Council archive · source document
RFI - Attachment D - Amended Engineering Drawings · 132008.1128.04
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
. |.
.|. ROADWORKS & DRAINAGE NOTES
.|.
PROPOSED 1.50m WIDE CONCRETE .|. 1.0m WIDE SWALE WITH 1 IN 3
FOOTPATH IN ACCORDANCE WITH
5
.|.PROPOSED
.|. .|. .|. FIRE .|. .|. .|. .|. .|.
.|. .|. TRAIL
RP890947 BATTERS AT 0.5% MIN GRADE 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.
IPWEA STD DRG RS-065
.|. .|. .|.
.|. .|.
1/7
2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE
AUTHORITIES TO ASCERTAIN SERVICES PRESENT ON-SITE. ANY
.|. .|.
PROPOSED SEWER ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY THAT
.|.
(Ø375)
CONNECTION POINT SERVICE AUTHORITY ONLY.
.|.
.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
.|.
) 3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO
.|.
0
x30
(600
.
.|. .
|.
.
1/2 COMMENCEMENT OF DEMOLISHING ANY EXISTING STRUCTURES
|.
2.600 1/3
(Ø750) |. .|
. .|.
.
5.400
|. .
TYPICAL WITHIN THE SITE AREAS.
.|. .11/1
|.
10
20
30
40
0.000
.|. . |.
95
|. .| .|. .|.
.8
4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN
.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
(Ø5
45
) 9/1 10/1 . .|. .|.
25)
6 00 ON THE CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE
(Ø
.|.
PROPOSED BIO BASIN REFER
6.200
DETERMINED ON-SITE BY THE SUPERINTENDENT DURING
.|. .|.
(Ø45
.|.
4.800 LAYOUT PLAN ON SHEET CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE
.|.
0)
.|.
5002-400 FOR DETAILS
.|.
CONTOURS MAY BE ADJUSTED BY WRITTEN DIRECTION OF THE
.|.
.|.
.|.
.|.
|.
SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED
.|.
PROPOSED TYPE A HEAVY VEHICLE 50
.
2/2
|. . .|.
|. .
|.
5.400
.|.
|. .
DRAWINGS HAVE BEEN APPROVED BY COUNCIL.
.|.
|. .
CROSSING IN ACCORDANCE WITH
|.
.
.
|.
.|.
|. . .|.
IPWEA STD DRG RS-051
.|.
7/1
. |. .
.
. .
|.
|. .
5. ALL ALLOTMENT FILL IS TO BE COMPACTED TO THE REQUIREMENTS
.|.
.|.
|. .
|. .
BIO
OF AS3798-2007 AND IN ACCORDANCE WITH CURRENT SCC.
.|.
7
|.
5.400
|.|.
SPECIFICATIONS.
.
BA
|.
RP890947
.. .
|. .
G R A
.|. .|.
S
.|
.
IN
|.
|.
.|.
.|.
60 6. VERGE AND BATTERS TO HAVE A MINIMUM OF 75mm TOPSOIL AND
.|. .|. .|. PROPOSED INFILTRATION
D R I V E W A Y 2 .|. FULL WIDTH TURF IF ORDERED.
6.200
BASIN REFER LAYOUT PLAN ON
.|. .|.
SHEET 5002-400 FOR DETAILS
S S T
7. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO
.|. |.
|. .
62 BE IN ACCORDANCE WITH IPWEA STD DRG RS-170.
.|.
.89
.
90
80
70
112.532
110
100
.|.
7
5.400
INF BA
.|.
.|.
(Ø525)
8. SUBGRADE TEST RESULTS TO BE FORWARDED TO
.|.
ILT SIN
.|.
RAC SITE SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS PRIOR TO
RA
.|. .|.
R E E
TIO
|. .|. .|. .|.
.|.
FFL: 30.600 EXCAVATION TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER
N
TESTS AS REQUESTED BY THE SUPERINTENDENT.THE
6 CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR COUNCIL
27.841
RP901384 APPROVAL OF PAVEMENT DESIGN.
.|. .
0.000
10
20
PROPOSED 1.5m WIDE CONCRETE
9. LEVELS FOR KERB AND CHANNELLING/EDGE OF PAVEMENT
.|.
FOOTPATH IN ACCORDANCE WITH .|. .|. .|. .|. .|. .|. .|.
.|. CONSTRUCTION ARE AT EQUAL INTERVALS AT LIP OF CHANNEL
D R I V E W A Y 1 IPWEA STD DRG RS-065 .|.
.|. .|. .|. .|. .|.
UNLESS SHOWN OTHERWISE.
.
|. .|
6/1
.|. .
1/4 10. SIDE DRAINS TO BE CONSTRUCTED UNDER ALL KERBS AND ALL
5)
37
.|. .|. .|. .|. .|. .|. .|. KERB AND CHANNEL AS PER SCC STANDARDS. REFER TO SCC STD
(Ø
.|. .|. .|. .|. .|. DRG RS-140 FOR DETAILS.
11. ALL STORMWATER PIPES UNDER ROADWAYS AND FOOTPATHS
(Ø525)
5.400
SHALL BE CLASS '2' R.C.P R.R.J. UNLESS NOTED OTHERWISE.
PROPOSED 1.5m WIDE CONCRETE 12. THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR
FOOTPATH IN ACCORDANCE WITH SERVICE LOADS ONLY, AND THE CONTRACTOR SHALL ASSESS
ANTICIPATED CONSTRUCTION LOADS AND UPGRADE THE PIPE
(Ø375) IPWEA STD DRG RS-065
1/5 5/1 CLASSES, IF NECESSARY, IN ACCORDANCE WITH A.S 3725-1989. AT
THE CONTRACTORS See the original
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Log in to see the originalFull text of sections 2 to 8 (of 9)
Section 2
COST.
3/1 1/1
(Ø52
4/1
5)
2/1 13. ALL LOTS NOT DRAINING TO A PROPERTY PIT TO HAVE 2 KERB
.|. .|. .|.
.|. .|. .|.
ADAPTORS . KERB ADAPTORS SHOWN ARE INDICATIVE ONLY AND
.|. .|. .|.
(Ø525)
.|. .|. .|.
.|. .|.
(Ø450) (Ø375)
ARE TO BE INSTALLED IN ACCORDANCE WITH SCC STD DRG RS-081.
.|. .|.
C O U
14. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL
CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO SCC STD
DRG RS-065 FOR CONSTRUCTION DETAILS.
PROPOSED EASEMENT WIDENING BIN WASH-DOWN AREA. DRAIN
R T
TO SANITARY PLUMBING 8
RP901384
PROPOSED WORKS
PROPOSED TYPE B HEAVY VEHICLE LEGEND PROPOSED LIMIT OF WORKS
CROSSING IN ACCORDANCE WITH
EXISTING FEATURES DESIGN CONTOURS
IPWEA STD DRG RS-051
EXISTING KERB AND CHANNEL PROPOSED EARTHWORKS PAD
EXISTING FOOTPATH CONSTRUCTED AS EXISTING KERB PROPOSED EDGE OF DECK LINE
PART OF GRASSTREE COURT PACKAGE. PROPOSED DRIVEWAY CENTRELINE
EXISTING ROAD CENTRELINE
REFER DRAWING SET 3001 FOR DETAILS .|. .|. .|. EXISTING TOP OF BANK PROPOSED TABLE DRAIN
.|. .|. .|. PROPOSED TOP OF BANK
EXISTING TOE OF BANK
EXISTING STORMWATER PROPOSED TOE OF BANK
EXISTING WATERMAIN BLOCKWORK WALL CONSTRUCTED AS
PART OF EARTHWORKS PACKAGE
EXISTING TELECOMMUNICATION
NOTES: PROPOSED STRUCTURAL WALL (BY OTHERS)
· REFER SHEET 5002-113 FOR STORMWATER EXISTING TELECOMMUNICATION
DRAINAGE LONG SECTIONS EXISTING SEWERMAIN PROPOSED STORMWATER
· REFER SHEET 5002-116 FOR STORMWATER EXISTING SEWER RISING MAIN PROPOSED SEWER
DRAINAGE STRUCTURE DETAILS
· REFER SHEET 5002-117 FOR STORMWATER PROPOSED CONCRETE PAVEMENT
DRAINAGE SPLITTER DETAILS
PROPOSED CONCRETE FOOTPATH
PROPOSED VEGETATED BATTER
FILE: 5002-106.dwg DATE: 11-01-2019 USER: SHAUN PILCHER
XREFS: X-18-001942-5002-TITLE, X-18-001942-5001-TREES, X-18-001942-5002-BASE, X-18-001942-5002-CONTS, X-18-001942-SURVEY, X-18-001942-3001-BASE
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB NV SP SP 04.02.19
TENDER Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH ROADWORKS & DRAINAGE
A CB CB SP SP 14.02.19 ISSUED FOR APPROVAL Birtinya QLD Australia 4575
A
M B CR CR SP SP 09.04.20 BASIN AMENDMENTS NOT FOR CONSTRUCTION 0 2.5 5 7.5 10 12.5 15 17.5 20
Telephone 07 5314 2520
Facsimile 07 5314 2522
RESIDENTIAL AGED CARE (RAC) LAYOUT PLAN
E
C CR CR SP SP 30.07.20 ISSUED FOR TENDER
N
D
M D
APPROVED SCALE 1:250 (A1) SCALE 1:500 (A3) ROADWORKS & DRAINAGE
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 30.07.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 5002-106 C
Section 3
Section 4
RP BDY
RP BDY
0.190
0.020 1.790 0.190
0.190
6.000 INFILTRATION
RP BDY
0.500 VARIES
BASIN 1.0m BERM AT RL 29.80
2.500 4.922 RAC FFL 30.60
)
IES (1 IN 4
R VAR
BATTE
RL 26.20
CONCRETE BLOCK WALL
SECTION G
SCALE (A1): 1:200 400
TYP. DESIGN & CONSTRUCT SCALE (A3): 1:400
SECTION A BY WALL CONTRACTOR SECTION D
SCALE (A1): 1:25 400 SCALE (A1): 1:25 400
SCALE (A3): 1:50 SCALE (A3): 1:50
RP BDY
CORNER
0.190
0.500 0.500 0.600
1x 190 SERIES BLOCK
RL 26.90
BUND RL27.00
WEIR RL26.90
100 THICK CONCRETE APRON.
SL82 MESH CENTRAL
100 THICK CONCRETE APRON.
SL82 MESH CENTRAL CONCRETE BLOCK WALL TYP.
DESIGN & CONSTRUCT BY SECTION H
SECTION B SECTION E
WALL CONTRACTOR SCALE (A1): 1:25
SCALE (A1): 1:25 400 SCALE (A1): 1:25 400 400
SCALE (A3): 1:50 SCALE (A3): 1:50 SCALE (A3): 1:50
RP BDY
0.190
0.500 0.500
7.950 BIO BASIN
RP BDY
1.0m BERM AT RL 29.80
1.600 3.400 RAC FFL 30.60
IN 4)
VARIES (1
BATTER
RL 27.40
100 THICK CONCRETE APRON. 1.50m FOOTPATH
SL82 MESH CENTRAL
SECTION C
SECTION F
SCALE (A1): 1:25 400 SCALE (A1): 1:200
SCALE (A3): 1:50 400
SCALE (A3): 1:400
FILE: 5002-401.dwg DATE: 13-12-2018 USER: NICK VENESS
XREFS: X-18-001942-5002-TITLE
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB NV SP SP 04.02.19
TENDER 0 0.25 0.5 0.75 1 1.25 1.5 1.75 2
Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH INFILTRATION BASIN
A CB CB SP SP 14.02.19 ISSUED FOR APPROVAL Birtinya QLD Australia 4575
A
M B CR CR SP SP 09.04.20 BASIN AMENDMENTS NOT FOR CONSTRUCTION SCALE 1:25 (A1) SCALE 1:50 (A3)
Telephone 07 5314 2520
Facsimile 07 5314 2522
RESIDENTIAL AGED CARE (RAC) SECTION PLAN
E
C CR CR SP SP 30.07.20 ISSUED FOR TENDER
N
D
M
D
APPROVED 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 ROADWORKS & DRAINAGE
E
BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E SCALE 1:200 (A1) SCALE 1:400 (A3) ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
N
F
T
S
G SIGN: DATE: 30.07.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 5002-401 C
Section 5
SUBSOIL DRAIN CLEANOUT.
CIVIL CONTRACTOR TO COVER FILTER MEDIA WITH REFER DETAIL
25mm COARSE SAND AND TURF FOR TEMPORARY
COVER DURING CONSTRUCTION. LANDSCAPERS TO
REMOVE SILT AND TURF WHEN READY FOR PLANTING
RL 18.395
FILTER CLOTH OVER INSITU SOIL 300 MIN.
PIN FILTER CLOTH ABOVE PONDING LEVEL.
600mm FILTER MEDIA.
FILTER MEDIA <0.05-3.4mm PARTICLE SIZE.
BIO RETENTION INSTALLATION STANDARD NOTES:
100mm TRANSITION LAYER. 0.5-2.0mm
TRANSITION LAYER CONSTRUCTION OF THE BIO-RETENTION BASIN IS TO FOLLOW STANDARDS AND PROCEDURES OUTLINED IN
PARTICLE SIZE (TYP COARSE SAND)
BIO-RETENTION TECHNICAL DESIGN GUIDELINE (WATER BY DESIGN) AND WSUD CONSTRUCTION AND ESTABLISHMENT
GUIDELINES - SWALES, BIORETENTION SYSTEMS AND WETLANDS (WATER BY DESIGN). THE PLACEMENT OF DRAINAGE,
300mm DRAINAGE LAYER. 2.0-5.0mm TRANSITION AND FILTER MEDIA LAYERS MUST BE UNDERTAKEN CAREFULLY TO ENSURE CORRECT DEPTH, SLOPE AND
PARTICLE SIZE (TYP FINE AGGREGATE) COMPACTION:
DRAINAGE LAYER DEPTH: FILTER MEDIA SHOULD BE INSTALLED AND COMPACTED IN TWO LIFTS FOR DEPTHS OVER 500mm.
SLOPE: THE TOP SURFACE OF THE DRAINAGE LAYER, TRANSITION LAYER AND FILTER MEDIA LAYER SHOULD BE FLAT.
A SPREADER BAR SHOULD LEVEL THE SURFACE OF EACH LAYER.
SLOTTED PVC DRAINAGE (UN-SOCKED) GRADED AT 0.5% FILTER CLOTH TO BE INSTALLED TO SIDES COMPACTION: THE FILTER MEDIA MUST BE LIGHTLY COMPACTED DURING INSTALLATION TO PREVENT THE MIGRATION
TOWARDS FIELD INLET. PIPE TO HAVE MIN 50mm OF TYPICAL BIO-RETENTION BASIN DETAIL OF BASIN ONLY. DO NOT INSTALL UNDER OF FINE PARTICLES. THIS CAN BE ACHIEVED WITH A SINGLE PASS OF A LIGHT ROLLER SUCH AS A DRUM LAWN ROLLER.
SCREENINGS ABOVE. REFER DRG 4002-401 FOR SIZING BASIN OR BETWEEN LAYERS A VIBRATING PLATE CAN ALSO BE USED TO COMPACT SMALL BIO RETENTION SYSTEMS OR 'POZITRACK' BOBCATS CAN
1:10 @ A1 | 1:20 @ A3
BE USED FOR LARGE SYSTEMS. ENSURE ONLY ONE COMPACTING PASS IS MADE OVER THE MEDIA FOR LIGHT
COMPACTION.
N12 LONGITUDINAL
N12 TIE BARS @ 200 CTRS. 150 LENGTH VARIES STONE BIO-RETENTION/DETENTION BASINS CONSTRUCTION SEQUENCE AND NOTES:
PITCHING
150mm HIGH CONCRETE HOB 1. ESTABLISH SEDIMENT AND EROSION CONTROL MEASURES IN CATCHMENT, INCLUDING SILT FENCES, SEEDING OF
WITH SLOTS EVERY 1-2m. REFER ALLOTMENTS, & FULL WIDTH VERGE TURFING.
RCBC
200
TO TYPICAL SLOT DETAIL 150 THICK CONCRETE, SL82 2. SURVEY BASIN LOCATION.
REINFORCING, 50 TOP COVER. 3. EXCAVATE SURROUNDING LANDFORM TO DESIGN SUBSOIL LEVEL (ACHIEVING SURROUNDING LEVEL AT THIS
STAGE REDUCES THE NEED FOR EARTHWORKS ADJACENT TO THE BASIN AFTER THEY HAVE BEEN
1.0% FALL CONSTRUCTED).
C C C C C C C C 4. EXCAVATE BASIN TO DESIGN DEPTH ENSURING BASE OF POD HAS MINIMUM 0.5% GRADE TOWARDS PIT. ENSURE
BASE OF BASIN IS FREE FROM DEBRIS.
FILTER INSITU SOIL TO REMAIN UNDER COARSE SUPERINTENDENT INSPECTION AND SIGN OFF REQUIRED BEFORE PROCEEDING.
MEDIA SEDIMENT FOREBAY. GEOTECHNICAL ENGINEER TO 5. LINE SYSTEM WITH GEOFABRIC, AND EXTEND GEOFABRIC A MINIMUM OF 500 MM BEYOND TOP OF EXCAVATION.
CONFIRM COMPACTION REQUIREMENTS. STRUCTURAL THESE ARE THE FLAPS REFERRED TO IN ITEM 13 BELOW.
ENGINEER TO CONFIRM FOOTING REQUIREMENTS. 6. SUBSOIL DRAINAGE TO BE INSTALLED.
7. NOTE THAT CORRECT FUNCTIONING OF THE DRAINAGE PIPES IS CRITICAL TO THE PERFORMANCE OF THE
BIORETENTION SYSTEM. DIG TRENCHES IN DRAINAGE LAYER AND PLACE DRAINAGE PIPES. ENSURE PIPES ARE
LAID AT MIN 0.5% SLOPE WITH NO LOCALIZED DEPRESSIONS VERIFIED USING LEVEL OR STRING LINE. ALL JOINTS
LAY FILTER CLOTH OVER INSITU SOIL 300 MIN. PIN FILTER CLOTH AND JUNCTIONS IN PIPES TO BE SEALED. CONNECT CLEAN OUT POINTS ENSURING TOP OF CLEAN OUT POINTS
TO INSITU SOIL AND LAY CONCRETE ONTO FILTER CLOTH. ARE NOT LESS THAN 50mm BELOW OVERFLOW PIT CREST. CLEAN OUT POINTS ARE CONSTRUCTED STRICTLY IN
ACCORDANCE WITH IPWEA STD DRG DS-073.
TYPICAL FOREBAY SECTION SUPERINTENDENT INSPECTION AND SIGN OFF REQUIRED BEFORE PROCEEDING.
SCALE 1:20 @ A1 8. COVER DRAINAGE PIPES WITH DRAINAGE MATERIAL, ENSURING DESIGN COVER.
SUPERINTENDENT INSPECTION AND SIGN OFF REQUIRED BEFORE PROCEEDING.
9. PLACE FILTER MEDIA (USING ONLY PRESCRIBED MATERIAL) TO DESIGN LEVEL (REFER DRAWINGS). SPREAD
MATERIAL USING EXCAVATOR BUCKET OR HAND TOOLS TO OBTAIN LIGHT AND EVEN COMPACTION OF FILTER
MEDIA. DO NOT DRIVE OVER FILTER MEDIA WITH ANY VEHICLE AS EXCESSIVE COMPACTION CAN IMPEDE
0.5m2 GROUTED ROCK DRAINAGE THROUGH THE FILTER MEDIA. FILTER MEDIA SURFACE MUST BE LEVEL (HORIZONTAL) AND FREE FROM
PITCHING ADJACENT TO SLOTS BIORETENTION SLOTTED PVC CLEANOUT POINT - 100Ø DRAINAGE LOCAL DEPRESSIONS AND SET AT THE DESIGN LEVELS NOMINATED IN THE PROJECT DRAWINGS. AS SOON AS
(100-150 NOMINAL DIAMETER) FILTER MEDIA PIPE. CLEANOUTS AT HEAD OF SUBSOIL DRAIN AT FILTER MEDIA IS PLACED IT MUST BE IMMEDIATELY COVERED WITH GEOFABRIC AND 25mm SANDY TOPSOIL AND
MAX SPACING OF 30.0m TURF WHICH MUST REMAIN IN PLACE AT ALL TIMES.THIS PROTECTIVE COVER IS ONLY TO BE REMOVED BY
C.I CAP EXTEND TO APPROX 50mm LANDSCAPERS IMMEDIATELY PRIOR TO PLANTING.
ABOVE BASIN SURFACE WITH LOCKING PROVISION C C C C C C
10. FLUSH DRAINAGE PIPES TO REMOVE ANY INITIAL INGRESS OF MATERIAL AND TO ENSURE ADEQUATE DRAINAGE.
FINAL SUPERINTENDENT INSPECTION AND SIGN OFF
UN-SLOTTED PIPE NOTE THAT BETWEEN STEPS 3 – 10 ABOVE THE BASINS WILL BE SUSCEPTIBLE TO STORM DAMAGE. THEREFORE
350x350x150 CONCRETE SURROUND
ONCE COMMENCED PODS MUST BE COMPLETED AS SOON AS POSSIBLE TO MINIMISE THE RISK OF STORM DAMAGE.
ELBOW SLOTTED PVC PIPE INSPECTION IS REQUIRED IF RAINFALL EVENT OCCURS BETWEEN CONSTRUCTION STEPS 3 – 10 ABOVE.
50-100 WIDE [email protected]
SPACINGS ALL JOINTS TO BE SOLVENT WELDED &
SEALED WITH TAPE
TYPICAL SLOT DETAIL BIOPOD POD SUBSOIL DRAIN
SCALE 1:20 (A1)
CLEANOUT
SCALE 1:20
FILE: 5002-406.dwg DATE: 08-04-2020 USER: NICK VENESS
XREFS: X-18-001942-5002-TITLE
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CR CR SP SP 08.04.20
TENDER Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH BIO RETENTION
A CR CR SP SP 30.07.20 ISSUED FOR TENDER Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION 0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6
Telephone 07 5314 2520
Facsimile 07 5314 2522
RESIDENTIAL AGED CARE (RAC) NOTES AND DETAILS
E
C
N
D
M D
APPROVED SCALE 1:20 (A1) SCALE 1:40 (A3) ROADWORKS & DRAINAGE
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 30.07.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 5002-406 A
Section 6
DWY 1
BIN LOADING AREA
DWY 2
DWY 1
4.91
9.9
5.2
0.92 2.80
B85 meters
Width : 1.87
Track : 1.77
Lock to Lock Time : 6.0 0.95 3.05 1.42 1.736 4.104 1.736
Steering Angle : 34.1
Car/van vehicle (5.2 m) Front Loading collection vehicle
Overall Length 5.200m Overall Length 9.900m
Overall Width 1.940m Overall Width 2.490m
Overall Body Height 2.200m Overall Body Height 3.749m
Min Body Ground Clearance 0.312m Min Body Ground Clearance 0.302m
Track Width 1.840m Track Width 2.490m
Lock-to-lock time 4.00s Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.300m Curb to Curb Turning Radius 11.050m
NOTE:
ALL INFORMATION SHOWN ON THIS DRAWING IS
FILE: 5000-SK-004.dwg DATE: 04-10-2018 USER: CAMERON RAMM
DRAFT CONCEPTUAL ONLY AND IS SUBJECT TO DETAIL DESIGN.
XREFS: X-18-001942-DEPTHRANGE, X-18-001942-SURVEY, X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-4000-CONTS, X-18-001942-4000-BASE, X-18-001942-3001-BASE
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB - - 26.10.18
TENDER Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH VEHICLE
A CB CB LM - 03.12.18 MAIN ENTRANCE LAYOUT UPDATED Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION
0 1 2 3 4 5 6 7 8
Telephone 07 5314 2520
Facsimile 07 5314 2522
RETIREMENT LIVING & TURNING TEMPLATE
E
C
N
D
M
D
APPROVED
SCALE 1:100 (A1) SCALE 1:200 (A3) AGED CARE
E
BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 30.07.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 5000-SK-004 A
Section 7
.|.
S
/ / /
.|.
5 / / /
RP890947
.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. LEGEND
107
107
A
B
.|. .|. .|.
PROPOSED WORKS
.|. .|.
D
S
PROPOSED STAGE BOUNDARY
.|. .|. 26.34
D
25.61 DESIGN CONTOURS
UGE
4.00
UG
E D D D D D D D D D D D D D D D
PROPOSED ROAD CENTRELINE
W D
D
.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
PROPOSED PAD EXTENT
S
.|.
.|. .|. .|. .|.
U GE
PROPOSED TOP OF BANK
.|.
.|.
.|. PROPOSED TOE OF BANK
UGT
.|.
W
S
.|. . .|. .|.
1:3
26.42
UGE
|. . PROPOSED TABLE DRAIN
|. . .|. .|.
UGU
1:3
.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
E GE
|. PROPOSED BLOCK RETAINING WALL
.|.
S
.|. .|.
PROPOSED GROUTED ROCK RETAINING WALL
UGT
.|.
W
|. .|. .|. .|. .|. .|. .|. .|. .|.
|. .
.|.
.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
.|. .|. .|. .
UGE
E FUTURE STRUCTURAL RETAINING WALL (BY OTHERS)
UGU
.|.
7
E GE
.|.
10 R
.|.
|.
PROPOSED EARTHWORKS CUT
0 UFFE
S
|. . . .|.
0 REFER INSET FOR
CARPARK
.|.
.
. |.
6 B
UGT W
E BASIN SETOUT PROPOSED EARTHWORKS FILL
.|.
|.
FIR
.. .|.
BOX 200
UGE
.|.
UGUG
SH
|
BUSHFIRE BUFFER/FIRE TRAIL
. .|.
BU
E E
.|.
.
S
| .|.
..
1:3
.|.
7
| .|.
TEMPORARY 1 IN 3 BATTER
.
UGE
.|.
|.
UGT W
RP890947 LEGEND
. .|.
.|. .|.
.|.
.|.
.|.
UGUG
.|. .|.
S
.|.
EXISTING FEATURES
E E
|. .|. .|. .|.
27.01
|. .
.|.
. .|. EXISTING KERB AND CHANNEL
.|. .|
UGT
.| . F
.|.
|. .
EXISTING CONCRETE INVERT
S
7
10
.. |.
UGE
|. .
G R A
|. .
UGE
EXISTING ROAD CENTRELINE
. |. |.
..| .
EXISTING SEWERMAIN
.
S
W UGT
|.
S
.|.
.|.
RM EXISTING SEWER RISING MAIN
.|.
.|.
UGE
.|.
EXISTING TELECOMMUNICATION
UGE
.|. .|. .|. .|.
UGT
S S T
EXISTING UNDERGROUND ELECTRICAL
S
UGE
W UGT
W EXISTING WATERMAIN
RAC SITE 6
UGUGE
RP901384 EXISTING STORMWATER
E
D
FFL Section 8
30.600
.|.
S
R E E
EXISTING TREE TO BE RETAINED, PROVIDE
.|.
.|. .|. .|. .|. .|. .|. .|.
W
|.
..
UGT
AN OFFSET OF 12x TRUNK DIAMETER FOR
.|
.|. .|. .|. .|. .|.
28.32 27.64 PROTECTION BUFFER, REFER ECOLOGIST
UGE
BOX 200
.
.|. .|. .|. .|. .|. .|. .|.
|. .|
S
UGE
REPORT FOR FURTHER DETAILS
.|. .|. .|. .|. .|.
.|. .
W UGT
.|. .|. .|. .|. .|. .|. .|.
.|. .|. .|. .|. .|.
S
REFER 18-001942-108 FOR RETAINING WALL SETOUT AND DETAILS
UGU
C
EGE
.|. .|. .|. .|. .|.
107 .|. .|. .|. .|. .|. .|. .|.
W UGT
29.00 28.37 27.66
S
FOR CROSS SECTION REFERENCE ONLY - REFER TO CROSS
ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL
UGU
BE REHABILITATED TO A MINIMUM OF THE PRE-CONSTRUCTION
EGE
CONDITIONS, AT THE CONTRACTORS EXPENSE.
W GT
S
U
UGU
SECTION ON NEXT PAGE
EGE
29.50 28.82 28.35 EARTHWORKS NOTES
C O U
RM
W GT
U
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
UGU
SERVICES WITH THE RELEVANT AUTHORITIES PRIOR TO THE
EGE
S
29.86 29.19 28.50 COMMENCEMENT OF CONSTRUCTION.
RM
R T
UGT
2. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS AND
E
UGEUG
31.31
W
FENCES FROM THE SITE TO THE SATISFACTION OF THE
32.10 32.10 31.97 31.68 31.64 31.55 31.13 30.85 30.10 29.46 28.71 SUPERINTENDENT.
RM
PLAN
107
107
UGT
G
D
S S S
SCALE 1:250 ON A1 3. EXISTING SURFACE IS TO BE CLEAR OF VEGETATION MATTER PRIOR TO
S S S S S S S
.|.
S
THE START OF FILLING.
E 4964.875
.|.
E 4949.082 E 4959.852 E 4972.810
.|.
N .9951.933.| . .|. .|. .|. .|. .|. .|. .|. .|.
N .|.
9959.633
N 9964.473
.|. .|. .|. .|. .|. N 9970.138 4. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL.
| . RL 26.200
|.
.|. . RL 27.400 RL 27.400 .|. . . |. .|. .|. .|. .|. .|. .|. RL 26.200
.|. .|. .|.
. .|
.|. .|. .|. .|. .|.
. |. .|. .|. .| .| .|. .|. .|. .|. .|. .|. .|. . ..
|. 5. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON
.|. .|. .|. | . .|. . .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. . |. |. .|
3.54m
. THE DRAWINGS, THE ACTUAL LIMITS SHALL BE DETERMINED ON SITE
|.
.|.
.
.|. .|. .|. .|. .|. .|.
.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
. .|.
.|. R1 BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE
.0
.|. .|. .|. .|. .|.
R1 .0
|. .|
R1 FINISHED SURFACE LEVELS MAY BE ADJUSTED BY THE WRITTEN
E 4951.300 .0 DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER
.|. .
N 9948.831 .0 R1 .0 AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL.
R1 R1
|.
RL 27.400 .0
.|. .
6. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE
|.
REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH THE
.
.|.
|.
.|. E 4962.069
|. .
CURRENT COUNCIL SPECIFICATIONS AND STANDARD DRAWINGS.
.|. N 9956.529
|. . .|. .
.|.
. |. . RL 27.400
E 4967.735 E 4975.669 7. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE
|.
|. .
|. . N 9960.467 N 9966.134 WITH AS3798-2007.
|. .
.|. |. RL 26.200
.|. RL 26.200 PRELIMINARY VOLUMES (NO COMPACTION)
.
.|.
.|.
.|.
.|.
8. ALL DRAINAGE STRUCTURES ARE BE PRESERVED FROM THE EFFECTS
.|. CUT = 2,247m³
.|.
.|.
.|. OF STRUCTURAL LOADING GENERATED BY THE EARTHWORKS.
.|.
FILL = 2,329m³
.|.
.|.
.|.
.|.
.|.
.|.
BALANCE = 82m³
INSET (VOLUMES ASSUME 200mm BOX UNDER BUILDING AND CARPARK)
9. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
SCALE 1:200 ON A1
FILE: 5001-106-107.dwg DATE: 29-11-2018 USER: SHAUN PILCHER
XREFS: X-18-001942-SURVEY, X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-5001-CUT_FILL, X-18-001942-5002-CONTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB - - 26.10.18
TENDER Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH EARTHWORKS
A CB CB SP SP 02.08.19 FIRE TRAIL AMENDED 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Birtinya QLD Australia 4575
A
M B CR NV SP SP 08.04.20 BASIN AMENDMENTS NOT FOR CONSTRUCTION
SCALE 1:200 (A1) SCALE 1:400 (A3)
Telephone 07 5314 2520
Facsimile 07 5314 2522
RETIREMENT LIVING & DETAIL PLAN
E
C CR CR SP SP 30.07.20 ISSUED FOR TENDER
N
D
M D
APPROVED
0 2.5 5 7.5 10 12.5 15 17.5 20 AGED CARE
E
BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
N SCALE 1:250 (A1) SCALE 1:500 (A3)
F
T
S
G SIGN: DATE: 30.07.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 5001-106 C
The text continues on section 9.
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