Council archive · source document
SUPERSEDEDApproved Plans - OPW22-0166 · OPW22/0166
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
4
.4
13
D
13
SITE PREPARATION NOTES:
.
13
10
52
NOTE: STABILITY & INTEGRITY OF
.
D · FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
3
13
.8
EXISTING BOULDER RETAINING WALLS
0
0 2
W
SP195871 TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
.1
.9 1
13
BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
E E TO BE MONITORED & ASSESSED
7 78
W
.8 2.
T
SP m
12
· THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
0 12 1
19 t DURING EARTHWORKS & SUBGRADE
D 75mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED VIA HIGH ENERGYVIBRATION
5
.6
58 NCOMPACTION
13
BY AN EXPERIENCED CONTRACTOR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
13
95
1
7
.0
71
.3
.0 AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
.
13
13
13
13
MH D
4
72
.1 BELOW.
W
W
.
13
13
29
48
MH
T
E S · FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
.
.
13
13
W ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
D
REFER TO DRAWING #04 S E
· PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
E
W S DETERMINED BY TESTS E6.1 OF AS1289.
14
· ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
S
S D
S
E
Em DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
SP1 t S P
13
S OTHER APPROVED METHODS.
958 · SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
TEMPORARY 6m WIDE 71 MH PRIOR TO FOOTING CONSTRUCTION.
11
S
CONSTRUCTION ACCESS MH
D
10
SPA
EARTHWORKS NOTES:
7
02
12
EW
TO907-909
SWIMMING
REFER POOL
DWG
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
8
02
X
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
EW
8
OF THE SITE.
2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
15
X
FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
9
9 DETAILS.
EW 3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
0 3
X
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
6 - LEVEL ONE (1) SUPERVISION AND TESTING.
EXISTING SHEET PILING AS EW 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
14
X
02 SPECIFICATION.
PART OF STAGE 4B WORKS
100 605
13
SP305332
X
EARTHWORKS PAD SP195871 SHEET PILING NOTES:
11
13
LEVEL RL9.85 (NOM) · ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
AND CERTIFIED BY THE SHEET PILING CONTRACTOR
X
10
10 · ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
12
EW ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
7
0 3 REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
X
ALL WORKS TO BE CARRIED OUT IN STRICT · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
ACCORDANCE WITH APPROVED SETTLERS
8
SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
EARTHWORKS PAD COVE NOOSA RESIDENTIAL HIGH DENSITY THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
12
X
UP
LEVEL RL10.2 (NOM) 5 ENVIRONMENTAL MANAGEMENT PLAN (EMP1) & STRUCTURAL ENGINEER.
9
EW DATED 21 JULY 2005 BY WBM OCEANICS. · ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
02
CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
X
OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
9 · THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
SP195871
X
LEGEND TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
AD ) AT THE SHEET PILING CONTRACTOR'S EXPENSE.
K S P OM PROPOSED EARTHWORKS CUT · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
N
OR .0 (
12
X
22 A
11
HW L10 METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
|
11
65
| |
| | R T R
EA VEL - SHEET PILE INSTALLATION
EW
| |
RP mt
12
LE PROPOSED EARTHWORKS FILL
10
03 - EXCAVATION
| |
EX
| |
20
14.0
| - ANCHOR INSTALLATION, TENSIONING & GROUTING
4
|
| |
| |
150mm COMPACTED GRAVEL · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
EW HARDSTAND CBR15
7
| |
02 STATEMENT
X
| | 13
· SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
| |
| |
150mm CBR15 TEMPORARY PAVEMENT
12
| · VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
3
8
14 CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
X
13
X EW · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
02 PROPOSED BASEMENT WALL ''EMERALD'' BUILDING
10
9
X TANK/PUMP ROOM
· CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
14
X
EARTHWORKS PAD EXISTING SHEET PILING
X STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
LEVEL RL8.2 (NOM)
(NO D
M)
CONSTRUCTION OPERATIONS.
A
RL1 KS P
X POOL AREA | | | | | | | | | | | | | |
PROPOSED TOP OF BATTER
X
EARTHWORKS PAD NOTE:
0.0
606
R
X PROPOSED TOE OF BATTER
LEV THWO
12
> >
03
LEVEL RL8.2 (NOM) > > > ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
EW
EW02
X PROPOSED SWALE DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
EL
SP195871
> >
AR
X
1
EW02
2
11 E
X FINISHED SURFACE CONTOUR
> >
12
|
HABITAT PROTECTION FENCE TO BE ERECTED
||
10
PRIOR TO COMMENCEMENT OF CLEARING WORKS X > > EXISTING SURFACE CONTOUR
LOT 9 - NETT EARTHWORKS VOLUMES
||
X6
PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL
||
> > >
3m
X E EXISTING ELECTRICAL See the original
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Section 2
RETICULATION
||
RESTORATION AREA - NO ACCESS
E > > > | | | | | | | | | | | | | EARTHWORKS FILL (SOLID) = 296m³
|
X | | | |
T EXISTING TELSTRA RETICULATION
X
| | | |
7
|
9
- CO SP195871 X X X X X
8
D EXISTING STORMWATER DRAINAGE EARTHWORKS CUT = 5500m³
APPROVED PLAN N X X ALL BATTER GRADIENTS
ARE SERV 3m SHEET PILING TO EXTEND W EXISTING WATER RETICULATION
OPW22/0166 A (P ATIO 3m BEYOND RIPS TO BE CONFIRMED BY S EXISTING SEWER RETICULATION
NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND. VOLUMES HAVE BEEN
OS
CW N
CALCULATED FROM EXISTING SURFACE TO EARTHWORKS PAD LEVEL (VOLUMES
NOOSA COUNCIL P)
APPROX. 21m GEOTECHNICAL X X INCLUDE ADDITIONAL EXCAVATION REQUIRED FOR CBR15 MATERIAL AND
BUND RL9.25MIN HABITAT FENCE
5 OCTOBER 2022 ENGINEER'S ONSITE EXCAVATION FOR TEMPORARY BATTERS
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511
EARTHWORKS LAYOUT
FOR APPROVAL Date: JUNE 2021
26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/22/L9/EW01 C 1 of 3
C 23/08/2022 RFI RESPONSE SS S.H. Email: [email protected]
STEVEN HARRISON
B
A
01/07/2022
20/06/2022
EARTHWORKS VOLUMES ADDED
ISSUE FOR APPROVAL
PBL
PBL
SKH
S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6107-22-L9-EW01.dwg - DATE : 2/9/22 - 11:39am - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-ARCH STG4B BASEMENT; X-SURVEY; X-LANDSCAPECouncil Ref:
LOWER; X-LANDSCAPE UPPER; 2017008 landscape base
Document Set ID: 22095427
Version: 1, Version Date: 06/09/2022
Section 3
-
POSCW BDY
APPROVED PLAN
OPW22/0166
RP BDY
GROUND FLOOR
NOOSA COUNCIL
FFL13.8 GROUND FLOOR
REINFORCED CONCRETE POOL SHELL TO CONSERVATION FFL13.8
STRUCTURAL ENGINEER'S DESIGN AND AREA (POSCWP) 5 OCTOBER 2022
CERTIFICATION
PROPOSED RETAINING WALL AND PIERS.
1m REFER STRUCTURAL ENGINEERS DETAILS BALUSTRADING
EW PAD BASEMENT EW PAD
FFL10.4 1.0m TO ARCH SPEC.
RL10.2 (NOM) RL10.0 (NOM) EW PAD APARTMENTS
BUND RL9.85 (NOM) FFL10.05 PROPOSED RETAINING WALL. REFER
RL9.25 MIN RL9.546
POOL TW9.4 STRUCTURAL ENGINEERS DETAILS
EW PAD RL8.75
150mm COMPACTED GRAVEL RL8.2 (NOM) RL8.78
HARDSTAND CBR15 EXISTING RETAINING WALL
150mm COMPACTED GRAVEL
TEMPORARY BATTER HARDSTAND CBR15
SECTION 150mm COMPACTED GRAVEL
SECTION 5
1V IN 2H MAX 1 RL6.68
HARDSTAND CBR15 SCALE 1:100 A1 EW01
SCALE 1:100 A1 EW01
POSCW BDY
REINFORCED CONCRETE POOL SHELL TO
RP BDY
STRUCTURAL ENGINEER'S DESIGN AND
CERTIFICATION BALUSTRADING CONSERVATION GROUND FLOOR
TO ARCH SPEC. AREA (POSCWP) FFL13.8
EW PAD
RL10.0 (NOM)
ExRL9.38
EW PAD RL8.75 EXISTING RETAINING WALL FENCE/BALUSTRADING
RL8.2 (NOM) TO ARCH SPEC. PROPOSED RETAINING WALL. REFER
PROPOSED RAPID INFILTRATION PIT 5 OFF @ EW PAD APARTMENT STRUCTURAL ENGINEERS DETAILS
TEMPORARY BATTER RL9.85 (NOM) FFL10.05
1V IN 2H MAX ExRL6.77 1800dia x 2.4m DEEP. REFER DETAIL
TW9.4
SHEET PILING TO INSTALLERS DESIGN &
150mm COMPACTED GRAVEL 150mm COMPACTED GRAVEL ExRL8.60 EXISTING RETAINING WALL
SECTION 2 CERTIFICATION.
HARDSTAND CBR15
HARDSTAND CBR15
SCALE 1:100 A1 EW01
SECTION 6
ExRL7.03
SCALE 1:100 A1 EW01
PROPOSED PIERS. REFER STRUCTURAL
ENGINEERS DETAILS
3.0m
SEWER
EMT BDY
EASEMENT
RP BDY
RP BDY
GROUND FLOOR GROUND FLOOR
FFL13.8 PROPOSED RETAINING WALLS. REFER FFL13.8
STRUCTURAL ENGINEERS DETAILS
POOL ROOM TO
STRUCTURAL PROPOSED WALL & PIERS. REFER
TW12.0 ENGINEERS SPEC
TW11.5 STRUCTURAL ENGINEERS DETAILS
EW PAD BASEMENT TW10.935 EW PAD
FFL10.4 1.0m EW PAD APARTMENTS
RL10.2 (NOM) RL10.2 RL10.0 (NOM) RL10.2 PUMP ROOM RL9.85 (NOM) FFL10.05
ExRL9.72
ExRL9.33
EW PAD
150mm COMPACTED GRAVEL TEMPORARY BATTER RL8.4 RL8.2 (NOM) RL8.4 EXISTING RETAINING WALL 150mm COMPACTED GRAVEL
HARDSTAND CBR15 1V IN 2H MAX HARDSTAND CBR15
PROPOSED PIERS. REFER
80kL RAINWATER STRUCTURAL ENGINEERS EXISTING Ø150 SEWER IL7.871
SECTION 3 HARVESTING TANK L6.10 DETAILS SECTION IL VARIES
ExR 7
SCALE 1:100 A1 EW01 TO STRUCTURAL USIL11.129
SCALE 1:100 A1 EW01
ENGINEERS SPEC DSIL7.871
150mm COMPACTED GRAVEL
HARDSTAND CBR15
3.0m
STABILIZED BATTER SEWER
GROUND FLOOR BASEMENT WALL TO
BIDIM A14 GEOFABRIC EASEMENT
FFL13.8 STRUCTURAL
EMT BDY
RP BDY
PINNED TO SLOPE
RP BDY
ENGINEERS DETAILS
150mm COMPACTED GRAVEL
HARDSTAND CBR15
BALUSTRADING ExRL13.55
PROPOSED RETAINING WALL. REFER
EW PAD BASEMENT TO ARCH SPEC.
EW PAD STRUCTURAL ENGINEERS DETAILS
RL10.2 (NOM) FFL10.4 RL10.3 RL10.0 (NOM) RL10.1 EXISTING Ø150
TW9.4 SEWER IL12.3
EW PAD BASEMENT
ExRL9.13 RL10.2 (NOM) FFL10.4
IL VARIES
150mm COMPACTED GRAVEL EXISTING RETAINING WALL USIL13.55
HARDSTAND CBR15 DSIL12.297
150mm COMPACTED GRAVEL TEMPORARY
SECTION 4 ExRL6.33
HARDSTAND CBR15 BATTER 0 2 4 6 8 10
SCALE 1:100 A1 EW01 1 IN 1 MAX
SECTION 8 SCALE 1:100 (A1), 1:200 (A3)
SCALE 1:100 A1 EW01
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511
SITE SECTIONS
FOR APPROVAL Date: JUNE 2021
26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9 SHEET 1
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/22/L9/EW02 B 2 of 3
Email: [email protected]
STEVEN HARRISON
B
A
01/09/2022
20/06/2022
RFI RESPONSE
ISSUE FOR APPROVAL
SS
PBL
S.H.
S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6107-22-L9-EW02-EW03.dwg - DATE : 2/9/22 - 11:35am - XREF's: Council Ref:
Document Set ID: 22095424
Version: 1, Version Date: 06/09/2022
Section 4
-
APPROVED PLAN
OPW22/0166
RP BDY
NOOSA COUNCIL
.07
15
STAGE 4B
5 OCTOBER 2022
RL
RL15.25
Ex
GROUND FLOOR
FFL13.8
EXISTING SHEET PILING
RAMP HEIGHT VARIES
BASEMENT EW PAD
FFL10.4 RL10.2 (NOM)
150mm COMPACTED GRAVEL
HARDSTAND CBR15
SECTION 9
SCALE 1:100 A1 EW01
RP BDY
STAGE 4B
RL14.85
GROUND FLOOR
FFL13.8
Ex
RL13.65
R
L1
2.88
EXISTING SHEET PILING
BASEMENT EW PAD
FFL10.4 RL10.2 (NOM)
150mm COMPACTED GRAVEL
SECTION HARDSTAND CBR15
10
SCALE 1:100 A1 EW01
STABILIZED BATTER
BIDIM A14 GEOFABRIC
PINNED TO SLOPE
RP BDY
STAGE 4B
RL14.7
GROUND FLOOR
RL13.65 RL13.70 FFL13.8
.11
12
RL
Ex
BASEMENT EW PAD
FFL10.4 RL10.2 (NOM)
TEMPORARY BATTER
1v in 2h MAX (TO BE
CONFIRMAED BY
150mm COMPACTED GRAVEL
GEOTECH ENGINEER) SECTION 11 HARDSTAND CBR15
SCALE 1:100 A1 EW01
STABILIZED BATTER
BIDIM A14 GEOFABRIC
PINNED TO SLOPE
POSCW BDY
CONSERVATION
.79
AREA (POSCWP)
GROUND FLOOR
13
RL
FFL13.8
Ex
BASEMENT EW PAD
TEMPORARY BATTER
FFL10.4 RL10.2 (NOM)
1v in 1.5h MAX (TO BE
CONFIRMAED BY GEOTECH
ENGINEER)
150mm COMPACTED GRAVEL
HARDSTAND CBR15 0 2 4 6 8 10
SECTION 12
SCALE 1:100 A1 EW01 SCALE 1:100 (A1), 1:200 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 SITE SECTIONS
FOR APPROVAL Date: JUNE 2021 26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9 SHEET 2
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
at SERENITY CLOSE, NOOSA
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6107/22/L9/EW03 A 3 of
STEVEN HARRISON
Email: [email protected]
A 20/06/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6107-22-L9-EW02-EW03.dwg - DATE : 20/6/22 - 1:28pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Document Set ID: 22095421
Version: 1, Version Date: 06/09/2022
Section 5
W
W
SE
T
E RE LEGEND:
NI D
TY
CL
W
W
OS D
PROPOSED HEAVY DUTY CONCRETE
T
E E PAVEMENT AREA
13
PROPOSED STRUCTURAL SUSPENDED SLAB.
PROPOSED CONCRETE REFER STRUCTURAL ENGINEERS DETAILS
T
W COMMERCIAL DRIVEWAY. IN MH
ACCORDANCE WITH IPQEAQ STD
W
E
DRG RS-051 S 'B3'
5
8
PROPOSED TYPE 'B3' INTEGRAL KERB
1 3.
W
0
13.
T
MH
RL
E
RL
S
W
PROPOSED DRAINAGE NETWORK
E
S
T
E
W
0
W
PROPOSED TOP OF BATTER
.7
| | | | | | | | | | | | | |
S E
70 13
PROPOSED TOE OF BATTER
13. RL
.33
W
5.7m .50
13
S E RL 5
RL
14
RL
PROPOSED DESIGN SURFACE LEVEL
S
1:8 P
RAM
W
E
MAX
S E FINISHED SURFACE CONTOUR
DJ
.50
PRO EXISTING SURFACE CONTOUR
13
S
13
PER
TY B E
RL
FA OUN E/OH EXISTING OVERHEAD ELECTRICAL
LL DA
50
S RY EXISTING UNDERGROUND ELECTRICAL
S
E/UG
13.
RL
SJ
SJ T EXISTING TELSTRA RETICULATION
S
FALL
SJ
RL D EXISTING STORMWATER DRAINAGE
.60
13.
A
13
47 MH
3
W EXISTING WATER RETICULATION
RL
R0
RL
13. S EXISTING SEWER RETICULATION
44
.55
LL
FA
SJ
DJ
13
LL EXISTING GAS MAIN
FA
RL G
13. SJ
RL
65
60
55
EXISTING TREE
13.
13.
LL
MA 8
1 IN
RL
FA
RL SJ
RL
X
RL 13. PROPOSED STORMWATER PIT DJ
13. 6
40 5 WITH FOX GPT 'BPT600' LOCATION PROPOSED CONCRETE DOWEL JOINT
SJ
SJ
TO DISCHARGE TO PIT 1/2. REFER
RL PROPOSED CONCRETE SAWN JOINT
TO HYDRAULIC CONSULTANTS
60
13.
40
13.
SJ DETAILS
RL
6.1
m ALL KERB, KERB & CHANNEL,
WHEELSTOPS & BOLLARDS TO
15
5.5
m
BE PAINTED "SAFETY YELLOW"
'
'B3
SJ
1
MP
AX
'
'B3
5M
RA
1 IN
SJ LINE OF
.65
10
BUILDING
14
RL
OVER
65
10.
RL
MA 8
1 IN
13
X
4
10.
DJ
RL
11
13
4
10.
RL
-
APPROVED PLAN
12
OPW22/0166
NOOSA COUNCIL
5 OCTOBER 2022
LOT 9
BASEMENT
12
0 2.0 4.0 6.0 8.0 10.0m
FFL10.40
SCALE 1:100 A1, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 ROADWORKS LAYOUT
FOR APPROVAL Date: JUNE 2021 26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/22/L9/R02 A 2 of 1
STEVEN HARRISON
Email: [email protected]
A 20/06/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6107-22-L9-R02.dwg - DATE : 20/6/22 - 12:36pm - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-ARCH STG4B BASEMENT; X-SURVEY; X-LANDSCAPECouncil Ref:
LOWER; X-LANDSCAPE UPPER; 2017008 landscape base; H-Approved-SH; H-Checked-SH
Document Set ID: 21989503
Version: 1, Version Date: 04/07/2022
Section 6
D 10
W
SP195871
E
S m
ET
W
95 t N
P1 D
ALL WORKS TO BE CARRIED OUT IN STRICT
13
87 ACCORDANCE WITH APPROVED SETTLERS
1 MH D COVE NOOSA RESIDENTIAL HIGH DENSITY
W
W
T ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
MH E S
W DATED 21 JULY 2005 BY WBM OCEANICS.
D
S E
E
S
W
NOTE:
14
S
S D
S
E
Em - REFER TO HYDRAULIC CONSULTANT'S
SP1 t S DETAILS FOR ALL DOWNPIPE &
13
S
958 P STORMWATER CONNECTIONS
71 MH
S
(PLUMBING & DRAINAGE APPROVAL).
11
MH - ALL NEW BUILDING ROOFS TO BE PIPED
D TO RAINWATER HARVESTING TANKS
10
FOR EVENTS UP TO 100 YEAR ARI VIA
12
PROPOSED STORMWATER PIT SEALED PIPED NETWORK
WITH FOX GPT 'BPT600' LOCATION - RWH TANK OVERFLOW TO BE PIPED TO
X
TO DISCHARGE TO PIT 1/2. REFER 1 SOUTH RIPs VIA SEALED PIPE NETWORK
8
TO HYDRAULIC CONSULTANTS 4 FOR EVENTS UP TO 100 YEAR ARI
DETAILS - ALL BASEMENT & CARPARK
15
X
STORMWATER TO BE COLLECTED IN A
9
1 SUMP & PUMPED TO DISCHARGE OVER
2 A "FOX BPT600" GROSS POLLUTANT
X
TRAP PRIOR TO CONNECTION TO R.I.P.'S.
PROPOSED STRIP DRAIN TO BASEMENT & CARPARK DRAINAGE SUMP
CONNECT TO PIT 1/1 . REFER & PUMP DETAILS TO HYDRAULIC
14
X
HYDRAULIC CONSULTANTS CONSULTANT'S SPECIFICATIONS.
100 DRAWINGS FOR DETAILS
ALL ROOFWATER TO BE SIZED
FOR Q100 EVENT AND 605 - ALL HARDSTAND AREAS MUST ONLY
13
DISCHARGE TO RIPs AND MUST NOT
SP305332 DISCHARGE TO 80kL RAINWATER
X
00
SP195871 DISCHARGE TO RAINWATER
Ø3
11
13
HARVESTING TANK VIA SEALED HARVESTING TANK
PIPE NETWORK
00
Ø3
10
X
1
1
12
7
2
-
2
X
APPROVED PLAN
Ø2
25
8
Ø3
0 0
OPW22/0166
12
NOOSA COUNCIL
X
L9 (SOUTH)
UP
9
5 OCTOBER 2022
4437m²
X
2
1 9 2
4
SP195871
X
75 LEGEND
12 Ø3
X
22 A
11
|
PROPOSED 80kL RAINWATER
65
| |
| | PROPOSED STORMWATER DRAINAGE
| | HARVESTING TANK. TANK
RP mt
12
10
| |
OVERFLOW PIPE TO CONNECT
EX
| |
SEALED ROOFWATER PIPE NETWORK
20
| |
TO RIP VIA SEALED PIPE
14.0
|
|
| | NETWORK PROPOSED VEGETATED SWALE
7
| |
00
| |
X
3
13
Ø3
| |
|
1
|
| 12
PROPOSED OVERLAND FLOW PATH
8
Ø3
14
X
75
13
X PROPOSED BASEMENT WALL
10
9
X
14
X
150 ROCK & BIDIM BETWEEN | | | | | | | | | | | | | |
PROPOSED TOP OF BATTER
X T1
3 WALL AND EXISTING PATHWAY. PROPOSED TOE OF BATTER
X 3 > > >
4 REFER DETAIL D02
X
PROPOSED SWALE
X 606
> >
FLO NC ROUT IDE
Ø300
FINISHED SURFACE CONTOUR
W Y (> ED
X
IR 00)
OV ER T G m W
5
SP195871
9.0
> > X
WE Q1
OUT
RL
EM MEN ED 3
EXISTING SURFACE CONTOUR
m
00
X 4
11
12
> > 4
1.0
Ø|3
HABITAT PROTECTION FENCE TO BE ERECTED
CE POS
1
||
10
OUT EXISTING ELECTRICAL RETICULATION
PRIOR TO COMMENCEMENT OF CLEARING WORKS VEGETATED SWALE X > > E
ER GE
||
X6
O
1 PR
PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL EXISTING TELSTRA RETICULATION
||
X > > > Ø375
T
||
RESTORATION AREA - NO ACCESS
E > > > | | | | | | | | | | | | | D EXISTING STORMWATER DRAINAGE
|
| |
X | |
|
X
| | |
7
|
9 8 W EXISTING WATER RETICULATION
CO SP195871 X X X X X X X
N S EXISTING SEWER RETICULATION
ARE SERV
m
BUND RL9.25MIN
A (P ATIO
1.0
OS
CW N CEMENT GROUT BACK OF
P) EXISTING BOULDER RETAINING PROPOSED RAPID INFILTRATION
WALL (REFER DETAIL). REFER PITS 5 OFF @ 1800dia x 1.8m DEEP.
DETAIL D02 REFER DETAIL. SL8.75 0 4 8 12 16 20m
SCALE 1:200 A1, 1:400 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 DRAINAGE LAYOUT
FOR APPROVAL Date: JUNE 2021 26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/22/L9/D01 A 1 of 1
STEVEN HARRISON
Email: [email protected]
A 20/06/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE Council
FILENAME : a6107-22-L9-D01.dwg - DATE : 20/6/22 - 12:50pm - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-SURVEY; X-LANDSCAPE UPPER; X-LANDSCAPE LOWER; Ref:
X-ARCH STG4B BASEMENT; H-Approved-SH; H-Checked-SH
Document Set ID: 21989503
Version: 1, Version Date: 04/07/2022
Used in these records
SUPERSEDEDApproved Plans - OPW22-0166.pdfRelated documentApplication case desk ↗
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