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

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


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PASSING BAY PER DETAIL ON SHEET 2025-03

 

REMOVE AND REPLACE FENCE AS
NECESSARY FOR FILL BATTER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

$
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&
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5
a
2
S UNDERGROUND ELECTRICAL. CONTRACTOR
> TO LOCATE/POTHOLE AND CONFIRM NO
CONFLICT WITH DRIVEWAY WORKS
26 JIRRIMA CRESCENT DRIVEWAY ALIGNMENT HORIZONTAL POINTS
PT CHAINAGE EASTING | NORTHING | HEIGHT BEARING RAD | A.LENGTH | DEFL.ANGLE
IP 1 0.000 1013.225 | 1200.255 6.030 | 95°20'11.78"
IP 2 3.708 1016.917 | 1199.910 6.026
IP 3 5.284 1018.500 | 1199.762 6.063 R=10.0 | 3.152 | 18'03'33.79”
IP 4 6.860 1019.958 | 1199.131 6.100
IP 5 8.943 1021.877 | 1198.301 6.100 R=18.5 | 4.165 | 12°53'52.92”
10.000 1022.720 | 1197.646 6.100 | 123'07'09.95”
IP 6 11.025 1023.563 | 1197.063 6.100
20.000 1030.796 | 1191.750 5.970 | 126'17'38.48”
30.000 1038.856 | 1185.831 5.970 | 126'17'38.48”
40.000 1046.916 | 1179.912 5.960 | 126°17'38.48”
50.000 1054.976 | 1173.992 6.035 | 126'17'38.48”
IP 7 55.156 1059.132 | 1170.940 6.070
60.000 1063.087 | 1168.144 6.150 | 125'15'15.00”
70.000 1071.253 | 1162.372 6.300 | 125'15'15.00”
80.000 1079.419 | 1156.600 6.470 | 125'15'15.00”
90.000 1087.585 | 1150.828 6.690 | 125'15'15.00”
100.000 1095.751 | 1145.056 6.955 | 125'15'15.00”
110.000 1103.917 | 1139.284 7.230 | 125'15'15.00”
120.000 1112.083 | 1133.512 7.595 | 125'15'15.00”
130.000 1120.249 | 1127.740 7.887 | 125'15'15.00”
IP 8 132.816 1122.549 | 1126.115 7.980 | 125'15'15.00”

 

 

 

 

 

 

 

 

 

 

 

 

5.0 + 10.0
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Le 3.0 m4

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PASSING BAY DETAIL
SCALE 1:250 (A3)

 

( 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

—__

 

 

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

 

 

 

  

——

 

 

TOPSOIL, FERTILIZE AND
GRASS SEED

  

 

 

 

[VARIES —_—_ |

 

Pree

    
      

 

  

 

 

 

 

 

 

( )
project

PROPOSED ACCESS DRIVEWAY AT
26 JIRRIMA CRESCENT

 

 

 

 

 

 

 

 

TAPER GRAVEL TO MATCH COOROIBAH
END OF SHOULDER mane J
S (——Jgereere—v—
5 | | cient
MIN. 160mm THICK CBR60 GRAVEL COMPACTED —~ M. PAGE & D. STUART
TO 100% STANDARD COMPACTION
TOPSOIL, FERTILIZE AND
GRASS SEED =—_———
title
TYPICAL DRIVEWAY SECTION
SCALE 1:50 (43) DRIVEWAY LAYOUT PLAN 2 OF 2
NS
_
Alexander David Toth 6069
NAME , RPEQ
LOT 78 RP136461
28/09/20
Seno DATE NOOSA SHIRE COUNCIL

 

 

 

 

 

 

 

 

 

JOIN EXISTING GRAVEL OVER
Sm WITH CBR60 GRAVEL

 

 

 

SION

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 3 of 8 sheets

 

drawing number

2025-03

 

 

 

 

date 22nd SEPTEMBER 2020 yy,