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Approved Plans - OPW21-0256
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn PROPOSED SUBDIVISION ESTATE
at 108 BLACK MOUNTAIN RANGE ROAD,
BLACK MOUNTAIN -
EXISTING WINERY APPROVED PLAN
for TOTAL CONCEPT HOMES OPW21/0256
NOOSA COUNCIL
2 NOVEMBER 2021
-
58
RP900861
55
57 56 RP900862
RP900861 RP900862
60
62 RP900861
RP900860
CU
DG
E RIE
DR
IV E
8
RP849521
RP900862
9
SP165483 49
5 RP900862
RP224449
48 Job : A6578/20 DRAWING SCHEDULE July 2020
RP900861
DRAWING No. DESCRIPTION
4 37
RP184308 RP900860
38 47
RP900860 RP900861
46
A6578/20/L01 LOCALITY PLAN
RP900861
39 45
A6578/20/L02 EXISTING FEATURES PLAN
RP900861 RP900861
44
RP900863 43
RP900863
A6578/20/ES01 EROSION AND SEDIEMNT CONTROL PLAN
1
RP223018 A6578/20/ES02 EROSION AND SEDIEMNT CONTROL NOTES
A6578/20/ES03 EROSION AND SEDIMENT CONTROL DETAILS
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1
RP845247 40
RP900863
A6578/20/R01 ROADWORK LAYOUT PLAN
2
A6578/20/R02 ROADWORK LONGITUDINAL SECTION
RP223018
A6578/20/R03 ROADWORK CROSS SECTIONS
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>
A6578/20/R04 ROADWORKS CONCRETE DETAILS
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>
BUILDING
| | ENVELOPE
2
234
SP110906
| |
9
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1
2
RP131369 TOTAL PLANS in SET = ____
| | PROPOSED
SITE 233 236
237
SP110906
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235 SP110906
SP110906 SP110906
2
4 RP908513
SP140166
3
RP131369
O AD 232
SP110906
G ER TAL
LOW
AN
36
3 RP897845
RP905432
OOD
AI NR PLA 35
RP DESCRIPTION
CE RP897846
NT
M OU LOT 2 RP131369
ACK 116
RP840238
20
RP897845 21
RP897845 23
24
RP897845
25
RP897846
34
BL
22 RP897845 RP897846
RP897845
26
RP897846
19
RP897845
27
RP897846
0 50 100 150 200 250 Meters
LOCALITY PLAN
SCALE 1:2500 (A1), 1:5000 (A3)
SCALE 1:2500 (A1), 1:5000 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 LOCALITY PLAN
FOR APPROVAL Date: July 2020 26 Memorial Avenue, Cotton Tree PROPOSED SUBDIVISION ESTATE
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]
at 108 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
DRAWING No:
A6578/20/L01 B 1 of 2
STEPHEN ROBERTS
B
A
31/08/2021
16/08/2021
ISSUE FOR APPROVAL
ISSUE FOR APPROVAL
S.T.
S.T.
S.R.
S.R.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for TOTAL CONCEPT HOMES
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6539 - L01 LAYOUT PLAN.dwg - DATE : 1/9/21 - 11:05am - XREF's: X-Base; X-Survey; X-DCDB; H-Approved-SR; H-Checked-SR Council Ref: ............
Document Set ID: 21608057
Version: 1, Version Date: 08/09/2021
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Full text of pages 2 to 4 (of 11)
Page 2
GENERAL NOTES:
1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON THE
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DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE RELEVANT
SERVICE AUTHORITY PRIOR TO COMMENCEMENT OF CONSTRUCTION TO
DETERMINE THE LOCATION AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE
CONTRACTOR SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.
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2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO
E/OH
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BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A LICENCED SURVEYOR TO THE
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\ \\ REQUIREMENTS OF THE SHIRE ENGINEER.
>
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3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL SURVEY,
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> THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION MAY BE VARIED BY
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THE SUPERINTENDENT ON SITE.
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E/OH
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>
SURVEY NOTES :
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1. SURVEY INFORMATION
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SURVEY CONTROL INFORMATION IS TO BE ESTABLISHED ON SITE AND SHALL BE
>
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SUPPLIED BYCADCON SURVEYING
. SETOUT INFORMATION SHALL NOT BE OBTAINED
\\\\
E/OH
BY SCALING FROM THESE DRAWINGS.
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>
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2. EXISTING SURVEY CONTROL STATIONS
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>
THE CONTRACTOR IS TO ENSURE THAT SURVEY CONTROL STATIONS ARE NOT
DAMAGED OR DISTURBED IN ANY WAY BY CONSTRUCTION ACTIVITIES.
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>
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2. DATUM
E/OH
//
>
//
ALL LEVELS SHOWN ON DRAWINGS ARE A.H.D. (DERIVED).
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3. EXISTING SERVICES
>
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// | |
EXISTING SERVICES LOCATIONS WHERE SHOWN ON THE DRAWINGS ARE INDICATIVE
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//
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| | | | ONLY. THE CONTRACTOR SHALL CONTACT THE RELEVANT AUTHORITIES TO
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// |
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EXISTING DRIVEWAY ACCESS | | | | ASCERTAIN THE EXACT LOCATION OF ALL EXISTING SERVICES PRIOR TO
E/OH
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|
| |
| |
COMMENCEMENT OF WORK AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO
//
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>
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| | | AVOID DAMAGE TO EXISTING SERVICES. CONTRACTOR IS TO UNDERTAKE A
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| || | | | | DIAL-BEFORE-YOU-DIG SEARCH PRIOR TO COMMENCEMENT.
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| | | | LOT 2
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| | | | | | | | 4. SITE ACCESS
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|
RP131369 THE CONTRACTOR SHALL GAIN ACCESS TO THE SITE AT LOCATIONS APPROVED BY
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E/OH
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| | THE SUPERINTENDENT.
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| | | 5. WORK BOUNDARIES
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EXISTING AT NO TIME SHALL THE CONTRACTOR ENTER ADJOINING PROPERTIES WITHOUT
| | | |
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DWELLING WRITTEN AUTHORISATION FROM THE SUPERINTENDENT.
>
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| | | E/OH
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E/OH //
//
>
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H
E/O
SURVEY SUPPLIED BY:
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>
PO Box 5774 MAROOCHYDORE BC QLD 4558
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Ph 07 5479 5311 Fax 07 5479 1289
D
Email [email protected]
H
>
E/O
OA
Web www.cadcon.com.au
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ACN 098 201 828 Part of CadCon International Pty Ltd
ER
NG
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RA
\
H
E/O
N
TAI
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-
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APPROVED PLAN
UN
OPW21/0256
MO
\
\\\
\
NOOSA COUNCIL
CK
2 NOVEMBER 2021
\ \\
BLA
\\
-
\\
\ \\
PLAN
SCALE 1:500 (A1), 1:1000 (A3)
0 10 20 30 40 50 Meters
SCALE 1:500 (A1), 1:1000 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 EXISTING FEATURES PLAN
FOR APPROVAL Date: July 2020 26 Memorial Avenue, Cotton Tree PROPOSED SUBDIVISION ESTATE
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . . Email: [email protected]
at 108 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6578/20/L02 B 2 of 2
STEPHEN ROBERTS
B
A
31/08/2021
16/08/2021
ISSUE FOR APPROVAL
ISSUE FOR APPROVAL
S.T.
S.T.
S.R.
S.R.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for TOTAL CONCEPT HOMES
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6539 - L02 EXISTING FEATURES PLAN.dwg - DATE : 31/8/21 - 2:16pm - XREF's: X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR Council Ref: ............
Document Set ID: 21608057
Version: 1, Version Date: 08/09/2021
Page 3
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LEGEND:
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FINISHED SURFACE CONTOURS
EXISTING SURFACE CONTOURS
E/OH
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PROPOSED AC SEAL PAVEMENT
>
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PROPOSED GRAVEL TRANSITION
>
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E/OH
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>
ROADWORKS NOTES:
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\\\\
>
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PROPOSED LEVEL SPREADER FOR TANK OVERFLOW 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEA & NOOSA
COUNCIL STANDARDS.
>
\
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PROPOSED WATER TANK
\\\\
E/OH
SIZE AND LOCATION TO BE DETERMINED
\
2. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE WITH THE
>
DURING BUILDING DESIGN ENVIRONMENTAL MANAGEMENT PLAN, AS SPECIFIED IN DRAWINGS ES01 - ES03 &
\\\\
AS DIRECTED ON SITE BY SUPERINTENDENT.
\
>
1 in 2 BATTER TO BE VEGETATED 3. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
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>
REFER LANDSCAPE DRAWINGS
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(M.D.D.R.) OF 100% STD.
FOR DETAILS BUILDING
E/OH
1510
15
//
>
ENVELOPE 4. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS (IF REQUIRED).
140
3.5m
//
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| 2
130
// |
>
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|
| | | | 5. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
| | | | | | | |
|
120
// |
| | | || SPECIFICATION.
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//
RURAL DRIVEWAY CROSS OVER | |
| | | |
110
| |
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>
AS PER IPWEA STD DWG RS-056
//
| | |
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| | | | 6. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE
E/OH
TO JOIN NEATLY TO EXISTING | |
| |
| |
| | |
100
// |
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|
CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER,
| |
>
ROAD EDGE | | | | | |
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ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE
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90
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0
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DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATES
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10
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>
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| | WITH THE INFORMATION PROVIDED ON THESE DRAWINGS.
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80 | | | | 1
20
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70
| | | | DRIVEWAY ACCESS
30
|
E/OH
60
| |
40
|
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50
|
6m
|
|
| | | CONTROL LINE CONNECT OVERFLOW PIPE
|
|
| | | | | | | |
| | | | TO LEVEL SPREADER
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| | | | | | CAP BOTH ENDS
| |
EXISTING
| | | |
| | | |
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|| | | | | | | | | | | | | | | | | | | | | | DWELLING PROVIDE 6-50Ø HOLES TO
>
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EXISTING CULVERT TO REMAIN | | | E/OH SPREAD OUTLET FLOWS
| | |
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CONTRACTOR TO CLEAN OUT | | | | | | |
E/OH
EXISTING CULVERT, ADD PRECAST
//
//
>
SLOPING HEADWALL TO EACH END
\ \\\\
H
E/O
6m 150Ø uPVC ROOFWATER
AND ENSURE IT IS FREE DRAINING
\ \\\\
GRAVEL TRANSITION FROM PROPOSED
>
ROCK GABION RETAINING
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DRIVEWAY TO EXISTING GRAVEL ACCESS OUTLET SPREADER ELEVATION
WALL 1.5m HIGH MAX
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D
NTS
H
>
E/O
OA
EXISTING POWER
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POLE TO REMAIN
ER
NG
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ROOFWATER
RA
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INLET
H
E/O
N
TAI
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UN
MO
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CK
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BLA
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RAINWATER TANK
1.0m MIN
OUTLET SPREADER
-
PLAN
APPROVED PLAN SCALE 1:500 (A1), 1:1000 (A3)
OVERFLOW PIPE
OPW21/0256
0 10 20 30 40 50 Meters
NOOSA COUNCIL MIN 5m² 150mm NOM
2 NOVEMBER 2021 SCALE 1:500 (A1), 1:1000 (A3) ROCK ON GEOFABRIC
- TYPICAL RAINWATER TANK OUTLET SPREADER
NTS
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 ROADWORK LAYOUT PLAN
FOR APPROVAL Date: July 2020 26 Memorial Avenue, Cotton Tree PROPOSED SUBDIVISION ESTATE
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . . Email: [email protected]
at 108 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6578/20/R01 C 1 of 4
C 28/09/2021 ISSUE FOR APPROVAL S.T. S.R. STEPHEN ROBERTS
B
A
31/08/2021
16/08/2021
ISSUE FOR APPROVAL
ISSUE FOR APPROVAL
S.T.
S.T.
S.R.
S.R.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for TOTAL CONCEPT HOMES
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6539 - R01 ROADWORK LAYOUT PLAN.dwg - DATE : 28/9/21 - 9:59am - XREF's: X-Base; X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR Council Ref: ............
Document Set ID: 21647149
Version: 1, Version Date: 14/10/2021
Page 4
AC ROAD PAVEMENT DETAILS
THICKNESS MATERIAL TYPE CBR (soaked)
I.P. CH 15.13 RL193.929
I.P. CH 0.00 RL194.000
30mm A.C. -- --
-- PRIMERSEAL -- --
JOIN NEATLY TO BLACK MOUNTAIN 125mm BASE COURSE 2.1 80
RANGE ROAD ROAD EDGE 125mm SUBBASE COURSE 2.2 60
EXISTING SURFACE
CH 33.208 RL 192.653
PRIMERSEAL TO COMPRISE OF A 7mm AGGREGATE AND A MINIMUM
DESIGN SURFACE
CH 43.208 RL 192.248
-1.49% COVERAGE OF 170 m²/m³
IP CH 75.70 RL191.913
CH 70.699 RL 191.965
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING
-7.
06 SOIL TESTS BY GEOTECHNICAL ENGINEER.
%
CH 80.699 RL 191.157
SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.
CH 82.571 RL 190.874
SUBSOIL DRAINAGE BOTH SIDES.
-1.03%
BASE COURSE GRAVEL TO BE SEALED WITH A HOT SPRAYED BITUMEN
IP CH 38.21 RL192.300
PRIME ([email protected] L/m2 OR EQUIVALENT) AND LEFT TO CURE FOR A
CH 97.267 RL 189.545
MINIMUM OF 14 DAYS BEFORE COMMENCING AC PAVING OPERATIONS. A
TACK COAT MUST ALSO BE APPLIED UNLESS ADVISED OTHERWISE BY
THE SUPERVISING ENGINEER.
CH 128.650 RL 188.618
IP CH 132.65 RL188.500
CH 136.650 RL 188.040
CH 138.008 RL 187.884
I.P. CH 151.14 RL187.150
CH 146.008 RL 187.304
IP CH 89.92 RL189.763
-2.95
%
IP CH 142.01 RL187.424
LOT 1 LOT 2
VERTICAL GRADES 3.82% -1.49% -7.06% -1.03% -15.12% -2.95% -11.50% -3.00%
Datum 184.000
VERTICAL CURVE VCR ???
K: ???
VCR 165.9
K: 1.7
VCR 71.0
K: 0.7
GEOMETRY VCL ??? VCL 10.000 VCL 10.000
DEPTH OF
-0.006
-0.055
0.000
0.015
0.071
0.040
0.049
0.158
0.190
0.213
0.240
0.114
0.118
0.143
0.106
0.113
0.133
0.159
0.112
0.144
0.147
0.184
0.347
0.255
0.423
0.357
0.269
0.212
0.205
0.187
0.157
0.137
0.168
0.092
0.052
CUT/FILL
194.00
194.04
193.94
193.99
191.95
194.08
194.01
193.93
193.59
193.23
192.88
192.54
192.31
192.23
192.18
192.13
192.08
192.02
191.97
191.79
191.26
190.53
189.98
189.63
189.46
189.32
189.17
189.02
188.87
188.73
188.57
188.22
187.68
187.34
187.18
EXISTING LEVELS
194.065
193.965
193.741
193.372
192.992
192.765
192.418
192.169
192.124
192.066
191.994
191.916
191.912
191.828
191.606
190.912
190.276
189.556
189.277
189.196
189.105
188.964
188.835
188.717
188.589
188.401
188.123
187.624
187.346
187.239
191.801
187.171
194.000
193.967
193.942
193.782
EXISTING LEVELS
100.000
105.000
110.000
115.000
120.000
125.000
130.000
135.000
140.000
145.000
150.000
151.824
CHAINAGE
71.683
10.940
14.336
20.000
25.000
40.000
45.000
30.000
35.000
50.000
55.000
60.000
65.000
70.000
75.000
80.000
85.000
90.000
95.000
10.000
15.000
0.000
7.804
5.000
094° 50' 44"
??? R:6.00
124° 47' 17" R:57.50 067° 38' 38"180° 00' 00" 067° 26' 32"
71.683
10.940
14.336
HORIZONTAL
7.804
???
???
???m
7.804m 3.14m
3.396m 57.35m 0.290m 0.000m 18.489m
SCALE: Hor 1:100 DRIVEWAY ACCESS
VERT 1:10
LONGITUDINAL SECTION -
APPROVED PLAN
OPW21/0256
HORIZONTAL SCALE
0 10 20 30 40 50m
1:500 A1, 1:1000 A3 NOOSA COUNCIL
2 NOVEMBER 2021
VERTICAL SCALE -
0 1.0 2.0 3.0 4.0 5.0m
1:50 A1, 1:100 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 ROADWORK LONGITUDINAL SECTION
FOR APPROVAL Date: July 2020 26 Memorial Avenue, Cotton Tree PROPOSED SUBDIVISION ESTATE
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]
at 108 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
DRAWING No:
A6578/20/R02 B 2 of 4
STEPHEN ROBERTS
B
A
31/08/2021
16/08/2021
ISSUE FOR APPROVAL
ISSUE FOR APPROVAL
S.T.
S.T.
S.R.
S.R.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for TOTAL CONCEPT HOMES
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6539 - R02 ROADWORK LONG SECTION.dwg - DATE : 1/9/21 - 10:05am - XREF's: X-Base; X-Survey; H-Approved-SR; H-Checked-SR Council Ref: ............
Document Set ID: 21608057
Version: 1, Version Date: 08/09/2021
The text continues on page 5.