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Proposed Earthworks - 21 Seaview Tce, Sunshine Beach - OPW24-0146 · OPW24/0146
PROPOSED BUILDING WORKS
21 SEAVIEW TERRACE, SUNSHINE BEACH
CIVIL ENGINEERING BULK EARTHWORKS
LOT 806
RP48111
APPROXIMATE
WORKS AREA
LOCALITY PLAN
NOT TO SCALE
(SOURCE:NEARMAP 2023)
JIVY CONSULTING - DRAWING INDEX
DRAWING NO. DRAWING DESCRIPTION
000 LOCALITY PLAN & COVER SHEET
100 EARTHWORKS LAYOUT PLAN
101 EARTHWORKS SECTIONS, NOTES AND DETAILS
COUNCIL:
NOOSA SHIRE COUNCIL
COUNCIL REF:
RAP23/0011
STATUS:
APPROVED WITH CONDITIONS
No. AMENDMENT DESCRIPTION DRAWN DATE
ASSOCIATED CONSULTANTS: CLIENT: STATUS: LOCALITY PLAN &
A ISSUE FOR APPROVAL KS 19/08/24
MARK AND JULIE HOGAN p: (+614) 35 566 881
COVER SHEET
q: [email protected] 21 SEAVIEW TERRACE, SUNSHINE BEACH
w: www.jivy.com.au ISSUED FOR
NOT TO SCALE
a: Logan Reserve, QLD APPROVAL SCALE AS NOTED DRAWING No. REVISION
DESIGNER KS
ALL RIGHTS RESERVED. NO REPRODUCTION UNLESS
WRITTEN CONSENT GIVEN
DATE 11/12/23
P10003_002-000 A
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Page 2
EARTHWORKS VOLUMES
LEGEND
FINSHED SURFACE LEVEL (NO BOXING) vs 3.000 - 10.000
EXISTING SURFACE LEVEL (NO STRIPPING)
2.000 - 2.999
FILLING 69.959m3
3
EXCAVATION 1138.862m 1.000 - 1.999
BALANCE - EXCAVATION 1068.903m3
0.500 - 0.999
NOTE: NO BULKING FACTORS
HAVE BEEN APPLIED 0.000 - 0.499
-0.499 - 0.000
-0.999 - -0.500
-1.999 - -1.000
1001
-2.999 - -2.000
C
1001
B
-3.000 - -10.000
EXISTING CROSSOVER (TO REMAIN)
PROPOSED STORMWATER
PROPOSED RETAINING WALL
FSL 52.37
MATCH EXISTING NSL 53.35 PROPOSED BUILDING WALL
LEVEL AT RL 55.43 FSL 52.37 FSL 52.37
NSL 52.81 DESIGN CONTOURS (MAJOR)
NSL 53.33
FSL 58.65 BLD BLD
DESIGN CONTOURS (MINOR)
NSL 57.15
BLD PROPOSED FSL 52.37 BLD PROPOSED BUILDING EXTENT
BLD
BLD
FSL 59.10 NSL 52.39
55.5
TURNING BAY
NSL 57.96
5
BLD BLD (DESIGN BY
FSL 55.50 OTHERS)
FSL 59.10 NSL 56.65
NSL 59.34 BLD BLD
FSL 59.10
BLD
PROPOSED NSL 57.94
GARDEN PROPOSED
ACE
FFL 59.10 DRIVEWAY
LOT 806
BLD
TERR
MATCH EXISTING
RP48111 LEVEL AT RL 52.34
BLD
BLD
ZERO WALL HEIGHT PROPOSED
IEW
AT RL 59.900
BUILDING
SEAV
52.00
FFL 52.40
BLD
PROPOSED
FSL 59.86
BLD
NSL 60.56 POOL MATCH TO EXISTING
RETAINING WALL AT
PROPOSED
TOP RL 52.91
53.5
PATH
PROPOSED BOTTOM RL 51.72
0
FFL 52.37
BLD
POOL AREA
BLD
FFL 59.86
54
.00
A
BLD
1001 BLD
BLD BLD
BLD BLD
BLD
BLD BLD MATCH EXISTING
BLD
BLD LEVEL AT RL 54.26
59.00
FSL 58.65
59.50
NSL 57.47
FSL 59.86
NSL 61.53 ZERO WALL HEIGHT
AT RL 59.55
NOTE:
RETAINING WALL AND BUILDING WALL
DESIGN AND CERTIFICATION BY OTHERS
No. AMENDMENT DESCRIPTION DRAWN DATE
ASSOCIATED CONSULTANTS: CLIENT: STATUS: EARTHWORKS
A ISSUE FOR APPROVAL KS 19/08/24
MARK AND JULIE HOGAN p: (+614) 35 566 881
LAYOUT PLAN
q: [email protected] 21 SEAVIEW TERRACE, SUNSHINE BEACH
w: www.jivy.com.au ISSUED FOR
0 200 400 600 800 1000mm
a: Logan Reserve, QLD APPROVAL SCALE 1:100 DRAWING No. REVISION
PRINT REDUCTION BAR | A1 SHEET
DESIGNER KS
ALL RIGHTS RESERVED. NO REPRODUCTION UNLESS
WRITTEN CONSENT GIVEN
DATE 11/12/23
P10003_002-100 A
Page 3
EARTHWORKS NOTES
1. EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITH COUNCIL APPROVED
EARTHWORKS PLANS. NO CONSTRUCTION SHOULD TAKE PLACE WITHOUT
COUNCIL APPROVAL AND/OR CONSTRUCTION ISSUE PLANS.
2. ALL LOTS TO BE GRASS SEEDED/TURFED AND FREE DRAINING TO ROOF WATER
DRAINAGE OR ROADWAY, AS REQUIRED. THE CONTRACTOR IS TO ENSURE
PONDING OF SURFACE WATER DURING CONSTRUCTION IS MINIMIZED.
3. PRIOR TO COMMENCEMENT OF EARTHWORKS, A NATA APPROVED GEOTECHNICAL
PROPOSED INSPECTION & TESTING AUTHORITY (GITA) SHALL BE ENGAGED TO UNDERTAKE
POOL AREA INSPECTION & TESTING AS REQUIRED.
FFL 59.86 4. CLEARING REQUIRED TO BE UNDERTAKEN BY THE CONTRACTOR IS TO BE
STRICTLY IN ACCORDANCE WITH A COUNCIL APPROVED VEGETATION
MANAGEMENT PLAN (IF RELEVANT), INCLUDING THE LIMITS OF ALLOWABLE
EXISTING SURFACE CLEARING, TREE PROTECTION REQUIREMENTS AND THE USE OF A FAUNA
LEVEL (E.S.L.) SPOTTER/CATCHER, AS SPECIFIED.
5. ALL FILL MATERIAL PLACED ON SITE IS TO COMPRISE OF ONLY NATURAL EARTH
NEW RETAINING WALL (DESIGN
AND ROCK AND IS TO BE FREE OF ALL CONTAMINANTS AND IN ACCORDANCE WITH
& CERTIFICATION BY OTHERS) AS3798, THE ENVIRONMENTAL PROTECTION ACT 1994 AND AS SPECIFIED BY THE
GITA
6. A NOMINAL TOPSOIL DEPTH OF 150mm MAY HAVE BEEN USED TO DETERMINE
TOPSOIL AND EARTHWORK QUANTITIES. TOPSOIL DEPTH SHALL BE CONFIRMED BY
GITA AS EARLY AS POSSIBLE. ANY CHANGES WILL AFFECT THE EARTHWORK
PROPOSED QUANTITIES PROVIDED.
BUILDING BUILDING WALL (DESIGN & 7. TOPSOIL SHALL BE STOCKPILED IN A SUITABLE LOCATION AND RESPREAD AS
PROPOSED
FFL 52.40 CERTIFICATION BY OTHERS) REQUIRED.
DRIVEWAY 8. MATERIAL TO BE PLACED IN 300mm (MAXIMUM) LAYERS AND COMPACTED TO A
MINIMUM OF 95% AS. 1289(STANDARD) OF THE MAXIMUM DRY DENSITY. THE INSITU
DENSITY OF THE FILL MATERIAL SHALL BE TESTED AT THE RATE ADVISED BY THE
GITA.
9. COMPACTION TESTING SHALL BE PERFORMED BY THE GITA.
SEAVIEW 10. BULK SURFACE CONTOURS REFLECT THE BOXED LEVELS OF DRIVEWAYS,
FINISHED SURFACE FOOTPATHS, BUILDINGS, ETC.
TERRACE LEVEL (F.S.L) 10.1. WHERE A USABLE SLAB DESIGN PLAN HAS NOT BEEN PROVIDED TO JIVY
SECTION A CONSULTING, BULK SURFACE CONTOURS WILL NOT BE PROVIDED.
10.2. IN THIS INSTANCE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INTERPOLATE
1000
BULK EARTHWORKS LEVELS FROM THE FINISHED SURFACE CONTOURS.
11. FINISHED SURFACE CONTOURS REFLECT THE FINAL LEVELS OF THE SITE
FOLLOWING ALL IMPROVEMENTS BEING CONSTRUCTED ON SITE.
12. CONTRACTOR IS TO CONFIRM ANY EXISTING SERVICES PRESENT ON SITE AND
LIAISE WITH THE RELEVANT SERVICE AUTHORITIES FOR THEIR RELOCATION/
REMOVAL WHERE REQUIRED.
13. EARTHWORKS PLANS SHOULD BE READ IN CONJUNCTION WITH EROSION &
SEDIMENT PLANS, NOTES, AND DETAIIL
14. RETAINING STRUCTURE DESIGN IS TO BE COMPLETED BY OTHERS.
EXISTING SURFACE
LEVEL (E.S.L.)
PROPOSED
BUILDING
NEW RETAINING WALL FFL 52.40
(DESIGN BY OTHERS) BUILDING WALL (DESIGN &
BUILDING WALL (DESIGN & CERTIFICATION BY OTHERS)
CERTIFICATION BY OTHERS)
FINISHED SURFACE
SECTION B LEVEL (F.S.L)
1000
EXISTING SURFACE
LEVEL (E.S.L.)
PROPOSED
DRIVEWAY
NEW RETAINING WALL (DESIGN &
CERTIFICATION BY OTHERS)
NEW RETAINING WALL FINISHED SURFACE NEW RETAINING WALL
(DESIGN BY OTHERS) LEVEL (F.S.L) (DESIGN BY OTHERS)
SECTION C
1000
No. AMENDMENT DESCRIPTION DRAWN DATE
ASSOCIATED CONSULTANTS: CLIENT: STATUS: EARTHWORKS
A ISSUE FOR APPROVAL KS 19/08/24
MARK AND JULIE HOGAN SECTIONS, NOTES AND DETAILS
p: (+614) 35 566 881
q: [email protected] 21 SEAVIEW TERRACE, SUNSHINE BEACH
w: www.jivy.com.au ISSUED FOR
0 200 400 600 800 1000mm
a: Logan Reserve, QLD APPROVAL SCALE 1:100 DRAWING No. REVISION
PRINT REDUCTION BAR | A1 SHEET
DESIGNER KS
ALL RIGHTS RESERVED. NO REPRODUCTION UNLESS
WRITTEN CONSENT GIVEN
DATE 11/12/23
P10003_002-101 A