Plans for Approval - OPW22-0255

                                    Callaghan & Toth
                                      Civil, Environmental &
                                      Hydraulic Engineers




                        W




                                A

                            R




BM: Spike in Bit.
RL: 116.61




                    W


[OCR of page images]
 

 

Dy

 

 

 

 

 

LEGEND: EXISTING SERVICES

BOUNDARY
0.5m CONTOUR

CONCRETE

TOP OF BANK
EDGE OF BITUMEN
BUILDING

FENCE

GRAVEL

sw ———— STORMWATER

EARTHWORKS & COMPACTION NOTES

CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE.

 

STRIP TOPSOIL TO 150mm OR DEEPER AS REQUIRED. PROOF ROLL FILL
AREA & COMPACT TO 100% RDD. REMOVE ANY UNSUITABLE MATERIAL
AND REPLACE WITH APPROVED FILL. STOCKPILE AND RE-SPREAD ALL
USEABLE TOPSOIL.

APPROVED FILL TO BE MINIMUM SOAKED CBR 6, FREE OF ORGANIC
MATTER, MAXIMUM AGGREGATE SIZE < 50mm. PLACE IN MAX. 200mm
LAYERS AND COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS
SOIL). COMPACT TO 100% RDD IF 300mm BELOW SUBGRADE.

MINIMUM COMPACTION TESTS: ONE PER 100m OF ROAD (FOR
SUBGRADE, AND ALL GRAVEL LAYERS). THE CONTRACTOR WILL MEET
COMPACTION TESTING COSTS. ALL FILL IS TO BE SUPERVISED TO LEVEL
2 AS PER AS3798-2007.

THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.

 

 

 

 

Alexander David Toth 6069

NAME RPEQ
12/10/22

SIGNED DATE

 

 

 

 

 

 

 

FT / \ SITE LOCATION
4 3
A . L
Cadet of
dl Pay
« ws 3
Ba A f 4
2 ae
i CN
a
SCALE: NTS
PLAN_INDEX
2151-01 LOCATION PLAN, STORMWATER MANAGEMENT PLAN, AND SIGHT DISTANCE PLAN
2151-02 COMBINED DRIVEWAY DESIGN FEATURES PLAN
2151-03 COMBINED DRIVEWAY LONGITUDINAL SECTION PLAN
2151-04 — COMBINED DRIVEWAY CROSS-SECTIONS PLAN
2151-05 COMBINED DRIVEWAY CULVERTS PLAN
2151-06 CONCEPT INTERNAL DRIVEWAYS FOR LOTS 12 & 13
2151-07 LOTS 12 & 13 DRIVEWAYS LONGITUDINAL SECTIONS
2151-08 LOT 13 DRIVEWAY CROSS-SECTIONS
2151-09 LOT 12 DRIVEWAY CROSS~SECTIONS
2151-10 EROSION & SEDIMENT CONTROL PLAN
2151-11 WATER CONNECTION SITE PLAN
2151-12 WATER CONNECTION LAYOUT PLAN LOT 12
2151-13 WATER CONNECTION LAYOUT PLAN LOT 11
STANDARD DRAWING INDEX
IPWEAQ DS—030 EXCAVATION, BEDDING AND BACKFILLING RIGID & FLEXIBLE DRAINAGE PIPES
IPWEAQ RS—056 VEHICLE CROSSINGS RURAL DRIVEWAY

HOUSE No. 93
LOT 4
SP315578

Prana

 

APPROX. AVAILABLE SIGHT DISTANCE = 215m+
REQ’D AUSTROADS SISD EDD (-8% GRADE) = 128.0m
REQ’D AS2890.1 FIGURE 3.2 (80kmh) = 95m

 

 

 

$
3
=/
S
S
HOUSE No. 7 y¥ /
LOT 16
SP315578 &

1.512ha

 

 

APPROX. AVAILABLE SIGHT DISTANCE = 127m
REQ’D AUSTROADS SISD EDD (-3.5% GRADE) = 121.4m
REQ’D AS2890.1 FIGURE 3.2 (80kmh) = 95m

 

 

@
2=

 

 

ACCESS TO LOT 11 VIA EXISTING PY
CROSS-OVER IN ROAD RESERVE ADJACENT
156 LAKE MACDONALD DRIVE AND EASEMENT.

we

 

 

 

 

 

 

APPROXIMATE SUITABLE LOCATION FOR NEW %
CROSS-OVER FROM EASEMENT, ROUGHLY Dy
75m FROM CORNER OF EASEMENT. a
on %
4 \ A,
“ \ oe
c 4 ©
11 \ \\ 2 ; 2
s
1.804ha APPROX. PROPOSED \ >
BUILDING LOCATION) ~\ 2
=
%
sJ
y
Oo

  

 

 

PROPOSED SEPTIC IRRIGATION
AREAS PER EFFLUENT DISPOSAL
REPORTS BY GLOBAL TESTING
DATED 11/06/2021

   
     
  
   

 

 

 

[~ 2
—

 

INSTALL (BY OTHERS) 150mm HIGH
DIVERSION BUND PER EFFLUENT
DISPOSAL REPORTS BY GLOBAL

TESTING DATED 11/06/2021

 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

 

 

PO BOX 2305
NOOSAVILLE 4566
yt 1.16/90 Goodchap Street
= Phone 54749081
www.callaghanandtoth.com.au
designed | MP datum AHD DERIVED
drawn MP.

 

 

Jenecked | AOT | Origin (BM) PSM 116668 |

 

approved

 

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121

 Y

project

PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY

$$ $Y
(_

Client
S. ARNOLD & L. PETERSEN

|

 

 

 

 

 

 

    
 

SURFACE LEVELS

VISIBLE SERVICES ONLY HAVE BEEN LOCATED, PRIOR TO ANY
DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, THE
RELEVANT AUTHORITY SHOULD BE CONTACTED FOR POSSIBLE
LOCATION OF FURTHER UNDERGROUND SERVICES AND DETAILED
LOCATION OF ALL SERVICES.

SURVEY REFERENCE

MGA COORDINATES & AHD ELEVATIONS HAVE BEEN DERIVED FROM
GNSS SURVEY, ORIGIN OF COORDINATES:

PSM116668

RL 123.013

BOUNDARIES

BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED

( a
title

LOCATION PLAN, STORMWATER
MANAGEMENT PLAN AND SIGHT

DISTANCE PLAN
LOTS 11-13 OF THE

RECONFIGURATION OF LOT 233
ON MCH4301

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

 

0 10 20 Meters 50

scale
: ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:1,000(A3) -5'Nor SCALE. FROM THIS. ORAMING

 

 

 

\ USE_ONLY_DIMENSIONS PROVIDED. )

REVISIONS

A | FOR APPROVAL
B
c

 

FILES

 

COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN

FOR APPROVAL

Sheet 1 of 13 sheets
drawing number

2151-01

OCTOBER 2022

 

 

 

 

 

 

 

 

XY /

date