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Approved Plans · OPW12/0276

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|-—— 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,
© ~ wo SCALE
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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Ao & + 19) ¢< “AK 10
Bei, | at S de GLE ax
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

 

 

 

 

 

 

 

 

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