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Attachment 2 - Civil Engineering Plans
Plans and drawings: the text below has words only, no drawings.
GENERAL NOTES
AVOCET
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
2. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR
ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR FOR THE
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ACCURACY AND COMPLETENESS OF THIS INFORMATION.
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3. LOCATION AND LEVEL OF ALL EXISTING SERVICES IS TO BE CONFIRMED PRIOR THE
COMMENCEMENT OF ANY WORKS.
4. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE
PROVIDE NEW DRIVEWAY RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS,
CROSSOVER GENERALLY IN GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS.
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ACCORDANCE WITH NSC STD
DWG RS-049 & RS-050 5. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY
APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW APPROVALS
BY COUNCIL.
6. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY
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WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT
21.189m
20.000m
NOT LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS.
15.000m
10.000m
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5.000m
0.000m
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REFER DWG 011 FOR
DRIVEWAY LONG SECTION AND
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VERTICAL CLEARANCE NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
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IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
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AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
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SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
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SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
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S PROVIDER SPECIFICATIONS AND STANDARD DETAILS
REFER TO
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ARCHITECTURALS
FOR BUILDING
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LAYOUT
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PDE
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EXTENT OF DRIVEWAY BATTER
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AT 1:6 GRADE. LOCALLY
ADJUST TO MATCH TO
EXISTING SEWER MANHOLE
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MARTI
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EXISTING DRIVEWAY WW
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MANOUEVERING AREA TO BE WW
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DEMOLISHED WW
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PROVIDE BARRIER KERB WW
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SECTION WITH KERB ADAPTOR
OUTLETS
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CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
PERMABUILD TITLE: STATUS:
U 2 6 MARTIN STREET FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
PEREGIAN BEACH, QLD 4573 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 27/09/22 ISSUE FOR APPROVAL BRP BRP SCALE:
NOOSA HEADS, QLD 4567 CPEng DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
DATE: 27/09/2022 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
20220116
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Page 2
AVOCET PDE CL
PROPERTY BDY
B99
VIP RL 8.811
VIP RL 8.787
VIP RL 8.761
VIP RL 8.56
VIP RL 8.75
VIP RL 8.6
VIP RL 8.3
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
Ground Clearance (units: m)
Part # Front Wheelbase Rear
VERTICAL GEOMETRY GRADE (%) -2.3% -8.9% 12.5% 2.5% 5% -5% -7.7% 0%
#1 0.12 0.12 0.12
VERTICAL GEOMETRY LENGTH (m) 3.09 0.45 1.52 1.5 0.48 1 5.99 7.16
DATUM RL = 3.700
FINISHED SURFACE LEVEL
8.671
8.600
8.560
8.750
8.787
8.811
8.761
8.754
8.610
8.300
8.300
8.300
EXISTING SURFACE LEVEL
8.600
8.631
8.733
8.553
8.506
8.407
8.398
8.502
8.912
9.087
9.122
CUT / FILL DEPTH
-0.000
-0.071
-0.612
-0.787
-0.822
0.017
0.234
0.306
0.354
0.356
0.108
CONTROL LINE CHAINAGE
21.189
3.085
3.535
5.053
6.553
7.035
8.035
8.128
14.03
10
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0
A1 SCALE: H 1:100, V 1:100 DRIVEWAY ACCESS
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
PERMABUILD TITLE: STATUS:
U 2 6 MARTIN STREET FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
PEREGIAN BEACH, QLD 4573 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 27/09/22 ISSUE FOR APPROVAL BRP BRP SCALE:
NOOSA HEADS, QLD 4567 CPEng DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
DATE: 27/09/2022 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
20220116
Page 3
DRAINAGE NOTES
300x300 GRATED INLET PIT
SL: 8.77m
IL: 8.45m
1. ROOF AND BUILDING DRAINAGE TO HYDRAULIC ENGINEERS SPECIFICATIONS..
2. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE MINIMUM SN8
uPVC OR APPROVED EQUIVALENT.
Ø150mm PIPE 3. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN
LENGTH: 7.6
W W GRADE: 6.2%
Ø150mm PIPE ACCORDANCE WITH AS3996.
LENGTH: 10.6
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W USIL: 8.45 GRADE: 1.0%
4. THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE AND WITHIN THE
DSIL: 7.94 USIL: 8.05 300x300 GRATED INLET PIT SITE ARE TO BE IDENTIFIED PRIOR TO ANY WORKS COMMENCING.
DSIL: 7.94 SL: 8.30m 5. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
IL: 8.05m INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE
THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
6. LOCAL SHAPING OF THE FINISHED SURFACE TO ENSURE NO LOCALISED
DEPRESSION OR AREAS OF PONDING. LEVELS TO GRADE TOWARDS INLET PITS.
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GRATED TRENCH DRAIN ACO
KLASSIKDRAIN 100 (OR EQUIVALENT)
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LEGEND
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300x300 GRATED INLET PIT NEW STORMWATER PIPE
SL: 8.30m
IL: 7.92m
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NEW STORMWATER PIT
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Ø150mm PIPE
LENGTH: 13.9 NEW TRENCH DRAIN
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GRADE: 1.0%
USIL: 7.92
DSIL: 7.79
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EXISTING SITE
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ARCHITECTURALS
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TO REMAIN
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FOR BUILDING
LAYOUT
450x450 GRATED INLET PIT
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SL: 8.30m
IL: 7.77m
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DEMOLISH EXISTING STORMWATER AND
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EXCAVATE AND REMOVE DRAINAGE.
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Ø150mm PIPE
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LENGTH: 6.0
GRADE: 3.0%
USIL: 7.77
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450x450 GRATED INLET PIT WW
SL: 7.96m WW
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IL: 7.59m WW
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2x100mm PIPE TO OUTLET WW
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LENGTH: 12.1 WW
GRADE: 0.5% WW
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USIL: 7.57 WW
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DSIL: 7.51 WW
PROVIDE DRIVEWAY WING AND BARRIER WW
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KERB SECTION WITH KERB ADAPTOR WW
OUTLETS WW
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CLIENT DETAILS: S APPROVED BY: PROJECT NAME:
PROJECT ADDRESS:
PROPOSED RESIDENTIAL DEVELOPMENT
PERMABUILD TITLE: STATUS:
U 2 6 MARTIN STREET STORMWATER DRAINAGE FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
PEREGIAN BEACH, QLD 4573 BEN PARRY PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 27/09/22 ISSUE FOR APPROVAL BRP BRP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 27/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220116 A1 01
Page 4
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MARTI
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DEVELOPED CATCHMENT
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EXISTING CATCHMENT
SITE AREA : 882.8m² LEGEND
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SITE AREA : 882.8m²
IMPERVIOUS PAVING: 77.8m²
IMPERVIOUS PAVING: 52.5m²
IMPERVIOUS PAVING
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IMPERVIOUS DRIVEWAY: 92.3m²
IMPERVIOUS DRIVEWAY: 103.9m²
IMPERVIOUS ROOF: 432..m²
IMPERVIOUS ROOF: 336.0m²
PERVIOUS AREA: 280.4m² IMPERVIOUS DRIVEWAY
PERVIOUS AREA: 390.4m²
IMPERVIOUS FRACTION: 68.2%
IMPERVIOUS FRACTION: 55.8%
IMPERVIOUS ROOF
TIME OF CONCENTRATION: 5 minutes
TIME OF CONCENTRATION: 5 minutes
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
PERMABUILD TITLE: STATUS:
U 2 6 MARTIN STREET STORMWATER CATCHMENT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
PEREGIAN BEACH, QLD 4573 BEN PARRY PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 27/09/22 ISSUE FOR APPROVAL BRP BRP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 27/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
041 20220116 A1 01