Original source · versioned page text
plans
Attached to the e-mail Operational Works Application OPW22/0145 - DA form 1 - Plans - Cover letter - 26 Dayspring St SUNRISE BEACH.
Original PDF page 2, section 2. The text section number identifies this passage in the reader.
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 drawn32.313
Gully
7
- WATER METER REMAINS CONNECTED AND ASSOCIATED PIPE WORK ARE REMOVED 32.16 RL 32.156 16 TREE 0.40 m 8.0 m 9.0 m
19
BACK TO THE WATER METER.
6
Found 262°30'
32
18
FILL 0.169
53.10
.4 5,925
- TELEPHONE & DATA CABLES ARE REMOVED BACK TO SITE BOUNDARY.
5
Concrete Driveway
17 TREE 0.40 m 5.0 m 6.0 m
32.23
- OWNERS TO LOCATE, CUT AND CAP OFF THE EXISTING SEWER AND STORMWATER
31.63
WALL
.2
32.3
31.84
WALL
31.91
31
18 TREE 0.40 m 4.0 m 6.0 m
5,650
32
Timber Fence
CONNECTION POINT TO PREVENT INCIDENCE OF BUILDING MATERIALS ENTERING THOSE
25
5,200
.9
5,432.1202
OMP
9
OMP
No Mk
32
SYSTEMS AND LEAVING YOUR SITE. THESE WORKS ARE TO BE COMPLETED IN 6 19 TREE 0.40 m 4.0 m 5.0 m
.0
10 0'
SEDIMENT
4
5
ACCORDANCE WITH AS 3500 REGULATIONS AND ARE TO CLEAR THE PROPOSED RL 31.904 3.
32.0
20
CONTROL FENCE 3
21
2° 20 TREE 0.30 m 3.0 m 4.0 m
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\502700 files\502746 - Crawford\Plans\502746 Crawford_AC21.pln
3
DWELLING BY A MINIMUM OF 1.2M, OTHERWISE FURTHER CHARGES MAY APPLY. PLEASE
22
FILL 0.421
.1
29
24
No Mk
Found
32
23
NOTE IF THIS CANNOT BE ACHIEVED THE OWNER WILL NEED TO APPLY TO THE LOCAL 6 32.0
31.24
3.10 ' 21 TREE 0.40 m 4.0 m 4.0 m
3
26.187
No Mk
Found
AUTHORITIES FOR A NEW SEWER CONNECTION POINT, THESE WORKS WILL NEED TO BE
3
.9
30
31
31.52
322° V ve
31
.2
31.41
COMPLETED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 22 TREE 0.40 m 6.0 m 7.0 m
5
W 31.46 337°30' 31.64 Timber Fence 31.90 31.93 l
Va
Meter
No Mk
Found
U/G Power
- OWNER TO HAVE A PLUMBER SUBMIT A FORM 1 TO COUNCIL AND PROVIDE THE BUILDER
23 TREE 0.40 m 4.0 m 8.0 m
WITH A COPY OF THE FINAL INSPECTION CERTIFICATE, ISSUED BY COUNCIL FOR THE CAP 31.8 74
Hyd
SOLAR INVERTER .
AND SEAL INSPECTION TO ALL SERVICES. IF THIS IS NOT PROVIDED THEN FURTHER 31 24 TREE 0.40 m 5.0 m 5.0 m
H
# 22
3-PHASE SOLAR METER BOX
Outlet IL 30.64
CHARGES MAY BE APPLIED BY VARIATION FOR ADDITIONAL WORKS REQUIRED. 30.8 31.6
2
- THE OWNER(S) ARE TO INSTALL A CONDUIT FROM THE CAPPED OFF SEWER POINT TO 31.0 31.2 31.4 31.61 25 TREE 0.50 m 4.0 m 5.0 m
30.77 30.82 30.91 31.06 31.33 31.51
Roofwater
THE SURFACE AND THEN PROVIDE A DETAILED PLAN SHOWING TWO 90 DEGREE 30.67
30.62 Outlet IL 30.98
MEASUREMENTS FROM BOUNDARIES PLUS AND AN INVERT DEPTH LEVEL. THIS SHOULD EXISTING TREES TO BE REMOVED
CUT/FILL CALCULATIONS
Sewer M/H
AHD RL / m 31.076
BE PROVIDED AT THE COMPLETION OF DEMOLITION PRIOR TO BRIGHTON HOMES BY OWNER PRIOR TO
Roofwater
RL 30.84
COMMENCING ON SITE. COMMENCEMENT OF WORKS CUT VOLUME (m³) FILL VOLUME (m³)
TBM Nail in Kerb
ASBESTOS: PROVIE 1x NEW ROOFWATER OUTLET
- A SITE CLEARANCE CERTIFICATE IS REQUIRED TO BE SUPPLIED TO BRIGHTON HOMES TO BE INSTALLED BY PLUMBER 31.70 31.71
BY THE OWNER(S) PRIOR TO BRIGHTON HOMES COMMENCING WORK ON YOUR SITE.
Existing crossover which is
EXISTING DRIVEWAY SHOWN
WOLLOMIA WAY
YOUR DEMOLITION COMPANY SHOULD BE ABLE ARRANGE THIS FOR YOU. DASHED TO BE REMOVED BY
PLEASE NOTE:- OWNER PRIOR TO COMMENCEMENT
RELEVANT DOCUMENTED REPORT EVIDENCE & PICTURES FROM PARTIES CARRYING OUT to remain OF WORKS
THESE SERVICES WILL BE REQUIRED TO ENSURE THE FOLLOWING ASPECTS HAVE BEEN
COMPLETED EFFECTIVELY TO MEET BOTH OF BRIGHTON HOMES LEGAL & CONTRACT
REQUIREMENTS.
GF TOTAL AREA = 205.11m² THIS PLAN ACCEPTED BY:
GF SITE COVERAGE = 34.01%
BERM (0.3m
50 x 25 x 1000 MIN. L SANDBAGS OVERLAP
MEMBRANE TO BE BIDIM U24 ENG TH 15m MIN. HEIGHT)
STAKE OR CONSTRUCTION SITE ONTO KERB
STAR PICKET OR APPROVED EQUIVALENT
0.2m EXISTING
FF TOTAL AREA = 158.58m² PLEASE NOTE: NO VARIATIONS WILL BE
FF SITE COVERGAGE = 26.30%
600
ROADWAY
150
ACCEPTED ON THIS PLAN AFTER SIGNING
GEOTEXTILE GAP BETWEEN SANDBAGS THREE LAYERS OF
BURY APPROXIMATELY 150mm
OF MEMBRANE AND TEMPORARILY
FABRIC
NO
FF
ACTS AS SPILLWAY SANDBAGS WITH SIGNATURE:
RU
50-70mm ENDS OVERLAPPED
NATURAL SURFACE BACKFILL TO RESTORE PRIOR RUNOF
F
DOWNHILL OF MEMBRANE NATURAL SURFACE LEVEL GRAVEL
NOT TO BE DISTURBED RUNOFF FROM PAD
DIRECTED TO SEDIMENTATION TRAP SANDBAG KERB INLET DATE:
SILT FENCING DETAIL TEMPORARY CONSTRUCTION EXIT SEDIMENTATION TRAP
© 2022 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND
UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.
SPECIFICATION: REVISION DRAWN CLIENT: HOUSE DESIGN: HOUSE CODE: DO NOT SCALE DRAWINGS, USE
FIGURED DIMENSIONS ONLY. CHECK
GALLERY MR JOSEPH MICHAEL CRAWFORD & MS KAREN JAYNE CRAWFORD ARIA 37 H-BBRARA10DA
Template Version: 21.029
1 CONSOLIDATED TENDER PLANS RLA 2022.05.16 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2022 26 DAYSPRING STREET, SUNRISE BEACH QLD 4567 EMERSON F-BBRARA10EMSNA TO THE DRAFTING OFFICE.
502746
LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
57 / NA / CP N21851 NOOSA SHIRE COUNCIL SITE PLAN 1:250 2 / 17 1:250
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.