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

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


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( Callaghan & Toth )
Alexander David Toth 6069 agnan
NATURAL SURFACE LEVEL NAME . RPEQ we Envizonmental &
ydraulic Engineers
3%
BOUNDARY 28/09/20 ~~ —— Noose HEADS 4567
FINISH SURFACE LEVEL pentane Data iL 1.16/90 Goodchap Street
SIGNED DATE 6.15 = Phone 54749081
Z= 13980 www.callaghanandtoth.com.au
DATUM RL 5.000 designed [MP] datum AHD DERIVED
DESIGN isis} 3] alelg drawn __| MP
23/8] 3) Se /2 checked [ADT | Origin (BM.) PSM 152523
Centreline Data ale
X= 1046.916 Centreline Data 1“ SURVEY aga) $) | gle
Y: Mean X = 1087585 ee ele|e| = Sele approved
7 J | wlele SURVEYED BY
DATUM RL 5.000 | OFFSET s|8/s) =| aisle
DATUM RL 5,000 ase, 3] B88 MAX WATTERSON é& ASSOCIATES
DESIGN sisie} os] viale
2/g/2} 8) «2/88
gag] 3 eels DESIGN sllel al glee CHAINAGE 132.816 \ )
ZSi§, 3] 38s a
SURVEY gisig|} a] _—ogiale project
wif ils wn wil vil an SURVEY salg g alsit x ax
OFFSET gisie] oe] elele +e ee PROPOSED ACCESS DRIVEWAY AT
ase gage OFFSET al el alele Centretine Data 26 JIRRIMA CRESCENT
CHAINAGE 40 yee) Ss} a8 : EDGE OF EXISTING GRAVEL, TYPICAL COOROIBAH
CHAINAGE 90
NS
Centreline Data
. DESIGN zisis) sg] giels (ooo)
X = 1038.856 3% = 7 Ble|a 3 iri "
Yess __ at - Centreline Data ees) & S/E/8 Client
: —— —— |
DATUM RL 4.500 SURVEY ERS) 8) 82/5
DATUM RL $000 ERIE, S| Big|8 M. PAGE & D. STUART
DESIGN 2/s\e 2 213/5 gigle] els.
sials| 8) alas DESIGN slalz| s]  sials OFFSET sle/@) §) g/8\§
3|3|3 3 (S/S "Ssis] Ss SIRS.
SURVEY giaig) s$/ = sigig i OO
sigig| 3] alk cunvey desl al glale CHAINAGE 130 -"
OFFSET g $ . DRIVEWAY CROSS-SECTIONS
* S OFFSET $218} s| asjgiz
EDGE OF EXISTING GRAVEL, TYPICAL ssR, 8] SBIR 3%
a
L CHAINAGE 80 Centreline Data ——
Centreline Data
X = 1030.796 3% Centreline Data
Y = 191.750 --4
rey Ht | DESIEN ele el elele LOT 78 RP136461
DATUM RL 4.500 elfle] 8] eee
DATUM RL 5.000
DESIGN egg) g| sla] DESIGN ale e aleln SURVEY S88) 3) | Rais NOOSA SHIRE COUNCIL
SURVEY eisle] og] sia] s OFFSET 23/3) 3s] isis Locality of COOROIBAH
fala aR wal SURVEY 35 2 algle asia] 3 aals
OFFSET Bg/8) s/s alals ele CHAINAGE 120
sae] 3) BRE OFFSET 313 z gis|z
als = gals \ )
CHAINAGE 20
CHAINAGE 70 “
Centreline Data _- _ SCALE AS SHOWN
i X = 1103.917 77
Centreline Data Centreline Data 9.284
X = 022.720 — X= wean 2= 7230
Y = 1197.666, a 1
22 6068 wan] 226.150 4 ll DATUM RL 5.000
DATUM RL 4.500 DATUM RL 5.000 DESIGN sisiel a] aisle
Bleek oS eles —__
DESIGN alge| 3|  glals DESIGN alg g slale
Bale, S| S/8|8 3/8 3 s/aie SURVEY gee} a see REVISIONS
OFFSE S52) 8] = g/8|8 A | FOR APPROVAL
OFFSET 8/2/3) s| sisis OFFSET 38 s siglz
sisie] S| BIRIS al s Rites CHAINAGE 110
CHAINAGE 10 CHAINAGE 60
Centreline Data Centreline Data Centreline Data 3%
X = 013.225 X= x 95.751 aT ~-~———!
Y = 1200.255 3% 145.056
Z = 6.030 . TT Z= 6.955 | FILES
DATUM RL 5.000 DATUM RL 5.000 DATUM RL 5.000 COMPUTER D RECTORY
DESIGN gigie| 3] aigis DESIGN slals| a] algls DESIGN siels| 9] elsig XAJOBS\CT PROJECTS IN PROGRESS\2025 26 JIRR|
sais, 3 RRS Bais, SL a8 gle, 3 gl TMA\ DESIGN
SURVEY gigs} 8) = -BIS|8 SURVEY eae, 8] 8 SURVEY z/2/2) 2) = 3/88 FOR APPROVAL
OFFSET §/2/8| 3] alg/z OFFSET 23/8) 3] algis OFFSET 8/38] 3| slgiz
CHAINAGE 0 CHAINAGE 50 CHAINAGE 100 Sheet 6 of 8 sheets
drawing number
A3 HORZ SCALE 1:200 2025-06
A3 VERT SCALE 1:200 A
date 22nd SEPTEMBER 2020 J