Approved Plans · OPW12/0276

Page 2

 

 

 

 

 

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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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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

» f Callaghan & Toth )

Civil, Environmental &

\ Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
PA ! 6/41. Sunshine Beach Road
=| Phone 54749081, Fox 54749041

www.callaghanandtoth.com.au
designed [ADT | datum AHD DERIVED

drown MM.
. PSM 119670
‘AH | Origin (BM) RL 99.37

 

 

  

10,00:
NATURAL SURFACE

0.50 0.50 1.00

145 ;
RB —| +30} |-_-|

750mm PVC TELSTRA CONDUIT
WITH 100mm SEPARATION TO

[ELECTRICAL CONDUIT ly
Co

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BDY

ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No. 6069

    

 

 

    
   
  
  
    
   
  

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SERED
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
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project

PROPOSED ACCESS DRIVEWAY
TO 10 AT JIRRIMA, CRESCENT,

COOROIBAH

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63mm HEAVY DUTY
}ELECTRICAL CONDUIT
WITH 600mm COVER

 

 

 

TYPICAL DRIVEWAY SECTION & SERVICE LOCATIONS
Scale: NTS.

 

 

P. RUTHERFORD &

P, ROCHECOUSTE

———$. TY
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title

DRIVEWAY LAYOUT PLAN 2

LOT 11
2.031ha ee a ey
Poorman ern ner ren ee are
RUN TABLE DRAIN OUT AT 1:200) FALL !

TILL INVERT MATCHES NATURAL SURFACE
LOT 86 on RP136462

Parish of NOOSA

County of MARCH
SUNSHINE COAST COUNCIL
Locality of COOROIBAH

27 SEP 2012
|
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! SCALE
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1:500(A3)  00_NOT SCALE: FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED

 

 

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BOY |] Revisions

A. |_FOR APPROVAL

   

FILES

COMPUTER DIRECTORY
X:\JOBS\CT PRON PRG\1204 JIRRIMA CRESCENT

LAKE _COOROIBAH\DESI\CURRENT DWG-1204 BASE

ae POR APPROVAL

 

 

 

 

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: 15 Sees drawing number

7 1204-03

PASSING BAY DETAIL
SCALE 1:250 Q date 8th JUNE 2012

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Page 4

 

 

   
   
  
  
    
     
   
  
  

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( Callaghan & Toth )

\ Civil, Environmental &
WW Hydraulic Engineers

PO BOX 2305

O
ROAD SL99.749 SL99.749 ao Ss \ NOOSA HEADS 4567
VV 6/41 Sunshine Beach Road

~ &
t ee =] Phone 54749081, Fax 54749041
\ PIPE DIAMETER 375 PIPE DIAMETER 37] x www.callaghanandtoth.com.au
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1:200>

<1:200 a designed [ADT | datum AHD DERIVED
199.154 Geawn __| MM . PSM 119670
checked [AH | Origin (B.M.) RL 99.37

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ESOENT

JIRRIMA CRI

 

 

 

 

 

 

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EXISTING CROSS ROAD 375 PIPE!

 

approved

SURVEYED BY
DRAINAGE CROSS SECTION MAX WATTERSON é& ASSOCIATES
SCALE N.T.S

[PHONE (07) 54 426 121

 

 

 

/
Se eT
project

. PROPOSED ACCESS DRIVEWAY
| TO 10 AT JIRRIMA, CRESCENT,
| COOROIBAH

2. OPW 276 17 SEP on ———

‘EOE 2 | KKK
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Lor 10
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LOT 86 on RP136462

Parish of NOOSA

County of MARCH
SUNSHINE COAST COUNCIL
Locality of COOROIBAH

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————
SCALE

 

 

 

 

7 i 01.25 2.5 3.75 5.0 6.25 Meters 12.5
a “=_"“_____a=SSSSSSS=
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O \y scale ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
OQ. 1:250(A3)  00_NOT SCALE FROM THIS DRAWING
~ USE ONLY DIMENSIONS. PROVIDED
|3m* ROCK SPALLS OVER GEOTEXTILE °O,
BATTER SHUTE TO TABLE DRAIN OUTLET =

 

 

 

REVISIONS

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALEXANDER DAVID TOTH i
Lord REGISTERED PROFESSIONAL A | FOR APPROVAL
RP171405 ENGINEER QLD No, 6069
ere CEGZSCL
PHONE 5474. 9081
FILES
COMPUTER DIRECTORY
DRAINAGE SETOUT TABLE X:\JOBS\CT PRON PRG\1204 JIRRIMA CRESCENT
INTERSECTION S ae Lael Te i DWG-
Senne ee ae Hale 50RD STRUCTURE CHANAGE| LIP’/ LID | OFFSET | PIPE _ | |=AKE SOOROIBAHDESK\CURRENT DG-1204 BASE
Rl G :
PT [EASTING NORTHING| LEVEL | DESCRIPTION i E aN ar | FOR APPROVAL
7 |-336.749| 81.173 | 99.880] EDGE BITUMEN/TP_R5.0 1/A X= -333.243 |3750 FRC C12 RRI 5626 Us 0 99.179 | 3483 | a5
2 [334.7791 77.809 | 99.808] MID POINT R5.0 Y= 78.143 |/M 3750 PRE-CAST SLOPING|
3 |-330.99T| 76.882 | 99.875[ TP_RS HHEADWALL =5.048
4 |-329.156| 77.074 |100,066| START TAPER Sheet 4+ of 7 sheets
326. ‘i % 2/A X= -332.973 |9000 HEAVY DUTY 5215 |O/S ik 99.154 | 1.975 7

5 1-326.896| 76.484 |100.324| END TAPER Ne Desh - (Danese Tin Bocseusr drawing number
6 |-334.596| 67.219 | 99.792 | EDGE BITUMEN/TP_R5.0 _ 1204 04
7 [333.933 | 70.632 | 99.781| MID POINT R5.0 i
8_|=331.159 | 72.803 | 99.732] TP_RS SA X= -332.319 13750 FRC CL2 RRI 5530 [OS 99.159 | 5578 | a5% A
9 |-328.577| 73.054 |100.032| START TAPER Y= 70.942 |W 3750 PRE-CAST SLOPING|
40 1-326.105 | 73.402 |100.355| END TAPER HEADWALL L=1.192 XK date 8th JUNE 2012

 

 

 

 

 

 

 

Page 5

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

8] 8
3 SB
& 25mm, AC. SURFACING =
Q 100mm BASE COURSE GRAVEL TYPE 2.1 CBR60 COMPACT TO 100% RDD S
e 2.
S 150mm SUB-BASE GRAVEL TYPE 2.3 CBR50 COMPACT TO 100% ROD Is
& (SUBJECT TO TESTING AT SUBGRADE LEVEL) ES
a a
ALEXANDER DAVID TOTH -———GRADELINE
REGISTERED PROFESSION
ENGINEER QLD No. 6069, NATURAL SURFACE
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Horiz Curve Data J B-50m) ||| R60m.
2 xo 32. | | i |
ere |
N ge
Vertical Geometry Grade (%) Lot morse 4.517 Vo 1.503% -h. 41%)
|
Vertical Curve Length (m) 12.099 45.215 41.388)
Vertical Curve Radius (m) R100 R1500 R700
DATUM R.L.94.000 | | | STRIPPING 110.325
VOLUMES Cut 0.641 16.007 1364 21,809 8.021 16.28 24.284 | 3b.274 TOTAL CUT -130.324
FILL (2.36 1.645 | 1.26 1.429 obs 1.766 2.804 774 TOTAL FILL 40.219
glstlaln ol So —|/eleul+l—-l—lo wn) mlololol, os
2) 4/4/35 Sle 3S Blalm|SiSixlalS tS aed pea Si
NATURAL SURFACE |&| | 2/3/88 nlS 3 KS S/=/2/S]e/2 alé Alapslale |
| 3/ sisisis|_—S|s g slsisigisigigis sis} aisisisis} S|} =§__—
al at iol alelelalelolel : a SUNSH
CUT / FILL DEPTH ]8| x! gig/8|& BIE S e/2/2)8/3/s]e|8 3\8) |S) Sais 3
o of S[Sicia s/o s SIS Sl olalolaola s|o Sl/olalolo s
i] S| lol TIS LS 7 calc ccc cl tS TTT ISIS ;
DESIGN LEVELS OW Jel =| Seials 3 3 gS sslslgieix| gig} ja/gigie) og opw 12027
ROAD CENTRELINE |z| 3| SiSig|8|_ |e g ai[sgigigigisis sis] sisisisis] gl
rm] eo] o aimlels]gis Ss Lia} |S :
CHAINAGE 8) SIS|m ia Rel aed ad eal ed ha ele ral llolre 2
o| | Ssicis mals S Blelal|S/Rl[a/a/S Se oy eaten] tt 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION

PROPOSED DRIVEWAY

 

 

e Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fox 54749041

www.callaghanandtoth:com.au

 

 

designed | AH datum AHD: DERIVED

 

craw, _ PSM. 119670

 

checked [ADT |) Origin (BM) RL 99.37

 

 

approved

 

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121

a

project

PROPOSED ACCESS DRIVEWAY
TO 10 AT JIRRIMA, CRESCENT,
COOROIBAH

re,
GSitimernnrenr te Te

Client
P, RUTHERFORD &

P, ROCHECOUSTE
Ne

fren erence
title

DRIVEWAY LONGITUDINAL
SECTION

Mila nasa ae
a

LOT 86 on RP1356462

Parish of NOOSA

County of MARCH
SUNSHINE COAST COUNCIL
Locality of COOROIBAH

Ls

(
SCALE :

 

O12 5 25 5 10

0 10 20 30 40 50 Meters 100

5 ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
i DO. NOT SCALE. FROM’ THIS’ DRAWING:

 

 

USE ONLY DIMENSIONS: PROVIDED

REVISIONS

revision details
A | FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PRON PRG\1204 JIRRIMA. CRESCENT

 

LAKE _COOROIBAH\DESI\CURRENT DWG-1204 BASE

 

FOR APPROVAL

 

Sheet 5 of 7 sheets

 

drawing number

1204-05

 

 

 

 

XK dote 8th JUNE 2012

 

 

 

Page 6

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

    
  

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

    

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

|-—— 10.00 —__—-| ( I :
05 }
aso} --3.90—4- +0150 1 Ca aghan & Toth
«9 wo | Civil, Environmental &
2% 8 & 5 a i Hydraulic Engineers
+ 2B PO BOX 231
Bem | 3x 38 180 > W NOOSA HEADS. #507
oY it 6/41, Sunshine Beach Rood
| Datum 102 Datum 102 Datum 100 Protea caleghonondtethcomau
Centreline R.L.103.105 Centreline R.L.103.343 Centreline R.L.101.192] Faesignea TAH] datum AND DERIVED
1P84.157 END TAPER! CH107.308 END OF WORKS CH169.652 fawn — [We Eee
checked | ADT_| Origin (B.M.) RL 99.37
tod 0.5 | ‘approved
I 0.50-—| /-—— 5.00 0.50 NAT ay
Q ~ - 4 B
Yom, 8 3 ons i ; z BaF L ve 8 MAX WATTERSON. & ASSOCIATES
“Ee +h ay 28 hen a2. 6 Y BST Ate = PHONE (07) 54 426 121
8X55 1.2 OF on il et, +S 13403 | A> °
OS 3% a3) 9 ia 95 LE 3% | 3% = 185 [Sv = ——
7 ~ | project
Datum 101 Datum 102 Datum 100
Centreline R.L.102.587 — Centreline R.L.103.339 Centreline RiL.101.618] | PROPOSED ACCESS DRIVEWAY
60.000 START TAPER CH102.308 160j000 | TO 10 AT JIRRIMA, CRESCENT,
' | COOROIBAH
|
|
nN
f Client
3 ee €
22, me 2 3s is |P. RUTHERFORD &
4 ot wa +
“Se bean [ool on SS | P, ROCHECOUSTE
; SS" Datum TOT ' Datum 102 Datum 101 —————————————
Centreline R.L.101.864 4 Centreline R.L.103.299 Centreline R.L.102.1178 | f tite
40.000 TP97.289 TP14/.287 | DRIVEWAY CROSS SECTIONS
/+-—__ 3.99, ——_____-|
5
0.50 50 ——4-P-|—0.50 : eae J
3 2 ws i ]
\ s “ we 20) m 2 5 asae ;
t "2 | 28 a 1 Bate Behe Loe LOT 86 on RP136462
Lim I Bis ayy a %, =3%_ 51-9 .9 | !
°9 = 3% =3) an — g ' Parish of NOOSA
| NY Datum 100 \ Datum 102 Datum 101) County of MARCH
b Centreline R.L.100.965 q Centreline R.L.103.228 Centreline R.L.102.5
20.000 END TAPER CH92.308 140]000 SUNSHINE COAST COUNCIL |
t , ' Locality of COOROIBAH
k 10.09 ——————-}
j 0.5 \ )
oso! L-— 4bo 9 7P- 50
' ' a,
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2 oF Be x
Bete pa x 3 8 O12 3 25 5 10
3%_ | -3% 7: 8 i : Weters
1:200 (A3) SCALE SHOWN IS. ORIGINAL DRAWING SCALE
Datum 99 | Datum 102 a Datum 102 O.NaT SCALE. FROM THIS DRAWING
| Centreline R.L.100.393 4 Centreline RL-1Q5)204INE COAST REGIONAL CUUNDT | Centreline R.L.102.737 | <<
TP13.527 TP9Q.541 . sti dines dita eo TP134.577 REVISIONS
| Fon? fad Pee KY =
| 10.00 —————_-} |-————— 10.00 | earmen Bal yo CED 9 ‘A |_FOR APPROVAL
i i 0.5 OPW Vet 9 Pore ft 1
\ 0.50 0.50—| 40 PP asa i
0.50~| | 4.01 —++-}— |+-1.00 - |
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Oe se 9% | - 3%, BID Oh
“So Datum 99 Datum 102 Datum 102 AES
Centreline R.L.99.809 Centreline R.L.103.198 Centreline R.L.102.773 COMPUTER DIRECTORY
TP7}625 TP9Q.311 TP138.700 XAJOBS\CT PRON PRG\1204 JIRRIMA CRESCENT
A 2 Avs TAKE_COOROIBAH\DESI\CURRENT. DWG—1204 BASE
ALEXANDER DAVID TOTH ‘608 —_| .
REGISTERED PROFESS |} 19.00 p59 |} 10
F , , 0.5
ENGINEER QLD No. 6069 —| + 3.90—-1~— |-+1.00 0.50—| L~sto—P 1.00 FOR AP PROVAL
co
‘ a 8 «Sg 8: 8B Sheet 6 of 7. sheets
iS t “es +8 Be ‘oS % drawing number
i Os 253% | 3x! “ =
' Datum 99 Datum 102 SF Datum 102 1204 06
L Centreline R.L.99.836 Centreline R.L.103.153 Centreline R.L.103.108}
START OF WORKS/EDGE OF BITUMEN CH2.750 START TAPER CH87.308 TP128.603 KM Gate 8th JUNE 20112 a