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Plans for Approval - OPW22-0255
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
DATUM RL 112.000
ROAD TYPE
VERTICAL CURVES
L5 L0.8 L1.5 L4.7 L3 L3 L1
-3% -12.5% -16.7% -20% -12.5% 0% 6.45%
VERTICAL GRADES
L5 L0.8 L1.5 L4.7 L3 L3 L1
DESIGN
116.829
116.678
116.578
116.328
115.788
115.388
115.013
115.013
115.109
115.207
SURVEY
116.829
115.079
114.654
113.846
113.174
113.323
113.567
114.291
115.067
115.102
5.8
7.3
CHAINAGE
10
12
15
18
20
23
0
5
EASEMENT DRIVEWAY CL - LONGITUDINAL SECTION A3 HORZ SCALE 1:100
A3 VERT SCALE 1:100
DESIGN DRIVEWAY CL
EOG
EOB
EOG
EOB
-3% -3% 1 in -6
1 in -6
1 in
2 -2
1 in -
[OCR of page images]
EXISTING EDGE OF BITUMEN Callaghan & Toth
FINISH LEVEL OF COMBINED Civil, Environmental &
DRIVEWAY CENTRELINE Hydraulic Engineers
— PO BOX 2305
NOOSAVILLE 4566
yt 1.16/90 Goodchap Street
— Phone 54749081
|--—___ www.callaghanandtoth.com.au
oe designed [MP | datum AHD DERIVED
PT drawn MP
a — checked | ADT | Origin (B.M.) PSM 116668
™ a — approved
™~ ea SURVEYED. BY
— —|1— — 7 MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
(—————4
DATUM RL 112.000 project
150mm THICK CONCRETE TO DETAIL ON SHEET 03 EASEMENT DRIVEWAY CL->DESIGN DRIVEWAY CL PROPOSED DEVELOPMENT AT
ROAD TYPE VERTICAL SEGMENTS 130 LAKE MACDONALD DR
PT CHAINAGE HEIGHT GRADE COOROY
VERTICAL CURVES s 0.000 116.829 -3.02%
LS 10.8 11.5 L47 L3 L3 ut IP 5,000 116.678 -12,50% Ee
-3% 12.5% 16.7% -20% 12.5% 0% 6.45% a y Client
VERTICAL GRADES IP 5.800 116.578 16.67%
LS 10.8 11.5 L47 L3 L3 ut IP 7.300 116.328 -20.00% S ARNOLD & L PETERSEN
DESIGN . ale . . ° . ° ° . IP 12,000 115,388 “12.50%
3 8 8 3 3 3 3 3 3 3 IP 15,000 115.013 0.00% a ,
SURVEY IP 18,000 115.013 6.45% (tle \
§ | & 5 F 4 5 a a} we | aig [_useo7_|_s4sx_|1| STAGE 1 COMBINED DRIVEWAY
= FL OF = = = = = = = LONGITUDINAL SECTION PLAN
CHAINAGE ° o| 3 2 e x © 2 g g
EASEMENT DRIVEWAY CL - LONGITUDINAL SECTION — A3 HORZ SCALE 1:100 LOTS 11-13 OF THE
A3 VERT SCALE 1:100 RECONFIGURATION OF LOT 233
ON MCH4301
SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN CONCRETE HAS ee eon SEALANT 15 X 10 4
HARDENED SUCH THAT IT WILL NOT BE DAMAGED BY THE BLADE p .
DISCONTINUE FABRIC
OF A SOFT CUT SAW (2 TO & HOURS AFTER LAST TROWEL| CORNER NG TEOS AT TELE Lamm FROM EDGE Parish of TEWANTIN
SLAB LEVEL County of MARCH
7 < > | | NOOSA SHIRE COUNCIL
WATERPROOF = 94
[-—— CUT OUT EVERY SECOND WIRE MEMBRANE | Locality of COOROY
fi DIRECTLY UNDER JOINT AND
<tasley DEPRESS FABRIC LOCALLY
75mm CBR4S IF NS ——~| —_———
MOISTURE BARRIER LL DANLEY CRACK IN CBR LESS THAN 6 OO
DUCER UNDER SAW CUT "DANLEY’ 16mm SQUARE HD GALV. —| 200 i 10mm ABELFLEX TO SCALE
a DOWELS WITH DOWEL MASTER COVER x DEPTH OF JOINT
o 400 L AT 40 MAX CRS, CENTRAL (OR AS SHOWN
z APPROVED EQUAL)
= N32 CONCRETE SCALE 1:10
12d CONTROL LINES z KM
a (AT POUR BREAK)
z NOTE: ALL DOWELS HD GALVANISED U.N.O REVISIONS
® a a @ g SCALE NTS
Oo Ww
u au a i” ” ‘A | FOR APPROVAL
1.00 ! 2.50 ! 2.50 ! 1.00 ! & | AMMENDED FOR APPROVAL
Cc
°
7 TYPE 2.5 CBR15 GRAVEL SHOULDER
COMPACTED IN MAX. 150mm LIFTS Tus
COMPUTER DIRECTORY
2 X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
“ LAKE MACDONALD DR\DESIGN
CBR6 FILL BASE COMPACTED IN Sheet 3 of 13 sheet
MAX. 150mm_LIFTS ee 9 sheets
drawing number
COMBINED DRIVEWAY DETAIL SECTION 2151 03
SCALE: 1:250 (A3)
\ date OCTOBER 2022 yy,
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