Original source · versioned page text
Reference Dcouments RAL21-0009.02
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HAY STREET
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EXISTING EXISTING EDGE
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
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OF BITUMEN LTD
SEWER MAIN /// ///
///
RPEQ 4928
REINFORCED CONCRETE EXISTING
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OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
ACCESS DRIVEWAY
ELECTRICITY
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THIS DRAWING REMAINS THE PROPERTY OF
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/ / / PROPERTY BOUNDARY PILLAR BOX LINDSAY CONSULTING PTY LTD AND IS FOR
E
/ / / / / / / / / / / / / /
/
/
/
/ / / / /
/
/ / / / / / / /
/ THE SOLE USE OF THE CLIENT. NO PART
6 ///
MAY BE USED IN PART OR WHOLE WITHOUT
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/
ACCESS DRIVEWAY
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/
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PRIOR EXPRESS WRITTEN CONSENT OF
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3.5m
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LINDSAY CONSULTING PTY LTD
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/
CLIENT AND PROJECT DESCRIPTION
/
///
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GJ GARDNER NOOSA
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PROPOSED RESIDENTIAL
/
DEVELOPMENT
/
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PROPOSED 4.5m
4-6 HAY STREET,
/
PASSING BAY PRELIMINARY
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WIDE EASEMENT BUILDING
FOR ACCESS AND FOOTPRINT
TEWANTIN
/
SERVICES
/
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/
/
DRAWING TITLE
PROPERTY BOUNDARY
DEVELOPMENT
/
LAYOUT PLAN
/
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/ / / /
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/ /
SCALES
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/ / / / / / / /
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0 5m 10m
PROPERTY BOUNDARY
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/
Orig. 1:250
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> > >
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/
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PROPOSED INTER-ALLOTMENT
PROPOSED DRAINAGE WITHIN 1.5m WIDE EASEMENT SURVEY DATUM
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ALLOTMENT
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EXISTING BOUNDARY PRELIMINARY UP
BUILDING .
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SEWER MAIN FOOTPRINT
FUTURE EXTENSION OF
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ACCESS DRIVEWAY WITH
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ASSOCIATED CONSULTANTS
BUILDING WORKS
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REPRODUCED AND
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UPDATED FROM
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LEGEND
CONTOUR CONSULTING
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EXISTING FEATURES
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OVERALL RP BOUNDARY ENGINEERS APPROVED
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CADASTRAL EASEMENT OPW DRAWINGS FOR
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SURVEYED RP BOUNDARY PROJECT 3045 FOR OPW
CADASTRAL RP BOUNDARY 22/0218 APPROVED 31
/
> > >
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ROAD CENTRELINE / / / / / / / / / / / / / / / / / / /
OCT 2022
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PROPERTY BOUNDARY
ROAD KERB & CHANNEL
PROPOSED PVC-U TRUNK
/// /// /// ///
EDGE OF BITUMEN
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STORMWATER SEWER MAIN
D D STORMWATER DRAINAGE
LEGEND
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W W WATER RETICULATION REVISION LIST
PROPOSED FEATURES A ORIGINAL ISSUE 15/10/24
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S S SEWER RETICULATION B OVERLAND FLOW PATHS ADDED 18/12/24
RP BOUNDARY
E/OH OVERHEAD ELECTRICAL
RP EASEMENT
E E UNDERGROUND ELECTRICAL
ROAD CENTRELINE
T T TELSTRA
CONCRETE DRIVEWAY
CHANGE IN GRADE
RETAINING WALL (MAX 1000mm HIGH) -
BUILDING REFERENCE DOCUMENT
> > > DRAINAGE SWALE
/ / / FENCE RAL21/0009.02
EARTHWORKS BATTERS
RETAINING WALL NOOSA COUNCIL Computer File
STORMWATER DRAINAGE 240608OW.DWG
12 NATURAL CONTOUR
22 JANUARY 2025 DRAWING NUMBER SHEET REV.
DESIGN CONTOUR
24-0608-C3 3 B
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Page 2
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EARTHWORKS QUANTITIES
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TOPSOIL STRIPPING: 187m
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EARTHWORKS CUT: 5m
FILL REQUIRED: 768m
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IMPORT: 763m
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EXISTING
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NOTES:
HAY STREET
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1. VOLUMES. SEWER MAIN
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
2. ASSUMED SITE STRIP AT 100mm THICK.
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3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
EXISTING EDGE LTD
A
S
LEVELS AFTER "SITE STRIP" AND EARTHWORKS / SUBGRADE OF BITUMEN
006 PROPOSED CONCRETE SLEEPER
/// ///
///
RPEQ 4928
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
RETAINING (MAX 300mm HIGH) EXISTING
W
THIS DRAWING REMAINS THE PROPERTY OF
T
ELECTRICITY LINDSAY CONSULTING PTY LTD AND IS FOR
S
///
/ / / PROPERTY BOUNDARY PILLAR BOX THE SOLE USE OF THE CLIENT. NO PART
E
/ / / / / / / / / / / / / /
/
/
/ MAY BE USED IN PART OR WHOLE WITHOUT
/ / / / /
/
/ / / / / / / /
/ 2.0 6
PRIOR EXPRESS WRITTEN CONSENT OF
///
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/
ACCESS DRIVEWAY
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2.0
/
LINDSAY CONSULTING PTY LTD
///
///
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2.5 CLIENT AND PROJECT DESCRIPTION
///
/
/
TOW 2.77 ///
GJ GARDNER NOOSA
2.5
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BOW 2.48 ///
PROPOSED RESIDENTIAL
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TOW 2.85 TOW 2.63
/
BOW 2.56 BOW 2.37
TOW 2.50 FSL 2.11 DEVELOPMENT
BOW 2.17
4-6 HAY STREET,
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/ TOW 2.73 TOW 2.67 TEWANTIN
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PROPOSED 4.5m
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WIDE EASEMENT BOW 2.53 BOW 2.47
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FOR ACCESS AND 5.35m
B
/
SERVICES
006
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DRAWING TITLE
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2.5
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PROPOSED
BULK EARTHWORKS
/
PROPERTY BOUNDARY
RETAINING
WALL PLAN
/
/
1% MIN FALL
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2.5
/
/
/ / /
FSL 2.68 SCALES
/
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/ /
EXISTING
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/ / / / / / / /
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BUILDING TO
/
PROPERTY BOUNDARY
BE REMOVED 0 5m 10m
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Orig. 1:250
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/
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> > >
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TOW 2.50
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TOW 2.73 TOW 2.70
BOW 1.75
SURVEY DATUM
BOW 2.34 PROPOSED BOW 2.29
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ALLOTMENT PROPOSED INTER-ALLOTMENT
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EXISTING DRAINAGE WITHIN 1.5m WIDE EASEMENT .
EXISTING BOUNDARY
BUILDING TO
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BE REMOVED
SEWER MAIN PROPOSED COMMON ASSOCIATED CONSULTANTS
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RETAINING WALL WITHIN
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EASEMENT (REFER
DETAIL SHEET 6) 5.35m C REPRODUCED AND
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LL
006
FA
UPDATED FROM
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1% MIN FALL
LEGEND
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TOW 2.50 CONTOUR CONSULTING
1.5
EXISTING FEATURES BOW 1.61
PROPOSED 3m
ENGINEERS APPROVED
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OVERALL RP BOUNDARY WIDE SEWER
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EASEMENT TOW 2.50
OPW DRAWINGS FOR
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CADASTRAL EASEMENT PROPOSED CONCRETE BOW 1.77
SURVEYED RP BOUNDARY
EXISTING SLEEPER RETAINING WALL (MAX
1000mm HIGH). DESIGN AND TOW 2.50 PROJECT 3045 FOR OPW
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SHEDS TO BE
CADASTRAL RP BOUNDARY REMOVED CERTIFICATION BY OTHERS. BOW 1.54 22/0218 APPROVED 31
2.5
FSL 2.66
OCT 2022
/
ROAD CENTRELINE > > >
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ESL 2.66 / / / / / / / / / / / / /
1.5
/ / / / / /
2.0
ROAD KERB & CHANNEL LEGEND 2.5 2.0 1.5
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PROPERTY BOUNDARY
/// /// /// ///
EDGE OF BITUMEN PROPOSED FEATURES TOW 2.66 TOW 2.60 TOW 2.54 TOW 2.50
PROPOSED
BOW 2.49 BOW 2.27 BOW 1.79 BOW 1.50
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D D STORMWATER RP BOUNDARY STORMWATER
DRAINAGE
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W W WATER RETICULATION REVISION LIST
RP EASEMENT A ORIGINAL ISSUE 15/10/24
S S SEWER RETICULATION ROAD CENTRELINE B OVERLAND FLOW PATHS ADDED 18/12/24
NOOSA COUNCIL FLOOD CERTIFICATE
S
E/OH OVERHEAD ELECTRICAL CONCRETE DRIVEWAY DEFINED FLOOD LEVEL (DFE) - RL2.5m AHD PVC-U TRUNK
E E UNDERGROUND ELECTRICAL MINIMUM BUILDING FLOOR LEVEL - FFL2.8m AHD SEWER MAIN
RETAINING WALL (MAX 1000mm HIGH)
T T TELSTRA > > > DRAINAGE SWALE
RETAINING WALL NOTE:
CHANGE IN GRADE EARTHWORKS BATTERS CONCRETE SLEEPER AND GALVANISED STEEL POST, -
BUILDING PROPRIETARY RETAINING WALL. WALL HEIGHT TO BE REFERENCE DOCUMENT
STORMWATER DRAINAGE
LESS THAN 1m AND NOT REQUIRING CERTIFICATION.
/ / / FENCE WALL SHALL BE INSTALLED IN ACCORDANCE WITH
RAL21/0009.02
EARTHWORKS CUT
RETAINING WALL MANUFACTURERS SPECIFICATIONS BY A SUITABLY NOOSA COUNCIL Computer File
EARTHWORKS FILL QUALIFIED AND LICENSED TRADESPERSON.
240608OW.DWG
12 NATURAL CONTOUR
22 JANUARY 2025 DRAWING NUMBER SHEET REV.
63 DESIGN CONTOURS
24-0608-C4 4 B
Page 3
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19.00 - START OF PASSING BAY
TREE
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31.00 - END OF PASSING BAY
EXISTING
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///
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///
SEWER MAIN
HAY S
///
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
///
LTD
W
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REINFORCED CONCRETE
S
S
ACCESS DRIVEWAY EXISTING EDGE RPEQ 4928
///
/// ///
EXISTING /// OF BITUMEN OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
TC 34.500
ELECTRICITY THIS DRAWING REMAINS THE PROPERTY OF
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///
30.00
PILLAR BOX LINDSAY CONSULTING PTY LTD AND IS FOR
-4.844
20.00
10.00
0.00
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THE SOLE USE OF THE CLIENT. NO PART
///
PROPERTY BOUNDARY
E E MAY BE USED IN PART OR WHOLE WITHOUT
/ / /
E
/ / /
///
/ / / / /
/
/ / / / / / / /
/ 2.0 TBM 2
6 ///
PRIOR EXPRESS WRITTEN CONSENT OF
ACCESS DRIVEWAY
W
/ NAIL IN BITUMEN
T
LINDSAY CONSULTING PTY LTD
2.0
///
RL 1.590
///
///
4.5m
3.5m
S
S
40
CLIENT AND PROJECT DESCRIPTION
.00
///
3.9
/
///
6.5m
m ///
///
GJ GARDNER NOOSA
2.5
W
///
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6
///
R- PROPOSED RESIDENTIAL
///
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/
JOIN NEATLY AND DEVELOPMENT
SMOOTHLY TO 4-6 HAY STREET,
/
W
EXISTING BITUMEN
CT 43.920
PROPOSED 4.5m 3.0m 6.0m 3.0m TEWANTIN
S
S
WIDE EASEMENT
FOR ACCESS AND PRELIMINARY
/
SERVICES BUILDING
PASSING BAY FOOTPRINT DRAWING TITLE
W
S
2.5
S
/
3.5m
ACCESS DRIVEWAY
PROPERTY BOUNDARY
AND STORMWATER
/
50.00
DRAINAGE DETAILS
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W
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2.5
PVC-U TRUNK
/
SEWER MAIN SCALES
/
LEGEND
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53.460
W
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4.5m
EXISTING FEATURES 0 5m 10m
600x600 PROVIDE TURFED SWALE, AS
OVERALL RP BOUNDARY
/
FIELD INLET REQUIRED TO ENSURE FREE
2.5
600x600
Orig. 1:250
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DRAINING OUTLET
W
FIELD INLET CADASTRAL EASEMENT
SURVEYED RP BOUNDARY
/
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> > > CADASTRAL RP BOUNDARY
S
W
58.700
/
ROAD CENTRELINE
GROUTED STONE PITCHING
600x600 AND ENERGY DISSIPATOR ROAD KERB & CHANNEL SURVEY DATUM
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PROPOSED INTER-ALLOTMENT
FIELD INLET TO STORMWATER OUTLET
PROPOSED DRAINAGE WITHIN 1.5m WIDE EASEMENT /// /// /// ///
EDGE OF BITUMEN
S
ALLOTMENT
W
D D STORMWATER .
EXISTING BOUNDARY PRELIMINARY UP
BUILDING W W WATER RETICULATION
S
PROPERTY BOUNDARY
SEWER MAIN FOOTPRINT
ASSOCIATED CONSULTANTS
S
S S SEWER RETICULATION
W
70.00
E/OH OVERHEAD ELECTRICAL
REPRODUCED AND
S
E E UNDERGROUND ELECTRICAL
UPDATED FROM
S
T T TELSTRA
CONTOUR CONSULTING
W
1.5
CHANGE IN GRADE
ENGINEERS APPROVED
S
PVC-U WATER MAIN BUILDING
S
/ / / FENCE OPW DRAWINGS FOR
W
RETAINING WALL PROJECT 3045 FOR OPW
S
STORMWATER
DRAINAGE 12 NATURAL CONTOUR 22/0218 APPROVED 31
2.5
OVERLAND FLOW PATHS
OCT 2022
/
> > >
80.00
S
/ / / / / / / / / / / / / LEGEND
1.5
/ / / / / /
2.0
80.745 2.5 2.0 1.5 PROVIDE TURFED SWALE, AS
S
PROPERTY BOUNDARY
600x600 REQUIRED TO ENSURE FREE PROPOSED FEATURES
600x600 PROPOSED FIELD INLET DRAINING OUTLET
RP BOUNDARY
S
FIELD INLET STORMWATER GROUTED STONE PITCHING
DRAINAGE AND ENERGY DISSIPATOR RP EASEMENT REVISION LIST
S
TO STORMWATER OUTLET A ORIGINAL ISSUE 15/10/24
ROAD CENTRELINE B OVERLAND FLOW PATHS ADDED 18/12/24
S
CONCRETE DRIVEWAY
RETAINING WALL (MAX 1000mm HIGH)
> > > DRAINAGE SWALE
-
EARTHWORKS BATTERS
REFERENCE DOCUMENT STORMWATER DRAINAGE
RAL21/0009.02 63 DESIGN CONTOUR
NOOSA COUNCIL Computer File
240608OW.DWG
22 JANUARY 2025 STORMWATER STRUCTURE NUMBER DRAWING NUMBER SHEET REV.
24-0608-C6 6 B