06/0933 - Outdoc re: approval of development for Op Works · 142006.933

Section 2

 

 
 

BNi@iONyew Form 6 - Decision Notice

 

ECE NONE

  

INTEGRATED PLANNING ACT 1997, S3.5.15, |IDAS DEVELOPMENT APPLICATION

 

File No: 2006/933 Date of Decision: 26/05/2006

 

| 4. APPLICANT DETAILS

Name: Callaghan & Toth Consulting Engineers

Postal address: CARE Callaghan & Toth Consulting Engineers
2/11 David Low Way
NOOSA HEADS QLD 4567

Phone no: 5474 9081 Fax no: 5474 9041

 

[.2.___ PROPERTY DESCRIPTION

Street address:  4/ Mill Street NOOSAVILLE

Real property LOT: 167 SP: 173769
description:

 

4} 3. OWNER DETAILS

Name: State Land - NSC as Trustee

Postal address: PO Box 141 ©
TEWANTIN QLD 4565

 

4. REFERRAL AGENCIES

Referral Agency Address , Basis
Nil

 

LS. APPLICATION TYPE

Development Development Details . Preliminary Development
Approval Permit
Operational works 06/0933 - Operational Works - No , Yes
CiParking, Access Road, : .
Drainage

 

[6 DECISION DETAILS

Council decided to approve the application on 26" May 2006, subject to conditions.

 

i 7. APPLICABLE CODES

The developer must comply with the following codes for self-assessable development related to the development
approved under this Development Permit:-

Not applicable.

 

1.8. _ CONDITIONS

The approval is subject to conditions. Noosa Council's conditions are attached.

Section 3

NOOSA COUNCIL IDAS Development Application Decision Notice 2 of 8

 

| 9. FURTHER DEVELOPMENT PERMITS REQUIRED

Type of Development Permit required Subject of the required Development Permit
N/A

 

{ 10. RIGHTS OF APPEAL

 

Rights of appeal in relation to this application are attached.

 

111. ASSESSMENT MANAGER

Name: Noosa Council / Signature: iF Date: 01/06/2006

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Section 4

NOOSA COUNCIL IDAS Development Application Decision Notice 3 of 8

10,

11,

12.

 

 
   

Noosa Council Conditions
INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

 

COUNCIL |

 

The development shall be carried out in accordance with Engineering drawings Nos. 0202 —
06,07,08,09,10,11,12,13,16 dated 12 January 2006 and as prepared by Callaghan & Toth or as modified
herein.

The minimum depth of asphalt must be 30mm, which complies with Council's standard.

‘The construction of the jetty and sewerage works as shown on the plans do not form part of this approval.

The total required pavement thickness shall be based on the Department of Transport’s Pavement Design
Manual using soaked CBR tests of the subgrade.

The design pavement thickness, together with CBR test results shall be submitted to Council's Manager -
Land Development for approval prior to placement of pavement materiat.

A site control and/or compliance bond of $10,000 is to be submitted to Council prior to the pre-start
meeting. The pre-start meeting will only be held once Council's Construction Technical Officer has
confirmation that the bond monies have been received by Council.

The bond will be refunded fess any costs incurred by Council in ensuring compliance with these
conditions or any additional inspections incurred for substandard work or work undertaken not in
accordance with this permit.

The names of any proposed contractors for works are to be submitted in writing, together with copies of
current Public Liability and Workers Compensation Insurances, for consideration for approval by the
Manager-Land Development seven (7) days prior to pre-start meetings and commencement of works.

A separate letter will then be issued approving the Contractor (or otherwise) forthe works. No other
Contractor or Subcontractor shall be engaged to carry out the works or any part of the works without the
written approval of the Manager-Land Development.

Council's Construction Technical Officer (ph 0410 512 505), shall be given seven (7) days’ notice of
intention to commence works to arrange a “pre start” meeting regarding the civil works. .

Prior to the “pre start” meeting, the principal contractor must be provided with a copy of Council's
signed approved drawings and conditions by the applicant.

The Consulting Engineers for the project shall be currently Registered Professional Engineers of
Queensland (RPEQ). The consulting engineers are responsible for arranging all inspections, with
Council's Construction Technical Officer or nominated staff. Council’s Construction Technical Officer shall
provide an inspection form for signing off by the Engineer at appropriate stages of construction, during on-
site meetings. Construction Technical Officer will also sign the form at each stage when conditions
required have been-satisfied. The works will be accepted “On Maintenance’ after this form, signed by the
inspector for each stage is complete, together with a letter from the Engineer requesting that the works go
“On Maintenance”. .

Prior to works commencing, Council is to be advised of the Engineer (RPEQ) supervising the project.
(This person will be the contact for the project).

Council standards shall apply to these works unless otherwise modified herein.

The person acting on this permit shall ensure that its consultants and contractors take all reasonable care
during the construction of the engineering works to ensure that Council property, road pavements or
facilities (such as underground drainage, water supply, sewerage, footpaths, kerbing, landscaping, street
furniture etc.) are protected against any damage or interference whatsoever.

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Section 5

NOOSA COUNCIL IDAS Development Application Decision Notice . " 40f8

13.

14.

15.

16.

17.

18.

19.

20.

21.

If any Council property or facilities should be damaged by the Applicant or any of its Consultants or
Contractors through any cause whatsoever in the course of, directly or indirectly, carrying out the
engineering works, the Applicant and/or its Contractors shall forthwith notify the Manager-Land
Development and shall forthwith rectify the damage to that property or facility at its cost and to the
satisfaction of the Manager-Land Development, prior to the commencement of the use or, alternatively,
the Applicant may request the Council to carry out the rectification work at the Applicant’s cost, such cost
being paid by the Applicant to the Council prior to the commencement of the use, provided that in the
case of emergency the Council shall be entitled to rectify such damage at the cost of the Applicant, such
cost being paid prior to the commencement of the use.

A management strategy to ensure no damage occurs to Council services shall be given to Council for
assessment prior to the pre start meeting. .

The development of the site shall be carried out in such a manner as to prevent dust and/or sand
nuisance to residents and/or tenants in the vicinity of the development.

Construction work and other associated activities are permitted only during the hours of 7.00 am and 6.00
pm Monday to Saturday. No work is permitted on Sundays or public holidays, except where extended
hours are approved by the Manager-Land Devetopment or his nominee.

‘All signage, including that for safety during construction shall be in accordance with the Manual of Uniform

Traffic Controi Devices and Traffic Infrastructure (Roads) Act.

Safe pedestrian access on Mill Street and Chaplin Park shall be maintained at all times. Should footpath
/ road closures be necessary to carry out construction works, Council's Construction Technical Officer (ph
0410 512 505) must be notified prior to the proposed closure.

Sediment and erosion control measures must be in place prior to works commencing. If such measures
are not in place or are not satisfactory, “on the spot “fines may be issued. Such fines can be issued if
sediments from the site are found to enter or have the potential to enter Council's stormwater system or
natural waterways. Although the sediment and erosion control measures have been approved on drawing
No, 0202-16 by Callaghan & Toth, Council's Manager — Land Development may request further controls
to be installed should approved measures be inefficient.

The owners of the subject property shall maintain the grease/oil arrestor pits/gross pollutant traps in
accordance with the manufacturers specifications.

The owners of the subject property shall inspect the grease/oil arrestor pits/gross pollutant traps on a
weekly basis and after each storm event.

The owners of the subject property shall enter into an ongoing maintenance contract with a Registered
Contractor to clean and maintain the grease/oil arrestor pits/gross pollutant traps on a regular three
monthly cycle and on a “On Call” basis in the case of an emergency.

The management and maintenance of the grease/oil arrestor pits/gross pollutant traps shall be included in
the Community Management Scheme for the completed development.

All stormwater drainage lines including private drainage lines (also known as inter-allotment drainage
lines) or as otherwise approved by Council's Manager of Land Development shall be inspected by closed
circuit television (CCTV) at the completion of al! works and immediately prior to acceptance ‘On
Maintenance’. Council's Construction Technical! Officer shall be advised of the timing of this inspection.

A report of the CCTV inspection, including photographic records (which includes photos & video
recordings burnt onto a CD) of the inspection shall be submitted to the Council for approval. Any defects
or substandard works shall be recorded and accurately illustrated on the drainage plan showing the
location of the defect(s). .

Substandard work will not be accepted ‘On Maintenance’ and must be rectified at the applicants expense
with a further CCTV inspection arranged once the rectification works have been completed.

To this extent all CCTV inspections, including any additional inspections necessary following defect
identification and rectification, shall be entirely at the applicant's expense. Any costs incurred by Council
in reviewing the CCTV inspection results shall also be borne by the applicant.

Prior to acceptance of civil works to become Council assets "On Maintenance”, the lodgement of
satisfactory “As Constructed” records shall be submitted to Council.

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Section 6

NOOSA COUNCIL IDAS Development Application Decision Notice 50f8

22.

23.

24,

As Constructed drawings and data shall be certified by a qualified experienced Civil Engineer (RPEQ) for
design intent, and a Licensed Surveyor shall certify the cadastre and the location, level and type of all
services and structures. All of which shall be submitted to Council for checking and for Council's records.

The data must fully detail levels for all engineering works including but not limited to drainage structures,
finished ground levels and pavement surface levels. The data shall be submitted in the Asset Design and
As Constructed (ADAC) digital format. (Guidelines on the use of ADAC are available at
www.adac.com.au).

Approval of works shall not be granted until all As Constructed information has been
supplied and accepted by Council.

A 5% cost of works to become Council assets or $1,500 bond (whichever is the greater) will be imposed
on construction works during the maintenance period, which is a minimum period of 12 months duration.
Such bond must be lodged by, and shall only be accepted from the Developer for the works.

Pursuant to Section 3.5.21(5) of the Integrated Planning Act 1997, the Currency Period is two (2) years
from the day this permit takes effect during which time all conditions must have been complied with and
the Plan of Survey lodged with the Council for endorsement.

Notwithstanding that Council has checked the plans with due care, where it is found during construction .
that variations from Council's standards exist, then Council standards shall apply

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Section 7

NOOSA COUNCIL IDAS Development Application Decision Notice 6 of 8

 

ENeesee Local Laws, Policies & State
SEN ~=Regulation Requirements

INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

 

 

THE FOLLOWING ADVICES ARE FOR INFORMATION PURPOSES ONLY AND DO NOT FORM
CONDITIONS OF APPROVAL

1. Should any changes or modifications to the approved plans be required as a result of construction
constraints, a Change to an Existing Approval Application under the Integrated Planning Act must be
made. Amended plans clearly indicating the changes must be lodged with this application along with the
appropriate fees. :

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Section 8

NOOSA COUNCIL IDAS Development Application Decision Notice

7 o0f8

 

 

COUNCIL

NOOSA. Byer ate nc

 

ote

   

 

The following is an extract from the “Integrated:
Planning Act (Chapter 4).

Division 8 - Appeals to court relating to
development applications

Appeals by applicants

4.1.27.(1) An applicant for a development application
may appeal to the court against any of the following-

(a) the refusal, or the refusal in part, of a
development application;

(b) a matter stated in a development approval,
including any condition applying to the
development, and {he identification of a code
under section 3.1.6;'

(c) the decision to give a preliminary approval when a
development permit was applied for;

{d) the length of a currency period;
(e) a deemed refusal.

(2) An appeal under subsection (1)(a) to (d) must
be started within 20 business days (the “applicant's
appeal period”) after the day the decision notice or
negotiated decision notice is given to the applicant.

(3) An appeal under subsection (1)(e) may be
started at any time after the last day a decision on the
matter should have been made.

Appeals by submitters

4.1.28.(1} A submitter for a development application
may appeal to the court about-

(a) the giving of a development approval, including
any conditions (or lack of conditions) or other
provisions of the approval; or

(b) the length of a currency. period for the approval.

(2) The appeal must be started within 20 business -

days (the “submitters appeal period”) after the day
the decision notice or negotiated decision notice is
given to the submitter.

(3) If a person withdraws a submission before the
application is decided, the person may not appeal the
decision.

(4) if an application involves both impact
assessment and code assessment, appeal rights for
submitters are available only for the part of the
application involving impact assessment.

(5)-If an application is processed under section
6.1.28(2), appeal rights for submitters for the
application are available only for the aspects of the
development that would have required public
Notification under the repealed Act.

" Section 3.1.6 (Preliminary approval may override local planning
instriment}

INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

(6) if an application involves assessment against
a concurrence agency code, appeal rights for
submitters for the application are not available
against the part of the approval that represents the
concurrence agency’s response for the code.

Appeals by advice agency submitters

4.1.29.(1) An advice agency may, within the limits of
its jurisdiction, appeal to the court about the giving of
a development approval for a development
application if-

(a) the development application involves impact
assessment; and

(b) the advice agency told the applicant and the
assessment manager to treat its response to the
application as a submission for an appeal.

(2) The appeal must be started within 20 business
days after the day the decision notice or negotiated
decision notice is given to the advice agency as a
submitter.

Appeals for matters arising after approval given
(co-respondents)

4.1.30.(1) For a development approval given for a
development application, a person to whom any of
the following notices have been given may appeal to
the court against the decision in the notice-

(a) a notice giving a decision on a request for
extension of the currency period for an approval;

(b) a notice giving a decision on a request to make a
minor change to an approval.

-(2) The appeal must be started within 20 business
days after the day the notice of the decision is given
to the person.

(3) Subsection (1)(a) does not apply if the
approval resulted from ‘a development application

- (superseded planning scheme) that was assessed as

if it were an application under a superseded planning
scheme.

{4} Also, a person who has made a request
mentioned in subsection (1) may appeal to the court
against a deemed refusal of the request.

(5) An appeal under subsection (4) may be
started at any time after the last day the decision on
the matter should have been made.

Division 9 - Appeals to court about other matters

Appeals for matters arising after approval given
(no co-respondents)

4.1,31.(1) A person to whom any of the following
notices have been given may appeal to the court
against the decision in the notice-

(a) a notice giving a decision on a request to change
or cancel a condition of a development approval.

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Section 9

NOOSA COUNCIL IDAS Development Application Decision Notice 8 of 8

({b) a notice under section 6.1.44? giving a decision to
change or cancel a condition of a development
approval.

(2) The appeal must be started within 20 business
days after the day the notice of the decision is given
to the person.

(3) Also, a person who has made a request
mentioned in subsection (1)({a) may appeal to the
court against a deemed refusal of the request.

{4) An appeal under subsection (3) may be
started at any time after the last day the decision on
the matter should have been made.

Appeals against decisions to change approval
conditions under the repealed Act

4.1.33A.(1) A person who is dissatisfied with a
decision made on an application to change the
conditions attached to an approval given under
section 2.19(3)or section 4.4 of the repealed Act may
appeal to the court against-

(a) the decision; or
(b) a deemed refusal of the application.

(2) An appeal under subsection (1)(a) must be
started within 20 business days after the day notice of
the decision is to be given to the person.

(3) An appeal under subsection (1)(b) may be
started at any time after the last day a decision on the
matter should have been made.

Appeals against local laws

4.1.33B.(1) An applicant who is dissatisfied with a
decision of a local government or the conditions
applied under a local law about the use of premises
or the erection of a building or other structure
permitted by the planning scheme may appeal to the
court against the decision or the conditions applied.

(2) The appeal must be started within 20 business
days after the day notice of the decision is given to
the applicant.

2 Section 6.1.44 (Conditions may be changed or cancelled by
assessment manager or concurrence agency in certain
circumstances)

1

' NSC picivicadocuments\dc\ot OVfrom000\0 10-2006-00000933-001\0003decnotice.doc

Section 10

 

 

 

 

 

   

           
                                        

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ACCESS LONGITUDINAL SECTION’ & CONCRETE DETAILS
ACCESS CROSS SECTIONS PLAN
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( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/14 Sunshine Beach Rood
NOOSA JUNCTION 4566

Ph: 54749081 Fox: 54749041
‘www.callaghanandioth.com.au

 

 

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2/41. Sunshine Beach Rood
NOOSA JUNCTION -4565
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NOOSA JUNCTION 4566

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: === =: UP OF KERB / BACK OF KERB TO SECTION PROFILES PLAN 12 NooSe Neon soe
NEW CONCRETE HARDSTAND AREA ——@—— T ———_; APPROX TELSTRA LOCATION CONFIRM BEFORE EXCAVATION CONTRACTION JOINTS AT 3M CRS WH! on: saregon ton evan
WITH BUNDING TO DETAIL PLAN 11 @ EXISTING TREES / PROPOSED 1.5m CHAIN WIRE FENCE/ EXPANSION JOINTS AT 18M CRS Ss] www.cellaghanandtath.com,ou
. : 3m HIGH SOUND PROOF FENCE ‘ .
200 WIDE BLOCK WALL TO DETAL PLN 11 BASTING FENCE + EXISTING RECYCLED WATER UNE (LOCATE BEFORE EXCAVATING) | Faeserey [ADE] dolom ND ERED
. — _SW — _NeW ALLOTMENT RAN Grown 1 BM . PSM 75798
EXISTING OVERHEAD PO . . : gin (BM,
WER EDGE OF EXISTING VEGETATION nee oF EXISTING CONCRETE NEW STORMWATER PIPE checked [AH | Origin (BM) RL 93.907
Nake =) Cs fib our . approved
gee : =" ADJACENT JETTY CONCRETE EDGE RESTRAINT], uy { A SURVENED EY
a AB NT 1L0.55 TO _IPWEAQ STD ROQSE ’ NOOSA COUNCIL
= PROVIDE PROG. FLAP o Lf &

 

 

 

  
  

 

 

               

 

 

 

 

 

ae PHONE *
Q NOGSA SHIRE GOUNG 93 \ _
“PASTING BLOCK & CUT T PERMSROPERATIONBLANORKS Nol. 5 23 |
BACK REO 70 MAINTAIN eh gDATE.. fh BA Lee
30mm COVER. concreTe| ee ON RBI D BYR eres op DATE k ed aE.
AS PART OF SLAB TO. anne NOOSA SUIPWAY RENOVATIONS
XSISTING SEDIMENT Bir ceeeseee A” hes MILL ST, NOOSAVILLE
BED FOR APPROVAL
- ota 2 - “eQhevcesenettee IY
4 pe . . Y og : Pe eT ncnccteneatererenses este magi ens eeaeees :
at vi SO BEEe Tt , ‘CIRCUMSTANCES MAY T PLAN & (77 \-
oo ( : CEP \ AM Pye Q aol | ST OATONS eo TANS FROM WIWHOUT A 1
ae Kr fh NA or tT TEN APPROVAL ofthe MANAGER LAND DEELOPM NOOSA ‘COUNCIL

"3

LANS APPROVED, | . a Ls
fesevule TOA oasivceenee: Nn
(PECK BEANAGER LAND DEVELOPMENT | (ie =
CARPARKING DETAIL PLAN

 

 

      
     

 

 

 

 

 

 

 

Q 165 .
a SP173769 . $$
Q . .
600X600 FOX BGPCT+FB PIT WITH MEDIUM © |
GRATE GL1.10 JL 0.70, BASKET & OIL/SEDIMENT
SEPARATOR. RING 54925722. ‘ .| | LOT 167 on SP173769
JIA : Cx : , ROVIDE: REGULAR SERVICE BY FOX OR EQUIVALENT. . :
as XOX | : \ REE MONTH INITIAL MONTORING ‘
ERS OG N ' | Re MONT! REGULAR MAINTENANCE . Parish of TEWANTIN
CYCLED| WATER Pug PR : . BREAK OUT EXTG K&C, LOCATE PIT AT County of MARCH
Sup PUNE ts on | EY oO ( BACK OF K&C AND MAKE GOOD NOOSA’ SHIRE COUNCIL
Locality’ of NOOSAVILLE
KD
6. OF
SCALE
0 1.75 35 475 5 625 an 125

scale SCALE SHOWN IS ORGNAL DRAYWG SCALE
W:Z50(63) Te Cau DANSON. PROMDED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REVISIONS:
met] revision details date
=]? fe
\.. /
a
FILES
COMPUTER DIRECTORY
C:\KEAYS\JOBS\CT\0202\....

 

 

 

 

 

 

 

165

  

LEASE BDY

SP173769 &
PLACE DISABLED PARKING & CH)

SIGNS & LINEMARKING SYMBOL

Sheet 4 of 11. sheets
drawing number

0202-09

 

 

 

 

 

 

 

 

 

 

 

XQ date 12th Jan 2005

 

 

Section 14

 

 

LEGEND:

 

NEW PAVEMENT WITH
AC SURFACING

 

 

 

NEW CONCRETE HAROSTAND AREA
WITH BUNDING TO ‘DETAIL PLAN 11

 

 

 

EXISTING OVERHEAD POWER

200 WIDE BLOCK WALL TO DETAIL PLAN 11

 

 

 

 

TOP OF KERB
TOP OF KERB INSIDE ISLAND
Edge
POINT | level EASTING NORTHING COMMENTS
A 1.20 X=505133.2857 }Y=7080114.4267| TOP CNR WALL
B- {1,20 X=505143.2851 |/Y¥=7080116.4399] TOP CNR WALL
Cc 1.40 X=$05135.6825 |¥=7080102.5223] TOP CNR WALL
0 1.40 X=505140.6966 |¥=7080102.9505} TOP-CNR WALL
E 1.40 X=505145.7107 {Y=7080103.3786] TOP CNR EXIST WALL
F 1.10 X=505142.1206 |Y=7080095.8775| TP RO .
G 1.20 X=505147.0223 |Y=7080096.8644) TP R4.0
HO 11.15 X=505146.0995 |Y=7080090.0685} END CONC cTP R9/R2
I 1.30 X=505150.9497 {Y=7080093.6539| TP R4.0
J 1.15, X=505147.2794 |Y=7080088.1482| CNR
K 1.00 X=505144.2516 |Y¥=7080083.6769] CNR -
L 4.00 %=505152.6530 /Y=7080082.1725| CNR
M 1.15 X=505155.6807 |Y=7080086.6438] CNR
N 1.00 X=505157.8436 |¥=7080083.2837| CNR
oO 1.15 | X=505160.1465 {Y=7080088.1680} CNR
P 0.95 X=505165.9287 {Y=7080082.1417| CNR
Q 1.10 X=505168.2316 |Y=7080087.0260| CNR
R 0.95 X=505169.6141 |Y=7080082.9807] CNR
s 1.10 X=505171.0554 } ¥=7080088.1848] CNR
T 1.25 X=505170.9901 |Y=7080093.6847| TP R4
U 0.95 X=505175.0190 | Y=7080082.2643] CNR
v 1.40 X=505176.4603 | Y=7080087.4584] CNR
Ww 0.95 X=505177.6313 | Y=7080082.7949] CNR
x 1.10 X=S05177.6230 | Y=7080088.1949] CNR
Y 0.90 X=505183.5313 |Y=7080082.8039] CNR
Zz 1.03 X=505183.5230 | Y=7080088.2039] CNR
Al {0.90 X=505186.1865 | Y=7080086.7827| CIP R2/R6
A2 |0.90 X=505188.1256 | Y=7080083.8766] CTP R10/R6
AS [0:968 X=505191.3689 | Y=7080078.9950} TP R10
A4 10.968 X=505191.9461 | Y=7080077.0457] EDGE BIT. CH 60
AS | 1.05 X=505194.5830 | Y=7080077.8264] CL CH 60.00
AB [0.968 %=505197.2197 | Y=7080078:6072] EDGE BIT. CH 60
AT {0.90 X=505197.4333 |Y=7080086.1233] CTP R6/R10
AB 11.05 X=505191.9385 | Y=7080088.5179] CENT R6
Ad 10.90 X=505192.3905 | Y=7080094.4980} R6 ROAD CNR
AIO $1.30 X=505174.9476 |Y=7080097.1471{ MIDPOINT R4
A11 [0.90 X=505190.0554 [| Y=7080102.2054] CNR .
A12 | 1.30 X=505172.0553 | Y=7080101.5385] TP R4
At3 {1.00 X=605160.8807 | Y=7080104.6452| CNR
A14 {1.00 X=505163.8828 | Y=7080108.7005] CNR
A15 | 1.30 X=505172.2544 |Y¥=7080108.7005| TP R2
A16 11.25 X=$05174.2071 | ¥=7080111.1329] TP R2
A17 41.05 X=505180.1865 }Y=7080116.7338] CNR
A18 | 1.25 X=505172.9563 | ¥=7080116.7812| TP R2
Ag | 1.00 X=505177.5845 | ¥=7080127.6663} CNR CONC EDGE ~
A20 41.20 X=505170.5705 | Y=7080118.2690] TP R2
A21 | 1.20 X=505167.0413 | Y=7080117.47271 TP R2
A22 41.15 X=905164.6554 | Y=7080118.9606; CIP R2/Rt
A23 [1.10 X=505161.1626 | Y=7080119.5491] CNR
A24 | 1.00 X%=505162.4049 | Y=7080123.5170] CNR CONC EDGE
A25 JIL 0.10 X=505199.4477 | Y=7080086.1350/ CULVERT OUTLET
A26 {IL 0.55 X=505187.8360 | ¥Y=7080081.8568] KERB GULLY DRAIN IL
A27 JIL 0.15 X=505216.7233 | Y=7080021.5561} CULVERT OUTLET
A28 | IL 0.697 X=505207.8744 |Y=7080019.9139] INVERT TP Ri
A29 {IL 0.685 X=505208.1954 | ¥=7080019.4277] INVERT TP Rt
A30 | IL 0.660 X=505209.1498 |¥=7080018.6373] INVERT TP R1
A31 [IL 0.645 X=905209.5033 | Y=7080018.0400/ INVERT TP Rt
A32 JIL 0.689 X=505209.8809 | ¥=7080017.4432| LIP AT SAG GULLY
A33 IL 0.70 X=505164.3223 | Y=7080100.0227} FOX BGPCT+FB PIT

 

 

 

 

 

 

 

 

 

PROPOSED GRAVITY SEWERAGE LINE

EXISTING SEWERAGE MAIN
EXISTING STORM WATER LINE

APPROX. WATER LOCATION CONFIRM BEFORE EXCAVATION
APPROX TELSTRA LOCATION CONFIRM BEFORE EXCAVATION

EXISTING TREES
EXISTING FENCE

EDGE OF EXISTING -VEGETATION

                         

 

 

 

 

 

 

 

 

 

NEW UNDERGROUND POWER

EXISTING GRAVEL. EDGE
EDGE OF EXISTING BITUMEN SUI

RFACE

UP OF KERB / BACK OF KERB

PROPOSED 1.5m CHAIN WIRE FENCE/

3m HIGH SOUND PROOF FENCE

SETOUT POINT

FINISH LEVEL

900 WIDE CONCRETE VEE DRAIN

100mm THICK N25 SL62 TOP COVER
TO'SECTION PROFILE-PLAN 12
CONTRACTION JOINTS AT 3M CRS

EXPANSION JOINTS AT 18M CRS

EXISTING RECYCLED WATER LINE (LOCATE BEFORE EXCAVATING)

EDGE OF EXISTING CONCRETE

wid

 

LS 0° NO

 

 

 

 

   

one COUNCIL

 
 

  

DEVELOPMENT PERMIT OPERATIONAL WORKS No.7

      

Go

REC'D BY. “cof J OBTE sssscef vvcsad
CKD BY.. Son al One ee) EI Zhe
AMENDIGSOOY ne DATE, wal sesseed Ww"
RECOMMENDED FOR APPROVAL N
SNDER NO CIRGUMSTANCES MAY THE PLAN| &
NOT Ok EE DEPARTED FROM WITHOUT THE
RIFTEN APPROVAL of the MANAGER LAND DEVELOPMENT
PLANS APPROVED
ong es ANAGER LAND DEVELOPMENT
9 h0
V 5 OO
3.
Q
79.08
3 woe .
‘5 00

49.008

 

 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beach Rood
NOOSA JUNCTION 4566

Ph: 54749081 Fox: 54749041
wwr.callaghangndtoth.com.qu

 

 

 

 

 

 

 

designed: | ADT | datum AHD DERIVED

drawn "| BM

= PSM 75798
checked [AN | Origin (B.M.)_ RL 93.907
approved

SURVEYED BY

NOOSA COUNCIL

PHONE *
ee
C—O FFT
project

 

NOOSA SLIPWAY RENOVATIONS
MILL ST, -NOOSAVILLE
Ke

Client

NOOSA COUNCIL

 

ACCESS DETAIL PLAN

LOT 167 on SP173769

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
KR)
a
SCALE

O.175 3.5 4.75 5 6,25 eters 12.5

 

scale- SCALE SHOWN 1S ORIGHAL DRAWING SCALE
1:250(A3)

REVISIONS

est] revision details date
pe *

 

 

 

 

 

 

 

 

.. a

[esd

COMPUTER DIRECTORY
(¢:\KEAYS\JOBS\CT\0202\....

 

 

 

 

 

 

 

Sheet 5 of 11 sheets
drowing nurnber

~ 0202-10

 

 

 

 

 

dote 12th Jan 2005 S/S

\

 

 

 

Section 15

 

 

 

 

25 mm AC SURFACING

1 1/M2 PRIME

150mm BASE COURSE CBR 60
150mm SUB BASE COURSE CBR 40 .

(SUBJECT TO TESTING BEFORE COMMENCEMENT

OF EXCAVATION)’

 

 

 

 

 

 

 

 

 

 

 

 

°
i}
oS
4
=
°
3
3
n
& RADELINE
a
r A
Horiz Curve Data
Vertical Geometry Grade (%) 4.25%1a%. D%
Vertical Grade Length (m 4c 721476
Vertical Curve Length (m
Vertical Curve Radius (m
DATUM R.L~10.000 oy i
1 ” tio] ©
Concrete Invert Level 2) Sie] & 5
of sloj so 3
eo] =m] 09 oD
Edge of Seal LHS 8} sls] 8 &
S| ojo 6 a
N NIN] cy NX
Edge of Seal RHS of 2 2 2
alo; +o}; « 2 ala
Natural Surface Level [2/3] 2/2] 2] 9) Bik
slo] slo] 3 o (=) {=}
. Flop Myo, a oO =
a2] AIR] & al SIN
Cur / FILL DEPTH ss} sis] 3 3 alg
DESIGN LEVELS ON 2 glol o ° elo
ala gigi 8 8] | BiB
ROAD CENTRELINE = es = =le
RR
CHAINAGE SI
os] o ° ala
Ol rIN st wo mE

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION

NATURAL SURFACE

   

CONCRETE TO DETAIL

PLAN 0202-9
SL82

NOOS.
EYELOPMENT PERMIT OPERATIO!

 

 

 

 

 

 

 

 

 

 

SEAL TOP
WITH 8mm DEEP
EMERSEAL 40 be on Re
0 2
SEAL UNDE REFER 0202-12
4 N12
APPROK. CORE FILLED
z |-—- BLOCKWORK
| be
zs a WY
4 = N12 @2m crs.
XN
LL LNA YR
RLO.80
t L11TM300
it Bottom ~

 

NAL WORKS No...
. DATE.....+: foreeaf

MAY THE PLAN &

  

 

 

 

 

SECTION A-A
TYPICAL RETAINING: WALL DETAII
: ” SCALE 1:20 .
A SHIRE COUNCIL

 

SI

al

464

     

 

C NCES
UNDER NO CIRCUMSTA cat WITHOUT. THE
Spec TIONS BE DEPARTED A HOU E
SE eC APPROVAL of the MANAGER LAND DEVELOPMEN
PLANS APPROVED eunenereert no cuaseanenee

OTE Oh LE

CONCRETE SI

 

 

Asphaltic concrete ramp 100mm high \
prime concrete area first. ensure asphalt
to concrete is properly bonded.

 

 

 

 

SECTION

 

B-B

SCALE 1:10

FORMED JOINT WITH SEALANT &
BOND BREAKING BACKING TAPE

20mm 250R DOWEL 7S

400mm LONG
@300mm_ CENTRES ‘
. I

L-— 0.25
I— 50mm MIN.

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beach Rood
NOOSA JUNCTION 4566

Ph: 54749081 Fox: 54749041
#ww.callaghanandtoth.com.au

 

 

 

 

 

 

: designed [ADT | datum AHO DERIVED
drawn BY
~ PSM 75798
4 — Te checked | AH] Origin (8.6) _RL 93.907
t F ost l=]
BOND BREAKING COMPOUND approved
OR EQUALIVENT SLEEVED DOWEL SURVEYED BY
NOOSA COUNCIL
, PHONE *
DOWEL JOINT (DJ) rome
aaa.
SCALE ‘1:10 project

(FOR USE AT EVERY THIRD 5m TRANSVERSE
_SOINT OR AT 15 m CENTRES)

   

 

 

NOOSA SLIPWAY RENOVATIONS
MILL ST, NOOSAVILLE

 

CUT EVERY SECOND :
BAR AT JOINTS ————$<——_—__ TS
. fo A JOINT Client = .
~ NOOSA COUNCIL
ory
title :
. : . . WATER LAYOUT PLAN
CONTRACTION JOINT (C.J) EVERY_6m L J)

SCALE 1:10

wy 150 THICK N40 SLUMP 70 CONCRETE
ce . ° -WITH SL82_ FABRIC 75mm TOP
° COVER, LAP 250mm

COMPACTED SAND

INTERNAL BUNDED AREA & CONCRETE
ACCESS ROAD PROFILE

LOT 167 on SP173769

| Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE

KD

A
SCALE

0.25 5 75 10 125 Meters B
SSS

scale SCALE SHOWN (S ORIGINAL DRAWING SCALE
1:500(A3) 00_NOT SCALE FROM THIS DRAWING

USE ONLY DIMENSIONS PROVIDED
$$$
_
REVISIONS
meni] revision details date
~~] o

 

 

 

 

 

 

 

 

 

 

V

a

FILES

COMPUTER DIRECTORY
IC:\KEAYS \YOBS\CT\0202\...

 

 

 

 

 

 

Sheet G6 of 11° sheets
drawing number

0202-11

 

 

 

 

XQ dole 12th Jan 2005

 

 

 

 

 

 

Section 16

fOMD-LR ALL

 

 

NOOSA SHIRE COUNCIE

 

 

  

   

DEVELOPMENT PERMIT OPERATIONAL WORKS Wo

  

 

 

 

 

 

 

 

 

 

  

Callaghan & Toth )

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REC'D BY. ug. DATE..
CKD BY... eect MOR Mere DATE Civil, Environmental &
AMEND CKD BY.......ceceeeesseeeees DATE.....efeeceees \ ira Engineers
o ROVAL 11 Sunshine Beach Road
ge 3 8 | RECOMMENDED FOR APP pr: seflt UNCTION 4568
eoacosd Sree THE PLAN & = www.callaghanandtoth.com.ou
AY ‘
3 <3x < ‘AL of the MANAGER LAND DEN OPMENT c— F | + — created “Tan origin (0.ny [425728
T . . : | Datum 0
20:00 K PLANS APPROVED 3 - Design R.L1.05 cpproved
DATE 2G, SPB SURVEYED BY
PHONE *
‘BS? Bs ae
8 i238 sos mre
asaacc . ~ NOOSA SLIPWAY RENOVATIONS
035
3 79 050-— on 3x — MILL ST, NOOSAVILLE -
; KD
63.500 Datum 0 Client
Design R.L1.08
NOOSA COUNCIL
10.000 Datum —1 :
Design R.L.1.05
me 9 2 ,
- = +r BO Oo  ——
ease2 | fille
RS: 8 > ACCESS ROAD CROSSECTIONS
sos 3 <3% <3% 3
Spal
. T
esx s 60.000 Datum 0
2 Design R-L1.05 LOT 167 on SP173769
Parish of TEWANTIN
County of MARCH
7000 Dotum 1 | NOOSA SHIRE COUNCIL
Design R.U.1.05 7 >. Locality of NOOSAVILLE
<3% <3%. —
$5 $<
c—_-
3638 30.000 Datum _0 SCALE
Sood Design R.L.1.05 010 20° 30 40 50 = Meters 100
irs ~~ __L__——_____=
* sos) Sighs es wane xe
s 0.45—— | 7S 27 : T:SO00(A3) (se ONLY DMENSONS PROMBED
a pe “ <3% Peed 8228 my
t eso so REVISIONS
meni] revision detoils date
BS PS aso —r = =|" °
2;
4.000 potum <1 0.45 <x <3% st .
Design R.L0.99 40.000 fh |
- Dotum 0
Design R.L.1.05
7 FILES
Ef COMPUTER DIRECTORY
° C:\KEAYS\JOBS\CT\0202\....
3 * 2 26 28
ft 5 2838
<3% <3% 50—
fs 4 2.75 oso >
_ et Shest_ 7 of 14 sheets
0 000 7 | drawing number :
: Dotum —1 Datum 0 —
Design R.L0.62 Design R.L1.05 0202 12

 

 

 

 

 

 

WN date 12th Jon 2005

 

 

 

 

 

 

Section 17

 

 

 

 

INSTALL SAG KERB ENTRY
GULLY TO NC STD DWG 9223
PROVIDE GPT FILTER BAG BY
ECOSOL OR EQUILEVENT

 

 

 

 

5.14

 

7.04

 

 

 

 

 

 

 

 

(Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beach Road
NOOSA JUNCTION 4566

Ph: 54749081 Fox: 54749041
wew.callaghanandtoth.com.au

 

 

designed [ADT] datum AHD DERVED

 

drown __{ BM PSM 75798

 

 

checked | AH

 

 

INSTALL PRECAST
IENDWALLS TO OUTLET.
IAS SPECIFIED IN MRD

 

Origin (BM) RL 93.907

‘approved

 

 

 

IDRAWING 1174

 

 

   

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FINAL ROAD LEVEL ° . oo
3 J , ee J NATURAL SURFACE -LEVEL
g : , Z
—s 225 X 375 RCBC_ L010
¥
CH 66.38 —
NOOSA SHIRE COUNCIL 2992
WORKS No.2 2%

DEVELOPMENT PERMIT unis ae lo Po coccae! aL ar GR

RECD EY ‘ee IAS SPECIFIED IN MRD

GKD BY..... DRawnes 1316 1318

AMEND CKD BY......:eerrsereeenees DATE....../

RECOMMENDED FOR APPROVAL . . wi

RCUMSTANCES MAY THE PLAN’ & ol
oon ce DEPARTED FROM WITHOUT ue w
e PROVAL of the MANAGER LAND DEVELOPMEN
APPROVED .
DATE AES... JE
8.42—
INSTALL SAG KERB ENTRY 3.09 — -
GULLY TO NC STD DWG 9223
PROVIDE GPT FILTER BAG BY | aS
~ TURAL SURFACE LEVEL AS SPECIFIED IN MRD
y ZS : ORAWING 1174
°
IL_O.17 aa 225 X 375 .
CH ~1.80 ~ RCBC It_0.15

Datum 0

 

     

  

INSTALL BOX CULVERT
SPECIFIED IN MRD
RAWINGS 1316 1318
1359.

  
  

 

 

SURVEYED BY
NOOSA COUNCIL

PHONE *
$$ $$ ____________

>

project

NOOSA SLIPWAY RENOVATIONS
MILL ST,- NOOSAVILLE

STS

‘| Client:

NOOSA COUNCIL

i
(a

‘| title

DRAINAGE DETAILS
Nr

.

LOT 167 on SP173769
Parish of TEWANTIN

‘| County of MARCH

NOOSA SHIRE COUNCIL
Locality ‘of NOOSAVILLE

ee

SCALE
O 0.25 0.5 0.75 1.0 1,25 Rekers 2.5
SSS SSS

Scale SCALE SHOWN IS ORIGINAL DRAMING SCALE
4:50(A3) _DO_NOT SCALE FROM THIS DRAWING

‘USE ONLY DIMENSIONS PROVIDED .
ee
any

REVISIONS

 

 

ment] revision details date
~|? ie

 

 

 

 

 

 

 

 

 

FILES

COMPUTER DIRECTORY
C-\KEAYS\JOBS\CT\0202\..

 

 

 

 

 

Sheet 8 of 11° sheets

 

drawing number

0202-13

 

 

 

 

KS dote 12th Jon 2005

 

 

 

. }.

 

Section 18

 

 

 

LEGEND;

 

SHEE

8

ZA

CZZZZZZ2777 2)

 

 

 

 

Q

SP

3 REC'D BY..
CKD BY.
AMEND CKD BY. cre DATEL decd cues
RECOMMENDED FOR APPROVAL @

 

UNDER NO CIRCUMSTANCES MAY THE PLAN &
WETEN A

 

SEDIMENT FENCE OR CONTOUR MOUND TO DETAIL
LOCATED AS DIRECTED BY SUPERINTENDENT
(ERECT BEFORE EARTHWORKS)

0.5m WIDE TURF STRIP WITH 100mm TOPSOIL BATTER DOWN AT 1:4

KERB INLET SEDIMENT TRAP TO IPWEAQ 00041
REQUIRED DURING CONSTRUCTION

ROCK CHECK .DAM TO IPWEAQ 00041
(LOCATION TO BE DETERMINED BY SUPERINTENDENT),

EXTENT OF SEDIMENT MOUND
0.3m HIGH WITH 1:2 BATTER

TEMPORARY CONSTRUCTION ENTRY
SEDIMENT TRAP TO IPWEAQ D~0040

EXISTING TREE TO BE CLEARED
& MULCHED & LAYED
200mm THICK TO GARDENS

NOOSA SHIRE COUNCIL
DEVELOPMENT PERMIT OPERATIONAL WORKS’ No.6 OZ2

   

DATE... feh
DATE.6/.8...| LOOE
essesegeee DATE oe ccccdecccccl

    

  

ATIONS BE DEPARTED FROM WITHOUT THE
OVAL of the MANAGER LAND DEVELOPMENT

§ APPROVED

 

 

  

MAGER LAND DEVELOPMENT

 

SEDIMENT & EROSION CONTROL CHECK_LIS

 

 

 

 

ISSUE

_ MANAGEMENT COMMITMENT

 

 |OBJECTIVE / TARGET

Comply with alt statutory regutations and maintain
them during earthworks/construction.
Comply with the erosion and sediment control plan.

 

MANAGEMENT STRATEGY

Site foreman to identify and check direction of storm water
land flows as shown on plon. Provide barriers and other
measures shown on the plan to intercept storm water flows
ot the end of table drains, and intercept sediments

before reaching gullies. -

 

TASKS / ACTIONS

Erect sedimentation barriers as shown on the plans
before commencing earthworks or draincge improvements.
Place rock weirs in table drains as soon os the drains
are cut.

 

PERFORMANCE INDICATORS

Site foreman to check thet sediment fence and rock weirs
cre trapping the flows after rain. Ensure no bypass occurs.

 

FREQUENCY / DEADLINE

Site foreman shall monitor performance and repair damage
after every storm until gross is established. Sediment shall
be removed before it reaches overflow level.

 

RESPONSIBLE PERSON

The Principat Contractors foreman shall be
responsible for inspections.

 

REPORTING / REVIEW

Site Foreman to advise workers: if they notice any
barrier requiring repair, report it to foreman.

 

CORRECTIVE ACTIONS

 

Site foreman is to repair any damoged barriers
daily. Replacements ore to be purchased as required.

 

 

SEDIMENT FENCE SECTION

Piece on the toe of all fill batters

where shown or directed by the Engineer.
These fences are not to be used.

for concentrated flows with catchments .
greater than 2000 sq. m.

 

 

STRAINER WIRE

TOP & BOTTOM

——— FILTER FABRIC FIXED TO FENCE
. AND EMBEDDED INTO

GROUND MIN. 200mm

PROVIDE OVERFLOW WEIR 0.5 WIDE
WHERE BACKUP FLOW IS
UKELY TO OVER-TOP WEIR

     

STAR PICKET OR 50 x 50 HW STAKE

 

1. Provide turf protection to batters subject to
catchment lengths greater than 3m.
Loy continous strips @ 3m centres along contour fines.
2. Check & repair structures after every storm.

3. Remove sediment fence only after new grass is established.

 

Egy
Qy

 

 

wio0

 

[es (Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/1 Sunshine Beach Rood
NOOSA JUNCTION 4566

Ph: 54749081 Fox: 54749041
wiew.collaghanandtoth.com.au

 

 

| | . designed ADT | datum AHD DERIVED
N srawn BM PSM 75798

 

 

 

checked [AH | Origin (BM) RL 93,907

 

 

| | approved
SURVEYED BY
NOOSA COUNCIL

PHONE * .
SS
a

project

 

.| NOOSA SLIPWAY RENOVATIONS
“MILL ST, NOOSAVILLE

se
OE

Client

NOOSA COUNCIL

m el
_ > T OF
title
SEDIMENT & EROSION

CONTROL ‘PLAN
a
oo.

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LOT 167 on SP173769

Parish. of TEWANTIN
County of MARCH .
|NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
Na
.. Ol
SCALE .

O25 5 75 10 12.5 Metens 25
L_S SSS Ss

scale SCALE SHOWN 1S OROWAL ORAWING SCALE
1:500(A3) 00 NOT SCALE FROM THES ORAHING
USE ONLY DIMENSIONS PROVIDED

woo

 

W100

 

 

a —— —

REVISIONS

 

fmeni{ revision details date
|? ie

 

 

 

 

 

 

 

 

 

FILES

COMPUTER DIRECTORY
IC:\KEAYS\JOBS\CT\0Z02\....

 

 

 

 

 

 

 

Sheet it of 11 sheets
drawing number

0202-16
\ date 12th Jon 2005