Approved Plans - OPW24/0151 (As published)

 

NATURAL SURFACE, TYPICAL

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TauLowwooppLace =P gx
2 -2% _ SS 8 NOTE:
To ey SSS ALL EARTHWORKS MUST BE CERTIFIED BY TECTONIC
Centreline Data weer a) GEOTECHNICAL & ENVIRONMENTAL ENGINEERS PTY LTD
> >|
DATUM RL 195.500 . fo} | | NOOSA COUNCIL
DESIGN 5 se) = gals APPROVED PLANS
g s8) 6g} S818 OPW24/0151 2 JANUARY 2025
SURVEY ; 2 j
OFFSET 8 88 6g} gigs
@ er s H|NlN
CHAINAGE 15
om DATUM RL 191.500 — toto Fb fe eee ~
Centreline Data £ = 12
X= 108.018 _ ye |_L + --- qa HORIZONTAL CURVES L477 41.03 (23.75
2= 199.208 — VERTICAL CURVES we tos ma
DATUM RL 197.000 -3.6% — -0:71% -7% ||_-17.4% -24.9%
8 ely 3 3/8 VERTICAL GRADES 13.16 (OB7L15] 12.07 132.56
DESIGN ee oe ee sie} sig] 8 a 3g 8 z 5
z ae z BSS DESIGN se} ae a 8 7 7 & =
8 g§ 8 qle| © s|s| sis g g 8 5 3 a
SURVEY 3 Sle 3 a\s| 3 aiR|_ 8s & g & 2 3 s
8 3/8 & 2/8 & —lel ale > > 2 D oD > ENSURE INVERT OF TABLE
9 gle 2 wlel « SURVEY s\8| a)8 § 8 & 5 2 g DRAIN IS OFF SET MIN. 400
OFFSET 8 ae 8 Be 8 fo Pees sssssa ala| sis 8 & & 3 & 3 FROM SHOULDER, TYPICAL
= =
CHAINAGE 12.5 CHAINAGE Ss} &s 8 8
lo slo| ie 6 2 8 g 8 || Centreline Data aot
Centreline Data 7 X= 1131.396
e . 1 HORZ SCALE 1:100 =
X= 1107-465 2% CL - LONGITUDINAL SECTION 1 VERT SCALE 1:100 2192401.
2= 199.832 waco —----, y--- 07 DATUM RL 191.000
DATUM RL 198.500. a gle 3 2/9/38
B) 3s 3 sig 8 DESIGN =] sis} a] alsia
DESIGN 3| gle 3 g\s| 3 2 ee = 2/2) 2
e| ee ele 2 x| gee sss
a glk g ala) & SURVEY s sla a) sisi
SURVEY 3| als 3 ail 3 2% 2% —_ 2] 2) 8) Bee
3 = 1 Centreline Data we |e py S| g/g 8 els| es
OFFSET 8 38 gogis) 8 Yo lores Zo 2% 2% —_ OFFSET ais) 8 BIEL &
8] ala 6 sla] 6 Z= 196.715 - . -Pyo
ao Centreline Data © e4-77
CHAINAGE 10 DATUM RL 194.000 123.356 » -- E 39.557 :
8 alk) &| Bale eaeaa aeo7 Centreline Data But
Centreline Data DESIGN 3 sls} sg} sigis X=1129.665
X= 1106 497 2.38% 2.38% = 3 = = = = = DATUM RL 192.000 2 ss = stots Y= 1980.979 .
Z = 200.455 OTTER aa] Pps SURVEY 8 88 8 slale DESIGN 3 sls = slslz DATUM RL 191.000
DATUM RL 199.000 = Sjej ie} iis = oe eb 3 aig) 5) = -S/8/8
B) Se B ag S als] 3s] alele 5 RB) 3] BBE DESIGN 3 ais} a) alas
DESIGN 8) =|2 = =/8/ 8 OFFSET a 8|8 8 ssis SURVEY ° al = glsls 2 =|F = Sele
| sig g gigs 8 ale| 8] Alga 8 s/8) 8) 88/8 Z sgt
AS 8 AR = alel al elole SURVEY ee ee
SURVEY g| 32 z sisl s OFFSET 8 sje} 8) = g8is = Fle} =F} ee
8&2 & 22/8 o SyF|__e] js 2 els
g s\s} sg] gigis
OFFSET 3] ele sl) oelelig ee CHAINAGE 30 OFFSET Set S| BIS
Bl ag gs, gis? 3 GE 30
3 ‘ 2 Centreline Data Centreline Data 2% 2% eee CHAINAGE 37.5
971.517 a 94 94 =
. CHAINAGE 7.5 Z= 197.338 = oreare As ao Centreline Data a 2-2 a7
Centreline Data DATUM RL 194.500 95.468 _- Y= 1970027 ye be
a 4.3% 43% = gi; 8) Sis DATUM RL 193.000 ~~ 2= 193.597 ae
( yo DESIGN 3 55] 5) B/5I5 5 28) 8) Sigs DATUM RL 191.500
DATUM RL 200.000 = = = SS DESIGN 3 BIS 8 Ped ed ed 8 3/5 5 Sls| 3
age z NIRS = Nel] Ssis a s\8| 8) B88 8 3/3] Bl BS] &
DESIGN ele 3 sisi SURVEY 8 gis} os] gisis 5 as) 8] aisle DESIGN 2 8) 3) 8/8] 8
RIRIR & R/8|8 = SF} S| SURVEY 3 sis} $s] sisis B gs} 8)” a 8
ass 3 alsi8 S elel ol clo a s\3} 8) 888 SURVEY 8 8] 8} Be] 8
SURVEY ISIE g sisig OFFSET & sis} 8) 388 = ale 8 8/8} 8] 8/8] 8
IRIS 8 IRIS “ Sj] visi OFFSET 8 sis} 8) gic ~ ole
slalg 3 clele CHAINAGE 20 “ Se} __o|__=}ssev OFFSET 5 se} 8) BiB 8
OFFSET aise 8 sls se 8 g
alae a aE om CHAINAGE 27.5 ” —GHAINAGE 5
% 24 ee 94 9 5
CHAINAGE 5 ; Py 2% 2% — oem
Centreline Data Centreline Data Jje--q0-7 Centreline Data _- Py o___—-2% ——
= 1958780 i on 5.5% ero. 168 YE lore oo — Centreline Data wr Ueber
ee . ° Th
Z= 201.045 nn 197.962 -a-- 2 = 196.091 — X= 1125459 Zn
DATUM RL 200.000 DATUM RL 195.000 DATUM RL 193.500 Z= 194.221 a
aes z S ss) 8) Big]8 3 gis) al aise DATUM RL 194,500
DESIGN zlele g DESIGN 8 55 5) BIS DESIGN 3 gel gl sels 2 Bela) gis
SINIS < > sy = sa = =| = Sl DESIGN a giz = slgl3
sale = 2 sg; 3) sss a als) =] esis 8 3/3] 8} 8S
SURVEY Elsie = SURVEY 8 sis} 5) Sisis SURVEY 2 sis} | sisls 2 sis} 8) as
a8 8 = S|} IS S S|F| Fe} ie SURVEY 3 sis} 3] sigls
ig g OFFSET gE 83) 8) gigs 8 sig) gl] gigis = Sp se
OFFSET a|g|s 8 5 Se 8) ais|s OFFSET 3 Se, 8) Biss OFFSET § sig) 6s] 88s
2s ° hi ¢ ale _
A1 HORZ SCALE 1:100 - me se
CHAINAGE 3.434 CHAINAGE 17.5 A1 VERT SCALE 1:100 CHAINAGE 25 CHAINAGE 32.5
s I: SHEET No. IN SET REVISION
Callaghan & Toth CLIENT: ie DATUM: DRIVEWAY DESIGN OF &
Civil, Environmental & Hydraulic Engineers MERIDIAN: B
A 41 TALLOWWOOD PLACE, BLACK MOUNTAIN
Fo wD a NS ee LE M. RAVEANE GDA2020 B [10/24 [REVISED FOR APPROVAL MP MP ‘ADT TRANG MAREE A‘
Ph: 54749081 www.callaghanandtoth.com.cu Ui ZONE 56 A [08/24 ___|FOR APPROVAL MP MP ADT_J DRIVEWAY CROSS SECTIONS AND LONGITUDINAL SECTION 2251-104
INDEX| DATE _ [REVISIONS DRAWN [CHECKED | APPROVED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Document Set ID: 23344346
Version: 3, Version Date: 08/01/2028