Approved Plans · OPW12/0276

 

 

 

 

 

PLACE DELINEATOR
POSTS TO MRD1294B

 

 

 

JIRRIMA CRESCENT

  
   

a

 

 

ih WIS

900'0

 

RESHAPE TABLE DRAIN v
| TO NEW CULVERT INLET

 

 

 

 

PLACE DELINEATOR
POSTS TO. MRD1294B

 

 

 

 

 

 

 

 

PO SHOOTHEY 10. EASTING CLEAN OUT EXISTING CULVERT TREE STUMP HG IP for "base”->"DRIVEWAY 12D CL”
AND TABLE DRAIN & RESHAPE APPROXIMATE ee Chainage | Easting [Northing] Beoring | Radius TAlength [ DAngle | (pi, *
TO NEW CULVERT INLET LOCATION RPT 71405 0.000 | =321.128' | 94.683 | 80°48"11”
Existing Bit Pot set [sites eee 20,000 | 5.232 _[1F59 19 ee
xisting Bitumen x 2 oe a © ns X:\JOBS\CT PRON PRG\1204 JIRRIMA CRESCENT
surfacing to be 12.257 [=308.979 | 95.961 | 95°47°30 =
\ a sawcut to allow 84.157 | =237.446 | 68.706 | 95°47°30) LAKE COOROIBAH\ DESI\CURRENT_ DUG=1204 BASE
x I new asphalt to IPS_| 87.234 [=234.382 | 88.395 60.000 | 6.154 | 552°56
join smoothly to 90.511 _|=251.365 | 87.772 |10140"06" | FOR APPROVAL
existing seal TC {90.541 _[=231.140 | 87.725 | 101°40'06
a IP4_| 93.915 _|=227.833 | 87.042 60.000 | =6.748_| 62637
~ Existing pavement to be cut back CT | 97.289 | =224.469 | 86.735 | 95°13°29" sheet, 2 oF <7 shoals
© minimum of 150mm or until TC_[123.603_[=198.265 | 84.339) | 95°13°29" =
i suitable povernens to provide IP5__| 128.652_|=193.220 | 83.877 50.000 [=10.097 | 11°34'15 drawing number
clean gravel face for new CT 33.700 _[-188.185 | 84.437 | 83°39 14 —
pavement TC | 134.577_[=187.314 | 84.534 | 873014 1204 02
1P6_[ 140.952 _|=180.974 | 85.239 60,000 | 12.711 [17086
CONNECTION TO EXISTING PAVEMENT DETAIL CT [147.287_[=174.627 | 84.595 | 954730"
ip7_| 169.652_[—152.377 | 82.339 | 95°13'29" date: Athi JUNE 2012 S

 

 

  

 

LEGEND — PROPOSED! WORKS

 

25mmi AC SURFACING REFER TO PLAN:
1204-5 FOR GRAVEL SPECIFICATION

EXTENTS OF CUT EARTHWORKS TOPSOIL 100mm THICK
& FERTILISE TURF AS SPECIFIED FOR’ TABLE DRAIN

EXTENTS OF FILLING EARTHWORKS: TOPSOIL 100mm THICK: &
FERTILISE GRASS SEED WITH TURF ALONG THE ROAD EDGE.

PROPOSED TOPSOIL 100mm THICK FERTILISE & TURFED

TABLE DRAIN. (REFER TO CROSS SECTIONS FOR OETA UNSHIT

PROPOSED TREES TO BE CLEARED

PROPOSED DELINEATOR POSTS MRD 1294B

PROPOSED ELECTRICAL AND TELSTRA LOCATION.
(SEE SERVICE DETAIL ON PLAN 1204-03

 

 

APPROXIMATE LOCATION OF EXISTING DRIVEWAY TO LOT 10.
WIDEN ENTRANCE TO IPWEAQ SEQ R-056 RURAL DRIVEWAY WITH
R5 AND 150mm GRAVEL. REPAIR FAILURES AND ASPHALT TO GATE

 

 

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REBUILD FENCE TO
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LEGEND — EXISTING SERVICES
BOTTOM OF BANK
TOP OF BANK
EDGE OF BITUMEN’

 

 

 

DRAINAGE
FENCE

GRAVEL DRIVEWAY
OVERHEAD POWER

TELSTRA
CULVERTS

MAJOR CONTOUR

MIN CONTOUR,

TREES

ALEXANDER DAVID TOTH

REGISTERED PROFESSIONAL
ENGINEER QLD’ No. 6069 _

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= 6474 908

 

 

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( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO) BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fax 54749041

www.callaghanandtoth.com:.au

 

 

 

JOINS PLAN 1204-03

 
 

 

 

 

 

designed [ADT | datum AHD DERIVED
drawn) MM.

10% PSM_ 119670
checked | AH__| Origin (BM.)_RL 99.37
approved!
SURVEYED BY

Ce

MAX WATTERSON & ASSOCIATES:
PHONE (07) 54 426 121

project

PROPOSED ACCESS DRIVEWAY
TO 10 AT JIRRIMA, CRESCENT,
COOROIBAH

er
ee

Client
P. RUTHERFORD &

P. ROCHECOUSTE
A
Se

title

DRIVEWAY LAYOUT PLAN 1

he

———— a.

LOT 86 on RP136462

Parish of NOOSA

County of MARCH
SUNSHINE COAST COUNCIL
Locality of COOROIBAH

Nees
SCALE

0.25 8) 25 10-328.

 

Meers 25

‘SCALE SHOWN IS’ ORIGINAL DRAWING SCALE.
DO NOT SCALE. FROM THIS. DRAWING
USE ONLY DIMENSIONS PROVIDED

scale
1:500(A3)

 

 

\

REVISIONS

A _|_FOR APPROVAL