Council archive · source document
20220620 a6107 - Civil Plan Set - FOR APPROVAL · 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.
CARPARK/ INTERNAL PAVEMENT NOTES REINFORCED CONCRETE NOTES:
· THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALTA PROJECTS STANDARD GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
SPECIFICATIONS, IPWEAQ, LOCAL AUTHORITY AND DEPARTMENT OF TRANSPORT AND MAIN AS 3600 "SAA CONCRETE STRUCTURES CODE".
SE
ROADS (DTMR) AND AUSTRALIA STANDARDS. ANY CONFLICTS SHALL BE REFERRED TO THE
RE
ENGINEER FOR CLARIFICATION. IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
· ALTA PROJECTS HAVE NOT UNDERTAKEN A RISK ASSESSMENT OF THE PROPOSED CARPARK SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
LOT 10
NIT
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).
DESIGN AND LAYOUT WITH RESPECT TO TRAFFIC OR PEDESTRIAN SAFETY, TRIP HAZARDS,
SP195871 WPHS REQUIREMENTS ETC. SPECIALIST ADVICE SHOULD BE SOUGHT IN THIS REGARD.
AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.
Y
MATERIALS FOR USE WITH PORTLAND CEMENT.
SETOUT AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
CL
E
10
SP195871 · EXISTING SURFACE LEVELS AND CONTOURS SHOWN ARE BASED ON DIGITAL SURVEY CEMENT- FLY ASH.
SP m
19 t
58 N
71 MODELS PROVIDED. EXISTING LEVELS MUST BE CONFIRMED ON SITE BY THE CONTRACTOR AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.
AND ANY DISCREPANCIES REFERRED TO THE ENGINEER. AS 1302 STEEL REINFORCING BARS FOR CONCRETE.
E mt
SP19 P
5871
· ALL CARPARK SETOUT TO BE AS PER DIGITAL CO-ORDINATES OR DIMENSIONED DRAWINGS AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.
LOT 100
R02
S
PROVIDED. CONTRACTOR MUST NOT RELY ON DIGITAL DRAWING FILES OR SCALING OF AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
SP305332 DRAWINGS. AS 3972 PORTLAND AND BLENDED CEMENTS.
100 605
SUBGRADE AS 1379 READY-MIXED CONCRETE (METRIC UNITS)
SP305332 SP195871
· SUBGRADE SHALL BE OF SOAKED CBR 15 MATERIAL OR BETTER, FREE FROM TOPSOIL, AS 2758 PART 1 CONCRETE AGGREGATES.
ORGANIC OR OTHER DELETERIOUS MATERIAL. AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.
· SUBGRADE SHALL BE COMPACTED TO 98% MDD (AS 1289 E1.1) AND SHALL NOT SHOW AS 3610 FORMWORK FOR CONCRETE.
9
SP195871
602
MARKED DEFLECTION UNDER 8 TONNE AXLE LOAD AT PROOF ROLL. SUPPLY:
LOT 9 SP188268
22 A
65
· ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
RP mt
· ANY SOFT SPOTS SHALL BE EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH
20
E
D
SP195871 BATCHING IS ACCEPTABLE.
SP195871
SELECT MATERIAL FROM SITE OR TYPE 2.5 GRAVEL AT THE ENGINEER'S DIRECTION. · MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
606
· SUBGRADE SHALL BE GRADED TO PROFILES MATCHING FINISHED SURFACE AND ALL AREAS BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
SP195871
SHALL DRAIN TO SUBSOIL DRAINS. · ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
E
SP195871
LOT 606 · SUBSEQUENT PAVEMENT LAYERS MUST NOT BE PLACED UNTIL THE ENGINEER HAS AUSTRALIAN STANDARDS.
APPROVED ALL TEST RESULTS, SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT AND THE · ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
SP195871 ENGINEER HAS PROVIDED WRITTEN APPROVAL TO PROCEED. · ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
· ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
GRANULAR PAVEMENT · ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
· FINAL PAVEMENT DESIGN SHALL BE DETERMINED BY THE ENGINEER UPON RECEIPT OF REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
SUBGRADE SOAKED CBR RESULTS AFTER THE COMPLETION OF BULK EARTHWORKS. · ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
· ALL GRANULAR PAVEMENT SHALL COMPLY STRICTLY WITH ALL CURRENT DTMR QUALITY COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
STANDARDS FOR THE NOMINATED PAVEMENT TYPE AND SHALL BE SUPPLIED BY A DTMR · ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
ACCREDITED QUARRY.
FORMWORK:
· PAVEMENT PLACEMENT SHALL NOT COMMENCE UNTIL MATERIAL QUALITY TEST RESULTS
OVERALL SITE PLAN HAVE BEEN APPROVED BY THE ENGINEER.
· ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
OR STEEL FORMS.
SCALE 1:1000 A1 · PAVEMENTS SHALL BE PLACED AT DEPTHS NOT EXCEEDING 200mm AND SHALL BE · ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510.
COMPACTED TO 100% MDD (AS 1289 E1.1), SLURRIED AND TRIMMED TO PROFILE REFLECTING · REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
FINAL DESIGN SUCH THAT A TIGHT PAVEMENT MATRIX IS ACHIEVED. FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
· WHERE CEMENT TREATMENT IS NOMINATED BY THE ENGINEER CEMENT DESIGN AT THE · ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
NOMINATED RATE MUST TAKE PLACE AT AN ACCREDITED PUG MILL. NO ON-SITE CEMENT BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
· ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
TREATMENT WILL BE ACCEPTED.
TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
· ASPHALT PRIME SHALL NOT BE PLACED OVER BASE COARSE PAVEMENT UNTIL: WATERPROOF MEMBRANE.
- ALL TEST RESULTS HAVE BEEN APPROVED.
- A SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT. TRANSPORT:
- AS CONSTRUCTED SURVEY HAS BEEN APPROVED. · ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
· CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT
- ENGINEERS WRITTEN DIRECTION TO PROCEED IS OBTAINED. THE ENGINEER'S DISCRETION.
ROADWORKS NOTES: PLACEMENT, COMPACTION AND FINISHING:
· CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M, CONCRETE
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ & NOOSA SHIRE COUNCIL PUMPING OR KIBBLING.
STANDARDS. · UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECT'S VIBRATORS.
DESIGN DRAWINGS. · ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED
3. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE WITH THE IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
ENVIRONMENTAL MANAGEMENT PLAN. DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.
· ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
4. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF
· SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE
100% STD. SURFACE,
5. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND CHANNEL AS PER IPWEAQ DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
STANDARD DRAWING R-0160 U.N.O. · ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS,
6. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE CONTRACTOR IS TO CONSTRUCT A WIND BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING
COMMERCIAL CROSS-OVER IN ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051. UNUSUALLY HOT, DRY OR WINDY CONDITIONS.
7. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS & FOOTPATHS (IF REQUIRED). · ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
8. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD · BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
· ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE.
SPECIFICATION. · NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
9. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE CONTRACTOR VIA
COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER, ALTA PROJECTS ACCEPTS NO TESTING:
RESPONSIBILITY FOR INCORRECT SETOUT FROM THE DATA PROVIDED. CONTRACTOR SHOULD · ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
CONFIRM THE CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA PROVIDED ON IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
THESE DRAWINGS. · THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
GENERAL NOTES: GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON THE DRAWINGS. THE GRADE CAST ON ANY GIVEN DAY.
CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m³ OR PART THERE OF
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION AND LEVEL OF ALL CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
EXISTING SERVICE UTILITIES. THE CONTRACTOR SHALL BEAR THE COST OF ANY DAMAGE TO · ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
EXISTING SERVICES. · IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
SHALL BE TAKEN AFTER THE ADDITION OF WATER.
2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR ROADWORKS, DRAINAGE
WORKS, SERVICE CONDUITS ETC. PRIOR TO BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A CURING:
ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER.
· CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
0 20 40 60 80 100m GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS :
3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL SURVEY, THEREFORE - CONTINUOUS WATER PONDING.
DESIGN LEVELS BASED ON THIS INFORMATION MAY BE VARIED BY THE SUPERINTENDENT ON - COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
SCALE 1:1000 A1, 1:2000 A3 SITE. - APPLICATION OF AN APPROVED CURING COMPOUND.
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 SITE PLAN AND NOTES
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/R01 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 FILENAME : a6107-22-L9-R01.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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of sections 2 to 7 (of 20)
Section 2
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
12
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
Section 3
RAMP 1
18.1m
2m 1:5 MAX 2m
14.1m
65
40
13.
13.
RL
1in8
RL
2.75
2.788
RL1
2.4
1in8
RL
0.6
10
5
.4
SECTION A
SCALE 1:100 A1 R02
0 2.0 4.0 6.0 8.0 10.0m
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 DRIVEWAY LONG SECTION
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:. . . . . . . . . . .
at SERENITY CLOSE, NOOSA
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6107/22/L9/R03 A 3 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-R03 ramp section.dwg - DATE : 20/6/22 - 12:35pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Section 4
PROPOSED CONCRETE PAVEMENT LEVEL
180mm CONCRETE (S32)
VISQUEEN VAPOUR BARRIER SL102 MESH TOP 40 COVER
EARTHWORKS LEVEL (TO BE CONFIRMED DURING
CONSTRUCTION)
20mm SAND
DOWEL SOCKETS TO HEAVY DUTY CONCRETE PAVEMENT DETAIL
MANUFACTURERS SPEC. R24 GALVANISED DOWELS (400 LONG) AT 450 CTS
SCALE 1:10
OR EQUAL CENTRAL ADOPT 20mm RECTANGULAR SPEED SLEEVE
(DOWELMASTER OR APPROVED EQUIVALENT) AND
SL102 MESH 10mm ABELFEX OR EQUIV. &
NAILING PLATE. SLAB MOVEMENT TO BE PERMITTED IN
40 COVER ELASTOMERIC SEALANT 'PROSIL 10'
BOTH HORIZONTAL DIRECTIONS WITH VERTICAL
TO MANUFACTURERS SPEC.
MOVEMENT LIMITED TO 2mm MAXIMUM. RECTANGULAR NOMINAL FACE ALL KERBS ADJACENT CONCRETE
SLEEVES ARE TO BE STRAIGHT, HORIZONTAL AND OF KERB PAVEMENTS TO BE PAINTED
PERPENDICULAR TO THE EDGE FORM. (EXTERNAL
180
'SAFETY YELLOW'
DOWELS TO BE GALVANISED) 110 40
R20
150
200 200 1N12
200 UM VISQUEEN SETOUT POINT & LEVEL
N12 STARTERS
HEAVY DUTY CONCRETE PAVEMENT EXPANSION JOINT (DJ) AT 300 CTS.
180
300 x 140.
N.T.S
KERB TO BE CAST
INTERGRAL WITH SLAB
TOOL FINISH EDGES / BEAD & 200 UM VISQUEEN
ELASTOMERIC SEALANT 'PROSIL 10' TO
MANUFACTURERS SPEC. HEAVY DUTY INTEGRAL KERB - TYPE B
DOWEL SOCKETS TO R24 GALVANISED DOWELS @ 300CTS x 400 PAVEMENT JOINTS TO EXTEND THROUGH KERB
MANUFACTURERS SPEC. LONG CENTRAL (OR APPROVED EQUIVALENT)
OR EQUAL EPOXY FIXED TO EXISTING SLAB.
EXISTING CONCRETE
SLAB TO REMAIN NOMINAL FACE ALL KERBS ADJACENT CONCRETE
OF KERB PAVEMENTS TO BE PAINTED
180
'SAFETY YELLOW'
260 40
R20
150
250 150 1N12
200 UM VISQUEEN SETOUT POINT & LEVEL
N12 STARTERS
HEAVY DUTY CONCRETE PAVEMENT EPOXIED DOWEL JOINT (EDJ) AT 300 CTS.
180
N.T.S. 300 x 140.
KERB TO BE CAST
JOINT TO BE FILLED WITH INTERGRAL WITH SLAB
PARCHEM EMER-SEAL 200 UM VISQUEEN
PU40 (CONCRETE GREY)
HEAVY DUTY INTEGRAL KERB - TYPE B3
50 DEEP x 3 WIDE SAWCUT, MUST BE PAVEMENT JOINTS TO EXTEND THROUGH KERB
SL102 (40mm COVER) COMPLETED WITHIN 24 HOURS OF
THE COMMENCEMENT OF POUR.
NOTE: FINAL PAVEMENT DESIGN TO BE CONFIRMED
180
SAW CUTTING DEVISES THAT LEAVE THE CONCRETE SURFACE UPON RECEIPT OF SUBGRADE CBR TEST
PERMANENTLY DAMAGED OR MARKED WITH SKID PLATE MARKS,
WHEEL MARKS OR OTHERWISE TEAR, SPALL OR LIFT EDGES OF
RESULTS AT COMPLETION OF EARTHWORKS
THE CONCRETE ARE NOT PERMITTED.
600
SL62 x 600 WIDE
(45mm COVER) BTM
S32 CONCRETE PAVEMENT - SPECIAL CONDITIONS
- f'c = 32mPa
HEAVY DUTY CONCRETE PAVEMENT SAWN JOINT (SJ)
- SHRINKAGE 700um MICROSTRAIN MAX
N.T.S
- 25% MAXIMUM SUPPLEMENTARY CEMENTITIOUS
PRODUCTS
- MIX DESIGN TO BE SUITABLE FOR PNEUMATIC TYRED
VEHICLE TRAFFIC WITH MINIMAL SURFACE EROSION
- CURED IN ACCORDANCE WITH AS3799/AS3600
- 7 DAY CONTINUOUS WATER PONDING
OR
- CURING COMPOUND TO ACHIEVE 90% (MINIMUM)
MOISTURE RETENTIONS FOR 72 HOURS (MINIMUM)
'ACURE W' OR SIMILAR APPROVED.
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 HEAVY DUTY PAVEMENT DETAILS
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/R04 A 4 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-R04 ROADWORKS HEAVY DUTY PAVEMENT DETAILS.dwg - DATE : 20/6/22 - 12:35pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Section 5
D
NOTE: STABILITY & INTEGRITY OF D 10 SITE PREPARATION NOTES:
· FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
W
EXISTING BOULDER RETAINING WALLS SP195871 TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
E E TO BE MONITORED & ASSESSED
SP m
T
W
BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
19 t
D · THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
DURING EARTHWORKS & SUBGRADE
58 N 75mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED VIA HIGH ENERGYVIBRATION
13
71 COMPACTION BY AN EXPERIENCED CONTRACTOR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
MH D AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
W
W
T BELOW.
MH E S
W
· FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
D ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
S E
REFER TO DRAWING #04
· PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
E
S
DETERMINED BY TESTS E6.1 OF AS1289.
W
14
S
S D · ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
S
E
E
SP1mt S
DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
13
S
958 P OTHER APPROVED METHODS.
TEMPORARY 6m WIDE 71 MH
S
· SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
11
CONSTRUCTION ACCESS MH PRIOR TO FOOTING CONSTRUCTION.
D
10
EARTHWORKS NOTES:
7
2
12
0
EW
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
8
02
X
EW
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
8
OF THE SITE.
15
2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
X
9
9 FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
EW DETAILS.
03
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
X
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
6 - LEVEL ONE (1) SUPERVISION AND TESTING.
EXISTING SHEET PILING AS EW
14
02 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
X
PART OF STAGE 4B WORKS
100 605
SPECIFICATION.
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
10
X
10 AND CERTIFIED BY THE SHEET PILING CONTRACTOR
· ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
12
EW
7
03 ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
X
REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
ALL WORKS TO BE CARRIED OUT IN STRICT · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
8
EARTHWORKS PAD ACCORDANCE WITH APPROVED SETTLERS SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
12
COVE NOOSA RESIDENTIAL HIGH DENSITY
X
UP
LEVEL RL10.2 (NOM) 5 THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
9
EW ENVIRONMENTAL MANAGEMENT PLAN (EMP1) & STRUCTURAL ENGINEER.
02 DATED 21 JULY 2005 BY WBM OCEANICS. · ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
X
CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
9 ·
OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
SP195871
X
DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
D TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
PA M) LEGEND AT THE SHEET PILING CONTRACTOR'S EXPENSE.
12 R KS (NO
X
O .0 · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
22 A
11
11 HW 10
|
65
| |
| |
A RT L RL PROPOSED EARTHWORKS CUT METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
EW
| | E VE
RP mt
12 - SHEET PILE INSTALLATION
LE
10
03
| |
EX
| |
- EXCAVATION
20
14.0
| |
|
4 PROPOSED EARTHWORKS FILL - ANCHOR INSTALLATION, TENSIONING & GROUTING
|
| |
EW · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
7
| |
| | 02 150mm COMPACTED GRAVEL
X
| | 13 STATEMENT
| HARDSTAND CBR15 · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
|
| 12
· VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
8
14 3
X
13
EW 150mm CBR15 TEMPORARY PAVEMENT CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
X 02 · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
10
9
X TANK/PUMP ROOM ''EMERALD'' BUILDING
14
PROPOSED BASEMENT WALL
X
EARTHWORKS PAD · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
X LEVEL RL8.2 (NOM) STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
(NO D
M)
A
EXISTING SHEET PILING CONSTRUCTION OPERATIONS.
RL1 RKS P
X POOL AREA
X
EARTHWORKS PAD NOTE:
0.0
X 606
LEV THWO
PROPOSED TOP OF BATTER
12
| | | | | | | | | | | | | |
> >
03
LEVEL RL8.2 (NOM)
ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
EW02
EW
X PROPOSED TOE OF BATTER
EL
SP195871
> >
AR
X
1
EW02
> > > DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
2
11E
X PROPOSED SWALE
12
> >
|
HABITAT PROTECTION FENCE TO BE ERECTED
||
10
PRIOR TO COMMENCEMENT OF CLEARING WORKS X > > FINISHED SURFACE CONTOUR
||
X6
PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL
||
X > > > EXISTING SURFACE CONTOUR
||
RESTORATION AREA - NO ACCESS
E > > > | | | | | | | | | | | | |
|
|
X | | |
X
| | | | E EXISTING ELECTRICAL RETICULATION ALL BATTER GRADIENTS
7
|
9 8
CO SP195871 X X X X X X X T EXISTING TELSTRA RETICULATION TO BE CONFIRMED BY
N
ARE SERV D EXISTING STORMWATER DRAINAGE GEOTECHNICAL
A (P ATIO
OS
CW N
W EXISTING WATER RETICULATION ENGINEER'S ONSITE
P) BUND RL9.25MIN S EXISTING SEWER RETICULATION
X X
HABITAT FENCE
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 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 A 1 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 Council
FILENAME : a6107-22-L9-EW01.dwg - DATE : 20/6/22 - 12:39pm - 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-LANDSCAPE LOWER; Ref:
X-LANDSCAPE UPPER; 2017008 landscape base; H-Approved-SH; H-Checked-SH
Section 6
POSCW BDY
RP BDY
GROUND FLOOR
FFL13.8 GROUND FLOOR
REINFORCED CONCRETE POOL SHELL TO CONSERVATION FFL13.8
STRUCTURAL ENGINEER'S DESIGN AND AREA (POSCWP)
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
EW PAD APARTMENT STRUCTURAL ENGINEERS DETAILS
TEMPORARY BATTER RL9.85 (NOM) FFL10.05
1V IN 2H MAX ExRL6.77
TW9.4
150mm COMPACTED GRAVEL 150mm COMPACTED GRAVEL ExRL8.60 EXISTING RETAINING WALL
SECTION 2 PROPOSED RAPID INFILTRATION PIT 5 OFF @
HARDSTAND CBR15
HARDSTAND CBR15 1800dia x 2.4m DEEP. REFER DETAIL
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 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 1
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/EW02 A 2 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:
Section 7
RP BDY
.07
15
STAGE 4B
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:
The text continues on section 8.
Used in these records
20220620 a6107 - Civil Plan Set - FOR APPROVAL.PDFRelated documentApplication case desk ↗
About this file
- File size
- 7.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.