Approved Plans - 06/0159 [As Published] · 142006.159

Page 2

 

(GENERAL NOTES)

 

NOTE: THE LANOSCAPE PLAN MUBT BE REAO IN CONJUNCTION
WITH THE OPERATIONAL WORKS LANDSCAPING DECIBION HOTICE

PRELIMINARIES

¢ BEFORE WORK COMMENCES THE SUBCONTRACTOR IS TO
ORGANISE A PRE-START MEETING WITH THE LANDSCAPE
ARCHITECT TO ESTABLISH SCOPE OF WORKS, MANAGEMENT
PROCEDURES AND CLARIFY ANY ISSUES.

‘+ WHERE ANY DISCREPANCIES OCCUR REFER TO LANDSCAPE
ARCHITECT.

= PRIOR TO COMMENCING CONSTRUCTION WORKS, VERIFY ALL
OIMENSIONS, LEVELS ANO SITE SERVICES. REFER ARCHITECTS

” MAINTENANCE

¢ MAINTAIN WHOLE OF LANOSCAPE WORKS FOR ESTABUSHMENT
‘PERIOD OF TWELVE {12} WEEKS FROM DATE OF PRACTICAL
‘COMPLETION OF LANOSCAPE WORKS,

MAINTENANGE TASK FREQUENCY

» WATER - DURING EP PERIOD WATER EVERY SECOND OR THIRD
DAY 10 MAINTAIN SOL MOISTURE:ONCE WEEKL Y OURING MP TO
MAINTAIN SOIL MOISTURE.

¢ MOWING. ONCE WEEKLY TO HEIGHT OF 30MM.”

» TRIMMING-CARRY OUT TRIMMING OF GRASS AGAINST PATHS,
SLABS, MOWING EDGES, BUILOINGS AND KERBS AS PART OF

GRU SURVEY URAWINGS GENERALLY, MOWING PROGRAM.

@

arTEWwoRXa .

¢ INSTALL SILT CONTROL FENCING IN ACCORDANCE WITH N.3.C.
REQUIREMENTS.

¢ REMOVE ALL UNWANTED MATERIAL FROM LANDSCAPE
CONSTRUCTION AREA,

© AREAS 10 BE CLEARED AND VEGETATION 10 SE RETAINED ARE
TO BE CLARIFIED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO.
ANY CLEARING,

'» WHERE BAD GROUND, UNSTABLE SOM OCCURS OR LEVELS °
PROVIDED ARE NOT FUNCTIONAL REFER TOLA,

LEVELS

* EXCEPT WHERE INDICATED OR SPECIFIED, FINISHED SURFACE
LEVELS ARE TO BE FLUSH WITH ADJACENT SURFACE.

+ GRADE EVENLY BETWEEN PRESCRIBED LEVELS AND FINISHED
SURFACE LEVELS.

© EXTERNAL LANDSCAPE LEVELS! TREATMENT TO BUILOING.
SURROUNDS TO COMPLY WITH BUILDING CODE OF AUSTRALIA
FOR TERMITE PROTECTION TO BUNLDINGS,

COORDINATE ESTABLISHMENT OF LEVELS WITH SUPERINTENDANT

ORAINAGE

* ALL FIELD INLETS ANO SUB-SURFACE DRAINS TO BE CONNECTED .
TO EXISTING DRAINAGE SYSTEM. REFER HYDRAULIC ENGINEERS:
DRAWINGS FOR DRAINS AND HYDRAULIC SERVICES.

+ ML ORARAGE REQUIREMENTS TO GE DETERMINED ON SITE BY GUILOER

© SUB-SURFACE DRAIN TO BE t00mm MIN. AG-FLOW PIPE IN Orn.
DRAINAGE GRAVEL SURROUNOS,

© FIELD INLETS TO BE 200<200X4S0mm (OR AS SHOWN ON
DRAWINGS) PLASTIC SUMPS WITH LD. GALV. STEEL SURFACE
GRATE, FINISH Min 25mm BELOW ADJACENT FINIGHED LEVELS.

«ENSURE SITE DRAINAGE CAN OCCUR TO WHOLE OF SITE &
WHERE PATHS, EOGES, GARDENS ETC. MAY IMPEDE DRAINAGE,
REFER TO SUPERINTENDENT BEFORE CONTINUING WORKS.

* ENSURE DRAINAGE WORKS CORRELATE WITH ADJACENT LAND,

NEW GARDENS

«CULTIVATE GROUND TO A DEPTH OF 150mm.

‘SPREAD ORGANIC SOM. MIX (AS 441B} OR EQUIVALENT TO A
QEPTH OF 300mm OVER PREPARED GARDEN AREAS.

© CROWN BEDS AT CENTRE TO MAX 300mm HIGH WHERE NOT
SHOWN ON DRAWINGS AS MOUNDED BEDS.

* @ MULCH GARDENS WITH FOREST BLEND TO A DEPTH OF 10mm.

PLANTING FOR EXGROUND TREES AND PALMS:

© ALL TREES/PALMS TO COMPLY WITH SPECS SET OUT IN ‘NATSPEC
2 GUIDE, PURCHASING LANOSCAPE TREES, 1997."

* LANDSCAPE CONTRACTOR TO PEG TREE/PALM POSITIONS FOR
APPROVAL BY LANDSCAPE ARCHITECT BEFORE EXCAVATION,

© FILL WITH APPROVED FREE ORAINING SITE SOIL TO 200mm FROM
FINISHED GARDEN LEVELS

‘© FILL GALANCE WITH IMPORTED ORGAMC SOIL MIX (AS 4419) OR
EQUIVALENT AND CROWN BED AT CENTRE.

© MULCH GARDENS WITH 25mm HOOP MULCH TO A DEPTH OF 75cm
AND A MIN. 800mm DIAMETER COLLAR,

GENERAL PLANTING

++ SUPPLY AND PLACE PLANTS ACCORDING 7G PLANT SCHEOULE

AND LOCATION ON DRAWINGS.

‘+ WHERE DISCREPENCIES OCCUR ADVISE SUPERINTENDANT PRIOR
TQ PLANTING,

+ ENSURE PLANTS ARE PLACED AND PLANTED AT EQUAL CENTRES,

© ALL TREES MUST BE PLANTED A MIN, OF 100mm FROM
UNDERGROUND SERVICES. LOCATION OF SERVICES TO BE
‘CONFIRMED ON SITE BY CONTRACTOR BEFORE EXCAVATION
COMMENCES.

. & USE ONE AGRIFORM 109 FERTILIZER (N.P.K. 20-4.3-4,1) TABLET AT

ARATE OF 1/440rm, 2/200men, 3/300, 4/45 fare ANO ABOVE POT
SIZES.

© WHERE SPECIFIED USE THREE 1800X38XS0ren HW STAKES & TIE
WITH HESSIAN,

© CULTIVATE SUBGRADE TO 150mm.

© SOAK PLANTS THOROUGHLY BEFORE REMOVING FROM
CONTAINER,

© REMOVE CAREFULLY & INSPECT ROOTBALL, REMOVE OLD
MATTED & COLED ROOTS TO EXPOSE YOUNG ROOTS,

* DO NOTMIX SOIL FROM HOLE WITH MULCH,

* ROUGHLY SQUARE HOLE SIDES.

© SILL HOLE WITH WATER, ALLOW TO DRAIN BEFORE PLANTING,

» FILL SOL TO BE MIXED EVENLY TO MANUFACTURERS:
RECOMMENDATIONS WITH WATER RETENTION GEL. (APPROX, 1
TEASPOON PER HOLE)

NEW TURFED AREAS

© SUPPLY AND SPREAD SANOY LOAM TOPSOIL (TO as 2223) TOA
MINIMUM DEPTH OF 100mm, FLL DEPRESSIONS AND PROVIDE
EVEN FALLS AS INDICATEO ON ORAWING.

+ SUPPLY AND LAY ‘A’ GRADE GREEN COUCH AS INDICATED ON THE
ORAWINGS.

© WATER TURF (N WELL

+ APPLY WATER TO MAINTAIN SOIL MOISTURE UNTIL ESTABLISHED.

EDGES

‘© SUPPLY AND LAY GARDEN EDGES AS SHOWN ON THE DRAWINGS. ”

REFER TO DETAK,
PAVER ATEPPERS

© SUPPLY AND INSTALL PAVER STEPPERS AS SHOWN ON PLANS.

BED ON A {Domm THICK CONCRETE BABE ON COMPACTED
SUBGRADE. SETOUT TO BE COORDINATE ON SITE. FINISH TO BE
SELECTED TO COMPEMENT ARCHITECTURAL FINISHES,

GRAVEL .

* SUPPLY AND INSTALL DECORATIVE GRAVEL TO AREAS AS SHOWN
ON PLANS, GRAVEL TO BE SELECTED TO COMPLEMENT
ARCHITECTURAL FINISHES.

CONCRETE PAVEMENTS AND FOOTPATHS

@ ALIGNMENT FOR FOOTPATHS TO BE PEGGED BY CONTRACTOR
AND APPROVED BY N.5.C. INSPECTOR PRIOR TO POURING

* ALL CONCRETE PATHS TO BE PLAIN BROOM F INISHED CONCRETE
TO H.S.C. SPECIFICATIONS AND REQUIREMENTS.

‘* ALL FOOTPATHS TO COMPLY WITH {AS 1428)

‘* SETOUT AND LOCATIONS OF EXPANSION JOINTS AND CONTROL,

JOINTS 70 BE CO-ORDINATED ON SITE WITH SUPERINTENDENT.

» TOP DRESSING-WHEN TURF AREAS HAVE BECOME ESTABLISHED
AND IMMEDIATELY AFTER THE FIRST CUT, TOP DRESS THE LAWN
‘WAIT 10MM LAYER OF PIT BAND OR APPROVED SCREENED
TOPSO&_ SCREED TOP ORESSING LAYER INTO LAWN TO GIVE AN

© FERTILISE- A3 REQUIRED WHERE PLANTS ARE NOT RESPONDING
TO SLOW RELEASE FERTILISER APPLIED AT PLANTING. ENSURE
THAT CORRECT FERTILISER IS USED FOR DIFFERENT PLANT
TPES.

. WeEEDRNG- AS REQUIRED TO PREVENT WEED COMPETITION AND

. RERLeNa- AS REQUIRED TO MAINTAIN CONSISTENT DEPTH.

iff
a
A
3
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i

PLANTING. :
® MONITORING - PROVIDE UIST OF ACTIVITIES
COMPLETED AT MONTHLY INTERVALS.

IGUIGATION

PRELMGHARIES

'* SUPPLY AND INSTALL ANEW:

© AUTOMATIC (CONTROLLER) IRRIGATION SYSTEM TO PLANTING
AREAS PLANTERS AND TURFED AREAS.

* LIASE WITH RELEVANT AUTHORITIES AND OBTAIN ANY APPROVAL
AS REQUIRED.

© COMPLY WITH GOVERNMENT STANDARDS AND CO-ORDINATE
WITH OTHER TRADES...

* CHECK LOCATIONS OF PENETRATION/CONDUTTS ANO INSTALL
WHERE REQUIRED, .

+ CONTRACTOR 70 PROVIDE QUALIFICATIONS AND INSURANCES
BEFORE COMMENCEMENT OF WORK

proving:

s TWELVE MONTH GUARANTEE, MAINTAIN AGAINST FAULTY
WORKMANSHIP AND MATE RIALS FOR ESTABLISHMENT PERIOO
FROM DATE OF PRACTICAL COMPLETION,

© FOR PRACTICAL COMPLE TION ENSURE WHOLE SY STEM [S
OPERATIONAL

«PROVIDE ‘AS BUILT OWS. WHEN APPLYING FOR PRACTICAL
COMPLETION. DRAWING TO CLEARLY SHOW MAIN LINE RUNS AND
SIZES, VALVE TYPES, SPRINKLER AND CONTROLLER LOCATIONS.

* SYSTEM REQUIREMENTS

‘« IRRIGATION ZONES TO BE CO-ORDINATED ON SITE WITH
‘SUPERINTENDANT TO BUIT PROPERTY TITLES AND ASSOCIATED
WATER METERING CONFIGURATION,

* INSTALL REOUCED PRESSURE ZONE VALVES (N. S.C. APPROVED)
IN UNE, DOWNSTREAM OF TAKE OFF FROM MAIN SERVICE LINE,
(COORDINATE LOCATIONS WITH SUPERINTENDANT ON SITE. *

‘+ ALL MAINS AKD ANY PRESSURISED BRANCH TO THE MAINS TO 6E
CUSS 12 PVC PIPE,

© ALL LINES IN GARDEN TO BE LOPE (LOW-DENSITY
POLYETHYLENE),

‘+ CONTROLLER 70 BE HUNTER OR EQUAL APPROVED
{COMMERGALICS)

= CONTROLLER WIRING TO BE IN ACCORDANCE WITH 433000 FOR
‘LOW VOLTAGE WIRING, COMPLETE RUN LENGTHS WHERE
POSSIBLE WITH ALL CONNECTIONS VALVE BOXED.

¢ INSTALL HUNTER SRY [ OR EQUAL APPROVED) S CLENOID VALVES
‘WITH FLOW CONTROL.

«CONTROL VALVES TO BE HOUSED IN LOCKABLE HEAVY OUTY
PLASTIC VALVE BOXES WITH ACCESS FOR KANO MAINTERANCE.

. _ LOCATE IN GARDENS WHERE POSSIBLE OR AS APPROVED WITH

‘SUPERINTENDANT.

‘* MAINS WATER SUPPLY C ORNECTION POINT TO BE PROVIDED BY
BUILDER. CO-ORDINATE SUITABLE TAKE -OFF POINTS FOR
GARDENS AND PLANTERS ON SITE WITH SUPERINTENDENT,

"¢ SUPPLY AND INSTALLATION OF A240 VOLT AC GPO ON

DEDICATED CIRCUIT FOR IRRIGATION CONTROLLER 70 GE

‘TURF AREAS

© TURF SPRINKLERS TO BE IUONM HUNTER (OGM OR POP} POPUP
{OR EQUAL APPROVED} FITTED TO ARTICULATED SWING JOINT
TYPE RIGER.

GARDEN AREAS -POPUPS
* INSTALL 300MM HUNTER SRS POPUPS TO GARDENS ON
ARTICULATED SWING JOINT TYPE RISER, INSTALL HUNTER SRS.

SHRUB HEADS ON BOOMM RIGID RISERS TO INTERNAL GARDEN

AREAS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PRAMAAMPTONS.C.]
SPECIFICATION

 

 

‘COSELESTONE FAVER TO 88°

 

 

 

SOAS SPECITED. PRaSH
Bers BELOW TOP OF EOE
TO ALLOW FOR TURF

(s-TURF A§ SPECEED.

——ropson as SPECIFIED.

COMPACTED

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LEVEL AND CORCTOURS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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LANDSCAPE
GENERAL NOTES
& DETAILS

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OATE: NOVEMBER 2005

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ABN. 15 O80673156

Senshine Cou: PO Boa 24 Mote Beach QLD ass |

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-{ LEGENDD (~ Callaghan & Toth )
. © |" KERB INLET SEDIMENT] TRAP 76 :PWEAQ' 00041 OR: GULLY Civil, Environmental &
» SEDIMENT -BAG INSERT REQUIRED DURING CONSTRUCTION - "Hydraulic Enginéers
4 : Foe oe "6/44 Sunshine. Beach Road
P.O. Box.’ 2305
: Br, 54749081 Por $474906)
: ~ PLAN “INDEX Parte www.caltaghanandtoth.com.cu
. 6619— 4 ae site BULAN. designed [ADT | dotum AHD
. drawn’. =f TN of . "95937,
eee tata pt Seba} Lon ow AEP
F 0619-7. * LONGITUDINAL SECTION Doe ee ,
0619-8. *., CROSS: SECTIONS-=f 0.” _ 1  foperoved
acon ee ve SURVEYED BY
. : a . PL PRONE 54432500 see oe oo
. REFERENCE: DRAWINGS © aoe oo A ~ — ‘
; aa . ~ ) at : project
TT IpweAg O= 004: SEDIMENT EROSION CONTROLS: 7 PROPOSED. ROAD WIDENING»
| “= NC-9001 -- .- KERB AND CHANNEL -. | ~.. | | FOR UNIT: DEVELOPMENT AT:
=. NC9005°" * RESIDENTIAL CROSSING : ~ bh y9g-1390"
‘N _ MCH38BI \ bn NC 9006 < PRAM’ RAMPS a 128 132 GYMPIE TERRACE
i mo hn te , SEV YS NC 9007. PUBLIC" UTILTIES} . - a
ATA : : One au an : “"NC'9041. + CONCRETE PATHWAYS
o nw | PAH. ° oe / : ; " 8\\: ve ~ NC°9019° |. ORIVEWAY ACCESS PROFILE
@} ' Z a - He, ANe\ tg wy 8 ° ‘ Oe NC 9042.” ° -BIKEWAY: CLEARANCES - a . . oe
, in 1 ope rs aot : BV Vege ON | |. NC 9043... /PATHWAY/DRIVEWAY CROSSING JUNCTIONS ~ ||'NC OLIVER PROPERTIES PTY LTD] .
“| m _* Vg Vee aN be NC 9205" SIDE-DRANS” | So SD
. do : Doe title ,-.
ar “+ |] SITE PLAN &
. oe -")* 7 SEDIMENT/EROSION CONTROL
a qo. LOTS 1 2 3 & 9 on MCH3881.
. , Parish of: TEWANTIN
ye . || County of, MARCH
° “|| NOOSA SHIRE COUNCIL
a | Locality of NOOSAVILLE -
ISSUE v4. | MANAGEMENT COMMITMENT Se PR
_ [OBJECTIVE :/ TARGET / : Comply with ail statutory regulations and’ maintain : : : TE SCALE . " -)

_ [i them during earthworks/construction.

 

          

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. 6 "Ors Comply with the erosion and sediment contr lan. EE) seen __25
eee ‘DEVELOPMENT PERMIT OPERATIONAL WORKS No C6 OUT |. a — scale’ “soi giom omen temme seus:
= teh : MANAGEMENT: STRATEGY . Site foreman to, identify. and check. direction form: water ‘ . 1:500(A3) DO NOT, SCALE FROM THIS DRAWING
. a seat yc Poa land flows os shown-on pion. Provide barriers fond other - . ‘ oA USE_ONLY DIMENSIONS PROVIDED).
. ‘ Tes -' +), + °F measures shown on, the plan to intercept ‘st water ‘flows . . ; -
. , * harcns . “.at' the end of table drains, ond intercept sediments an . REVISIONS

AMEN D CKD BY. : 7 ce oe before reaching gullies. - sod . . |. F - 7

RECOMME! NDED FO!’ APPROVAL . Ce Ss : SO : “ 4 na revision detals : date
: _ [TASKS / ACTIONS. - - * ‘|. Erect sedimentation barriers as’ shown on ‘the plans” .

. ve! . ing: eorthworks: or drainage i
‘SPEC! FICATIONS BE DEEAR TED. F Poe, Cys . =
: WRITTEN APPROVAL ofthe MANAGER | LAND silat | : a Co ee t |
. . . PERFORMANCE INDICATORS - Site foreman to check: that sediment barriers” .
PLANS. APPROVED . lan. ; et are trapping: the flows after rain. Ensure no bypass occurs. FILES. .
: . “4 :
- : — ; 7 COMPUTER DIRECTORY
DATE. ANAGER LAND DEVELOP, ENT FREQUENCY / DEADUNE . Site foreman shail monitor performance and tipcir damage IC: \KEAYS\ JOBS \0619\...
a Me, { oo _ after every storm’ until. grass, is: established. Sediment shall ot 7
4 ne : ce be removed before it reaches overflow level, 5 " 5
° . oe : foe 2 wn RESPONSIBLE PERSON . . The Principal Contractors. foremon shall be ‘ FOR APPROVAL
os n SAVID TOTH : Me Tbe . . so . a responsible for inspections.
‘REGISTERED P eos bo — - — : - : ;
ENGINEER a : uo . REPORTING (/ REVIEW. . . Site Foreman to -advise workers: if, they noticefany : wo Sheet tof 5 sheets.
cre en : + mS barrier requiring repair, report it to foreman. - . . drawing number
A vo a " ~ Oo a [- : | CORRECTIVE ACTIONS, i - Site foreman is to repair ony damaged barriers : co 061 9 04 .
SITE: LOCATION PLAN NTS. oy Sete Pe . . : ~ ... Jf daily, Replacements are to be purchased os required. - ve < a
. : Ts oe ff _ : : ms } . oop date 23rd JAN 2007 - wy,
? — = : —— = = : 5 ; - .

 

 

Page 4

        

 

 

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: Ae NS a Le, . "Civil, Environmental &
| Hydraulic Engineers)
WY] ©. 6/41 Sunshine Beach Rood

“: P.O..Box 2305;
NOOSA“HEADS 4567

Phy 84749081 Fox: 54749041.
<www.callaghanandtcth.com.cu *

designed | ADT. | datum AKD

drawn. “PIN, :
- PSM 75737"
checked | AH. | Origin -(BM.) RL 1.433 ‘

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Ste Nh a = COUNMIL .- :
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ee RB DVS oe" pevecopient PERMIT\OPERATIONAL WORKP po. Bie aS

 

 

 

approved |.
SURVEYED BY .
JONES FUNT, & PIKE .
PHONE, 54432500. |” i

 

  

7 : Seeded
V REC'D -BY. : DATE .

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project’... : : a us Ts a .

PROPOSED ROAD WIDENING -.

| | FOR:UNIT DEVELOPMENT AT
'128-132 GYMPIE TERRACE

Li loles ; ‘ a . eo . . es . me . a Client -

NC’ OLWER PROPERTIES PTY LTD

 

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1 a OY paper Bark Bs :
: L380 Cire vet | HILTON TERRACE —
mo 3 _ MsPaper Bork . DETAIL ‘PLAN -

137

 

 

 

LOTS 12 3 & 9 on MCH3881_

Parish of TEWANTIN ..

County of MARCH
NOOSA SHIRE COUNCIL

| Locality of NOOSAVILLE

 

  

 

" -[REINSTATE WHITE
CENTRE UNE IN.
FRONT OF-ORVEWAY] “Qo.

  

 

 

 

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0 . . a (QV GS . fol. scale SCALE SHOWN IS ORIGINAL ORAWNG SCALE

- | BLANK, OUT, WHITE tet, : _— eee ea me L oe 1:250(A3) 00 NOT SCALE FROM THIS ORAVING

1. . :

1

 

an CENTRE ‘LINE IN Xe. . Ss USE ONLY DIMENSIONS PROVDED ° *
. FRONT OF DRIVEWAY }, ‘

 

 

 

: at . . I © | [ -Rensions: © oo mde

REINSTATE WHITE. mK JINVERT AND 6m WIDE ACCESS TO] j oe | Fl revision deta Gote]..
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eo ee PROMDE™.

0Omm CENTRE LINE. iN : OS ee N.C, STD-DWG 9005 PROFILE MAX.

“7. ', [PRONT OF DRIVEWAY] © SQ ee YY |. CHANGE OF GRADE TO N.C. STD
- 2p . _ -. [WG $020 .

a me R ACE Dot ee ESS a
Co aN | LEGEND: § . LF eS —— J
- on afte oy : o =~ 250 : a x fe : es - re | (es : ,
[CH [EASTING NORTHING pe Sy: ss : Ls "300mm WIDE. 25mm AC SURFACING: es oe eMenng 6 . : ;
_ | foooo [x= 290.971] v= 152-002 a Shien See a of EESEEES Te REFER 70 BUN 0619¢7, FOR GRAVEL SPECIFICATION - EXITING OVERHEAD, POWER COMPUTER DIRECTORY

5.000 |X= 295,702} Y= 153.651 |: : — S Sol. Coe os ae fk [SS e 7]: TOPSOIL (75mm OEEP), FERTILIZE & TURF VERGE . rn . . : _'| JOAKEAYS\vOBS\0619\...
10.000} X= 300.472) Y= 155.159 ° SET of fe | -ALL DISTURBED AREAS’ OTHER THAN LANDSCAPED GARDEN BRUINS TREE 2

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“PEGLINE. SETOUT DETAILS -

 

 

 

 

 

 

 

 

|} 15.000} X= 305.296]. Y= 156.474. i ee /
|} 20.000] X= 310.125] Y= 187.772 | ee . t
. 25.000] X= -314.948] Y=- 189.091. |... ALEXANDER eS
. |:30,000| X= 319.769] Y= . 160.418 |° Sw DAVID TOTH -

| 38.000 | X= * 324.589] Y= 161.746- REGISTERED PROFESSIGRAT
40.000 {X= 329.426} Y= 163.015 | |---|, ENGINEER QLD No. 6069 .

} WZ BOCES _EROHAY Gn WE COREE EY - Lo ok , ae coNGREE wet OR PATH FOR APPROVAL -

 

 

 

. fires ict] PROPOSED BARRIER TYPE KERB & CHANNEL . G2 PROPOSED FINISH SURFACE LEVEL 5 sheet
| a WITH SEEPAGE UNDER TO NC STD OWG'S' $001. & 9205 xe | . = 2 2 —
45,000 | X= + 334.248] Y= 164.338" - coe aac,

"poe 0 Sua oa ve 2 “1 pau SURFACE Lev. Wy _ 7
55.000 | X=’ 343.880). Y=. 167.026 , ‘ cd ce TEE 0619 05

’ : cond. orn Mi ieee ees stnseensngnenete pow Ts —— - app TELSTR “( TON : . : .
be281| x= 344120! Y= 167.095 Bde - : ‘PHONE 5455 4245, . , +4 T = ROXIMATE TELSTRA LOCATION CONFIRM -BEFORE EXCAVATION oot , : th C . 7D :
. . ‘ / . . . . : : dote 23rd JAN 2007 oo

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

60.000 | X= _- 348.695] Y= 168.371

 

 

 

Page 5

 

 
  

 
 

 

 

 

 

 

 

"| Sewerage Purp Stn} - :
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Kerh -

 

 

 

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- Kerb

+. TURF ALL DISTURSED AREAS

{5m WIDE BIKEWAY TO NC STD OWS,

 

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‘Low Chain Wire|.

! “Extent of)

 

 

 

  

: 300mm WIDE: 25mm-AC.~ SuReACING :
. REFER TO PLAN 0619-7 FOR GRAVEL SPECIFICATION.

TOPSOIL (75nie DEEP),. FERTIUZE. & TURF VERGE

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: ACCESS DRIVEWAY bm WOE “ CONCRETE Aeviy

 

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NOOSA’ SHIRE COUNCIL

. Locality: of NOOSAVILLE
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(- “Callaghan & Toth .

Civil, Environmental & |
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NOOSA HEADS 4567 -
~ Bh: 54749081 Fox: 54749041
+ www.calleghanandtath.com.cu

designed . [ADT | | datum AHD

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approved :
SURVEYED BY
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project

PROPOSED ROAD WIDENING
‘FOR. UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE

Client

_——— as
title

‘MILL STREET
DETAIL PLAN

 

SCALE

 

" SCOIe SCALE SHOWN IS ORIGINAL ORAMING ‘SCALE
1:250(A3) 00 NOT SCALE FROM THIS CRAWING .

USE ONLY DIMENSIONS PROVIDED: = '
(
~ REMSIONS .

 

 

 

 

 

 

 

 

 

 

 

 

 

ment] revision details . date
fe... : ’
A
FILES. a
COMPUTER DIRECTORY
C:\KEAYS\JOBS\0619\...

 

 

POR APPROVAL

 

* Sheet 3° of 5 sheets,

 

drawing number

0619-

 

 

 

 

 

 

5] Naot 25rd van 20077 en J

 

 

Page 6

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

PAVEMENT: DESIGN -

HILTON’ TERRACE, COLLECTOR STREET,
USE COLLECTOR ESA'S AT-.3,0X1075 ©

“25mm AC: SURFACING:. :
LL Ustre per sq: metre: bitumen. prime” ~-
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100mm SUBBASE GRAVEL-, TYPE 2.3 CBR40.°

 

 

 

“ESSERERERE

 

 

 

 

 

 

 

   

a ALEXANDER DAVID TOTH.

REGISTERED; PROFESSIONAL *

ENGINEER, QLD No. 8069"

 

     

 

         

 

 

- ‘Bist 15 “gph
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oe i - Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers” -
|’. 6/41 Sunshine Beach Rood
P.O. Box 2305
} ~ "NOOSA HEADS. 4557
"Ph: 54749081 ‘Fox: 54749041
www.callaghanandtoth.com.cu’ .

 

 

 

 

 

 

 

 

_|'feesigned [ADT] datum AnD
drawn ic oe - pg’ 78737-
checked [AK | Origin (BM.)'RL 1.433
approved ,

SURVEYED BY”
JONES FUNT & PIKE

PHONE 54432500 oS. . ”
$$

 

project”

PROPOSED: ROAD WIDENING’
FOR UNIT DEVELOPMENT AT’
128-132 GYMPIE TERRACE.

to. - . * .
| event a ,

NC 0 OLIVER PROPERTIES Pry ‘UD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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0619-07

 

 

 

date 23rd JAN 2007,

 

 

XS

 

 

 

 

Page 7

  

 
 
 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

     

= NOOSA SHIRE COUNCIL
ERMIT. OPERATIONAL WORKS: Ha re ose |

  

“UNDER “NO CERCUMBTANGES: .
SPECIFIOATIONS BE’ DEPARTED F

 

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‘| Locality of. NOOSAVILLE .

 

( ; Callaghan & Toth:
LO Civil, Environmental &:
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6/41 Sunehine Geach Road -
P.0. Box 2305
.NOOSA HEADS 4567.

Ph: 54749081 Fax: 54749041
www.callaghanendtoth.com.cu

 

 

 

 

drawn __{ TN PSM 75737"
checked JAH’. Origin (B.M.) Ri 1.435" :

 

 

 

approved
SURVEYED BY. :
JONES "FUNT & PE

 

 

project :

PROPOSED ROAD WIDENING
-FOR ‘UNIT DEVELOPMENT AT
128-132 ‘GYMPIE TERRACE |

 

 

titles ee

| HILTON: TERRACE
CROSS SECTIONS

LOTS 1 23 & 9 on MCH3881

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL -

( —?™—nns om.»
SCALE” . .

 

.fO 05 1 45 2°25 Meters 3

 

 

 

NC_STD OWG 9001

 

  

 

 

 

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ALEXANDER DAVID TOTH ‘

REGISTERED PROFESSIONAL-
ENGINEER QLD No, 6069 -:

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PHONE 5455 4245,

 

 

 
 

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ae USE ONLY DIMENSIONS PROVIDED :
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REMSIONS

 

meal] revision. details dote

 

~ Pe Te

 

 

 

 

 

 

 

 

FILES .

 

 

COMPUTER DIRECTORY

 

C:\KEAYS\JOBS\0619\...

 

 

FOR APPROVAL

 

 

Sheet <5’ of 5 sheets

 

 

 

 

_ ¢H30.00

 

*. drawing number

0619-08

 

 

 

 

 

 

 

"| Kate 23rd JAN 2007, J

 

Page 8

       

 

 

                 

NC Oliver Properties Pty Ltd
PROIECT ~

aa ao ¥ .
feanegme te . PROPOSED UNIT DEVELOPMENT
at . . + LOCATION.
a, “pce "7. Hilton Terrace
B ~ © ff. NOOSAVILLE
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401

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tucw concheit COOTPAR,

 

Site Plan

 

   

   

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                         

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

renee 1g a
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it ONS ge MSTANCES MAY
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NAGER LAND DEVI

    

 

    
  

 

 

 

 

 

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bitte] ROOD setback
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Ris given ore Prreshed levels.
. x1M Orginal Level
L261 Proposed Fimshed Surface Level
aA vornrar  [C.)_ Exsting trees to be retaned
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Existing trees to be demolished

 

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Page 9

 

date init.

 

 

 

 

Notes;

3 #£asement D is o sewer easements.
¢ Easements E-G are access easements.
* Easements H &N are stormwater easements.
+ Easements J-M are access & services easements.

NOOSA SHIRE COUNLHL
JEVELOPMENT PERMIT OPERATIONAL ¥
REC'D BY.. tee DATE. secede cece
DATE. Z... 8...) ROP
A DATE. 2.2
FOR APPROVAL

=R ONO CIRCUMSTANCES MAY THE PLAN ?
SPECIFICATIONS BE DEPARTED FROM WITHOUT THE
WRITTEN APPROVAL of the MANAGER LAND DEVELOPMENT

#OANS APPROVED

 

 

DATE

 

This plon wes prepared for the pumpose ond exclusive use of
NC OLIVER PTY. LID. and their professional advisers
and is not to be used for ony other purpose or by ony other
(person or corporation. JONES FLINT & PIKE PTYLID occepts
no responsibility for ony loss or damage arising to any
or-corporotion who may use or rely on this plan in
contravention of these terms, . . .

Services shown hereon ore only those located by field survey.
4 not able fo be so located, services have not been shown.

: . ror te demolition, tic tructic th
LOTS | 3&9 ON MCH3881 oe the rent aber oeatlba conchae
PARISH OF TEWANTIN possible location of further underground services and
COUNTY OF MARCH : defatted locations of all services. +

TOTAL AREA 2997 m2 t COPYRIGHT © 2006 JONES FUNT & PIKE PTY LTD.
. . THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY
MERIDIAN : MCH3881 : FORM OR BY ANY MEANS IN PART ORIN WHOLE WITHOLIT :
e THE WRITTEN CONSENT OF JONES FLINT & PIKE PTY LTD.

i
YONES FLINT £ PLKCE ssirneicostonspwin ntsneye . oe .  eereatnpeaee |" NC OLIVER PTY. LTD. — = |

sheet 1 of 1 sheets

drawing number

SONES FLINT & PIKE PTY. LTD, A.C.N. 050 414.045, j
A ‘GLADSTONE

Soh Grier, Goce ta - Gaetsone Casson. 4680 - pee : D , ‘ So Project LOTS 1 4 CANCELLING LOTS 1-3
telephone (07) 3844 716t telephone (07) 4972 2100 a PO 7 ; " / .
=a | | "7 - & 9 ON MCH3881 M1757 - 03C

AS Tite PROPOSED SEWER, ACCESS & STORMWATER EASEMENTS Mints george

 

Adephone (07) 5443 2500

 

Page 10

ss NCOSA SHIRE COUnun.
EVE ‘DRMENT PERMIT OPERATIONAL WORKS 0... OF

REC'D . DATE....... foveeces /

   

 

   

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PROPOSED UNIT DEVELOPMENT
HILTON TERRACE,
NOOSAVILLE

for NC OLIVER PROPERTIES PTY LID
PROC NAHE

   

ISSUE

 

 

 

 
 

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A
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‘ Architectural and othe cone tees en Sone at the eontroce ener we Diometer 2. To list all in flow filtering devices like leof eaters
; , be issued durin: e ae BR v il
Aarons cncita shall be referred to the supervising officer for decision before 7 BGPCT . Sofie Cross Pautat at OP's ond other filters
proceeding with the work. invert levels, surface levels, and mm. Existing storm woter Cleanout to turfoce 3. To kéep ‘and maintain a-log of cleaning
«Contractor shall verify al ol to commencement af the work. Ean Eccentric Enlarger 4. To clean devi including first flush storage tank
Cover to pipes: cre, correct ond obtainable prior to comme! ified with eee —— Storm Water Drainage Een eA ong t . €an devices tn g.
The exact location of existing, ond proposed rabairi shall be verified wi . ° FFL Finished floor level -as to manufactures speci ication
the retevant Authority, or other trades as applicable. Agi Orain 7 oe Gully Pit ont Trop ~minimurn quarterly, but monthly in’ rainy season
. Hol : .
, STORMWATER, DRAINAGE dio PVC class SW min grade 1:100 U.N.O. . MH apeetion Chamber Totter each major rainfall event m once yearly
i imum o
Downpipes shall be 100 Dio PVC class SW. ; @)- Down Pipe I Invert Level . 5. To inspect and c ean tanks minimun
COVERS & FRAMES : . Kae Kore fe Channel 6. To install and. maintain pump ond fixtures for a
Covers subject to vehicular traffic to be $35 dio, cost iron, medium dut a cen Eccentric entarger MH Manhole et reuse/wotering/irrigation as to manufactures specification
‘Covers in grassed or cone. creas to be 535 dia. cost iron, concrete in| RP Real Property Boundary 1
Covers in paved areos to be 600 sq. Infill to match poving pattern. 6 Fwo Floor Waste RPD Reol Property description
d greos to be as for Poyed areas ee eta ate. gully RWO Roin woter outlet
to be stompe: or * Roin water head oo . . .
Seacrest s. Frames to be “Faston” or equal: approved. : . . a Surface Level Pollutant Efficiency ‘Rating Device
. . Sq Squore . - 7
GRATINGS woter to be “foston, Gotic” or approved equal : Swo Storm water doin Litter 80-100% VH Fi, Fox
Duty to match monufacturers recommendations for loading condition, . ret) Trench arete Iegilodnat bee Organic 80-100% VH Fi, Fox
Trench grate to be transverse’ ber. . r
Floor waste grates in public areas to be chrome plated bross w/a Underground . _
in private oreas may be PVC. u 73, Under slab cthervise Coarse Sediment 80-100% VH Fl, Fox
. . — Fine Sediment “| 60-80% H Fl, Fox
Free} Oil & Grease| 60-80% H Infiltration
Nutrients (N&P) 40-80% M-H Infiltration
. .
: ‘ POLLUTION. CONTROL_SCHEME
a
Q
@ , , is QVYAAFPENN FE Q9YY//QQY~WNYY i
= Fall ; at EE Chern es pag yt tage” : :
fall Weil at NOOSA SHIRE COUNCIL C6, US 1050
== DEVELOPMENT PERMIT OPERATIONAL WORKS No... 202 -—_7f a =
q BEG'D BY. eects DATEL c/s. OSI PA, tL0.450 — ee 10450 en Dat
La} ry -- os ~ - . lescription oO!
CKD BY. settee AVES, DATE... Z./.2./ OE : . Amd P
. : AMEND CKO BY........., APEE...DATE. 22/22... LOOT
‘ , : , as! : RECOMMENDED FOR APPROVAL ees to be ned:
‘ : min ev, 3 mths,
1008 TER eee n eer ee eaten nese eeneessecaneubeneebesers monthly Oct.-Feb.' tot
100 UNDER NO CIRCUMSTANCES MAY THE PLAN £ after each major rainta
100 Serre : :
200] || “poo inched grate cated SHCA ONS BE DEPARTED FROM WITHOUT THL -
: [Sree SVEN AP 3 a] EM : . -
0 {TEN APPROVAL of the MANAGER LAND DEV ELOPMEN}, IC_INSPECTION CHAMBER
. SCHE i 7-04
L——"__*LANS APPROVED SCHEMATIC A_tntiicotion deleted Wales Tt
. }econdory issue
Grode W12144/12 ae, "Strainer to sewer, : pereestec Gentes te . For Development Approval
Floor dain to. strainer DATE MY)... 207 ARANAGER LAND DEVELOPMENT X Bai
Bucket on ~i00 : . For Tender
Strainer ‘ For Construction
Thrust block 1 As Constructed
ru
A /, :
: oe PO Box 11
g <= | }
Hydraulic| em reconhye
. SSERRaTNT A www.conhyd.¢
: : New 150mm \ on i “
b BUNDED EXTERNAL . . : LRFC headwall New ~375 discharge Engincers \ a aa a
PROPOSE rom proposed dewopme :
: hold K: MIEAust RPEQ No 7C
WASH DOWN_ DETAIL CONNECT TO SEWER tau CONTACT: Reinhold Koenning
min 5No
Scale 1:50 : velocity > CLIENT + _
isoneoso fy NC OLIVER PROPERTIES PTY LTD
: t min 1000 .
natural bonk / ARCHITECT :
: ' j 1 MIDDAP DITCHFIELD PTY LTD
SL approx 1.150 vert "7
| cuner dischorge _ Existing 3 XO ft cnanner {RECT PROPOSED UNIT DEVELOPMENT
225W Trench Grate _ ; to Noosa River Coen channel :]  }900 Seen eee nonmel “HILTON TERRACE
sy ~~ | Existing 900x900 NOOSAVILLE
| L istin :
j 7 culvert DRAWING TITLE:
~150 J / ,
—— - New conerete natural bank 180 !
“Fox” Gross . 22525 vet with New RFC ; bitumen i GENERAL NOTES &
—_—-] , , io .
Pollutant’ Trap | .-0.05 scour protection : min 180mm | — Ma street DETAILS
i
180 _ Grassed area
SECTION A _—_A " CHANNEL , Bester RO [owes] [mee 221108 _] Trot
\ SCALE : ovaruno, [t of 3 | 1451-0-1 A
[ RPD:- Lots 1, 2, 3 & 9 MCH3881

 

 

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Page 13

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NOOSA S SHIRE COUNCIL
ORKS No. ol 7

  

 

 

 

 

doin to existing

Stour protection |
DEVELOPMENT PERMIT OPERATIONAL W
RED BY.. DATE.....-. feces

aan tafer datad :

IC4 inspection ~

jchamnber ~t250 .

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head wall ond KA
scour protection. hn
eroin © ‘existing We op oes
or os
i am SER NO Ci Ter
= i cestwe Pau rooTeamn PECIFICATIONS BE DEPARTED
"aA ! on . we wet ™ WAITTEN APPROVAL of the MANAGER LAND DEVE
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I b A sate tot pate rane . PLANS APPRO i
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ary : 2 Nota ae
iw ‘3 DP's refer BA dugs Verore : Connect of! OP's io
Q} tit, 3 mm 26 flea bets, long Halton Note tot OP's t i
§ oe .
1 uy, ook Precise. eogtions: of fidd rle's along Hiton t
fy minh OP's refer BA dwos Terrace onty, . t
bi vee . + Precise tocations af 7 6 (6120
“Fox” BGPCT f nl fe oi . OP's refer BA dega 1.50
on" “a b oma LH —_
Refer detall i] a. Re reas . A fe Ke nai .
‘SLI.S2 f 2000 atarm water — {g/ rT im 201 pte Im. 2.69 _Deseription Date
iy | + -—}, —|
Ti 2 mH a4 rae el ~
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wow
trench grote Y 7 7 a q] y.
BI32 Pk, tenteceping at
y ‘ x 2 G *
SITE a Bde RS Y Noo ey _ All)
. A_]SW design revived 27-04-06)
5 ITE B " PEACASITE C ) ITE OSS KS Lat aie Date
lew Drivewer’ ra - } pr, L ror Dovel \oryt_ Appt Over
uo : Q x v S * For Buisina Acoravet 1X py=11=05
fae > wetromnd Fag , a IFer tender
Y oh S g 2 Teese LO wal [For Constryction,
0 of bo: nore r C [As Constructed
Le 4 } PO Box 1178 |
Bin r| ““ 3 ‘ Budding QLD 4575
tenecaee bat mie a wr t yes
si iC RPZD owt TCU.70 PH: $444 O45,
Terdaconing, FX $444 8224
ove ——a a] CONTACT: Rertheld Koenning —MIEAust RPEQ No 7025
735x150 ‘ Sa ve” CUENT
\ potvoniaed on in To sere NC OLIVER PROPERTIES PTY LTD
. \ Lastmg put FOOTPATH ue TRGMTEGT +
4 THOELMMA NV eye ie Se. FE MIDDAP OITCHFIELD PTY_LTO
J ji LA OMLIN a1 CUVOO3dS =i pt wk oe ow a a ef aE PROKCT: PROPOSED UNIT DEVELOPMENT
- Driveway with HILTON. TE RRACE Beant chomber : HILTON TERRACE
eee keene nee e ORE ESO R EERE EERE OE EEE EEE E OBS e EEE porous pavers { ter, fetal gat —NOOQSAVILLE
iL=0.25 _— (th=0.05 DRAWNG TINE:
. SITE STORM WATER
. : : 4 OPERATIONAL WORKS
par] RK Jorn] Toss BETO | oa Ho
. ‘seme st3180 1451-0-2/A
RPO:— Lots 1, 2, 3 & 9 MCH3881

 

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