DA Form 1 & Engineering Plans

 

 

Centreline Data

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

Centreline Data

 

 

 

 

 

 

 

 

 

 

 

 

 

Centreline Data

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

1.16/90 Goodchap St NOOSAVILLE

 

 

 

 

PO BOX 2305
| NOOSA HEADS 4567
H Ph: 54749081

= www.callaghanandtoth.com.au

designed [ADI] datum AHD DERIVED

drawn __| MP _ PM 116146

checked | MP | Origin (BM.) RL 107.206

approved

SURVEYED BY

 

 

MURRAY & ASSOCIATES
PHONE (07) 54412188

a.
project

LOT RECONFIGURATION

18 PEARSONS ROAD

COOROY Q. 4563

|

 

 

 

 

 

 

 

 

>
X= 717.972 a -
= =
Y = 609.880 25% 2.5% anh |B
Z= 109.450 _G -_
DATUM RL 108.500
=| 2]o]o° Sr)
8/8/ 2] 8 S| 2
DESIGN eleigig 2/8
8/3/33] 38 8/8
tS 2] 2
5 2) 2
SURVEY x | ®
g 8/8
8/s Ss So So So
OFFSET 8/38) 8] es 3s
vl[sfv]o «|=
Centreline Data
X= 712.976 5 5
Y = 610.085 ° “2.5% 25% 4h |
Z = 109.680 _o
DATUM RL 108.500
2] ele) o a] @
XN} RX} Ss] 8 RI]
DESIGN Ss) alal a 3} o
8} 3/8) 38 8/3
<lelo 2] 2
q|/8| 8 8/8
SURVEY Sz) 2] 8 SES
8/3/8 8/3
elelslo ole
OFFSET 8/8/38} s 3/8
v|y]y]o6 =|=

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Centreline Data
X = 707.980
Y = 610.291
Z= 109.725

DATUM RL 108.500

CHAINAGE 30

 

INSTALL DN300 BOULDERS UNDER A34
[| GEOFABRIC AS RETAINING WALL FROM
CH20 TO CH43, MIN. 50mm EMBEDMENT

 

 

 

 

       

>. 5
Q 25% 2.5% Ane |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

X = 702.984
Y = 610.496 3 , 4 5
Z= 109.771 “2.5% 2.5% aint |
|
DATUM RL 109.000
e,po)e, eS 2)
al ae|/R>R 8/3
DESIGN eerey es 2) e
8/3/38) 38 8/38
+/+} o QD =] oO
SURVEY &) &|&) 8 &]
sl/alal a a|o
8/3/38) 38 8/38
Sfele
OFFSET 8/3/38] 8s 8 3
TIT) VT) o ef
Centreline Data
X = 697.989 .
Y = 610.702 a
int -2.5% 2.5% Tip
Z = 109.928 -™ nd —
DATUM RL 109.000
tier | OG] © olr
8/5] 5) 3] 8 8/8
DESIGN 3/a|a\ala a}
8/3/38} 38]/s 3/8
tir o;|KR/ oO olxr
88/8) 5/8) 8/8
SURVEY s\alalala 3/3
8/3/38} 38]/s 3/8
slelele ole
OFFSET 8) 8) 8) 8/8 3/e
TIT) Y) Vio el
NATURAL SURFACE
Centreline Data >
a
X = 693.992 B05 075-1
Y = 610.867 | 76 2.80 -
Z= 110.076 0 — 2.5% 25% — Sting | ©
DATUM RL 109.500 125mm THICK CONCRETE
&|/2)2;/3)/x +] 8 DRIVEWAY TO DETAIL
DESIGN e/sis/s]e s/@2 ON SHEET 2102-02
-|alelela |
8/8) 8) 8| 8) 8
SURVEY 3/s|s]/sle s|¢
=lelelelo soln
OFFSET £} 8] 8/8) s Bi R
TLV) |) Vpo cl

  

Client

WALKER COLEMAN P/L ATF

 

    
 

  

title

DRIVEWAY CROSS SECTIONS

eo /

LOT 5 on RP202504

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

i

(SN
SCALE

 

0 1.25 2.5 Meters 5
——E>___——_—~—EE=~==E==EEE
scale ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:100(A3) DO NOT SCALE FROM THIS DRAWING

USE ONLY DIMENSIONS PROVIDED

 

 

 

 

 

 

 

 

 

 

 

 

aigle| ale
2) 2/8| 8 a
DESIGN slalala ala
8) 8|8\ 8 8| 8
Se slele als
#)B|&| & E/E
SURVEY olalala alo
8) g|s\ 8 8|g

slsle
8) Slsle als
g 8| %
OFFSET Oye) ae) S mH} 4
T/T) 7) o wf

 

 

 

 

 

 

 

 

 

 

REVISIONS
ment] revision details date
A | FOR APPROVAL 05/21
6B | FOR OPW APPROVAL 08/21
\ J
(a
FILES

 

 

 

 

 

CHAINAGE 25

A3HORZ SCALE: 1: 100

A3 VERT SCALE: 1:100

>
X = 728.535 a E
=
Y = 609.445 25% 25% Ting |
Z= 109.000 ;
DATUM RL 108.000
Blele Tele 2) 2
&/3|/3/38/8 8/8
DESIGN slalalsla 3] 3
8/3/38) sis Z/8
wlelr[=lse | 2
3| 8/8/38] 8 8/8
SURVEY S22) are o |B
8/s/s|sis 8/8
eleleleleo elo
OFFSET 8) 8/8) 8/8 3/5
vl ai[u[rfoe c[=
Centreline Data
X = 722.967
>
Y = 609.674 a 5
Z= 109.180 -2.5% 25% 4nd |
DATUM RL 108.500
alelele 2) eR
§| 8] | 8 |
DESIGN slslals 3/3
Z/ 3) s sg Z/s
© 2]
q 8/8
SURVEY a 3/3
8 8/8
Slele
OFFSET 8) 8/8] 8 3|3
vlv| alo vir

 

 

 

 

 

 

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PRON PROG\2102

 

 

 

 

CHAINAGE 40

FOR APPROVAL

 

Sheet 8 of 8 sheets

 

drawing number

 

2102-08

date AUGUST 2021 yy