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Attachment D - Amended Engineering Drawings · 132008.1128.04
Attached to the e-mail 132008.1128.04 - Grasstree Court - Bluecare - Minor Change Further Advice Response (Part 1 of 2).
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.
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.|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
.|.
) 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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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
Section 5
Section 6
Section 7
Section 8
Used in these records
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