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14339-201/BET CHIMP PLAN. GENERAL NOTES & LOCALITY PLAN ' NO

14339-201/RE2 TEMPORARY ACCESS PLAN '- 14339-201/313 OVERALL PLAN 51100 14339-201/004 LAYOUT PLANT F) / 14339-201/315 LAYOUT PLAN 2 14339-201/316 LAYOU PLAN 3

• I / ,

4339-201/BE? PERIMETTER

SECTIONS 1 1 ,hel

14339-201/BEN PERIMETER SECTIONS 2 4339-201/BET I WETLAND, SEDIMENT BASIN & RECREATIONAL LAKE SECTIONS '• 7°—L1', / ' 1 ' - n ' "I

I u II. LOCALITY PLAN

Melways Ref 72 J12

01

GENERAL NOTES: FILL NOTES:

ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (A H O ) 1 AREAS ON WHICH FILL IS TORE PLACED SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT TO A DRY DENSITY OF NOT LESS THAN 95% 0

2 THESE PLANS ARE TO REREAD IN CONJUNCTION WITH ALL GEOTECHNLCAL AUSTRALIAN STANDARD MAXIMUM DRY DENSITY FOR THE TOP 150mm REPORTS PREPARED BY GOLDER ASSOCIATES

Due Dtligence Sell Contamination Assessment" 1535061-001-R-RevO (30 07,2015) 2 ALL FILLING SHALL BE CARRIED OUT IN ACCORDANCE WITH LEVEL 'Doe Dtligence Geulechntcal Assessment" 1535061-002-R ReVS (05 08.2015) SUPERVISION AS PER APPENDIX 'B' A53798 -2007 OR AGREED WITH S "Soil Contamination Assessment Addendum" 1535561-055-L-ReoS (04 iT .2015) GEOTECHNICAL ENGINEER. "Additional Geolechnlcal Investigation" 1535501-504-R-ReoT (54112515)

3 A FILL REPORT IS TO BE PROVIDED AT THE COMPLETION OF WORKS IN 11 3 THE CONTRACTOR IS TO FAMILIARISE HIMSELF WITH THESE REPORTS PRIOR ACCORDANCE 070TH A53798 AND COUNCIL SPECIFICATIONS

TO COMMENCEMENT OF WORKS 4 THE CONTRACTOR IS TO ENSURE THE AREA FILLED IS SELF-DRAINING S

4 PROPOSED RECREATIONAL LAKE, WETLAND AND SEDIMENT BASIN SHOULD THIS NOT BE POSSIBLE THE DESIGN ENGINEER IS TO BE NOTIFIED

- STAGE 1 WORKS WILL INCLUDE EXCAVATION WORKS ASSOCIATED WITH THE ACCORDINGLY Z RECREATIONAL LAKE, WETLAND AND SEDIMENT BASIN SOIL ASSOCIATED WITH vu THE EXCAVATION WORKS TO REUSED FOR FILL IN STAGE 1 5 THE CONTRACTOR WILL BEHELD RESPONSIBLE FOR ANY DAMAGE TO

- STAGE 2 WORKS ASSOCIATED WITH THE RECREATIONAL LAKE, WETLAND AND EXISTING TREES AND WILL BE REQUIRED TO PAY THE COST OF ANY SEDIMENT BASIN WILL INCLUDE DETAILED DESIGNING OF THE EXCAVATED REPAIR OR REPLACEMENT DEEMED NECESSARY AREAS AND LANDSCAPING TO THE SATISFACTION OF THE RELEVANT AGENCIES

0 a

CLAY LINING SPECIFICATION FOR WATER HARVESTING LAKE 0

1,1 ConstructiOn of the Clay Lice, tol hI

bay Will hcootwchossv Haiti The Siarnrotd ParA RoocIIe A000lona1 000tecflloal InvestigatIon report suryaceseflail be cleaned or Aose mat mal and vsaterd to prevent dryIng eftoy Iflen the clay area or layer is to be removed to the bOrrow p0 and Indlcateseerulngsoeclays that maybesulrrable to, thecOflsitcdronorabar ol the ya0000lay reworkedloasatistaotorycordiionbetoreloanbebroughtbaclrtosvte V llnera 1010 perrneabrlyy loot br ne proposed wetlands The contractor IS II The clay lIner materIal shall be placed 00cr the AneparOd scbgrade In dl The Coorractot shall place the rolloevrng layer elehin 48 flouts or as required to revIew the AddItional Seolehfllcal lrroestiuetlort report 150mm loose IC yets each beIng construwed at -1% o f % 01 Oandatd approved by the Superintendonl Ita greater delay occurs then Inc

optlrrrurnrrroistute cOntenttoalleasto5%ottfleuvstrflianSiandatd Conttacyorsflallcondelon that layetbyrlperngnrolsture hwrtdltioningas 1.1.1 Eelenlandm,ckeass of Clay Ltnar Compa000nResvves neoessaryertdteootnpaotlontoachleoetheteqviredmoluureoorttertland

by The Clay Liner Itrequlred shall be plaoedto the rullealents dIme limitsor al bvpanvisortand testlrrgorall Tllllngrna000tdanoa With Clause y3olAg density rate Aoematrdelylhe Contractormayremove oorrreorallotthe the clan lIner as shoevn on the desIgn plans Aynere not otherwise Oated 3/90.2007 "Level 2 SamplIng and Testlnby and the •pecllination The dry desIccated and loose day 10 eopose solId mob clan Ac shall on the draoorngs, the clay lIner shall eetehd to a mInImum . 1 3 5 1 rtequency on the Tab density lest are to be in a000rda9ss - 1 Table 81 ' - d — l e , svirlaoe preparatIon as n e c e s s a r y . 0 ensure bondIng bntvoeen oertioally i i—the normal - e , level Type 3 SOC Recorosare to be kept as per Appendix e layers wIthout lamInations These worlrsshall be to the approval or the

Al VAr d Y 01 Y the dAn—d-laythe—Est bed—al lde p h - d — 1.1.3 0 1 Spero w 55 lAn C no no pose

absclvltemlnnhum tltlouness 01300mm or clad lIner to Ice lull lImits or he al TIre materIal used tot Clay Liner sOoll have the tollowlflg properties - day liner Amaelrrrum parhue see not trrote than SOnrm ovyh mInImum or i,i.s clay Liner Tehran— . otboigpasslngtbecOps al The top ol Clay linerbelow the norntelwaterwoelshallnoloarymolethan

1.1,2 Pacaoabon 00 Eemsling Sueeace mm sieve plus 50mm or minvs 50mm hon the design levers upirete generally shown on the drawIngs and es dIrected by the A PlawIcey Index greater than 25 Al Notoolthstandlrg the abeoe a mInImum tnrokness 01 300mm of clay liner Superrnlehdeyl the Aay line, evllhin the prop csed voetland storage 500u10 be Bearon-dispetslve materIal between class d and c1pss a shall be alWays proorded prepared or treatey In accordance 00th the roll 000mg specocatlonardlor determlneO by the Emerson Class test lAS t239C t-r900l geoledmolbal rnaestrgatlon repon Maccabs ti—termed— Orsperson ebdetermine 0 by the pinhou 1,1.6 Maineesance 00 the Clay Local

olsperslonnest 01 On-steclaysaresubleOttoshnnitlng oesiooatlonanactacvingordrylnglr al Strlpoflanytopsoll root mat ortlllteeeposenaiuralsubgradeandaotrere Vchleoealemlnlmvma oo.enclenrolpermeabIloytr ero.Owher lehuncoveted

necessary tunher eecavate lobe design coot Cod t011y compacted - Al The contraclotsflallmalnlaln the day her— pnopat condItion and not let 05 It the -Weed hatutdlsubgravecomphsesnaturalaaysitshouldbe b1 ltlsthe conttaotorsresponavcmlliytodetorrrrlrelttheorrsltouaylssultase thesvdacedryoutordetetlotalelnanyolay mflnbdntreOtOrsttairUsodh

scarlliedtoarrrinlmumdeprn or 300mm, molaure -no idled wOflIn -t % or the clay lIner It the onslie cIa ys not suItable or tbeçUantlty is approved procedure to ensure that the lIner Is In the required sendltlon as 1003% or aahdard Optimum moisture content and then ssmpaoted to a Insulfloent clay Stall be lntpoyed at rates as sbheduleq coder provisional Speclllad hereIn Cr the tIme or filling the Weiland

dry density ratio 0190% standard In dcOordenbe WIth osr2yg laths The suntraclot sb proolve the superIntendent ev1th - - a l , i i Cl ThIs may be achieved by regular voetering orthe eurlaod ot 000ering the 51 1 54 r orb / I resuOs Or bern sIte detloed and rmpooed coy clay 011th crushed rook or 1011,011 to finished surface I cools

01 Any soft or weav ateas Identified d i t h e subgraoe preparation process dl it the contractor is to use tecyoled water the odnrrocror must obtain and be mould be rem ooeo and reiaoed with select mIl In layers not aeceedlng 11,4 Clay LIed Rawomk For 'Out Of Spectrtoal000 Material resporsvbve rot all voorbs approvals and on going reoulrementn ccl by 200mm loose thickness and should be compacted to achIeve eON dl Should ewIng Indlbale that a clay 03cr Or area las defln5d by he relevant authorilles The superintendent Will aid this ptocass irteqviteo by Sennlry Ratio olat least 93% Standard in a000rdanse voeh ASt2B9 S I I bvpehnrendentl 0 hot In a00Orddnss With this speclnioatpn then the anendlng meetings thai the bol Oct iras a,,areye5eIC"eaa

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K n o x C i t y Council

I pose b e m p l300nrm andcepce eh, but

— I 1.1able lay n — He, the bond ix—b- The lay —uld the, If them

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I) Mae rockloencounteredatth design eoorNoelttre aieaohouSbeooet conditicobetorelrlsbrougniOaoutosee eecaoaied by at leaw 300mm and replaced woo on-ste clays compacted al It the densily is w,thin 3% of the sOablled reavlrement then addirronal to the abeae otlierion oompewlon using Oh approved roller maybe petyormed 10 Increase the

1 6 A U G 2016

gI The be 30011'depth layer or clay shall be remooed and Otockplled tot densviy and then represented tot retesting

PLAN SHOWING CHMP ACTIVITY AREA SCALE 13000

I P L A N N I N G DEPARTMENT

UES1IONEU ' I f O K , VAIL 2207,2016 LLlbhi RItUAL I

D R O W N J . SCALE 11000 T G M Group MeihoLIrrie S T A M F O R D P A R K

DRAWING TITLE

C I V I L DRAWING

04 1008.36 FOR APPROVAL Bid CHECKED SHEET SIZE A l /65 Glyrrlerrin Road

03 0308 6 FOR APPROVAL BY APPROVED 72 J12 1HaMhorh

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0 E M M E L I N E

ROW, R O W V I L L E EARLY WORKS PACKAGE

02 270716 FOR REVIEW F 039819 03 88624909 9333

T G f , 4 TEMPORARY ACCESS PLAN

01 22 FOR REVIEW by/ ® 0 • t 0 I

0

fl'cfiT c c,o,' ' lO 00 • • • C I T Y OF K N O X & GENERAL NOTES

REVISION APP'O COdE DATE ISSUE AFP'O ' IOhu',/ccc,00-om 4101111 SUdaI oThbohII,/.hocmlrr-1'-o,IIIr,c. 1SM DRAWING NUMBER CLIENT 05041150 N'JMOER SHEET OF

1 4 3 3 9 - 2 0 1 / B E 1 1 9

EXISTING STOCKPILE

FIT 7LIIE EXISTING

ACCESS CROSSINGS

PROVIDE TEMPORARY

TRY - - - 1

- - - - - - DRAINAGE RESERVE

- A C C E S S GATES TO

- /

EXISTING TRACK ALONG 'N TOP OF WETLAND KERM

- - V / I SECTION OF SHARED PATH TO BE TEMPORARILY CLOSED

EXISTING

Tl7

FACTORY 6 0. WIDE TEMPORARY ACCESS TRACK 250.. DEPTH CRUSHED ROCK A

F IN AL L OCATION TO BE CONFIRMED ON SITE

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- I

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HORIZ 0 10 SE 40 60 80 T E M P O R A R Y A C C E S S P L A N

[ P L A N N I N G DEPARTMENT

SCALE 1100011 AT Al SIZE 1 2000H AT A3 SIZE

LIESISNLLI A . K U m c r LAII 22 07.2016 CLIENT PROTECT

DRAWN J E v a n s SCALE 11000 'GM Group Melbourne S T A M F O R D P DRAWING TITLE

C I V I L DRAWING

04 100816 FOR APPROVAL CHECKED B Voc I SHEET SIZE A l 765 GleEterrse RSAV

03 030816 FORAPPROVAL BR APPROVED B . V o c a l e HELWAV 72 J12 1P0B0L2304 EMMELINE ROW, ROWVILLE E A R L Y W O R K S PACKAGE

02 27 07.16 FORREVIEW F 0398194909 T 1c:4 B U L K EARTHWORKS

01 220T16 FOR REVIEW BV

J 4 A X A B N 1 1 1 2 5 5 6 8 4 6 I

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REVISION AFPD ISSUE DATE ISSUE APPD O . SOAu SO ' T L ISV DRAWING NUTIAER CLIENT DRAWING NUFIREP SHEET OF

14339-201/BE2 2 9

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- - - PRIOR TO COMMENCEMENT OF FILLING WORKS CONTRACTOR IS TO LOCATE EXISTING COUNCIL DRAIN, REMOVE AND BACKFILL AS SPECIFIED

— I

A MINIMUM ATm SETBACK BETWEEN SOUTHERN EDGE OF DAYLIGHTED DRAIN AND

1 CENTRE OF TRUNK FOR TREE 37 IS REQUIRED

c Council Knox RECEIVED 16 AUG 2016

CONNECTION O f DOSTING A PROPOSED SWALE TO

I n

-

06/1

PLANNING DEPARTMEN1 LEGEND:LEGEND

DENOTES BULK EARTHWORKS FILL EXTENTS - STAGE 1 NATIVE GRASS ZONES

A - DENOTES ULTIMATE EARTHWORKS FILL EXTENTS - STAGE 2 — — — NATIVE GRASS PROTECTION FENCE LINE

K . ----u I / DENOTES EXTENT OF DAYLIGHT/ND OF DRAIN EXISTING TREES

DENOTES EXTENT OF WATER BODY EARTHWORKS 0

EXISTING TREES TO BE REMOVED

O E V I E W A V E N U E

IIORIZ 0 10 20 40 60 80

SCALE 11000K AT A l SIZE 12000K AT AR SIZE

0 0 5 1 / i N C A A K u m a r U A I L 2 2 0 7 . 2 0 1 6 L L EN THU/ELI

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7 6 5 0 M T / M i n e RoAd 04 100806 FOR APPROVAL BR CHECKED B . V o c a l e SHEET SIZE Al PD Nec 2304) EMMELINE ROW, R O W V I L L E EARLY WORKS PACKAGE 03 030816 FOR APPROVAL BR APPROVED B . V o c a l e MELWAY 72 J12

H A w t h o r n VT 3122 BULK EARTHWORKS TGM 0388629333

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= ; 1 25568461

7770"1"71. orn loll DRAWING NUMBER CL END RAW ND NUN/REV SHEET REVISION APR 0 ISSUE DATE ISSUE APPD 14339-201/BE3

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- BULK EARTHWORKS FINISHED SURFACE CONTOUR ToB - TOP OF BATTER - EXISTING TREES TO BE REMOVED SCALE 1900H AT A l SITE

NWL - NORMAL WATER LEVEL 1 1000H AT 63 SIZE

DESIGNED DATE 2 2 0 7 2016 CLIENT PROJECT C I V I L DRAWING DRAWN SCALE 1:5 00

T O M Group Me lbourne S T A M F O R D P A R K 765 GlenterrIe RoAd CHECKED SHEET SIZE A l 1P0 Box 2304) D4 10 08.16 FOR APPROVAL 09 EMMELINE ROW, ROWVILLE E A R L Y W O R K S PACKAGE HAAVSOVVu 3122

03 03 DR 16 PER APPROVAL 09 APPROVED IIELWAV 72 J12 P 0 3 6 6 6 B U L K EARTHWORKS

TIM DRAWING NUFIBER CLIENT 0846190 NUMBER 1SHEET OF 19EV 115501

F 0398194909 02 27.D7 16 PER REVIEW 09 CITY OF KNOX LAYOUT PLAN 1 TGM A f t

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S i - NATURAL SURFACE LEVEL EW 53.50 - BULK EARTHWORKS FINISHED

SURFACE LEVEL

____________ - B U L K E A R T H W O R K S FINISHED

' * •••\ , , EW53 03

TO BE REMOVED ITING TREE S U R F A C E CONTOUR

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NWL - NORMAL WATER LEVEL

NS` 0 24- EXISTING TREES - NATIVE GRASS ZONES -EW5Q4 4% TO BE REMOVED A\~

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~l 50 89 ool EXISTING TREES TO BE REMOVED

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FOR CONTINUATION REFER TO LAYOUT PLAN 31

HDRIZ 0 9 10 20 30 40

STALE 1500H AT A l SIZE 1 1000H AT AS SIZE

DESIGNED DATE 2207 2016 CLIENT PROJECT

DRAWN STALE 1 - 5 0 0 1 G M G r o u p M e l b o u r n e S T A M F O R D P A R K

C I V I L DRAWING

04 1008.16 FOR APPROVAL CHECKED SHEET SIZE A l 765 GlerlIerIle V08d

DRAWING lISLE

03 03 FOR APPROVAL 66 APPROVED BULK EARTHWORKS DELVES 72 J12 H(po E3rnVu3122 —.- - . EMMELINE ROW, ROWVILLE EARLY WORKS PACKAGE 0 03VR629333

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02 27.07.16 FOR REVIEW BR F 0392194906 TGM ABN11 126568461 01 220716 FOR REVIEW BR OIrlO P 4 • • • CITY OF KNOX LAYOUT PLAN 2

REVISION APP 0 SSOE DATE ISSUE APP 0 .

TOM DRAA ND NUMBER ENT [IFAWINO NUMBER SHEET 0 -

-- 14339-201/BE5 5 9

I FOR CONTINUATION REFER TO LAYOUT PLAN 2

9 E W 5 C 51

21

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DRAIN. REMOVE AND BACKFILL AS SPECIFIED.

- - - - — .--

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- — - -

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pIANNIND:p\PT N O T E S : — ' SEl

— FOR SECTIONS AROUND TITLE PERIMETER REFER TO SHEETS 7 & 8 FOR SECTIONS THROUGH WETLAND & SEDIMENT POND REFER TO SHEET 9

Us - NATURAL SURFACE LEVEL

Existing — " / I J EW 5 3 5 0 - BULK EARTHWORKS FINISHED SURFACE LEVEL overland Bow ' -

- ' - - .

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7 '

PROPOSED EXTENT OF NWL - NORMAL WATER LEVEL reserve

DAYLIGHOING OF DRAIN I -'---

/ NATIVE GRASS ZONES

- EXISTING TREES TO BE RETAINED

- HORIZ 0 5 10 20 30 40 - EXISTING TREES TO BE REMOVED

SCALE 1 500/5 AT Al SIZE 1:1000/5 AT A3 SIZE

LELSiANLU 1 a c c H f l O . 0 0 1 / 22 07.2016 S L I t S I P V U / L / I

CIVIL DRAWING FOR APPROVAL

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14339-201/BE6 6 9

- STAGE 1 - BULK EARTHWORKS

DATUM 50,3 -

DATUM 496

•.IL MUTE C. H. MUSH

DES UN -J IF :1 DESIGN SURFAHE

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EXISTING SURFACE ,

EXISTING SURFACE

OFFSET OFFSET

CH 220 000 EH 430 000

DATUM 50.4 -

DATUM 501

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TIAJ4L,,.,I3I-5

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OFFSET ' OFFSET '•

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PLANNING DEPARTMENT //-

RULE EAR HWORKS SURFACE ULTIMATE DESIGN SURFACE 1111 E AIR THWORIES SURFACE

ULTIMATE DESIUN SURFACE

-

--. EAISTINGSURFACE EXISTING SURFACE

. .

DATUM 51.0 -

DATUM 502

L J I M A E C U LILIIMAE DESIGN SUTMALI

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EARTHWORKS LEVEL EARTHWORKS LEVEL

EXISTING SURFACE 0 ,

EXISTING SURFACE

OFFSET , OFFSET

CH 50 000 CH 310000

HORIZO 1 2 4 6 8

P E R I M E T E R SECTIONS

SCALE- H 1.100 V 150 VENT 0 VS 1 0 3E 4

SCALE 1 100H ISOA AT A l SIZ 1:200H 1 bOA AT AR SIZE

DESIGNED DATE 22.07 2016 CLIENT PROJECT

DRAWN S , SCALE TGN4 Group

04 100816 FOR APPROVAL BA C R E U R R O . o I SHEET SIZE A l 765 6

G ( P O Box 2304)

lenferr,e Road

50UTrTe STAMFORD PARK DRAWINOTITLE

CIVIL DRAWING

03 030816 FOR APPROVAL BR A P P R O V E D B U L K EARTHWORKS MELWAF 72 J12 H W 0 5 T c 3 1 2 2

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. T 0 3 9 8 5 2 9333

02 27.0716 FOR REVIEW BR , F 0398194909 TGM Dl 220116 FOR REVIEW BR

A B N T 1 2 5 5 R 8 6 1 • •

NUMBER

CITY OF KNOX P E R I M E T E R S E C T I O N S -

S H E E T 1

REVISION APP-0 ISSUE DATE ISSUE APPO , 'I ' l > - . H ' ' ' ' '

TSP DRAWING CLIENT DRAWING NUMBER SHEET OF

- 14339-201/BE7 7 9

STAGE 1 - BULK EARTHWORKS

STAGE 2 - ULTIMATE EARTHWORKS

NOTE ALL FILL TO RE STRUCTURAL FILL REFER SHEET 1 FOR DETAILS

DATUM 49,9 1 1

1 - A L E C - - - = - .-=--

EARTHWORKS LEVELze - i i1OX ( i t y Council

- PVED EXISTING SURFACE

- 16 AUG 2016 OFFSET T STAMFORD PARK DEVELOPMENT COUNCIL R E S E R V E C H

770 000

—

100 - - PLANNING DEPARTMENT

SWALE DRAIN

SWALE DRAIN

- -

DATUM 49.4 - - -

DATUM GOT

MAJF A LTIMATC

11 A: 1E1ICN1TE.ACE

C -

EARTHWORKS LEVEL EARTHWORKS LEVEL

EXISTING SURFACE EXISTING SURFACE

OFFSET OFFSET ,

OH 670.000 OH 970,000

DATUM 49.1 DATUM 50.E

TIM ATE

L C 1 I C N ' i F A L . E . TLCIL:N CLJAL ALE

EARTHWORKS LEVEL EARTHWORKS LEVEL

EXISTING SURFACE ,

EXISTING SURFACE

OFFSET OFFSET

OH 520 000 OH 870.000

HORIZO 1 2 4 6 8

PERIMETER SECTIONS SCALE H 1 100 V 1.50 RERT 0 OS 1 2 3 4

SCALE 110TH 1 NOV AT A l SIZE 1 2 0 0 1 100A AT AU SIZE

DESIGNED DATE 22 07 2016 CLIENT PROJECT CIVIL DRAWING

DRAWN SCALE Hi 100 Vi 50 1GM Group Melbourne STAMFORD PARK

04 1008 IA FOR APPROVAL CHECKED SHEET SIZE A l 760 GIerHerHe Road

DRAWING TITLE

03 030816 FORAPPRDVAL RV A P P R O V E D S R . MELWVH 7 1 IHaMho POBTF23O4

312 } EMMELINE ROW, ROWVILLE EARLY WORKS PACKAGE J 2 T 03 U 2 9333 BULK EARTHWORKS

02 27,07.16 FOR REVIEW BV F 03 9819 4909

tAN ABN 11 125 568 461

Dl 220316 FOR REVIEW AR °0Cir Stockl • • CITY OF KNOX PERIMETER SECTIONS - SHEET 2

REVISION APPD ISSUE DATE ISSUE APPD . , , , , . ,,

TOM DRAWING NUMBER CLIENT DVVWINS NUNIRFP SHEET OF

14339-2011BE8 8 9

- T

]~~ - N., "'C - - -

-,,;I T I DESIGN SURFACE

EXISTING SURFACE

CHA IMAGE

CROSS SECTION 1: WETLAND CROSS SECTION 2: SEDIMENT BASIN SCALEz H 1200 V 150 SCALE: 11200 V 150

A 0

0

CROSS SECTION 3: RECREATIONAL LAKE SCALE, H 1200 V 140

\ '\ Datum H L 49 ' V -'

NOTE: I1CXLJtfGO1IflC DESIGN SURFACE V p1 V V V THESE PRELIMINARY SECTIONS ARE BASED ON

1

V V V V V V V V V V V V V V V V V PLANS PREPARED BY ALLUVIUM CONSULTING RF(4F!FD

AUST. PTY LTD P116012 RevC) EXISTING SURFACE V V V V V V V V V V V V V V V V V V V V V V V

ToB TOP OFBATTER 16 AUG 2U16 N.W.L. - NORMAL WATER LEVEL I CHAINAGE

9 AM

CROSS SECTION 4: RECREATIONAL LAKE :

P L A N N I N G DEPARTMENT

SCALE R1200 V140

DESIGNED ff DATE 22.07 2016 CLIENT RDJEC1

DRAWN SCALE AS SHOWN T G M Group MelboUrne

- - - S T A M F O R D PARK CIVIL DRAWING

04 100816 FOR APPROVAL CHECKED SHEET SIZE A l 7VS EUIerIfe,oe Rood

DRAWING TITLE

03 030816 FOR APPROVAL APPROVED MELWAV 72 J12 h o o V 3 1 2 2

2304) EMMELINE ROW, ROWVILLE EARLY WORKS PACKAGE 3 2 9333

02 270716 FOR REVIEW 0 F G 4 A f A BULK EARTHWORKS 56 461

01 220716 FOR REVIEW BV i g 9 r o p c o • • CITY OF KNOX WETLAND, LAKE & BASIN SECTIONS

REVISION APP ISSUE DATE ISSUE APR D TOM DRAWING NUMBER CLIENT DRAWING NUMBER SHEET OF

16339-201/BE9 9 9