Combined Approved Plans OPW21.0202.01 · OPW21/0202.01

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FOR APPROVAL
TRIM BANK IN THIS AREA TO
ACHIEVE 300MM CLEARANCE
FOR LINE OF SIGHT
oO 4
= __ = 0 6° 3 s
sv Tota _ MY ro oe
ON RS J
AS e s
=< oe C 2 - 7
o a NP Se oe
A
1.1m
| --_ TRIM BANK IN THIS AREA TO
ACHIEVE 300MM CLEARANCE
| FOR LINE OF SIGHTI
C DO NOT SCALE, IF IN DOUBT ASK!
1.25m
a
~ B |10/12/21INFORMATION REQUESTED _|BP|MP
A [22/11/21|ISSUE FOR OPW BP |MP
Rev Date Description By Chk
6.207%
wll,
& =
QO,
RL_91.000 ar
Clearance = 5 3 8 z = % ® 8 m g
Obstruction | * + + + + * * * * + * [email protected]
SIGHT 2 a a = 8 s g x 5 2 eS 37 MARY ST NOOSAVILLE, QLD
LINE S S S ” & R m a 8 R in 07 5211 1003
Client
EXISTING S 2 = S 2 2 % . " = LISTRA PTY LTD
SURFACE = ” ” * > * * * * * Project Name
s 3 s s s 3 3 3 s s R 522 COOROY MOUNTAIN ROAD
CHAINAGE == 2 g a g g S 2 S g BS COOROY MOUNTAIN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION =
DWAY1 SSD 2 Ch 0.000 to Ch 97.030
SCALES: HORIZONTAL 1:250 VERTICAL 1:50 LINE OF SIGHT ASSESSMENT

DRIVEWAY 1 OF 2

LINE OF SIGHT EAST

 

 

Project No. Discipline Status

NOOSA COUNCIL 20210080 CWVIL OPW

Designed By Drawn By Scale

APPROVED PLAN BP BP 1:250 aan

| OPW21/0202 24 JAN 2022 cr |

 

 

 

 

 

Page 3

 

OP WORKS

 

 

FOR APPROVAL

 

 

REMOVE SMALL TREE TO
PROVIDE CLEAR LINE OF SIGHT

 

 

 

 

 

 

 

 

 

 

a DO NOT SCALE, IF IN DOUBT ASK!

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

& B |10/12/21,|INFORMATION REQUESTED __|BP|MP
A |18/11/21|ISSUE FOR OPW BP [MP
Rev Date Description By Chk

 

5.556%

a=
RL 95.600 4 ( N

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Clearance S R 8 = 2 e Ps 5 a
Obstruction | * g g + g g 2 + * [email protected]
S 3 = = 3 2 = z z 37 MARY ST NOOSAVILLE, QLD
SIGHT a 2 3 = x 2 m4 2 3 07 5211 1003
LINE ° = = = = = = = = Client
EXISTING |S i S ie 8 & < 8 g LISTRA PTY LTD
SURFACE > > = = ~ ~ — = = Project Name
g g g g g g g g @ 522 COOROY MOUNTAIN ROAD
CHAINAGE | S S S S S S S 3 COOROY MOUNTAIN
LONGITUDINAL SECTION Tile

DWAY2 SSD 1 Ch 0.000 to Ch 78.978
SCALES: HORIZONTAL 1:250 VERTICAL 1:50

LINE OF SIGHT ASSESSMENT
DRIVEWAY 2 OF 2

LINE OF SIGHT WEST

 

 

Project No. Discipline Status

NOOSA COUNCIL 20210080 CWVIL OPW

Designed By Drawn By Scale

APPROVED PLAN BP BP 1:250 aan

OPW21/0202 24 JAN 2022 fa |

 

 

 

 

Page 4

 

 

OP WORKS

FOR APPROVAL

 

 

 

 

 

 

 

 

 

 

 

 

 

.

DO NOT SCALE, IF IN DOUBT ASK!

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

& B }10/12/21,INFORMATION REQUESTED __|BP|MP
A _122/11/21ISSUE FOR OPW BP |MP
Rev Date Description By Chk

 

-5.270%

REC:<R
L_90.400 Th

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RL_95.600|R
3 & $ " 5 = S e z 3 3
Clearance |= a 3S 3 S S N 5 @ S a
Obstruction | * + eg “+ + > > + + + + [email protected]
g S 8 s 8 a 2 S + 5 a 37 MARY ST NOOSAVILLE, QLD
SIGHT z S R & S 2 8 % 4 = 6 07 5211 1003
a a oo oO mm ~ 2 a wn in st
LINE Client
EXISTING ey S So cy 3 a m an g = 3 LISTRA PTY LTD
R a Ba BR a a a a a gs &
SURFACE > Project Name
s s s s s s s s s s z 522 COOROY MOUNTAIN ROAD
CHAINAGE |S S S 3 $ 3 3 2 3 3 5 COOROY MOUNTAIN
LONGITUDINAL SECTION =
DWAY 2 SSD 2 Ch 0.000 to Ch 97.019
SCALES: HORIZONTAL 1:250 VERTICAL 1:50 LINE OF SIGHT ASSESSMENT

DRIVEWAY 2 OF 2

LINE OF SIGHT EAST

 

 

NOOSA COUNCIL “mon fom Lot
AP P ROV © D P LAN ee. oP. wo 250 (at A1)

OPW21/0202 24 JAN 2022

 

 

 

 

 

Page 5

 

0,000

   
   

TC 3.200
7

  
   
   
  

  

w€€,0S.92)

JOIN NEATLY TO
EXISTING ROAD

491

JOIN NEATLY TO 1638RP902161

EXISTING ROAD

COOROY MOUNTAIN ROAD

0.000 1

 

 

UIL 99.41
DIL 99.08
GRADE 3%

DRIVEWAY 2
CONTROL LINE

PROPOSED 375mm DIA CULVERT

PRECAST HEADWALLS
AND ROCK PROTECTION
AT INLET AND OUTLETS

UIL 97.75
DIL 97.46
GRADE 3.4%

DRIVEWAY 1
CONTROL LINE

  

EXISTING ROAD
CENTRE LINE

EXISTING EDGE OF
UNSEALED ROAD

PROPOSED
TABLE DRAIN

PROPOSED 375mm DIA CULVERT.

 
 
 
   
   
   
 
   
 
   
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

JOIN NEATLY TO
EXISTING
DRIVEWAY PROPERTY 25.076
BOUNDARY 522
9RP864130
JOIN NEATLY TO
EXISTING
DRIVEWAY
LEGEND:
— ——  _ CONTROLLINE
100 MAJOR DESIGN CONTOUR (0.5m INTERVAL)
ee MINOR DESIGN CONTOUR (0.1m INTERVAL)
—--(D)---{D)---(D)— PROPOSED STORMWATER DRAINAGE,
NOTES:
1. REFER TO DRAWING C010 FOR EXISTING FEATURES LEGEND N OOSA Cc Oo U N Cc | L
2. PROPOSED CULVERTS AND HEADWALLS TO BE
CONSTRUCTED IN ACCORDANCE WITH IPWEAQ STD DWG
Boss APPROVED PLAN
North Point. Approved ST eaTiaa Project Address: Title
522 COOROY MOUNTAIN RD GENERAL ARRANGEMENT PLAN
ICOOROY MOUNTAIN
‘ADAM BROUGHTON RPEQ 8915
For and on behalf of RECOR Pty Lid QUALITY ENVROMIENT OF S|
N Scale EN NSHING GOAST [SRISBANE (Client Details Project Name Sheet Size
B | 10.07.24 | isSUE FOR CONSTRUCTION AB MP SCALE Lepmb pet pet) (mottos) www.recor.au | ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE Al
A | 23.04.24 | ISSUE FOR OPW APPROVAL DK AB 1: 100 (FULL SIZE) COPYRIGT © Ths deawig subject opyghtin accordance wih he agresmertbeveenRECOR Py Lid an RECOR' Project Number Drawing Number Revision
‘lon. This drawing sha oly be used forth space projet. This drawing shall ot be used for constuction uti marked as
Rev | Date Revision Description Drawn | Check DO NOT SCALE, IF IN DOUBT ASK "Issued For Construction’ inthe revision description. 20210080 C020 B

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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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

 

 

 

Page 7

 

 

COOROY MOUNTAIN ROAD

 

SETOUT TABLE
PT [EASTING | NORTH. [LEVEL

 

 

2389.167 | 8220.397 | 97.968
2386.964 | 8220.051 | 98.038
2385.132 | 8218.780 | 98.101

2384,036 | 8216.837 | 98.209
2383.895 | 8214.611 | 98.428
2384.193 | 8212.789 | 98.631

2378.743 | 8217.412 | 98.352
2378.135 | 8218.891 | 98.373
2377.092 | 8220.102 | 98.478

2375,719| 8220.922] 98.600
2374.158 | 8221.267] 98.682
2380.016 | 8211.960| 98.759
2379,535 | 8214.018] 98.554
2379.051 | 8216.093] 98.393
2358.421 | 8221.368| 99.394
2356.205 | 8221.047] 99.492
2354.165 | 8220.124] 99.581
2352.461 | 8218.673| 99.716
2351.225 | 8216.806] 99.826
2350.359 | 8214.986] 99.952
2349.399 | 8212.968| 100.192
2348.177 | 8210.401] 100.585
2344.486 | 8211.982] 100.706
2344.746 | 8214.607| 100.297
2343,635 | 8217.000] 100.136
2341.462 | 8218.496] 100.277
2338,830 | 8218.680] 100.475

CONOR WD =

RVNONONUNNHNH BSB eee enna a
OAR BNHSSSCGCHANATAREWDWH AS

 

 

 

 

 

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N

 

 

 

 

 

 

North Point

[Approved

  

ADAM BROUGHTON RPEQ 8915,
For and on behalf of RECOR Pty Ltd.

  

 

NOOSA COUNCIL
APPROVED PLAN

 

OPW21/0202.01 11 MAR 2025

 

 

 

armenian cearnenay
N

QUALITY ENVIFONWENT OnE S|

 

 

10.07.24

ISSUE FOR CONSTRUCTION

AB

MP

 

23.04.24

ISSUE FOR OPW APPROVAL

Dk

AB

 

Rev

 

 

Date

 

Revision Description

 

Drawn

 

Check

 

 

Scale

1 22 3 4 «5
SCALE
1: 100 (FULL SIZE)

DO NOT SCALE, IF IN DOUBT ASK

 

(metres)

 

Wl, agen
- - ee
&, ~~ .
an mcr
ENGINEERING & PROJECT SERVICES
SUNSHINE COAST | BRISBANE.

www.recor.au | ABN 89 647 469 707

COPYRIGHT ©

 
 
 

rent between RECOR Py Lid and RECOR's
1g Shall nol be used for construction unt marked as

Project Address:

522 COOROY MOUNTAIN RD
ICOOROY MOUNTAIN

Title

DRIVEWAY SETOUT PLAN

 

[Client Details

TRAVIS MCCARTHY

 

Project Name

PROPOSED DRIVEWAY UPGRADE

‘Sheet Size

Al

 

Project Number

20210080

[Drawing Number

 

 

C033

 

Revision

B