Appendix D Concept Driveway Design

Page 2

 

LEGEND - EXISTING SERVICES

PROPERTY BOUNDARY
EDGE OF BITUMEN
KERB & CHANNEL

- ROAD CROWN
aawrwwrnnnnnannnnae — CONCRETE
Abbtitititititiiitili  TQp OF BANK
#85 MAJOR CONTOUR

—- MINOR CONTOUR

TREE

LEGEND - PROPOSED FEATURES

FILL BATTER
CUT BATTER

PROPOSED NEW DRIVEWAY

PROPOSED FINISH BATTER

TALLOWWOOD PLACE

no

3S 3

= s 8

aoe 88, & gs

~~ | = Ss

za a

gor Q|

> >|

DATUM RL 191.000

VIP RI

PROPOSED 0.5m WIDE GRAVEL SHOULDER

R12

  

 

PROPOSED NEW
ACCESS DRIVEWAY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CS
2\)

 

CONCEPT LAYOUT PLAN
0 2 4 6m

Scale 1:100 @A1

  
   

  

 

 

HORIZONTAL CURVES L4.77 111.03 123.75
VERTICAL CURVES 13.16 LO.27L1.5 L2.07 132.56
-3.6% -0171% -7% -17.4% -24.9%
VERTICAL GRADES 13.16 L0.27L1.5 L2.07 132.56
DESIGN e 3] 3g) = 8 3 3 8 Z 8
ko S|3| =|8 8 3 2 ez 8 8
SURVEY = 2la] ae a a & & 2S 8
Sa R aR aig & g & & é 8
s ts
CHAINAGE gis) ais 8 8
=| Ry] o o ° a
o sis sie] ok 2 g 8 8
Al HORZ SCALE 1:100
CL-LONGITUDINAL SECTION 41 HORZ SCALE 1:100
, : SEEING SET
Callaghan & Toth CLIENT: ie DATUM: CONCEPT DRIVEWAY DESIGN 2 OF3
Civil, Environmental & Hydraulic Engineers
PO BOX 2305 NOOSA HEADS 4567 M. RAVEANE MERIDIAN, | 41 TALLOWWOOD PLACE, BLACK MOUNTAIN Ten Al
PlBf80 OODCHAP STREET NOCSAMLLE i ZONE 56 A_[25710723_|PRELIMINARY DESIGN FOR COMMENT MP MP “T11 AYOUT PLAN AND LONGITUDINAL SECTION 2251-02
INDEX| DATE _ [REVISIONS DRAWN _|CHECKED | APPROVED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

2% 2%

 

Centreline Data

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

X= 1108.915 Aw Lf Pye
Y = 1967.103 ee
Z= 199.208 ~
DATUM RL 197.000
3 = =|) —IS =
DESIGN 3 & 2 als| 3
8 3 3 3/8) 8 2% 2% _
8 5 ggg) 2 i 2 Py
SURVEY z s| s| Slsis Centreline Data wr | |e th 2% _
= = = e|e| 2 Y = 1972.869 Lon . Cay
Z= 196.715 TT Centreline Data “—T
8 8 ° ol c0| a --7 = 1125.459
OFFSET & § 8 BIS|S DATUM RL 194.000 978.275 _
? YT Ss aaj] a S ale oS Bs 94.221 >
CHAINAGE 12.5 DESIGN $ sis 3] gigi DATUM RL 191.500
Centreline Data SURVEY z gel 3) algls DESIGN 3 a] 3] gas
X= 107.465 a 2% = a ze a3) 2] «= SRS
22199632, ST TNX Le OFFSET 5 8] | alse SURVEY a gig} og] gigie
DATUM RL 198.500 Sh |_| isis = alel cl elel-
a) IE 8 ae 8 CHAINAGE 22.5 OFFSET 5 se) 8) &Bi§
DESIGN 3) aig g gig] 8 st isis
eS CHAINAGE 32.5
Rl RR g ala} &
SURVEY ee 2% _
al alg 2 x) 2 Centreline Dat Py] 8s
OFFSET 88 g s| 8 Xeno we ee
‘ “rt Sc TIN oO Y = 1971.517 . =Pyr7
2= 197.338 Cee Centreline Data Sy eae Centreline Data +
CHAINAGE 10 DATUM RL 194.500 Y= 1976904 _ Y= toseeet wipe SS
wy BS S Sek Z= 194.844 — Z= 192.461 eo]
Centreline Data DESIGN 3 Ss] 5) SI5s DATUM RL 192.000 DATUM RL 191.000
8 55) 8) BBS z ==, 3 SE =] —S}e STS
X = 1106.467 2.38% -2.38% w NS o SS= I QS 3 BIR g BIS g 3/8) 3
i - 3 3 |) 6SS5 DESIGN A ; DESIGN a ee
222004 won nnye_[ PPS------ SURVEY 3 sg 8] SEE 8 33] 3] 88/8 a} 8/8} 8} 88) 8
8 ss) 8) S/B/S = agp ete =] Se SST
DATUM RL 199.000 5 gg) 8] SIE §} ge] 8) BIE) g
332 3 sSTS OFFSET 5 sls| oe alele SURVEY 8 lel og} gigs SURVEY s| si) a) als 3
DESIGN s| alg 3 als| s 3 ae; 8] isis = Se} tiie Sie tS
a 818 g a|8| 8 a OFFSET 5 gle) sl elely +} sisl ¢ elle
SURVEY 8) 85 3 38/8 CHAINAGE 20 3 3} 8] Beis OFFSET | ss} 8 88s
a| 8/2 2 ele 8 CHAINAGE 30 CHAINAGE 39.557
g| sje e ele]
OFFSET 3 ale 8 & z = 2% -2% _
CHAINAGE 7.5 Gentreling Data wee 7 , 2% _-2% ue
Y = 1970.165 Gentreline Data ~ Gentreline Data 2 Bh
Centreline Data 2= 197-962 975.572 Y = 1980.979 ~~
X= 1105.964 DATUM RL 195.000 2= 195.468 Coes Z= 192.974 -
Y= 1960-341 wa 4.3% “439 = ae a] aise DATUM RL 193.000
= 10.4 a _ DESIGN 3 yu FEE = 28-3) FE DATUM RL 191.000 _ <gt—<t set
DATUM RL 200.000 = 2 2 Sed bad DESIGN 3s slo S Sa \6 8 8/8 5 58/8
3 z wes = 23) 2 228 & ee] 2] 288 DESIGN 3} ais] | alas
DESIGN 5 8 ggg SURVEY g gis} 3) BiB/s 3 38) = 3Be gee) 8) S88
= s oes = === SURVEY 3 3g] 3] age SURVEY 30 O88) 8] aisle
SURVEY z Z alle OFFSET 5 ge | aiglg 5 ais) al alele 2} #8) 3) See
= = a “ a OFFSET 3 sie) § Bele OFFSET 3 gig) sg] ggig
8 8 slsig CHAINAGE 17.5 - ej sini 9 ale] S| alsa
OFFSET g g gg CHAINAGE 27.5 CHAINAGE 37.5
CHAINAGE 5
2% 2% _
ae 2% 2%
a2 wee — wees
Centreline Data Centreline Data ss | Centreline Data wt _-4-PT Centreline Data po
X=1105836 0 _ 5.59 X= 1110.753 Loan X= 1119.150 N ~ X= 127.562 Aw
Y = 1958.780 po Y = 1968.791 ete 974.220 Y = 1979.627
Z= 201.045 , 7-H Z= 198.585 oO Z= 196.091 ees ~ Z= 193.597 a an
DATUM RL 200.000 DATUM RL 195.500 DATUM RL 193.500 _ DATUM RL 191.500
sae zo z se) SES = Sap ED EES z IED ED BES
DESIGN Ae Z DESIGN 3 ge] 3] glee DESIGN 3 ge] 8 alee DESIGN ce ee
sa = z ap SS = =S ESS z sap SS
SURVEY Hee Z SURVEY 3 eel of] slag SURVEY 3 ge] 2 glee SURVEY 3) gs) og Eee
OFFSET s(8|8 8 OFFSET 8 88 6g} —gigig OFFSET 3 sg 6s) «gigs OFFSET 5 32) «g) gigs
bcd ca s 2 er Ss HNN 9 eT So Hl | bi a So lala

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CHAINAGE 3.434 CHAINAGE 15 CHAINAGE 25 CHAINAGE 35

A1 HORZ SCALE 1:100
A1 VERT SCALE 1:100

 

 

 

Callaghan & Toth CENT: COORDINATE DATUM: CONCEPT DRIVEWAY DESIGN a
Civi . . . AHD 3 0F 3
ivil, Environmental & Hydraulic Engineers

 

 

 

 

 

0 Box 2508 nOOSE HEADS aser M. RAVEANE MERDIAN, | 41 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG MUERER
1.16/90 GOODCHAP STREET NOOSAVILLE i ZONE 56
Ph: 54749081 www.callaghanandtoth.com.au

 

 

 

A {25/10/23 |PRELIMINARY DESIGN FOR COMMENT MP. MP ADT DRIVEWAY CROSS SECTIONS 2251-03

INDEX} DATE REVISIONS. DRAWN {CHECKED | APPROVED