3018AppendixD

                    Callaghan & Toth
                      Civil, Environmental &
                      Hydraulic Engineers




BM: Spike in Bit.
RL: 116.61


[OCR of page images]
 

 

 

   
  

 

  

2151-01
2151-02
2151-03
2151-04
2151-05

 

 

 

 

PLAN_INDEX

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SITE LOCATION
SCALE: N.T.S

SITE_LOCATION

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LOCATION PLAN, STORMWATER MANAGEMENT PLAN, AND SIGHT DISTANCE PLAN
DRIVEWAY DESIGN FEATURES PLAN
DRIVEWAY LONGITUDINAL SECTION PLAN
DRIVEWAY CROSS-SECTIONS PLAN
DRIVEWAY CULVERT PLAN

IPWEAQ DS-030
IPWEAQ RS-056

LEGEND: EXISTING SERVICES

CONCRETE
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ee ae oe EDGE OF BITUMEN
ss FENCE
---------- GRAVEL

 

aS 0.5m CONTOUR

 

 

 

 

STANDARD DRAWING INDEX

EXCAVATION, BEDDING AND BACKFILLING RIGID & FLEXIBLE DRAINAGE PIPES
VEHICLE CROSSINGS RURAL DRIVEWAY

BOUNDARY

0.1m CONTOUR

THAOO

roa

HOUSE No. 93

STORMWATER

APPROX. AVAILABLE SIGHT DISTANCE = 127m}

REQ’D AUSTROADS SISD EDD (-3.5% GRADE) = 121.4m

REQ'D AS2890.1 FIGURE 3.2 (80kmh) = 95m]

LOT 4
SP315578

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Q0

~|REQ'D AUSTROADS SISD EDD (-8% GRADE) = 128.0m

 

SS Sie, f3

APPROX. AVAILABLE SIGHT DISTANCE = 215m+/-

    

REQ’D AS2890.1 FIGURE 3.2 (80kmh) = 95m

 

HOUSE No. 7
LOT 16

CA

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

 

    
  

 

 

Alexander David Toth
NAME RPEQ
4
LEI 10/12/21
SIGNED DATE

   

 

 
 

 

SURFACE LEVELS

 

   
 
 
  
     

  

Oo

INSTALL 150mm HIGH DIVERSION BUND
PER EFFLUENT DISPOSAL REPORTS BY
GLOBAL TESTING DATED 11/06/2021

|

 
 
  
  
 
 
 
  
 
 
  
  
 
 
 
 
 
   
  
 

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S:

     

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:

PSM104288 (CNR NOOSA DVE & GRANT ST, NOOSA HEADS)

E 508927.466, N 7080459,045, RL 21.488

BOUNDARIES

BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED

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.

 

 

[checked | ADT | Origin (BAL) PSM 116668 |

 

approved

 

| |SURVEYED BY

MAX WATTERSON & ASSOCIATES

PHONE: 5442 6121
EES

ay

project

PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY

|

(i
Client

S. ARNOLD & L. PETERSEN

i
iO

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) DO_NOT SCALE FROM THIS DRAWING

\ USE _ONLY DIMENSIONS PROVIDED, J

REVISIONS

A | FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PROJECTS IN PROGRESS\2151 130

 

LAKE MACDONALD _DR\DESIGN

 

FOR APPROVAL

 

Sheet 1 of 5 sheets
drawing number

 

 

 

2151-01

 

XK dote DECEMBER 2021 yy,