Combined Approved Plans OPW21.0202.01 · OPW21/0202.01

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRVIEWAY 1 CONTROL LINE SETOUT
PT CHAINAGE | EASTING | NORTHING | HEIGHT BEARING RAD/SPIRAL | A.LENGTH | DEFL.ANGLE
IP 1 0.000 2381.137 | 8223.556 98.583 177°18'56.66"
TC 5.281 2381.385 | 8218.280 98.265 177°18'56.66"
IP2 8.259 2381.524 8215.301 98.390 R = -40.000 5.955 8°31'49.21"
10.000 2381.883 | 8213.590 98.575 170°33'21.88"
CT 11.236 2382.104 | 8212.374 98.695. 168°47'07.45"
20.000 2383.809 | 8203.778 98.877 168°47'07.45"
IP3 25.076 2384.796 | 8198.799 98.822 168°47'07.45"
DRIVEWAY 2 CONTROL LINE SETOUT
PT CHAINAGE | EASTING | NORTHING HEIGHT BEARING RAD/SPIRAL | A.LENGTH DEFL.ANGLE
IP 1 0.000 2347.775 8223.443 100.204 176°50'32.85"
TC 3.200 2347.951 8220.247 99.972 176°50'32.85"
5.000 2347.969 8218.448 99.908 181°59'56.51"
IP2 7.802 2348.209 8215.570 100.014 R = 20.000 9.203 26°21'54.46"
10.000 2347.175 8213.525 100.273 196°19'22.71"
CT 12.403 2346.363 8211.265 100.633 203°12'27.31"
15.000 2345.340 8208.878 100.980 203°12'27.31"
20.000 2343.369 8204.282 101.292 203°12'27.31"
IP3 22.668 2342.318 8201.830 101.406 203°12'27.31"
NOOSA COUNCIL
APPROVED PLAN
OPW21/0202.01 11 MAR 2025
CONTROL LINE —
I
DRIVEWAY
womens DESIGN SURFACE
I EXISTING SURFACE
3% 3h
a 1in2 BATTER
1 in 4 BATTER 1in4 BATTER

4
I
TURFED SWALE DRAIN |
\

DRIVEWAY TYPICAL SECTION

‘SCALE 1:20

02 02
SCALE

04

TURFED SWALE DRAIN

06 08 10
(metres)

1:20 (FULL SIZE)

 

 

 

 

 

 

8
2
S 28 g
2 2 =Z 3
8 8 8 2 2 8° t 8
2 gS EB g 3 & 3 EB
© S we = 3% & ot 8 E
E _ e Se ox 5 8 3 x§ 3 2
g 8 = SF oe a & z Cs & S
8 S 3s FE 88 = ~ 2 Be = a DESIGN SURFACE
9° S = x<§ KE x iS = as i x
¢ e BS cara & 8 = %o = &
6 x 58 a5 a = ¢ Sa N a
EXISTING SURFACE ——_ sk 2 o2 So
— N go —
a
p$———__ _ rc]
Horiz Curve Data + R-40m
Vertical Geometry Grade (%) ~$.150 % 4 12.000 % 1.000 % -1.163 %
Vertical Grade Length 982m 7 6.0751 6.916m 102m
Vertical Curve Length (m) 7|000m VC 000m VC 5.000m VC
Vertical Curve K Value IK 0.347 K 0.455 K2.311
DATUM R.L. 96.00
DEPTH TO
8 8 3 sala 2 RS 8 8
NATURAL SURFACE |8& S 3 Sis] s 3 S 3 §|§
DESIGN HEIGHT 8 5 g 2lals g 8 3 RIN
s s 8 s{s|s 8 8 8 s 1s
NATURAL SURFACE |g 5 e slals s| 3 z ala
8 8 S 8[8|8 8 8S 8 8 [8
CHAINAGE 3 z glals B} og g g
° a 3 slele = © R 8
DRIVEWAY 1 LONG SECTION
HORIZONTAL SCALE 1-100
VERTICAL SCALE 1:50
2
8
2 =
g 5
S S EB
x
& = & 3 = gi
8 2 » 2 = s é z 5
© s fee § © & S ®
Ss 5S =og 8 s 2 a 2
8 3 Sf 8 b 8 =
Ss & R z= 64 & 2 _—————
? 3 2
3 = 5 g
a = o £ o
a s 6 ——
a
[>——_,.
Horiz Curve Data + R20m
Vertical Geometry Grade (%) 7.291 % 15.000 % 4.281 %
Vertical Grade Length 6.419m 9.091m 7.159m
Vertical Curve Length (m) 7.000m VC 5.000m VC
Vertical Curve K Value K 0.314 K 0.466
TWO COAT (14mm / 7mm) C170 BITUMEN SEAL
DATUM RL. 97.50 125mm TYPE 2.1 CBR 80 BASECOURSE
DEPTH TO
8 sls g E/R 8 8
NATURAL SURFACE |§ sis S 8] 8 S s
DESIGN HEIGHT § B/N 8g 8/8 8 8 Zz
s s/s s s/s S s
s 8/8 s s/s s &
1in4 BATTER
NATURAL SURFACE |& sls B 8/8 8 8
s 8/8 s §|s s &
CHAINAGE 2 2 8/2 8 &
z als 3 s|2 2 g
DRIVEWAY 2 LONG SECTION
HORIZONTAL SCALE 1:100
VERTICAL SCALE 1:50
North Point J Approved lo ceavineay og Cea nex}
My
ii a
‘ADAM BROUGHTON RPEQ 8915 as
For and on behalf of RECOR Pty Ltd. ENVIRONMENT © #4 Be S|
N Scale 10 0 70 ENGINEERING & PROJECT SERVICES
SCALE (metres) SUNSHINE COAST | BRISBANE
B | 10.07.24 | ISSUE FOR CONSTRUCTION AB MP 1 ol 50 (FULL SIZE) 5 www.recor.au | ABN 89 647 469 707
A. | 23.04.24 | ISSUE FOR OPW APPROVAL DK AB SCALE i © (metres) COPYRIGHT © Ths crawing subject o copysightin accordance withthe agreement between RECOR Ply Lis and RECOR’S
72100 (FULL SIZE) Chen. This raving shal ony be used forth specie projet. Ths drawing shal not be use for construction ant marked as
Rev | Date Revision Description Drawn | Check DO NOT SCALE, IF IN DOUBT ASK "sued For Construction n the revision description

 

 

 

 

 

 

 

 

Project Address

522 COOROY MOUNTAIN RD
ICOOROY MOUNTAIN

Title

DRIVEWAY LONGITUDINAL AND TYPICAL SECTIONS

 

Client Details

TRAVIS MCCARTHY

 

 

 

 

Project Name Sheet Size
PROPOSED DRIVEWAY UPGRADE Al
Project Number Drawing Number Revision
20210080 C030 B