2025 26 Jirrima Cres - Noosa OPW app with attach · OPW20/0167

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


[OCR of page images]
 

 

LEGEND: EXISTING SERVICES

BOUNDARY
0.5m CONTOUR
0.1m CONTOUR
CONCRETE

TOP OF BANK
EDGE OF BITUMEN
BUILDING

FENCE

GRAVEL
RETAINING WALL
OVERHEAD POWER

=

OTE:

 

— SUBGRADE TO BE COMPACTED TO 100% STANDARD COMPACTION

— DO NOT USE VIBRATORY ROLLER OVER PIPE SECTIONS

POSSIBLE LOCATION OF UNDERGROUND
POWER. LOCATE PRIOR TO EXCAVATION

POSSIBLE LOCATION OF TELSTRA.
LOCATE PRIOR TO EXCAVATION

STORMWATER
BOX CULVERT

POWER POLE
STORMWATER PIT

EXISTING TREE

Ite

ae
SSS tag

ROAD CROWN
9.000), START OF works

 

 

JOIN SMOOTHLY
TO EXISTING

 

 

PM152523
RL5.82 ®

 

 

-—EXISTING BITUMEN SURFACING TO BE
SAWCUT TO ALLOW NEW ASPHALT TO
JOIN SMOOTHLY TO EXISTING SEAL

 

 

rq

250 MIN

 

 

 

  

SSS
a

 

CLEAN OUT EXISTING CULVERT
AND TABLE DRAIN & RE-SHAPE
TO NEW CULVERT OUTLET

 

 

 

eens

   
   
   

 

BDy

BDY

 

THREE-CELL, DN600 CONCRETE
HEADWALL TO TMR STD DWG 1306

 

 

 

 

 

DN300 ROCK OVER A34 GEOFAB, 1m
WIDE ACROSS FACE OF HEADWALL

 

 

&
be

5 g &
SA
\ he

 

 

LS REMOVE EXISTING BOX CULVERT

 

 

oS
& AND STEEL GRATE TO TIP
Y

 

 

3 x DN600 RCP SW PIPES TO
IPWEAQ STD DWG DS-0030

 

 

S
SS

   
   

 

THREE-CELL, DN600
CONCRETE HEADWALL
TO TMR STD DWG 1306

 

 

 

 

 

DN300 ROCK OVER A34 GEOFAB, 3m
WIDE ACROSS FACE OF HEADWAL

 

 

 

 

EXISTING PAVEMENT TO BE CUT
BACK TO PROVIDE CLEAN GRAVEL
FACE FOR NEW PAVEMENT

PAVEMENT JOINING DETAIL

 

 

 

 

 

\
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S

 

A
, yf
ie

—— E& F-—.

LEGEND — PROPOSED WORKS

TRIM EX. GRAVEL TO FORM SUBBASE 160mm BELOW FINISH SURFACE
LEVEL. ADD 160mm CBR60 GRAVEL TO 100% STANDARD COMPACTION
AND 25mm AC SURFACING OR TWO-COAT BITUMEN SEAL AS PER
SHEET 2025-05

STRIP GRASS AND TOPSOIL AND EXCAVATE TO MIN. 160mm BELOW
FINISH SURFACE LEVEL AND COMPACT TO 100% STANDARD
COMPACTION

GRAVEL SHOULDER, TAPER TO SUBBASE. COMPACT TO 100%
STANDARD COMPACTION

EXTENTS OF FILL EARTHWORKS. FERTILIZED TOPSOIL 100mm
THICK & GRASS SEED (MAINTAIN UNTIL ON MAINTENANCE)

GUIDE POSTS TO TMR STD DWG 1356
POSSIBLE ELECTRICAL AND TELSTRA LOCATION

ON600 RCP CL3 RRJ STORMWATER PIPE TO IPWEAQ STD DWG
DS-0030. DO NOT USE VIBRATORY ROLLER OVER PIPE SECTION

 

 

 

 

 

 

 

Alexander David Toth 6069
NAME . RPEQ
, 28/09/20
SIGNED DATE | |

 

 

 

 

 

UNDERGROUND TELSTRA. CONTRACTOR
TO POTHOLE AND CONFIRM NO CONFLICT

WITH DRIVEWAY WORKS

 

 

 

 

UNDERGROUND ELECTRICAL, CONTRACTOR
TO LOCATE/POTHOLE AND CONFIRM NO
CONFLICT WITH DRIVEWAY WORKS

 

 

 

UNDERGROUND TELSTRA. CONTRACTOR
TO POTHOLE AND CONFIRM NO CONFLICT
WITH DRIVEWAY WORKS

 

 

 

    
 

JOINS PLAN 2025-03

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

iL 1.16/90 Goodchap Street

=> Phone 54749081

www.callaghanandtoth.com.au

 

designed | MP datum AHD DERIVED

 

drawn MP

 

 

checked | ADT | Origin (B.M.) PSM 152523

 

 

approved

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES

—__
a

project
PROPOSED ACCESS DRIVEWAY AT
26 JIRRIMA CRESCENT
COOROIBAH

|

_———————————————————
Client

M. PAGE & D. STUART

———$ dd

i.
title

DRIVEWAY LAYOUT PLAN 1 OF 2

Nc
(SN

LOT 78 RP136461

NOOSA SHIRE COUNCIL
Locality of COOROIBAH

|

(_
SCALE

Q_1.25 2.5 _3./5 5 6.25 Meters 12.5)
Sa aa

 

scale
1:250(A3) SCALE SHOWN 1S ORIGINAL DRAWING SCALE
. DO NOT SCALE FROM THIS DRAWING

 

 

\ USE_ONLY_DIMENSIONS_ PROVIDED, }

REVISIONS

revision details
A | FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2025 26 JIRR
IMA\ DESIGN

FOR APPROVAL

Sheet 2 of 8 sheets

drawing number

2025-02

 

 

 

 

 

 

 

 

 

date 22nd SEPTEMBER 2020 yy,