06/0159 - Copies of plans re: conditions 22 to 25 & 29 to 33 [As Published] · 132004.4206

Page 2

 

 

 

 

 

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SITE LOCATION PLAN N.T.S.

 

 

 

 

ALEnn.- v2. DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No. 6069

3
MCH3881

   

   

 

LEGEND:
CS) KERB INLET SEDIMENT TRAP TO IPWEAQ 00041 OR GULLY
SEDIMENT BAG INSERT REQUIRED DURING CONSTRUCTION
PLAN_ INDEX
0619-4  * SITE PLAN
0619-5 * HILTON TERRACE DETAIL
0619-6  * MILL STREET DETAIL
0619-7 * LONGITUDINAL SECTION
0619-8  * CROSS SECTIONS

REFERENCE DRAWINGS

( Callaghan & Toth )

Civil, Environmental &
\ Hydraulic Engineers
6/41 Sunshine Beoch Rood
P.O, Box 2305
NOOSA HEADS 4567
Ph: 54749081 Fox: 54749041
www.callaghanandtoth.com.au

    

 

 

designed J ADT | datum AHO

 

 

drown TN 7 Psu 75737
checked AH Origin (B.M.) RL_1.433

 

 

approved

 

 

SURVEYED BY
JONES FUNT & PIKE

PHONE 54432500
Nr

(0 Or
project

PROPOSED ROAD WIDENING

 

IPWEAQ D-0041 SEDIMENT EROSION CONTROLS
NC 9001 KERB AND CHANNEL FOR UNIT DEVELOPMENT AT
NC 9005 RESIDENTIAL CROSSING a GYMPIE TERRACE
NC 9006 PRAM RAMPS 128-132 PIE
NC 9007 PUBLIC UTILITIES \
NC 9011 CONCRETE. PATHWAYS J
NC 9019 DRIVEWAY ACCESS PROFILE Client
NC 9042 BIKEWAY CLEARANCES
NC 9043 PATHWAY/DRIVEWAY CROSSING JUNCTIONS NC OLIVER PROPERTIES PTY LID
NC 9205 SIDE DRAINS
ee
{~ i’
title
oe SITE PLAN &
SEDIMENT/EROSION CONTROL
_— LC
7 ia.

 

& EROSION CONTROL CHECK

 

 

ISSUE

MANAGEMENT COMMITMENT

LOTS 12 3 & 9 on MCH3881

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of NOOSAVILLE
KY

 

 

OBJECTIVE / TARGET

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

(~ ~)
SCALE

 

 

MANAGEMENT STRATEGY

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

before reaching gullies.

025 5 75 10 '25 Meters 2

 

Scale SCALE SHOWN IS_ORIGINAL DRAWING SCALE
1:500(A3) 00 _NOT SCALE FROM THIS DRAWNG

USE ONLY DIMENSIONS PROMDED

fF
REVISIONS

 

 

 

TASKS / ACTIONS

 

Erect sedimentation barriers as shown on the plans
before commencing earthworks or drainage improvements.

 

 

 

 

 

 

 

PERFORMANCE INDICATORS

Site foreman to check that sediment barriers
are trapping the flows ofter rain. Ensure no bypass occurs.

 

 

 

 

ment] revision details date
|? +
\ A
FILES

 

 

FREQUENCY / DEADLINE

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

 

COMPUTER DIRECTORY

 

C\KEAYS\J085\0619\....

 

 

 

RESPONSIBLE PERSON

The Principal Contractors foreman shall be
responsible for inspections,

FOR APPROVAL

 

 

REPORTING / REVIEW

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

Sheet 1 of 5 sheets

 

 

CORRECTIVE ACTIONS

 

 

Site foreman is to repair ony damaged barriers
daily. Replacements are to be purchased as required.

drawing number

0619-04

 

 

 

 

date 23rd JAN 2007 S

 

 

 

 

Page 3

 

 

 

 

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Ph: 54749081 Fox: 54749041

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z designed | ADT datum AHD
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| MCH3881 1 CH3881 MCH3881
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scale SHOW
BLANK OUT WHITE . 1:250(A3) B0‘NOT SCA FROM TMS DRAWING
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FRONT OF DRIVEWAY - —
a
wre REVISIONS
: REINSTATE. WHITE ; INVERT AND 6m WIDE ACCESS TO - or aaa
a eS PROVIDE CENTRE. LINE IN Ss ‘Q N.C. STD DWG 9005 PROFILE MAX. ——eee cote
2 : . 300mm FRONT OF DRIVEWAY - as CHANGE OF GRADE TO N.C. STO
CLEARANCE - DwG 9020
— =
° . A
PEGLINE. SETOUT DETAILS LEGEND: —
CH EASTING __[NORTHING 300mm WIDE 25mm AC SURFACING : FILES
3000 lxz pa0871| v= 152009 \\_L [55] aerer'10 PUN 0613-7 FOR CRAVEL SPECICATION EXISTING OVERHEAD POWER COMPUTER DIRECTORY
5000 |X= 295.702| Y= 153.651 \A <9 Trove ~7)] TOPSOIL (75mm DEEP), FERTILIZE & TURF VERGE : (C:\KEAYS\JOBS\0619\..
10.000 |x= 300472] Y= 185.159 . z [evcsee=2] AT brsruRBeD AREAS OTHER THAN LANDSCAPED CARDEN . EXISTING TREE
15.000] X= 305.296} Y= 156.474 os
20.000] X= 310.125] Y= 157.772 7 wm 7 ACCESS DRIVEWAY 6m WIDE & CONCRETE BIKEWAY EXISTING CONCRETE DRIVEWAY OR PATH FOR APPROVAL
25.000} X= 314.948) Y= 159.091 ALE go TO NC STD DWG'S.
30.000| X= 319.769| Y= 160.418 XANDER DAVID TOTH ™ 99
9 PROPOSED FINISH SURFACE LEVEL
35.000] X= 324.589] Y= 161.746 [---" =] PROPOSED BARRIER TYPE KERB & CHANNEL S
40.000| x= 329.426] Y= 163.015 REGISTERED PROFESSIONAL te WIH SEEPAGE UNDER TO NC STD OWG'S $001 & 9205 we Sheet __2_of_5 _sheels

ENGINEER QLD No.

 

 

drawing number

* EDGE OF BITUMEN : NATURAL SURFACE EL 06 1 9 05
*

—#—— 7 — _ APPROXIMATE TELSTRA LOCATION CONFIRM BEFORE EXCAVATION

45.000] X= 334.248] Y= 164.338
50.000|xX= 339.064} Y= 185.682
55.000} X= 343.880] Y= 167.026
55.281|x= 344.120] Y= 167.095
60.000 | X= _348.695| Y=_168.371 dete gard JAN 2007 yy,

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

 

 

 

 

1.5m WIDE SIKEWAY TO NC STD DWGS.

 

 

SWMH

ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No.

Le.

TURF ALL DISTURBED AREAS

 

Laayls THA

 

 

  

%

KKK HHH INK IKK

   

 

 

 

 

 

 

 

 

300mm WIDE 25mm AC SURFACING
REFER TO PLAN 0619-7 FOR GRAVEL SPECIFICATION

TOPSOIL (75mm DEEP), FERTIZE & TURF VERGE
ALL DISTURBED AREAS OTHER THAN LANDSCAPED GARDEN

ACCESS DRIVEWAY 6m WIDE & CONCRETE BIKEWAY
TO NC STO OWG’S.

PROPOSED BARRIER TYPE KERB & CHANNEL
WITH SEEPAGE UNDER TO NC STD DWG’S 9001 & 9205

EDGE OF BITUMEN

APPROXIMATE TELSTRA LOCATION CONFIRM BEFORE EXCAVATION

EXISTING OVERHEAD POWER

EXISTING TREE

EXISTING CONCRETE DRIVEWAY OR PATH

PROPOSED FINISH SURFACE LEVEL

NATURAL SURFACE LEVEL

(Callaghan & Toth )

Civil, Environmental &

\\ Hydraulic Engineers
% (6/41 Sunshine Beach Road
P.O. Box 2305

   

NOOSA HEADS 4567
Ph: 54749081 Fax: 54749041
www.collaghanandtoth.com.ou

 

 

 

 

 

designed [ADT | datum AHO

drown_J TN PSM 75737
checked || AH Origin (8.M.) RL 1.433
approved

‘SURVEYED BY

 

 

 

MCH3881

=
Ss

1
MCH3881

 

INVERT ANO 6m WIDE ACCESS

MAX. CHANGE OF GRADE
TO N.C. STD DWG 9020

 

TO N.C. STO DWG 9005 PROFILE

 

 

 

 

 

S

2m WIDE BIKEWAY TO NC STD DRG

+A
TUR ALL DISTURBED AREAS 7A

 

CH3881

  

SEE PLAN 5

JONES FLINT & PIKE

PHONE 54432500
SSS

eo FF
project

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

Nr eye

eS FF
Client

NC OLIVER PROPERTIES PTY LTD

Nr

——— OF
title

MILL STREET
DETAIL PLAN

Ne
NN

LOTS 1 2 3 & 9 on MCH3881

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

 

 

SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250{A3) 00 NOT SCALE FROM THIS ORAWING

———?O§__ —__
REMSIONS

 

ment] revision details date

=i .

 

 

 

 

 

 

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FILES

 

 

 

 

COMPUTER DIRECTORY
IC:\KEAYS\JOBS\0619\...

FOR APPROVAL

Sheet 3 of 5 sheets
drawing number

0619-06

 

 

 

 

 

 

 

 

 

\Q dote 23rd JAN 2007 S/S

 

 

 

Page 5

 

 

 

 

PAVEMENT DESIGN

HILTON TERRACE, COLLECTOR STREET,
USE COLLECTOR ESa’S AT 3.0X10*S

25mm AC SURFACING

11 litre per sq metre bitumen prime
100mm BASE COURSE GRAVEL TYPE 2.2 CBR60

100mm SUBBASE GRAVEL

TYPE 2.3 CBR40

100mm CBR 15 (SUBJECT TO TESTING AT SUBGRADE LEVEL)

 

 

 

 

 

 

 

 

 

Existing asphalt
surfacing to be

|
>
t

CONNECTION TO EXISTING PAVEMENT DETAIL

sawcut to allow
new asphalt to
overlap existing
gravel.

 

 

 

 

 

 

  

(Callaghan & Toth )

Civil, Environmental &
\\ Hydraulic Engineers
6/41 Sunshine Beach Rood
P.0. Box 2305

NOOSA HEADS 4567
Ph: 54749081 Fax: 54749041

    

 

 

 

 

 

 

 

4 wows callaghanandtoth.com.cu
designed [ADI | datum AHD
co PSM. 75737
checked [AH | Origin (B.M.) RL 1.433
approved
SURVEYED BY

JONES FUNT & PIKE

PHONE 54432500
a

_——
Project

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

Ne

—
Client

NC OLIVER PROPERTIES PTY LTD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALEXANDER DAVID TOTH NEW BARRIER K&C WITH 450mm CHANNEL WIDTH
ENGINEER QLD No. 606! 3 2
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EXISTING CHANNEL LIP TOP OF EXISTING KERB 8 PEG LINE
NEW CHANNEL LIP = Parish of TEWANTIN
Ff County of MARCH
NOOSA SHIRE COUNCIL
— f- ome ee — _ ~ Oe Locality of NOOSAMILLE
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REVISIONS
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LIP LEVEL 2 § 3 8 3 3 3 3 g g 3 § a
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LEVEL 3 3 3 = 3 a 3 2 3 3 = 8 g a
= Sheet 4 of 5 sheets
PEGGED 2 3 3 3 g g 8 8 3 § 3
CHAINAGE 8 g g 3 3 s 3 3 3 2 5 & § g Towiy Tunber

 

 

 

 

 

0619-07

 

 

 

XK

 

date 23rd JAN 2007 S/S

 

 

 

Page 6

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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( Callaghan & Toth )

Civil, Environmental &
\ | Hydraulic Engineers
6/41 Sunshine Beach Road

    

 

 

 

 

 

 

 

P.O. Box 2305
NOOSA HEADS 4567
~~ Ph: $4749081 Fox: 54749041
www.collaghanondtoth.com.au
designed datum AHD
drawn 7 PSM 75737
checked Origin (B.M.} RL 1.433
approved
SURVEYED BY

JONES FLINT & PIKE

PHONE 54432500
ee

(ee

project

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

ee

— ST
Client

NC OLIVER PROPERTIES PTY LTD

title
HILTON TERRACE
CROSS SECTIONS

Te
OO

LOTS 12 3 & 9 on MCH3881

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

SCALE

0.05 3 15 2 25 eters

 

 

scale SCALE SHOWN IS ORIGINAL DRAWING SCALE

1:100(A3) DO _NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROMDED

 

_——————— ae.
REVISIONS

 

Vment| revision details date
~|* 7

 

 

 

 

 

 

 

 

 

 

FILES

 

COMPUTER DIRECTORY
C:\KEAYS\JOBS\0619\...

FOR APPROVAL

Sheet 5 of 5 sheets
drawing number

0619-08
XK date 23rd JAN 2007 S/S