5255NSCResponse

 

 

     
 

( Callaghan & Toth )

| Civil, Environmental &

Hydraulic Engineers
PO BOX 2305
My NOOSAVILLE 4566
Li, 1.16/90 Goodchap Street

Phone 54749081
www.callaghanandtoth.com.au

 

designed | MP | datum AHD DERIVED

 

drawn_| JM PSM 49981

 

 

checked | ADT | Origin (B.M.)_ RL 2.206

 

approved

 

 

 

 

 

 

 

 

 

 

 

_
a
3 1 PROPOSED SWALE IL
>
a 6
ae eS a Ue rel 2
rs rs a
600 X 300 RCBC
DATUM RL -2.000
SWALE INVERT LEVEL “ ~ S si a = ae =
NATURAL SURFACE LEVEL “ys “ N q “i N am 3 S
CHAINAGE ~ = =
KEY COURT EASEMENT LONGITUDINAL SECTION
1 0 1 2 3 +4 Sm
HORI SCALE 1:200 (A3) Sees 1
1 0 1 2°3 4&4 Sm
VERT SCALE 1:200 (A3) Srarernbucn Gal

 

SURVEYED BY
MAX WATTERSON + ASSOCIATES
PHONE 54426121

(a
project

PROPOSED LOT
CONFIGURATION

KEY COURT, NOOSA HEADS;

Nn

_ ee
Client

G. DORFMAN

a

ner,
title

EASEMENT LONGITUDINAL

SECTION
tei

_——————————————————————

LOT 174 on RP884826

Parish of TEWANTIN
County of MARCH

NOOSA SHIRE COUNCIL
Locality of NOOSA HEADS

———————————
SCALE

 

1 0 1 °=2 =3 = 4&4 Sm

ees 1200
SCALE BEFORE REDUCTION (A3)

 

 

SCALE SHOWN IS ORIGINAL DRAWING SCALE DG NOT SCALE

‘THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

REVISIONS

details
A | SWMP DESIGN
B | ADD CUT & FILL

 

FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\PROJ_IN- PROGRESS\2103\ DESIGN

 

 

FOR APPROVAL

Sheet 4 of 5 sheets
drawing number

2103-04

 

 

 

 

 

 

date JANUARY 2021 S/S