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Civil Engineering Plans
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Plans and drawings
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Log in to see the plans as drawn SITE PREPARATION NOTES:
· FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
NOTE: EXISTING SEWER TO BE TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
ACCURATELY LOCATED VIA VACUUM · THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
EXCAVATION & SURVEY PRIOR TO 75mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED VIA HIGH ENERGYVIBRATION
BY AN EXPERIENCED CONTRACTOR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
COMMENCMENT OF WORKS AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
S
BELOW.
APPROX. LOCATION OF EXISTING Ø150 · FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
SEWER MAIN. SEWER TO BE ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
PEW0
ACCURATELY LOCATED VIA VACUUM · PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
C
|
EXCAVATION & SURVEY PRIOR TO DETERMINED BY TESTS E6.1 OF AS1289.
2
| | | | | |
| | | | | |
| | | | | |
| | | | | | COMMENCMENT OF WORKS · ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
| | | | | |
5m SEWER SETBACK
S
| | | | | | DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
S
| | | | | |
| | | |
. OTHER APPROVED METHODS.
TEMP
S
| | | |
| | | |
R · SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
BATTE X
|
A PRIOR TO FOOTING CONSTRUCTION.
W
TEMP
. 1 IN 2M PROPOSED SEWER
R
|
BATTE X
| | | |
| | | | RELOCATION SUBJCT TO
S
D
A EARTHWORKS NOTES:
| | | |
1 IN 2M
S
S
UNITYWATER APPROVAL
| | | |
3
W PEW0
| | | |
.
TEMP
| ||
|
R
BATTE X
| |
| | S 1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
|
A
W
B 1 IN 2M
S
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
|
PE
| |
W ANCHORED SHEET PILING
D | |
02 ANCHORED SHEET PILING OF THE SITE.
| |
S
TO MANUFACTURERS
S
TO MANUFACTURERS 2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
W
|
DESIGN & CERTIFICATION.
BA URT
DESIGN & CERTIFICATION. FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
CO
|
| |
DETAILS.
| |
NK
W
| |
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
|
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
|
SIA
PROPOSED SEWER
|
S
|
- LEVEL ONE (1) SUPERVISION AND TESTING.
W
|
RELOCATION SUBJCT TO PAD RL14.8
|
1 I ATT P.
|
4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
N ER
|
B EM
UNITYWATER APPROVAL
AX
|
|
SPECIFICATION.
T
2M
D
|
W
|
S
|
|
|
|
|
S
SHEET PILING NOTES:
|
W
|
|
|
· ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
|
1 I ATT P.
|
N ER
|
B EM
AX
AND CERTIFIED BY THE SHEET PILING CONTRACTOR
|
W
|
|
S
T
2M
D
|
S · ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
|
|
PAD RL11.55
|
ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
|
S
|
W
|
REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
|
D
|
S
|
A PAD RL14.8 · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
|
PE ANCHORED SHEET PILING
|
W
|
SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
W
02 | | | | | |
|
|
|| | TO MANUFACTURERS
|
| | |
| D
| | THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
|
|
| DESIGN & CERTIFICATION.
||
|
|
|
& STRUCTURAL ENGINEER.
S
| |
|
||
PAD RL9.8
W
|
·
|
ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
| |
||
|
|
| |
|
||
CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
|
|
|
|
|
OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
|
W
D
|
|
· THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
1 I ATT P.
|
N ER
B EM
|
AX
LEGEND
S
DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
|
P
|
S
T
2M
W
M
|
|
TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
A
|
|
R
AT THE SHEET PILING CONTRACTOR'S EXPENSE.
||
PROPOSED EARTHWORKS CUT
||
· THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
| | | | | ||
METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
PROPOSED EARTHWORKS FILL - SHEET PILE INSTALLATION
PAD RL12.8 PAD RL12.30 - EXCAVATION
|
W
S
| |
100mm COMPACTED GRAVEL - ANCHOR INSTALLATION, TENSIONING & GROUTING
| |
| HARDSTAND CBR15
|
| · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK See the original
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Full text of sections 2 to 9 (of 18)
Section 2
METHOD
|
| STATEMENT
|
|
|
| 150mm CBR15 TEMPORARY PAVEMENT · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
||
|
||
||
· VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
W
| CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
|
|
S
8.90 PROPOSED EARTHWORKS LEVEL · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
W
|
|
S
|
| ''EMERALD'' BUILDING
|
|
|
| · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
W
| | ANCHORED SHEET PILING TO
|
|
| STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
|
W MANUFACTURERS DESIGN &
|
CERTIFICATION. CONSTRUCTION OPERATIONS.
|
ALL BATTER GRADIENTS
|
W
|
|
D
NOTE:
E
| |
03
TO BE CONFIRMED BY PROPOSED TOP OF BATTER
|
| | | | | | | | | | | | | | |
W
PE
|
ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
GEOTECHNICAL PROPOSED TOE OF BATTER
S
DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
W
W
D
ENGINEER'S ONSITE EXISTING SURFACE CONTOUR
W
S E EXISTING ELECTRICAL RETICULATION
S
ALL WORKS TO BE CARRIED OUT IN STRICT T EXISTING TELSTRA RETICULATION NETT EARTHWORKS VOLUMES
ACCORDANCE WITH APPROVED SETTLERS D EXISTING STORMWATER DRAINAGE
COVE NOOSA RESIDENTIAL HIGH DENSITY EARTHWORKS FILL (SOLID) = 11746m³
W EXISTING WATER RETICULATION
ENVIRONMENTAL MANAGEMENT PLAN (EMP1) EARTHWORKS CUT = 45036m³
DATED 21 JULY 2005 BY WBM OCEANICS. S EXISTING SEWER RETICULATION
STORMWATER MANHOLE / LABEL NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND. VOLUMES HAVE BEEN
0 10 20 30 40 50 CALCULATED FROM EXISTING SURFACE TO EARTHWORKS PAD LEVEL (VOLUMES
INCLUDE ADDITIONAL EXCAVATION REQUIRED FOR CBR15 MATERIAL AND
EXCAVATION FOR TEMPORARY BATTERS
SCALE 1:500 (A1), 1:1000 (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 PRELIMINARY EARTHWORKS LAYOUT
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-22-PEW01 A 1 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PEW01 EARTHWORKS LAYOUT.dwg - DATE : 5/10/22 - 2:43pm - XREF's: X-BASE; X-SURVEY; X-ARCH L2; X-ARCH L1; X-ARCH L3; X-ARCH L4; H-Approved-SH; H-Checked-SH Council Ref:
Section 3
BOUNDARY
PROPERTY
TEMP. BATTER
SERENITY CLOSE 1 IN 2MAX
BOUNDARY
PROPERTY
Ex
RL
21
EXISTING SURFACE .5
PAD RL12.8 PAD RL12.3
BIDIM A14 GEOFABRIC
PINNED TO SLOPE
8.5
RL
Ex
SECTION A
150mm COMPACTED GRAVEL HARDSTAND CBR15 PROPOSED BUILDING AND PILING
SCALE 1:200 A1 PEW01 TO STRUCTURAL ENGINEERS SPEC.
BOUNDARY
PROPERTY
SERENITY CLOSE
TEMP. BATTER
Ex 1 IN 2MAX
RL
1 9.4
EXISTING SURFACE
BOUNDARY
PROPERTY
PAD RL14.8
BIDIM A14 GEOFABRIC
PINNED TO SLOPE
PAD RL11.55
.5
150mm COMPACTED GRAVEL HARDSTAND CBR15 10
PAD RL9.8 RL
Ex
TEMP. BATTER
ANCHORED
1 IN 2MAX
SHEET PILING TO
MANUFACTURERS
BIDIM A14 GEOFABRIC DESIGN &
TEMP. BATTER
PINNED TO SLOPE CERTIFICATION.
1 IN 2MAX
SECTION B
SCALE 1:200 A1 PEW01
SERENITY CLOSE
BOUNDARY
PROPERTY
TEMP. BATTER
Ex 1 IN 2MAX
RL
2
EXISTING SURFACE 1.3
BOUNDARY
PROPERTY
BIDIM A14 GEOFABRIC PAD RL14.8
PINNED TO SLOPE 3.2
ANCHORED R L1
Ex
SHEET PILING TO
MANUFACTURERS
150mm COMPACTED GRAVEL HARDSTAND CBR15 DESIGN &
CERTIFICATION.
SECTION C
SCALE 1:200 A1 PEW01
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 PRELIMINARY EARTHWORKS SECTIONS
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL SHEET 1
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-22-PEW02 A 2 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PEW02-PEW03 EARTHWORKS SECTIONS.dwg - DATE : 5/10/22 - 2:43pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Section 4
5m (MIN)
BOUNDARY
PROPERTY
SEWER
SHEET SEWER
PILING ALIGNMENT BANKSIA AVE
S
SETBACK VARIES
5
2 2.2
RL
EXISTING SURFACE Ex
EXISTING 150dia SEWER MAIN TO
BE RELOCATED SUBJECT TO
UNITYWATER APPROVAL.
APPROX IL19.4
PAD RL14.8
ANCHORED
SHEET PILING TO
MANUFACTURERS
150mm COMPACTED GRAVEL HARDSTAND CBR15 DESIGN &
CERTIFICATION.
SECTION D
SCALE 1:200 A1 PEW01
BOUNDARY
PROPERTY
SERENITY CLOSE TEMP. BATTER
1 IN 2MAX
Ex
RL
13
.8
EXISTING SURFACE PAD RL12.8
BIDIM A14 GEOFABRIC
PINNED TO SLOPE
150mm COMPACTED GRAVEL HARDSTAND CBR15
SECTION E
SCALE 1:200 A1 PEW01
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 PRELIMINARY EARTHWORKS SECTIONS
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL SHEET 2
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
at 3-7 SERENITY CLOSE, NOOSA HEADS
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6769-22-PEW03 A 3 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PEW02-PEW03 EARTHWORKS SECTIONS.dwg - DATE : 5/10/22 - 2:43pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Section 5
LEGEND:
S
PROPOSED RAPID INFILTRATION SWALE
E
PROPOSED SIDE ENTRY PIT Y CLOS
'SAG' TO BE CONSTRUCTED SERENIT
OVER EXISTING Ø450 STW PIPE PROPOSED SEWER
RELOCATION SUBJCT TO PROPOSED DRAINAGE NETWORK
PROPOSED EMERGENCY
UNITYWATER APPROVAL
Ex
OVERFLOW PIT
S
0 2
Ø
45
S
45
xØ A
0
S
EXE 700
0
STORMWATER MANHOLE / LABEL
BA
1
W
TREE
EXISTING STORMWATER LINE 83
|
EX
3
1
| | | |
00
NSK
TO BE TAKEN UP AS
S
PROPOSED GRATED INLET / LABEL
Ø6
S
1 A
W | | | 1
1
REQUIRED
| |
1
S
| |
PROPOSED RAPID INFILTRATION | |
| |
S S PROPOSED Ø150 SEWER MAIN
IA
Ø6S00D
SWALE 'A' . 12 OFF RIP'S @ | | | |
|
W
||
|
2100dia x 2.4m DEEP. REFER | PROPOSED Ø600 EMERGENCY
2 EXISTING STORMWATER DRAINAGE
|
CO
D
|
|
|
RELIEF PIPE IN VOLUMETRIC
|
DETAIL
|
S
| 1
|
|
2
|
S
EXISTING WATER RETICULATION
1
EASEMENT W
W
Ø6
UR
|
ExØ600
|
|
00
EXISTING SEWER RETICULATION
|
S
|
T
|
3
|
W
|
|
NEW MANHOLE WITH SEALED EXISTING SURFACE CONTOUR
1
|
TREE
|
|
ES S
AT ES
PROPOSED SEWER BOLT DOWN LID
G C
259
|
3
|
M C
O FA
1
|
|
BO AF
S
|
PROPOSED
ST
|
RELOCATION SUBJCT TO W SL15.00 PROPOSED RAPID INFILTRATION
|
|
|
|
|
|
UNITYWATER APPROVAL | SWALE 'C'
CARPARK
|
|
ExØ600
|
|
|
10 OFF RIP'S @ 2100dia x 2.4m DEEP.
D
|
||
|
TREE
W
FFL15.00
| |
S
| 273
|
REFER DETAIL
|
|
EXISTING Ø6
|
STORMWATER LINE 00
S
NEW MANHOLE WITH SEALED
W
| | |
| | | | |
TO BE TAKEN UP AS BOLT DOWN LID SL14.80 | | | |
| | | |
|
| | | |
|
| | | |
REQUIRED | | | | | | | |
| | | | | | | |
W
| |
S
| | | |
D | | |
| | | |
|
S
| | | |
| | |
EXISTING SEWER TO |
NOTE - ALL RAPID
S
BE TAKEN UP 4
W
T E
LIFRVIC
SE
ExØ INFILTRATION SWALES TO BE
D
S 1
600
EXISTING
ID
4
EMERGENCY PLANTED OUT TO LANDSCAPE
1
EXISTING
VO
W
STORMWATER LINE
Ø6
EASEMENT TO BE EXISTING SEWER TO
D
OVERFLOW WEIR
TO BE TAKEN UP AS ARCHITECTS SPEC.
00
EXTINGUISHED EX5
BE TAKEN UP
S
REQUIRED EX5
1
W
1
ExØ
SE
CONNECT NEW STORMWATER
600
LINE TO EXISTING MANHOLE.
TREETREE
W
D
CLO
57 60
CONVERT TO SEALED BOLT EX6
S
EX6
1
DOWN LID
S
TREE 1
W
58
TY
7
1
7
1
ENI
EXISTING SEWER TO
BE TAKEN UP NEW 1200sq
W
GRATED PIT
SER
EXISTING Ø600 OUT SL 9.00 APPROX
W
S
OUT
ID
1
STORMWATER LINE 1
| ITE| |
|
VO
|
|
|
TO REMAIN EXISTING
||
|
|
|
U
|
| HEADWALL
|
|
| S
|
|
|
| 1
IL8.0 APPROX
|
|
| +
PROPOSED RAPID INFILTRATION
|
|
| S
|
|
W
|
SWALE 'B'
| OM
|
|
|
| |
S
10 OFF RIP'S @ 2100dia x 2.4m DEEP.
| O
W
|
S
|
R
|
|
| REFER DETAIL
|
| 22
|
|
|
|
|
W
|
EMERGENCY
|
|
|
|
|
Section 6
|
|
W
| OVERFLOW WEIR
|
|
||
|
|
W
| |
D TREE
15
EXISTING SEWER
TO REMAIN
S
W
W
D
S
W
S
0 10 20 30 40 50
SCALE 1:500 (A1), 1:1000 (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 PRELIMINARY SERVICES LAYOUT
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-22-PD01 A 1 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PD01 DRAINAGE LAYOUT.dwg - DATE : 5/10/22 - 2:44pm - XREF's: X-BASE; X-SURVEY; X-ARCH L2; X-ARCH L3; X-ARCH L1; X-ARCH L4; H-Approved-SH; H-Checked-SH Council Ref:
Section 7
EMERGENCY
EXISTING GRASSED LINED SWALE OVERFLOW
PROPERTY BOUNDARY
500mm FREEBOARD
SERENITY CLOSE TO BE DECOMISSIONED PIT
12x2100DIA RAPID INFILTRATION PITS 1500x1500 WITH
REFER DWG PD03 FOR DETAILS RAISED BOLT DOWN GRATE
PROPOSED SIDE ENTRY PIT 'SAG'
1500 1500 CONCRETE FOOTPATH
CONSTRUCTED OVER EXISTING
Ø525 STORMWATER PIPE TO EXISTING GRATED
ACCEPT ROADWAY RUNOFF PIT EX/1
HEIGHT VARIES RETAIL PLAZA RL19.70 (MIN)
FALL 2.5% WEIR LEVEL EMERGENCY OVERFLOW RESORT RETAIL /
RL19.30 TO RL19.70 OVERLAND WATER LEVEL RL19.2
ROADWAY RL19.10 APPROX GRATE RL18.85 CAFE RL18.75
GRATE FLOW PATH
RL18.80 RL18.70
EXRL18.79
1
EXISTING 3 MAX
Ø450STW PIPE
IL17.41
IL17.51
IL17.05 Ø600 EMERGENCY
2400
OVERFLOW PIPE
300
PROPOSED SEWER RELOCATION EXISTING Ø450 STW PIPE
SUBJCT TO UNITYWATER APPROVAL IL17.38 Ø600 BALANCE RL15.80
PIPES TO LINK
RIP'S
RAPID INFILTRATION SWALE 'A' TYPICAL SECTION
SCALE 1:50 A1
LEVEL 2 ROOMS
FFL 15.75 LEVEL 4 FFL 21.75
NOTE - ALL RAPID
INFILTRATION SWALES TO BE
PLANTED OUT TO LANDSCAPE
ARCHITECTS SPEC.
LEVEL 1 ROOMS
FFL 12.50
LEVEL 3 FFL 18.00 2100DIA RAPID INFILTRATION PITS
BOUNDARY REFER DWG PD03 FOR DETAILS
PROPERTY
GRATE RL17.00
RL16.60 RL16.50
COMPACTED FILL 1
3 MAX
SEWER ALIGNMENT VARIES
2100DIA RAPID INFILTRATION PITS
REFER DWG PD03 FOR DETAILS 0m TO APPROX 6.95m
RL8.95 LEVEL 2 FFL 15.0
TEMPORARY SHEET
RL8.50 RL8.50 PILING TO
GRATE
MANUFACTURERS
RL8.00 RL18.10
1 SPECIFICATION
PROPOSED BUILDING
3 MAX AND PILING TO
PROPOSED BUILDING STRUCTURAL
AND PILING TO ENGINEERS SPEC.
STRUCTURAL
ENGINEERS SPEC.
EXISTING Ø150
SEWER MAIN
IL VARIES
IL7.402 TO IL7.75
RAPID INFILTRATION SWALE 'C' TYPICAL SECTION
RAPID INFILTRATION SWALE 'B' TYPICAL SECTION SCALE 1:50 A1
SCALE 1:50 A1
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 PRELIMIANRY RAPID INFILTRATION SECTIONS
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-22-PD02 A 2 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PD02 DRAINAGE SECTIONS.dwg - DATE : 5/10/22 - 2:44pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Section 8
PLANTING TO LANDSCAPE
900sq TYPE B GALVANISED ARCH DETAILS
GRATE FIX WITH 2/M12 S/S
BOLTS.
500
500
300
1 1
300 100
3 MAX 3 MAX
100
CONVERTOR SLAB & RISER TO
MANUFACTURERS SPEC.
STEP IRONS IN ACCORDANCE
WITH AUSTRALIAN STANDARDS 2100 DIA RCP (2)
2400 MIN
REMOVABLE BIDIM A14
GEOFABRIC FILTER. 600Ø HDPE BALANCE
WEIGHT WITH ROCK PIPE LAID FLAT
SPALLS.
300
100
300
75mm BASALT ROCKSPALLS
CLEAN COARSE SAND FILTER WRAPPED IN BIDIM A14
GEOFABRIC
TYPICAL RAPID INFILTRATION PIT DETAIL
SCALE 1:20 A1
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 PRELIMIANRY RAPID INFILTRATION DETAILS
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-22-PD03 A 3 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PD03 DRAINAGE DETAILS.dwg - DATE : 5/10/22 - 2:44pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Section 9
Q100 EMERGENCY OVERFLOW PIPE
OUT/1
STRUCTURE
EX5/1
EX6/1
1/1
2/1
3/1
4/1
7/1
NAME
NEW 1200sq GRATED PIT WITH
EMERGENCY OVERFLOW PIT
NEW Ø1200 MANHOLE WITH
NEW Ø1200 MANHOLE WITH
NEW Ø1200 MANHOLE WITH
1500x1500 WITH RAISED
SEALED BOLT DOWN LID
SEALED BOLT DOWN LID
SEALED BOLT DOWN LID
EXISTING MANHOLE
BOLT DOWN GRATE
BOLT DOWN GRATE
STRUCTURE
INFILTRATION PITS
DESCRIPTION
EXISTING PIT
EXISTING PIT
LEVEL 3 TERRACE FFL19.70
LEVEL 3 RETAIL FFL18.75
LEVEL 2 CARPARK FFL15.0
EXISTING EXISTING EXISTING
PIPE SIZEmm (Class) 600(2) 600(2) 600(2) 600(2) 600 600 600
PIPE GRADE % 6.50% 7.12% 0.50% 5.50% 19.71% 0.30% 0.30%
PIPE SLOPE 1 in X 15.38 14.05 200.00 18.18 5.07 333.34 333.34
FULL PIPE FLOW VEL. (m/s) 3.67 3.67 3.67 3.67 3.67 3.67 3.67
PART FULL FLOW VEL. (m/s) 5.59 9.06
(4.45 1y) (7.04 1y)
DATUM RL 0.0
HYDRAULIC
15.121
17.231
16.148
13.631
13.281
10.095
15.430
13.034
12.670
18.769
16.828
9.100
9.806
9.580
9.298
GRADE LEVEL
PIPE FLOW 1.074 1.074 1.074 1.074 1.074 1.074 1.074
(Cumecs)
1.980
2.000
1.940
2.190
1.290
3.050
2.129
1.738
1.264
1.279
3.906
2.066
2.240
3.886
DEPTH TO INVERT
INVERT LEVEL
13.000
15.800
13.020
12.671
12.060
14.864
14.844
12.734
12.262
7.810
7.721
7.700
7.760
7.736
OF DRAIN
DESIGN SURFACE
10.000
15.000
14.000
14.800
18.850
18.750
9.000
8.990
LEVEL
STRUCTURE SETOUT
N= 80580.526
N= 80566.672
N= 80552.521
N= 80515.695
N= 80509.208
N= 80490.574
N= 80483.229
N= 80477.183
E= 8405.743
E= 8409.657
E= 8431.024
E= 8469.355
100.621 E= 8473.005
122.179 E= 8483.846
130.251 E= 8487.192
137.328 E= 8490.873
COORDINATES
(Easting/Northing))
HORIZONTAL SCALE
RUNNING
14.396
40.023
93.178
0 20 40 60 80 100m
0.000
14.396 25.627 53.155 7.443 21.558 8.072 7.077 1:1000 A1, 1:2000 A3
CHAINAGE
VERTICAL SCALE
LINE 1 0 2 4 6 8 10m
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 PRELIMINARY DRAINAGE LONG SECTION
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
at 3-7 SERENITY CLOSE, NOOSA HEADS
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6769-22-PD04 A 4 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PD04 DRAINAGE LONG SECTION.dwg - DATE : 5/10/22 - 2:44pm - XREF's: X-ARCH L4; H-Approved-SH; H-Checked-SH Council Ref:
The text continues on section 10.