TAPPING

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2325 AND 2331 FSL AMENDED

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15/06/16

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AS CONSTRUCTED ISSUE

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M100611.23-C03

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AS CONSTRUCTED

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FOR CONTINUATION REFER TO SHEET C02

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DATE

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COMMENTS

LEGEND - villawoodproperties.com.au...calibre consulting (melb) pty ltd level 2, 55 southbank...

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