Council archive · source document
20563-C001-C002_[A] · OPW20/0149
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
DIAL BEFORE
YOU DIG LOT 10 10m ACCESS EASEMENT OVER LOT 9 FOR THE BENEFIT LOT 9
www.1100.com.au OF LOT 10 IN ACCORDANCE WITH APPROVED PLAN BY
415.6.000
412.3 85
0.000
409.1199
405.84 2
3
0
5.784
DSQ LAND SURVEYORS DRG NO 13696-PRO-01.
11.07
3
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
420
397.03
385.735
SITE
30
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
6
27.6
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
370.73
7
3
COMO PARKING AREA AT
5
357.88
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
42.7
340.506
REAR OF HOUSE
322.634
308.750
58
291.819
73.215
110.278
60.5
92.348
274.951
128.730
147.313
256.374
167.974
239.294
186.167
222.835
204.011
KIN KIN
DRIVEWAY PAVEMENT TO GENERALLY MATCH THE
EXISTING TERRAIN, ALLOWING STORMWATER TO
SHEET FLOW ACROSS THE DRIVEWAY AS REQUIRED.
ELANDA
REFER CROSS SECTIONS ON DRG C002.
POINT
DETAIL PLAN
SCALE 1:1000
LAKE 950
3050
COOTHARABA FRONT 1200
OVERHANG WHEELBASE
FRONT
REAR
COOTHARABA B99 VEHICLE OVERHANG
GROUND CLEARANC
REAR
DRIVEWAY PROFILE E TEMPLATE AS2890.1
BOREEN
1.9% 9.5%
POINT 13.2%
15.2%
CH 420.000
CH 415.685
CH 412.399
CH 405.843
CH 397.033
LOCALITY PLAN
RL 409.112
RL 88.326
RL 88.246
RL 87.004
RL 85.517
REFER VEHICLE GROUND
CLEARANCE CHECK DETAIL
NOT TO SCALE
LOT 9
LOT 10
AS2890.1 'B99 VEHICLE' GROUND CLEARANCE CHECK
SCALE 1:50
CROSS SECTION TYPE TYPE SECTION 2 TYPE SECTION 1
13.2%
15.2%
5.286 -0.3%
5.784 2.9%
9.5%
1.9%
LOT 10 VERTICAL GEOMETRY GRADE 16.9% 18.1% 22.1% 21.1% 18.6% 13.6% 15.8% 18.6% 17.0% 16.2% 15.6% 16.5% 14.7% 13.9% 14.3% 12.9% 12.7% 12.0% 11.5% 11.2% 9.8% 6.7% 1.7% -1.8%
4.315
3.287
3.287
3.269
VERTICAL GRADE LENGTH 8.810 11.298 14.999 12.853 17.377 17.872 13.884 16.931 16.868 18.577 17.080 16.459 18.823 17.844 18.193 20.661 18.582 18.453 17.930 19.132 12.658 17.801 15.126 16.561
REFER
DETAIL
PLAN DATUM R.L. -5.00
88.326
88.246
87.932
87.500
87.004
85.517
83.473
80.164
77.456
74.222
71.797
69.597
66.454
63.592
60.581
57.917
55.201
52.439
49.952
47.344
44.683
42.324
40.111
38.044
35.899
34.657
33.473
33.220
33.513
33.530
33.360
LEVEL *
5.784
420
92.348
73.215
60.558
42.757
27.630
11.070
415.685
412.399
409.112
405.843
397.033
385.735
370.736
357.883
340.506
322.634
308.750
291.819
274.951
256.374
239.294
222.835
204.011
186.167
167.974
147.313
128.730
110.278
0
CHAINAGE
EXISTING
LOT 9
* FINAL LEVELS ARE SUBJECT TO ONSITE LONGITUDINAL SECTION
GRA
ADJUSTMENT TO SUIT EXISTING TERRAIN
VE
SCALE 1:1000
L
AC
CE
SS
AD
RO
ES
BAT
GENERAL NOTES EXISTING SERVICES
1. DO NOT SCALE DRAWINGS. 1. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 2 sections
Section 2
SUPPLIED.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE 2. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS.
CLARIFICATION OF THE DISCREPANCY. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO
SITE PLAN 4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE COMMENCING WORKS.
SCALE 1:12500 SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. 4. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT APPROPRIATE AUTHORITIES.
RELEVANT AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE
LOCAL AUTHORITY AND THE SUPERINTENDENT. EARTHWORKS / EXCAVATION
6. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. GENERAL:
2.500 7. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. 1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF
CROSSFALL TO MATCH EXISTING (MAX 5%)
8. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS EXCAVATION.
1.600 CTC OF THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO
2.500
9. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; BE UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT
CROSSFALL TO MATCH EXISTING (MAX 5%) 0.390 1.210 0.390
● CONSTRUCTION PRE-START MEETING AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL
NATURAL SURFACE NATURAL SURFACE ● SET OUT AUTHORITY AND THE ENGINEER.
● FINAL INSPECTION 3. STOCKPILES SHALL BE PROPERLY STABILISED.
10. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, 4. EARTHWORKS SHALL AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND
25mm BEDDING SAND GEOHEX PLASTIC GRID TURF CELLS FILLED WITH SITE WON MATERIAL (TYP) ADBRI MASONARY 'TURFSTONE' 5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO
APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION.
MARY RIVER SAND AND COVERED WITH TURF. TRACKS FILLED WITH MARY RIVER COMMENCEMENT OF EARTHWORKS.
100mm TYPE 2.3 SUBBASE FOUNDATION INSTALLED IN ACCORDANCE WITH 75mm TYPE 2.3 SUBBASE FOUNDATION SAND & COVERED WITH TURF. 11. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO
6. EARTHWORKS SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
J:\2020\20563SD1_Bates Road, Como - Subdivision\4.CADD\#ACAD\20563_CIVIL.dwg
MANUFACTURER'S SPECIFICATION. INSTALLED IN ACCORDANCE WITH THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
MANUFACTURER'S SPECIFICATION.
TOPSOIL:
SURVEY
NOT FOR CONSTRUCTION
TYPE SECTION 1 : START TO CH 325 TYPE SECTION 2 : CH 325 TO END 1. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).
1. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND
SEVERELY ROOT AFFECTED AREAS MUST BE REMOVED.
SCALE 1:25 SCALE 1:25 2. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with ABOUT TIME HOLDINGS P/L 299 & 619 BATES RD, COMO QLD 4571 PROPOSED ACCESS WORKS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR LOTS 9 & 10 ON RP15022 GENERAL ARRANGEMENT, DETAILS & Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION L9 & L10 RP15022 LONGITUDINAL SECTION 20563-C001
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM MGA 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.09.2020 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL20/0006 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 02.09.2020 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 1 of 2 A
Section 3
OS +1.250
RL 85.555
RL 85.430
OS -1.250
RL 63.631
OS -1.250
OS +1.250
RL 63.555
OS +1.250
RL 42.327
OS -1.250
RL 42.321
5.0%
-3.0%
-0.2%
DATUM 42.0 DATUM 63.0 DATUM 84.5
CL NSL 42.324 E 494861.974 CH 128.73 CL NSL 63.592 E 494720.470 CH 274.951 CL NSL 85.517 E 494607.981 CH 397.033
N 7101021.292 N 7101054.691 N 7101101.210
OS +1.250
RL 60.626
OS -1.250
RL 40.116
OS -1.250
RL 40.107
OS +1.250
OS +1.250
RL 60.537
RL 83.535
RL 83.415
OS -1.250
-0.3% -3.6%
4.8%
DATUM 39.5 DATUM 60.0 DATUM 83.0
CL NSL 40.111 E 494880.199 CH 110.278 CL NSL 60.581 E 494737.821 CH 256.374 CL NSL 83.473 E 494619.050 CH 385.735
N 7101018.402 N 7101048.055 N 7101098.947
OS +1.250
RL 80.210
RL 80.119
OS -1.250
RL 38.077
OS -1.250
OS +1.250
RL 38.011
RL 57.975
OS -1.250
OS +1.250
RL 57.858
3.6%
-2.6%
-4.7%
DATUM 37.5 DATUM 57.5 DATUM 79.5
CL NSL 38.044 E 494897.858 CH 92.348 CL NSL 57.917 E 494753.644 CH 239.294 CL NSL 80.164 E 494632.515 CH 370.736
N 7101015.300 N 7101041.623 N 7101092.338
RL 77.498
OS -1.250
OS +1.250
RL 77.373
RL 88.355
OS -1.250
OS +1.250
RL 88.275
OS +1.250
RL 55.205
OS -1.250
RL 55.199
OS +1.250
RL 35.921
RL 35.885
OS -1.250
-5.0%
-3.2%
-0.2%
1.5%
DATUM 35.5 DATUM 54.5 DATUM 76.5 DATUM 87.5
CL NSL 35.899 E 494916.795 CH 73.215 CL NSL 55.201 E 494769.198 CH 222.835 CL NSL 77.456 E 494643.844 CH 357.883 CL NSL 88.326 E 494591.180 CH 420
N 7101012.570 N 7101036.242 N 7101086.268 N 7101114.948
RL 74.281
OS -1.250
OS +1.250
OS +1.250
RL 34.708
RL 88.228
RL 88.216
OS -1.250
OS +1.250
RL 74.156
RL 34.583
OS -1.250
RL 52.461
OS -1.250
OS +1.250
RL 52.418
-5.0% 0.5%
5.0%
-1.7%
REFER DRG C001
DATUM 34.0 DATUM 52.0 DATUM 73.5 DATUM 87.5
TYPE SECTION 2
CL NSL 34.657 E 494929.419 CH 60.558 CL NSL 52.439 E 494787.433 CH 204.011 CL NSL 74.222 E 494659.459 CH 340.506 CL NSL 88.246 E 494592.715 CH 415.685
N 7101013.501 N 7101031.573 N 7101078.642 N 7101110.916
OS +1.250
RL 33.529
RL 33.404
OS -1.250
RL 71.830
OS -1.250
OS +1.250
RL 71.705
LOT 10
OS +1.250
OS +1.250
RL 49.957
RL 87.948
RL 49.946
OS -1.250
RL 87.902
OS -1.250
LOT 9
REFER DRG C001
TYPE SECTION 1
5.0%
-5.0%
0.5% 1.8%
DATUM 32.5 DATUM 49.5 DATUM 71.0 DATUM 87.5
CL NSL 33.473 E 494946.588 CH 42.757 CL NSL 49.952 E 494805.084 CH 186.167 CL NSL 71.797 E 494675.981 CH 322.634 CL NSL 87.932 E 494594.530 CH 412.399
N 7101018.200 N 7101028.949 N 7101071.827 N 7101108.175
RL 69.655
OS -1.250
OS +1.250
RL 69.530
OS +1.250
RL 33.250
RL 33.196
OS -1.250
OS +1.250
RL 87.536
RL 87.411
OS -1.250
OS +1.250
RL 47.347
OS -1.250
RL 47.343
-5.0%
2.2%
5.0%
-0.2%
DATUM 32.5 DATUM 47.0 DATUM 68.5 DATUM 87.0
CL NSL 33.220 E 494961.510 CH 27.63 CL NSL 47.344 E 494823.213 CH 167.974 CL NSL 69.597 E 494688.970 CH 308.75 CL NSL 87.500 E 494596.900 CH 409.112
N 7101020.677 N 7101027.418 N 7101066.927 N 7101105.898
OS +1.250
RL 44.721
RL 44.647
OS -1.250
OS +1.250
OS +1.250
RL 87.029
RL 33.514
OS -1.250
RL 33.510
RL 86.999
OS -1.250
OS +1.250
RL 66.470
OS -1.250
RL 66.441
3.0%
-0.2% -1.1% 1.2%
DATUM 33.0 DATUM 44.0 DATUM 66.0 DATUM 86.5
J:\2020\20563SD1_Bates Road, Como - Subdivision\4.CADD\#ACAD\20563_CIVIL.dwg
CL NSL 33.513 E 494978.046 CH 11.07 CL NSL 44.683 E 494843.641 CH 147.313 CL NSL 66.454 E 494704.625 CH 291.819 CL NSL 87.004 E 494599.696 CH 405.843
N 7101021.570 N 7101024.326 N 7101060.476 N 7101104.205
NOT FOR CONSTRUCTION
* FINAL LEVELS ARE SUBJECT TO ONSITE
ADJUSTMENT TO SUIT EXISTING TERRAIN
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with ABOUT TIME HOLDINGS P/L 299 & 619 BATES RD, COMO QLD 4571 PROPOSED ACCESS WORKS 1 : 50 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR LOTS 9 & 10 ON RP15022 CROSS SECTIONS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION L9 & L10 RP15022 20563-C002
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM MGA 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.09.2020 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL20/0006 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 02.09.2020 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 2 of 2 A
Used in these records
20563-C001-C002_[A].pdfRelated documentApplication case desk ↗
About this file
- File size
- 1.2 MB (small file)
- File type
No other editions are linked here.