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BISHOP_250522_TENDER SET_compressed (1) · EXE25/0028
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
EXISTING VEHICLE PATH
RL 105660 RL 105500
RL 105827 LEVELS SHOWN RL 105795 SITE NOTES
RL 105695 RL 105945 RL 105820 1. GENERAL
TOW DO NOT SCALE OFF PLAN, FIGURED
DIMENSIONS TAKE PREFERENCE.
BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS ON PLAN PRIOR TO
TOW VARIES
PUMP WATER CONSTRUCTION.
TOW VARIES
SHED WATER WATER WATER TANK ALL SERVICES AND MANHOLES MUST BE
TANK TANK TANK 47750L LOCATED AND IDENTIFIED PRIOR TO CONSTRUCTION.
47750L 47750L 47750L TOW
CONTOURS AND LEVELS SHOWN ON THE
RL 108000 PLAN ARE INDICATIVE ONLY, AS SUPPLIED
FFL RL 106000 CONCRETE SLAB BY CONTOUR SURVEYOR. NO
RETAINING DESIGN RESPONSIBILITY IS TAKEN FOR ACCURACY OF LEVELS.
W ALL AS REQUIRED BY CIVIL ENGINEER 2. SITE SETOUT
LOCATION OF BOUNDARIES TO BE
10850
0 CONFIRMED BY SURVEYOR/ BUILDER PRIOR
LANDSCAPING STAIR ACCESS TO WATER 10900 TO SETOUT. IT IS RECOMMENDED THAT A
0
TANKS. CONFIRM SETOUT ON SITE. LICENSED SURVEYOR BE ENGAGED TO
NOMINAL STAIR SHOWN 167MM RISER AND
300MM WIDE TREADS, LANDINGS 750MM 10950
0
SETOUT THE BUILDING.
BETWEEN STAIR RUNS. ALL BOUNDARY CLEARANCES SHOWN TO
6M HIGH BETWEEN WATER TANK LEVEL &
TOP OF STAIR RUN
11000
0 BE VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF CONSTRUCTION. ANY
11050
0 VARIATION TO SETOUT DIMENSIONS MUST
111
REMAIN WITHIN COUNCIL REQUIREMENTS.
000 3. EARTHWORKS
EXISTING 111 GROUND LEVELS, FINISHED FLOOR LEVELS,
500 SITE WORKS AND RETAINING WALLS ARE
DRAIN FENCE
INDICATIVE ONLY AND SHALL BE CONFIRMED ON SITE PRIOR TO
SWALE EXTENT
NEW SEPTIC CONSTRUCTION.
RETAINING REQUIRED TO EXCAVATION FOR NEW BUILDING LOCATION TANK 11
ALL EARTHWORKS SHALL COMPLY WITH
PART 3.2 OF THE ABCB HOUSING PROVISIONS AND RELEVANT COUNCIL
PROPOSED DRIVEWAY. ADDITIONS AT LOWER GROUND
15
00
LEGISLATION.
11
EXISTING FENCE EXTENT
20
FLOOR LEVEL TO CONTINUE TO SOIL EROSION AND SEDIMENT CONTROL TO
00
NOMINAL 100 SQM SHOWN FOR NEW THIS EXTENT AT A MINIMUM CHICKEN COUP EXISTING BE INSTALLED BY BUILDER AS PER LOCAL
AUTHORITY REQUIREMENTS PRIOR TO
CONCRETE DRIVEWAY CONNECTION 112500
CONSTRUCTION, AND MUST BE MAINTAINED
RL 112880 IN WORKING ORDER AT ALL TIMES.
112500
4. DRAINAGE
112500 NEW DRIVEWAY CONCRETE PAD ALL SITE AND STORMWATER DRAINAGE
113000 TO VEHICLE MOVEMENT IN AND SHALL COMPLY WITH PART 3.3 OF THE ABCB HOUSING PROVISIONS , AS
1:40 CROSS FALL
RL 112880
MAX NOMINAL
EXISTING CONTOUR RL 113530
NEW DRIVEWAY CONCRETE OUT OF UNDER COVER AREA 3500 AND RELEVANT COUNCIL LEGISLATION.
4715
3.1 M WIDE MNIMUM
LEVELS NGL PAD TO VEHICLE MOVEMENT STORMWATER TO BE DISCHARGED TO
FALL NEW VEGETABLE GARDEN EXISTING COUNCIL APPROVED DISCHARGE POINT.
IN AND OUT OF GARAGE STAIRS
FALL
113 ALL ROOF STORMWATER DRAINAGE,
RETAINING REQUIRED TO 500 RL 113600
NEW VERANDAH ROOF INCLUDING DOWNPIPES/ DRAINAGE PIPES
UP
PROPOSED DRIVEWAY.
62
RL 113550
EXISTING SEPTIC TANK SHALL BE IN ACCORDANCE WITH NCC 2023 PART H2 AND QDC MP4.2.
00
5300 TO BE REMOVED RETAINING 5. DRIVEWAY
NEW VERANDAH ROOF
EXISTING WATER TANKS TO 114000 WALLS AS DRIVEWAY TO COMPLY WITH COUNCIL
EXTENT OF NEW
GARAGE ROOF COLLECTION NEW ROOF NEW DWELLING NEW DWELLING LEGISLATION, WITH 1:5 MAX. GRADIENT.
NEW VERANDAH ROOF
1:8 MAX REQUIRED DWELLING ADDTION
6. RETAINING WALLS
ON CURVE ADDITION UNDER SHOWN ADDITION
RL 114360 DASHED ALL RETAINING WALLS AND EMBANKMENTS ARE TO COMPLY WITH NCC,
2 STOREY 2 STOREY RELEVANT AUSTRALIAN STANDARDS AND COUNCIL LEGISLATION.
114 5 CAR SPA NEW
CE
E
500 RETAINING WALLS SHALL HAVE 65 Ø AG. PIPE (TO DISCHARGE TO
N
COURTYARD
PARK ZO
STORMWATER LINE) AND GRANULAR BACKFILL BEHIND.
NEW DWELLING
MAX
NEW
NEW ROOF NEW ROOF ALL RETAINING WALLS ONE METRE HIGH
NOMINAL
ADDITION STAIRS
FAL
5400
1:40 FALL
AND GREATER MUST BE DESIGNED BY A
12050 2 STOREY REGISTERED ENGINEER.
NEW CAR
L
(GARAGE UNDER) 7. LANDSCAPING
THE FINISHED GROUND IMMEDIATELY
NEW ROOF
NEW ROOF
115000
NEW VERANDAH ROOF NEW VERANDAH SURROUNDING THE RESIDENCE SHALL
NEW ROOF ROOF 113000
REMAIN 150MM BELOW THE INTERNAL
ELECTRICITY EXISTING COVERED DECK CONCRETE SLAB HEIGHT AND SHALL FALL
NEW CONCRETE AWAY FROM THE RESIDENCE AT A SLOPE OF
BOX NEW ROOF NOT LESS THAN 50MM OVER THE FIRST 1M.
DRIVEWAY TO LOWER RL 115222
LANDSCAPING MUST NOT COVER ANY
GROUND LEVEL STEP 1722 MM WEEP HOLES WITHIN THE BRICKWORK AND
NO WORKS PROPOSED
GARAGE
NEW ROOF
EXISTING DECK RL 113500 MUST NOT ALLOW TERMITES TO BRIDGE ANY
NEW ROOF
NEW POOL FENCE
VISUAL, PHYSICAL OR CHEMICAL TERMITE
NEW COVERED
BARRIER.
EXISTING GARAGE
EXISTING DWELLING EXISTING POOL TO BE RETAINED
EXISTING POOL LANDSCAPING TO
DECK
NEW ROOF POOL EXTENT
722 MM
EXISTING FENCE
STEP
NEW POOL FENCE EXTENT
NEW ROOF EXTENTS TO BE AS PER ROOF TRUSS
NEW ROOF
MANUFACTURERS & BUILDERS RECOMMENDATIONS. NEW ROOF
NEW ROOF PITCH TO MATCH EXISTING NEW COVERED DECK NEW COVERED DECK
1022 MM
STEP
EXTENSION TO GARAGE
4500
EXISTING DECK FLOOR FRAMING TO BE
RETAINED AND MADE GOOD TO ALLOW FOR NEW STAIRS EXISTING DECK TO BE RETAINED, WITH SOME
NEW FLOOR FINISH AND DECK ADDITION MINOR WORKS TO SQUARE UP TO NEW BUILDING
0 EXISTING DECK FLOOR FRAMING TO BE ADDITION EXTENT
16000 11450
RETAINED AND MADE GOOD TO ALLOW FOR
NEW FLOOR FINISH AND DECK ADDITION
EX
IS
EXTENSION TO DRIVEWAY
T
NEW STAIRS
IN
000
114
G
DR
EXISTING FENCE EXTENT NO WORKS PROPOSED
IV
EW
500
113
AY
PROPOSED SITE PLAN
1
0 0
1130
PRELIMINARY NOT FOR CONSTRUCTION
1 : 200
PRELIMINARY
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 EXISTING CONDITIONS 27/06/25 PROPOSED SITE PLAN
22/05/2025 2:28:56 PM
P2 ISSUED FOR STRUCTURAL COORD 25/02/25
USE ONLY FIGURED DIMENSIONS P3 ISSUED FOR CIVIL ENG COORD 06/03/25
N
DO NOT SCALE OF DRAWINGS. P4 REVISED ISSUE FOR STRUCT. COORD 26/03/25 Drawn: Checked: KW REV
COPYRIGHT ADRIAN RAMSAY CLIENT P5 ISSUE FOR TENDER 22/05/25
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
1 : 200 @ A2
DRAWING NUMBER
A012
P5
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
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