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DA plans · MCU26/0104
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
Last Published: Friday, 26 June 2026 4:16 PM
REFER TO SHEET 1 (COVER SHEET) FOR
ALL BUILDING INFORMATION REGARDING:
- SUSTAINABILITY REQUIREMENTS
CLIENT TO REMOVE TREES, STUMPS INCLUDING ROOTS, MULCH & UNDERGROWTH
AND SLASH/SCRAPE LONG GRASS FROM THE BUILDING AREA. WHERE STUMPS
HAVE BEEN REMOVED THE GROUND IS TO BE FILLED AND COMPACTED.
OVERHEAD POWER LINES ARE PRESENT BAL-12.5 BUSHFIRE REQUIREMENTS
SEE SHEET 1 (COVER SHEET) FOR DETAILS
- SITE CLASSIFICATION
- GENERAL BUILDING INFORMATION SITE CLASSIFICATION P. SOIL SURFACE AS PER STA CONSULTING ENGINEERS
ES 266785, DATED 25TH FEBRUARY 2026.
179°18'30"
REFER TO WATER MANAGEMENT PLAN APPROX. 1200-1500mm UNCERTIFIED FILL ON SITE
246.59
FOR ALL ROOF COLLECTION, SURFACE NO ROCK ENCOUNTERED AT TIME OF SITE INVESTIGATION
DRAINAGE CONNECTIONS AND WERE TREES IDENTIFIED WITHIN THE ZONE OF INFLUENCE OF THE PROPOSED
DISCHARGE SYSTEMS. BUILDING FOOTPRINT - NO
IS THE SITE SUBJECT TO MARINE/COASTAL FALLOUT - NO
DRIVEWAY AND RETAINING WALLS BY
OWNER UNLESS NOTED OTHERWISE IN OWNER SHALL INSTALL AND MAINTAIN AN ALL-WEATHER ACCESS ROAD TO &
THE CONSOLIDATED TENDER AND/OR WITHIN THE PROPERTY BOUNDARIES AND UP TO THE BUILDING SITE, SUITABLE FOR
COLOUR SELECTIONS DOCUMENTATION. ARTICULATED VEHICLES FOR CONSTRUCTION PURPOSES TO THE SATISFACTION OF
THE BUILDER. IT IS THE OWNER'S RESPONSIBILITY FOR THE ONGOING
137,790 OMP
138,240 WALL
PROPOSED TREES BY OWNER AFTER MAINTENANCE OF THE INSTALLED ACCESS ROAD.
HANDOVER UNLESS NOTED OTHERWISE
IN THE TENDER DOCUMENTATION.
NO ADDITIONAL EARTHWORKS TO BE
APPROX. CUT/FILL UNDERTAKEN UNDER ANY CIRCUMSTANCES
CUT 0.00m³ 0.00t PRIOR TO PLUMBING FINAL AND HANDOVER
FILL (MAX 524mm) 237.40m³ 534.15t
DIFFERENCE 237.40m³ 534.15t PAD RL CRITICAL @ 3165mm DUE TO MINIMUM
534 TONNES OF IMPORT FILL AHD REQUIREMENT MINIMUM HABITABLE FLOOR
ASCONS LEVEL FOR FLOODING = 3500mm AHD
SEWER
SL:??.??? 0.60
3
0.5
IL:??.???
HSTP
0.6
3
0.6
DEPTH: ?.???
0.62
2.39
2
2.9
2.5
5
0.6
2.4 5
TBM 2 Nail
7
2.70
2.5
4
To
p
of
Bottom of
Ba
nk
in Dumpy
2.695 RL
PROVIDE A BRIGHTON HOMES SEPTIC SYSTEM AND 2 X 22,500LT IN-GROUND CONCRETE RAINWATER TANK PACKAGE,
Bank
2.3
8
3.00
2.5
Tree Legend
9
INCLUDING:
0.6
2
0.62
2.6
2
A) 90MM PVC DOWNPIPES AND UPGRADED STORMWATER TO 100MM (SEWER GRADE) FOR CHARGED DOWNPIPES TO THE TANK.
2.6
2
1
2.6
2.85
0 2.6
2
B) 2 X 22,500LT LIGHT TRAFFICABLE CONCRETE WATERTANK
0.64
2.6
2.56
0
3
2.8
0.6
C) CONCRETE HSTP SYSTEM
2.8
5
S
3
2.63
137,790 OMP
138,240 WALL
2.6
9
Bottom
2.6
7
D) SUBMERSIBLE PUMP TO THE RAINWATER TANK.
of Bank
Found
Stake
NGL 2.800
4
2.81
FILL 0.365
0 NGL 2.736
Found
Stake
0.6 8
2.1 FILL 0.429 2.7
5
5
NGL 2.697
7
2.7
2.5 6
5 FILL 0.468
6
E) WATER TANK CONNECTION TO THE HOUSE.
2
6 nk
0. Ba
NGL 2.674
53,877 OMP
of
0.64
p 2.6
FILL 0.491 9
To
Ø=Trunk Dia
2.7
7
53,877 OMP
9
H
54,329 WALL
2.2
SEPTIC SYSTEM INFORMATION:
2.6
7
0.61
2.6 2.6
2.87
2.8
5 9
54,329 WALL
H=Tree Height
AIR CONDITIONING UNIT
F) LOCATION OF THE SEPTIC TANK TO BE NO MORE THAN 10.0 LINEAL METRES FROM THE HOME. 160,204 WALL
APPROX. LOCATION OF SOLAR PANELS
8
2.7 2.8
HOT WATER SERVICE 2 8
2.7 SOLAR INVERTER
2.66
160,204 WALL 7
S=Tree
9
PAD RL
LPG MOUNTING BRACKET
FILL
159,752 OMP
AND CONCRETE2.6PAD FOR
3.165 GROUND
G) BRIGHTON HOMES WILL CONNECT THE SEWER LINE TO THE SEPTIC TANK TO WITHIN 10.0 LINEAL METRES FROM HOME.
2.7
EXCHANGE BOTTLES 8 ONLY 0
(BOTTLES BY OWNER)
FLOOR FFL
0.69
159,752 OMP 3.550
3-PHASE 30-POLE
Spread
METER BOX
2.8
SEDIMENT CONTROL See the original
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