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Appendix E Civil Engineering Plans · RAL25/0004
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.
CIVIL OPERATIONAL WORKS
PROPOSED COMMUNITY AFFORDABLE HOUSING DEVELOPMENT
LOT 10 on SP118458
FOR
NOOSA SHIRE COUNCIL
AT
62 LAKE MACDONALD DR, COOROY
DEVELOPMENT PERMIT NUMBERS: TBC
Consulting Civil &
Structural Engineers
Project Management
ASSOCIATES PTY LTD
& Planning
ABN 59 137 305 992
PROJECT No. 233467 ISSUE FOR - APPROVAL
PROJECT ENGINEER: SHANE RYNNE PH 07 5443 7777
PROJECT COORDINATOR: CHRIS TEMMERMAN PH 07 5443 7777
DRAWING NO. - C000 DRAWING TITLE - COVER SHEET - NOOSA COUNCIL
ISSUE - A
Sheet List Table Sheet List Table
Sheet Number Sheet Title Sheet Number Sheet Title
C000 COVER SHEET - NOOSA COUNCIL C240 ROAD 1 DETAIL PLAN - SHEET 1
C002 EXISTING SITE PLAN C241 ROAD 1 DETAIL PLAN - SHEET 2
C003 DEVELOPMENT LAYOUT PLAN C242 ROAD 1 DETAIL PLAN - SHEET 3
C010 ROADWORKS & DRAINAGE PLAN C243 ROAD 1 DETAIL PLAN - SHEET 4
C100 BULK EARTHWORKS - PHASE 1 SITE STRIP AND C250 EXTERNAL ROADWORKS DETAIL - SHEET 1
REMEDIAL WORKS C251 EXTERNAL ROADWORKS DETAIL - SHEET 2
C101 BULK EARTHWORKS - PHASE 2 CUT AND FILL
C252 EXTERNAL ROAD LINEMARKING PLAN
C120 EARTHWORKS SECTIONS - SHEET 1
C260 TYPICAL ROAD DETAILS SUBJECT SITE
C121 EARTHWORKS SECTIONS - SHEET 2
C300 STORMWATER CATCHMENT PLAN
C140 EROSION & SEDIMENT CONTROL PLAN - PHASE 1
C301 STORMWATER Q100 FLOW PLAN
C141 EROSION & SEDIMENT CONTROL PLAN - PHASE 2
C320 STORMWATER LONGITUDINAL SECTIONS - SHEET 1
C142 EROSION & SEDIMENT CONTROL DETAILS
C321 STORMWATER LONGITUDINAL SECTIONS - SHEET 2
C150 HES BASIN DETAILS - SHEET 1
C322 STORMWATER LONGITUDINAL SECTIONS - SHEET 3
C151 HES BASIN DETAILS - SHEET 2
C340 STORMWATER PIT DETAILS
C200 ROAD 1 LONGITUDINAL SECTION
C350 LOT 100 SWALE DETAILS
C201 LAKE MACDONALD DR LONGITUDINAL SECTION
C360 BIORETENTION BASIN DETAILS
C220 ROAD 1 CROSS SECTIONS - SHEET 1
C361 BIORETENTION BASIN SECTIONS
C221 ROAD 1 CROSS SECTIONS - SHEET 2
C362 BIORETENTION BASIN NOTES
C222 LAKE MACDONALD DR CROSS SECTIONS - SHEET 1
C380 STORMWATER CALCULATIONS TABLE
C223 LAKE MACDONALD DR CROSS SECTIONS - SHEET 2
LOCALITY PLAN
N.T.S.
IMAGE SOURCE: Whereis
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C000 COVER SHEET - NOOSA COUNCIL.dwg Plot 7 June 2024 - 11:04 AM
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Section 2
3
106
2
10
107
10
5
10
7
102
109
10
IT IS THE RESPONSIBILITY OF THE
103
101
CONTRACTOR TO CONTACT THE RELEVANT
108 110 108 AUTHORITIES TO CONFIRM104THE LOCATION OF
2
10
3 109 11 6
10
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
107
4 111 110
10
105
4
111
110 10 105
107
104
6
9
10
VIOLA PLACE
10
EXISTING KERB 6
REMOVE PART OF EXISTING 107 10
113
109
AND FOOTPATH TO 105
4
10
2
BE REMOVED FOR PATH INCLUDING KERB RAMP 2
10 WIDENING 11 111
8
1
ROAD
10
10
REINSTATE M1 2 0
108
11
11 13
3 T
10 KERB FOLLOWING
AC SP176968 06
113
ELL
KERB RAMP 7 1
111 10
4
REMOVAL N
DIA
11
4
108
11
107 112 110
3
115
11
110 DIAN
ELLA 109
103
10
6 23 114 CT
5
1 0
5
27 11 11 14
10
SP176968
11
21 20 17 16 15 SP176968
28 SP176968
SP176968 SP176968 SP176968 SP176968 SP176968
115
26 22
108
SP176968
105
110
103
104 SP176968 4 SP176968
109
5
111
113
4
103 11 11 11
103
3
112
10 116 115
102 108 112 110
109
106 107 115 117 118 117 116 114 113 112 111 111 ACCESS RESERVE 109
LAKE
1
118
110
114
10
7 1
110
7
11 11
6
115
112
7
11
109
11
10
111
PART OF EXISTING Ø450 PIPE
5
11
MAC
TO BE REMOVED. REFER 119 6
PEAR TREE LANE
STORMWATER DETAILS ROAD RESERVE
1
11
11
DONA
EXISTING KERB (UNDEVELOPED)
2
AND FOOTPATH TO
103
10
3
112
114
BE REMOVED FOR
11
2 120
11
LD DR
ROAD WIDENING
106
8
1
9 11
11
113 11
103
4
110 11
104
8 7
10 10
9 EXISTING GULLY 11
5
114
105
11
113
103
8
1 EXISTING PINE FOREST
11
12 TO BE REMOVED 0
114 10 12 6
115 11
9
3
11
11 SP118458
107
102
103
6 1
11 7 12
2 11
11
0
12
118
2
119
12
7
2 11
12 33
101
5
112
1
6 C56016
11
102
11
11
118
1 17 118 3
12 5
110
11
106
119
3
12
1
12
6
4
108
114
11
109
124
120
11
120
104
113
EXISTING Ø375
105
STORMWATER DRAIN
121
122
113
5
121 TO
12
EXISTING VEGETATION
120
104
4
8
12
11
BE REMOVED AND GRUBBED
9
122
107
116
11
103
123
112
124
118
122
117
0 120
0
122
10
102
9
115 115
123
11
1 02 5 1
5
12
10 1
10
SP118458
12
126
118
111
25
121
119
104
117
51
5
6
4 12
12
LEGEND
121
11
126
12
110
COOROY CEMETERY
3
106
116
12
114
5
11114
12
4
4
101 EXISTING TO BE REMOVED
12
108
3
109
10
6 MCH655
EXISTING STORMWATER DRAINAGE 11
126
5
127 127
12
EXISTING WATER MAIN
3
EXISTING COMMUNICATIONS CABLES
11
7
120
12
Section 3
5
EXISTING UNDERGROUND ELECTRICAL
122
10
27
113
1 EXISTING BUILDING
128 EXISTING OVERHEAD ELECTRICAL
116
107
TO REMAIN 123
128
112
126
EXISTING SITE BOUNDARY
122
117
8
118
12
EXISTING TREES
119
107
124
118
120
6
EXISTING LINE OF VEGETATION
106
124
114
12
111
119
115
121
15 INTERVALS)
5 10
12 EXISTING SURFACE CONTOURS (250mm
117
124 1
1
12
3
114
110
12
127
128
116
PSM DETAILS Check all dimensions before commencement of work.
OPM 178243
113
Check Site boundary dimensions from the Title plans
110089
E 491393.910
125
NOTE: Check Building Boundary clearances by set out.
MERIDIAN IS MGA (ZONE 56) N 7079019.914 Notwithstanding the information supplied on this drawing,
110
9
RL 108.138 SCALE 1:500 (A1) - 1:1000 (A3) the location, depth and extent of underground or overhead
12
VIDE SP176968
112
services are to be confirmed and protected on site by the
109
7
12
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C002
Design - SK Drawn - SK Structural Engineers EXISTING SITE PLAN HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref : C002 EXISTING SITE PLAN Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C002 EXISTING SITE PLAN.dwg Plot 7 June 2024 - 11:04 AM
Section 4
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
PROPOSED URBAN CHR(S)
INTERSECTION UPGRADE
TO LAKE MACDONALD DR, CONNECT TO EXISTING
REFER TO SHEET PROPOSED CONNECTION TO
WATER MAIN
C250-C252 FOR DETAILS EXISTING SEWER NETWORK
13
CT SP176968
LLA
NE
DIA
PROPOSED INTERSECTION DIAN
WITH DIANELLA CT PROPOSED 6m WIDE LOCAL ELLA
URBAN ROAD WITHIN 18m 23 CT
27 WIDE ROAD RESERVE SP176968 14
21 20 17 16 15 SP176968
28 SP176968
SP176968 SP176968 SP176968 SP176968 SP176968
SP176968 26 22
SP176968 SP176968
CONNECT TO EXISTING PROPOSED 2m WIDE
SEWER MAINTENANCE HOLE INDICATIVE INDENTED CONCRETE FOOTPATH
CARPARKING BAYS ACCESS RESERVE
LAKE
(12 TOTAL)
5m
ROAD RESERVE
S LOT 3 STORMWATER
MACD
ROAD 1
6m
18m
CONNECTION POINT PEAR TREE LANE
900 PROPOSED SEWER MH. ROAD RESERVE
471m² WITHIN 3x3m EASEMENT (UNDEVELOPED)
ONAL
WITH PROPERTY
S CONNECTION TO LOT 3
W S W W
6m
D DR
LOT 2 STORMWATER
LOT 1 STORMWATER
PROPOSED 6m CONNECTION POINT
CONNECTION POINT
WIDE DRIVEWAY LOT 2 STORMWATER
ACCESS TO LOT 1 CONNECTION POINT PROPOSED TEE-HEAD TURNAROUND TO
LOT 2 STORMWATER PROPOSED 6m
CATER FOR NSC WASTE COLLECTION VEHICLE
CONNECTION POINT WIDE DRIVEWAY 13m
ACCESS TO LOT 2 INDICATIVE
1 10m 2 3 STORMWATER
TREATMENT AREA
3163m² 7854m² 9148m²
PROPOSED 10m WIDE
ACCESS RESERVE
NOTE: THE DEVELOPMENT OF LOT 3 TO
INCLUDE AN INDEPENDENT
STORMWATER TREATMENT SYSTEM AT
THE EXPENSE OF THE LOT 3 DEVELOPER 33
PROPOSED CUT-OFF SWALE WITHIN LOT 100 C56016
REFER SHEET C350 FOR DETAILS
100 1
1ha SP118458
COOROY CEMETERY LEGEND
101
MCH655 LANDSCAPE BUFFER REFER
PROPOSED COMMUNITY HOUSING ALLOTMENT
LANDSCAPE PLANS FOR DETAILS
PROPOSED BALANCE LOT FOR FUTURE PROPOSED STORMWATER DRAINAGE
CEMETERY EXPANSION
PROPOSED SEWER MAIN
PROPOSED NOOSA COUNCIL RESERVE S PROPOSED SEWER CONNECTION POINT
EXISTING BUILDING
TO REMAIN PROPOSED WATER MAIN
PROPOSED ASPHALT ROAD
W PROPOSED WATER CONNECTION POINT
PROPOSED CONCRETE FOOTPATH EXISTING STORMWATER DRAINAGE
EXISTING WATER MAIN
PROPOSED CONCRETE DRIVEWAY
INTERFACE / CHANGE OF GRADE
BIORETENTION BASIN FILTER SURFACE EXISTING SITE BOUNDARY
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:500 (A1) - 1:1000 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C003
Design - SK Drawn - SK Structural Engineers DEVELOPMENT LAYOUT PLAN HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C003 DEVELOPMENT LAYOUT
PLAN Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 29/11/23 PRELIMINARY SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C003 DEVELOPMENT LAYOUT PLAN.dwg Plot 7 June 2024 - 11:04 AM
Section 5
PROPOSED
INTERSECTION
UPGRADE REFER
C250-C252 FOR
109.
ws
&
112 0S
104
TS 1
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
| LOT 1 STORMWATER
CONNECTION POINT PROPOSED 6m
WIDE DRIVEWAYS}
ACCESSTOLOT 1“
Z
3163m?
Z
‘a1 INTERIM TURF SWALE (PRIOR TO LOT ~
& DEVELOPMENT) TO DIRECT SURFACE
FLOWS TO FIELD INLET PIT. REFER
TO SHEET C120 FOR DETAILS
s
PROPOSED
INTERSECTION
UPGRADE REFER
C250-C252 FOR
ss LOT 2 STORMWATER,
CONNECTION POINT _ “
wr
~~ PROPOSED 10m WIDE ~ “
ACCESS RESERVE
“ :
/
LOT 2 STORMWATER
CONNECTION POINT
vo « 4
PROPOSED 6m oo
~ WIDE DRIVEWAY
7 ACCESS TOLOT2 6”
~ 4
/
we
> FLOWS
7854m‘
7
7 ase Z
7 7
ye 7 /
- ’ Xs
PROPOSED CUT-OFF SWALE IN LOT 100 ”
REFER SHEET C350 FOR DETAILS Yo
TO SHEET C120 FOR DETAILS
“L_LOT2 STORMWATER
CONNECTION POINT
INTERIM TURF SWALE (PRIOR TO LOT } ~
DEVELOPMENT) TO DIRECT SURFACE
TO FIELD INLET PITS. REFER
xp
a on
N PROPOSED TEE-HEAD TURNAROUND TO
3
124
Avs.
— Ie
129
3
Mw 123
DETAILS
4g’
N
PROPOSED 900x900 TYPE 1 GRATED.
FIELD INLET WITH GROUTED ROCK
1.\, ¢ SCOUR PROTECTION SURROUND
s
102
L, 1g
¥
&Y
rer
116
Ss
Ig
113
2 2
11
s
116
0"
MCH655,
115
118
116
447
408
119
129
o
115
118
116
119
120
115
48
416
COOROY CEMETERY
2
©
&
gv
Lo
124
122
123
leq
me
122
121
123
127,
121
122
a
42h
we
126
407
wp
&
xP
@
127
124
508
1 &
SP118458 ~ -
48
126 &
lap
428
<y
aa
421,
126
&
lar
&
8
N
ep 148m?
CATER FOR NSC WASTE COLLECTION VEHICLE ep
INTERIM TURF SWALE (PRIOR TO LOT
DEVELOPMENT) TO DIRECT SURFACE
~ FLOWS TO FIELD INLET PIT. REFER
TO SHEET C120 FOR DETAILS
ory
LEGEND
DETAILS Se 4106
L
Wh
i .
yr
/\ . , \
\ R \ ~y \
Lag /
[= PROPOSED 6m WIDE LOCAL \ / 5
a1 s URBAN ROAD WITHIN 18m 23 fs 6 \ / ~
7 s WIDE ROAD RESERVE JMB eo \
SP 176968, 1 J 2 2
\ / corny
4 INDICATIVE INDENTED 2 spt7698 A sP176868
' CARPARKING BAYS SP176968 / B
(12 TOTAL) SPiTes PROPOSED 2m WIDE. / |
as “ CONCRETEFOOTPATH 5/5, ne 118
VA BR — op {unit 2 ie ta i? o 8 fi 116
LEI IIL SS ORE >
SSS SENSE EAMONN ;
= S R = S i LOT 3 STORMWATER ax
— + ROAD 1+ = am we - wy My CONNECTION POINT ’ XK &
\ _ | 17;
= — - . = — Ss oy *y RO + PEAR TREE LANE
r S : — 112 ROAD RESERVE
ny ROAD ;
— mB (UNDEVELOPED)
149 *s S113
as
Bp
u3
aw
&
Ley
ey
122
123
&y
123
PROPOSED ASPHALT ROAD.
PROPOSED CONCRETE FOOTPATH
PROPOSED CONCRETE DRIVEWAY
BIORETENTION BASIN FILTER SURFACE,
LANDSCAPE BUFFER REFER LANDSCAPE
PLANS FOR DETAILS.
PROPOSED STORMWATER DRAINAGE
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
EXISTING STORMWATER DRAINAGE
EXISTING WATER MAIN
EXISTING COMMUNICATIONS CABLES
EXISTING UNDERGROUND ELECTRICAL
EXISTING OVERHEAD ELECTRICAL
INTERFACE / CHANGE OF GRADE
EXISTING SITE BOUNDARY
EXISTING TREES
DESIGN SURFACE CONTOURS
(250mm INTERVALS)
EXISTING SURFACE CONTOURS,
(250mm INTERVALS)
& &
SCALE 1:500 (A1) - 1:1000 (A3)
30m
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Checked- CT
ae
COVE
ASSOCIATES PTY LTD
ABN 59 137 305 992
Design- SK Drawn- SK
Scales- AS SHOWN
\. Document Stage APPROVAL
7 | 227123 _| PRELIMINARY x
By
& Planning
issue Date Description
Consulting Civil &
Structural Engineers
Project Management
‘Approved
Drawing title -
124 DUPORTH AVENUE
PO BOX 16
MAROOCHYDORE QLD 4558
E-MAIL: [email protected]
Ph (07) 8443 777
Fax (07) 5443 7577
ROADWORKS & DRAINAGE PLAN
Project -
COMMUNITY AFFORDABLE
HOUSING DEVELOPMENT
NOOSA COUNCIL
Site -
Client -
62 LAKE MACDONALD DRIVE,
COOROY
233467 Sheet No.
(0010 ROADWORKS &
DRAINAGE PLAN
c010
A
This Document is copyright and shall not be copied
without written approval, nor shall it be used except
for the Development and the Site Specified.
Project No.
Digital Ref Issue :
S/
vay OP WiUncontraTeaCOTU ROADWORKS & DRAINAGE PLAN GWG
jot 7 June 2024 - 11:04 AM
Section 6
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
{7
ROAD 1;
a
yf 7 _ EXCAVATE & EXPORT EXTENT OF
~~ ~ CONTAMINATED FILL (APPROX. 1m DEPTH) |
/
- ~BREA2:
(APPROX.
7
~_~_STRIP AND STOCKPILE TOPSOIL -
200mm DEPTH)
ACLEAR EXISTING PINE PLANTATION, »
~ EXCAVATE AND EXPORT ORGANIC.
MATERIAL (APPROX. 600mm DEPTH) |
AR TREE LANE
ROAD RESERVE
* (UNDEVELOPED)
or
=
yo
ers
SRST
8
413
me
anh
13
a
PHASE 1- PRELIMINARY CUT & FILL QTY'S
Existing Surface vs. Existing Surface (Stripped)
Cut 17,900m*
Fill
Export 17,900m*
BULK EARTHWORKS LEGEND (250mm INC.)
CUT FILL
PROPOSED EARTHWORKS 0.00 - 0.25m
PROPOSED EARTHWORKS 0.25 - 0.50m
PROPOSED EARTHWORKS 0.50 - 0.75m
PROPOSED EARTHWORKS 0.75 - 1.00m
&y PROPOSED EARTHWORKS 1.00 - 1.25m
PROPOSED EARTHWORKS 1.25 - 1.50m
PROPOSED EARTHWORKS > 1.50m
124 bi EXISTING CONTOURS 3.0:
&
NOTE: REFER TO SHEET C101 DESIGNCONTOURS $057]
FOR BULK EARTHWORKS NOTES Check all dimensions before commencement of work.
o & & & Check Site boundary dimensions from the Title plans
REFER TO GEOTECHNICAL 5S = = ° Check Building Boundary clearances by set out
2 Notwithstanding the information supplied on this drawing,
2 a REPORT BY CORE CONSULTANTS SCALE 1:500 (A’ 100 (A3) the location, depth and extent of underground or overhead
~ services are to be confirmed and protected on site by the
contractor prior to commencement of works.
‘Approved
Checked- CT Consulting Civil & Drawing title - Project- COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C100
- . 7%
Desi SK __Drawn-_ 8k ks Engineers BULK EARTHWORKS - PHASE 1 HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Dict Ret: SIRBBAEMOINORS. aye: A
Scales- AS SHOWN co V Ee Project Management) 12 ourorri avenue Ph (07) 5443 7777 SITE STRIP AND REMEDIAL WORKS Cliet- NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ac} aaa | ISSUE FOR GENT REVIEW x] ASSOCIATES PTYLTD 9 pignnin PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL ABN 59 137 308 992 9 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
issue Date Description By E-MAIL: [email protected] au
Talzds data Zdservera3s407 2957 \dwg covey UP iuncontroledic 100 BULK EARTHWORKS - PHASE T.awg Tot 7 June 2024 - 11:05 AM
Section 7
104
104
104
6
102
106
10
4
108
10
107
105
103
101
4. SUPERVISION, INSPECTION & TESTING SHALL BE CARRIED OUT TO
BULK EARTHWORKS NOTES 9 109
10 FREQUENCY OF COMPACTION
6. IMPORTED FILL MATERIAL SHALL BE LOW PLASTICITY GRANULAR
IT IS THE RESPONSIBILITY OF THE
104
105 LEVEL 1 STANDARD U.N.O. TESTS ARE FILLING. PLACE FILL TO THE BUILDING PLATFORM AREAS IN LAYERS 103
1 01
107 110 CONTRACTOR TO CONTACT THE RELEVANT
10 8
3
108 TO A DEPTH OF AS FOLLOWS: 109 OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF MACHINERY
10
10
1. STRIP ALL10TOPSOIL
6 ORGANIC MATTER CONTAINING 11 0
9
10 5
111
102
AUTHORITIES TO CONFIRM THE LOCATION OF
4
10
5
BEING USED AND NOT GREATER THAN 250mm. ANY UNSUITABLE
7
10
100mm AND SPOIL TO SUITABLE STOCKPILE AREA. REMOVE RUBBLE
10
101 1 2 111 104 104 TO THE
ALL EXISTING SERVICES PRIOR
MATERIAL, OVERSATURATED MATERIALS, ORGANIC MATTER AND LOCATION 1 FREQUENCY 108
MATERIAL SHALL BE IDENTIFIED, REMOVE AND REPLACE AS 104 104
102
109 106 COMMENCEMENT OF EXCAVATION
102 OTHER UNSUITABLE MATERIAL FROM THE SITE. SPECIFIED.110 105
107
108
7 FINISHED LEVEL OR ROAD SUBGRADE (IN 104
10
104 106 110 1 per 100 m
103
0
2. EARTHWORKS ON ALLOTMENTS SHALL BE 108CARRIED109OUT IN 110
CUT OR FILL) 11 7. ALL TESTING OF EARTHWORKS SHALL BE CARRIED OUT AT THE
105
4
111
10
1
107
106
112 11
105
103 104 ACCORDANCE WITH AUSTRALIAN STANDARDS AS3798 - GUIDELINES ALLOTMENT FILL WHERE DEPTH 300 - 500mm 1 per LOT CONTRACTORS EXPENSE UNLESS NOTED OTHERWISE. 105
2
11
ON EARTHWORKS FOR COMMERCIAL 110 AND RESIDENTIAL
105
9
106
10
103
7 ALLOTMENT FILL WHERE DEPTH > 500mm 1 per LOT/500mm STOCKPILE NOTE 107
1
DEVELOPMENTS1-0COMPACTION
106
11
108 TO 95% 1STANDARD
09 (AS1289E1.1). 2
11 ALLOTMENT FILL
113
106
112
LEVEL OF INSPECTION FOR 111 109 105
8
2 LEVEL 1 11101
10
10 3. SIMILARLY, SUBGRADE COMPACTION TO 98% STANDARD 113 1. STOCKPILES OF CONSTRUCTION AND LANDSCAPING MATERIALS,
112
9
4
1
10 ANY SOFT OR COMPRESSIBLE ZONES AND
10
6
1021
AND OTHER SITE DEBRIS, SHALL BE LOCATED CLEAR FROM ANY 107
10
(AS1289E1.1). REMOVE
10
105 5. QUALITY TESTS OF IMPORTED113MATERIAL ARE REQUIRED AT A RATE
7
REPLACE WITH SUITABLE MATERIAL. POSITION FROM WHICH IT COULD BE WASHED ONTO ANY FOOTPATH, 110
10
113
OF 1 TEST PER 400 cu m OR PART THEREOF. 108 13 107
103 CT 108 114 NATURE STRIP, ROADWAY, OR INTO ANY DRAIN OR WATERCOURSE.
4
10 111 SP176968 6
LLA 112 10
106
113
NE
110
114 112 108
114 13
5 14
111
115
DIA
5
11 1
1
108 11
107 107
105
112
115
21
103 109
1111
DIAN
3
110 108
114
11
111 110 E LLA C 108
107
103 111 109
4
113
112
104
T
11
6 114
1007 23
103 1 110 14
110
115
5
27 SP176968
11
21 20 17 16 15 SP176968
11 4
SP176968
113
103 28 SP176968 SP176968 SP176968 SP176968 SP176968
1
109
22 110
115
11
3
SP176968 26
103
10 5
108
108
10 A SP176968 B C
110
3 SP176968
112
10 4
109
11 5
111
120 120 120 109
113
11
106
3
115
112
10 103 106 113
5
105
116117 116 116 112
11
116117 117 117 116 115 114 113 111 110
ACCESS RESERVE
115 112 111
LAKE
114
101
117
110
111
4
115
10
110
106
103
116
107
103
The text continues on section 8.
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