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Development Application - Part 2 of 2 - Plans
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Callaghan & Toth
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Civil, Environmental &
Hydraulic Engineers
ALEXANDER DAVID TOTH PO BOX 2305
NOOSA HEADS 4567
REGISTERED PROFESSIONAL
ENGINEER OLD No. 6069 I 6/41 Sunshine Beach Rood
Phone 54749081. Fo~ 54749041
w’IIW.calloghanandtoth.com,au
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND
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PLACE GEO-TEXTILE GRADE 34 BIBUM OR PHONE 5474 9081 checked AH I O~in (B,M.) RL.
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5O-100mm DIAMETER AND 200mm THICKNESS
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THEN LAY GRADE 34 GEO-TEXTILE WITH BASE
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THICK AND COMPACT TO 100% STANDARD
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Centreline R.L.1.226
ACCESS PRlVEWAY TO 1, :5 c!c 5
NOOSA RIVER DRIVE, NO()SA
GRADELlNE-
END WORKS CH53.936
NATURAL SURFACE-
NORTH SHORE
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Vertical Geornel ry Grade (%) 2.8.2% O. 53% 1304.?1o
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LONGITUDINAL SECTION 120 CL Centreline R.L.O.841
CH2.500 EXISTING GRAVEL ROAD
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FOR APPROVAL
Sheet 3’ of 3 sheets
drawing number
1213-03
.
\.. 19th MARCH 2012
./
[OCR of page images]
(Callaghan & Toth )
Civil, Environmental &
, : Hydraulic Engineers
PO BOX 2305
ALEXANDER DAVID TOTH DY gyuy stash HEADS 4807
REGISTERED PROFESSIONAL SI. paler eae
ENGINEER QLD No. 6069 www.callaghanandtoth.com.au
\ designed [ADT] datum AND DERIVED
drawn MM PSM *
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND checked [AH | Origin (BM) RL *
PLACE GEO-TEXTILE GRADE 34 BIBUM OR wo !
& | EQUIVALENT 0.5m PAST EDGE OF DRIVEWAY To x
& | FULL EXTENT OF WORKS, PLACE ROCK 7 B ds coped L
50-100mm DIAMETER AND 200mm THICKNE: -—— 4.0 —| IRVEYED,
| ANo COMPACT. ° 1 WAX WATTERSON & ASSOCIATES
s z Ee wf PHONE 54 426 121
ro THEN uy Gre 34 STOLE wm BASE |S or x8
COARSE GRAVEL WITH EXTRA BINDER 100mm i Sai (a emnenchenetaenlicemr eter
© | THIck AND COMPACT TO 100% STANDARD & i) ao a project |
DENSITY, _ Datum 0 ACCESS DRIVEWAY TO 1, 3 & 5
Centreline R.L.1.226 NOOSA RIVER DRIVE, NOOSA
END WORKS CH53.936
GRADELINE NATURAL SURFACE— NORTH SHORE
Nene
Client
R f | . JOHN & JULIE GLENNON
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£ Centreline R.L.1.151 DRIVEWAY LONGITUDINAL &
= 45.000. CROSS SECTION PLAN
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Horiz Curve Data wel. 7257,,| Ro1\mn Datum 0
: Centreline R.L.1.012
x | x8 30.000
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Vertical Geometry Grade (%) 289% 0.453% . |1304¢12 | = 495
Vertical Curve Length (m) 400 | O12 3 25 5 10
Vertical Curve Radius (m) ; 0 10 20 3 40 50 wees 100) |
DATUM_R.L.-5.000 rs pe
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VOLUMES al 5% | 5204
Datum 0
NATURAL SURFACE 8 x ia! g & 2 20.b00 Centreline R.L.0.987
ain x es} ray '
CUT / FILL DEPTH a2 e} SF 8} 8
DESIGN LEVELS ON wl a |. os
ROAD CENTRELINE sla = a3) 8 (Fes )
CHAINAGE is g : $ ; 2 & I COMPUTER DIRECTORY
= = _ Datum 0
Centreline_R.L.0.841
LONGITUDINAL SECTION 12D CL CH2.500 EXISTING GRAVE, Boac FOR APPROVAL
Sheet 3° of 3 sheets
drawing number
*
\ 19th MARCH 2012
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