Original source · versioned page text
21598-01_20220713_C001-C004 Rev B
Attached to the e-mail Response to information request - OPW22/0163 - Email 2 of 2 - Glenridge Drive -.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn GENERAL NOTES SUBSOILS:
1. DO NOT SCALE DRAWINGS. 9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
CLARIFICATION OF THE DISCREPANCY. SUBGRADES:
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE 10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM 10T FLAT DRUM ROLLER AND ANY
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT 11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS.
AND THE SUPERINTENDENT. 12. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE DEFORMATION UNDER PROOF-ROLLING.
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE 13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING
REQUIREMENTS THEREOF. THIS INSPECTION.
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION.
SITE 8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS. STOCKPILE MANAGEMENT:
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. GUTTER, DRAIN OR WATER BODY, SUCH AS:
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE ● ON A ROAD PAVEMENT;
AND SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. ● WITHIN AN OVERLAND FLOW PATH;
● ADJACENT TO STREAM BANKS.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED;
● CONSTRUCTION PRE-START MEETING 15. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM
● SET OUT STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS).
● DEMOLITION 16. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
● SUBGRADE PROOF-ROLLS CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES.
● PRE-SEAL PROOF-ROLLS
● CONCRETE PRE-POURS
SITE REHABILITATION:
● FINAL INSPECTION
17. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN,
COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. 18. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A
MINIMUM DEPTH OF 300mm.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 19. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS.
20. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL.
SURVEY
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY NOOSA COOLOOLA LAND SURVEYS EROSION & SEDIMENT CONTROL
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). OBJECTIVES:
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION. 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE
LOCALITY PLAN 4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND
NOT TO SCALE
MAINTENANCE PERIOD.
3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
EXISTING SERVICES
MANAGEMENT PRINCIPLES:
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL
PROJECT DRAWINGS SCHEDULE BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. 4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE
EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION
DRAWING NO REVISION DRAWING TITLE 2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR (IECA). THE BASIC PRINCIPLES ARE TO:
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. ● MINIMISE THE AREA OF DISTURBANCE;
21598-01-C001 B LOCALITY PLAN, PROJECT NOTES & DRAWINGS SCHEDULE
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
21598-01-C002 B PLAN OF DEVELOPMENT 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING ● MINIMISE EROSION;
WORKS. ● MINIMISE SEDIMENTATION;
21598-01-C003 B PROPOSED CIVIL WORKS
● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
21598-01-C004 B PROPOSED CROSS SECTIONS & FUTURE ROAD LONGITUDINAL SECTION
APPROPRIATE AUTHORITIES.
CONSTRUCTION PRE-START MEETING:
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE
NOOSA SHIRE COUNCIL'S CURRENT STANDARD DRAWINGS & ADDENDUMS ARE AVAILABLE ONLINE AT 5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH
www.noosa.qld.gov.au/planning-development/development-tools-guidelines/standard-drawings NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS.
AS:
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
● REQUIRED WATER QUALITY OBJECTIVES;
CLEARING, GRUBBING AND DISPOSAL ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
OF THESE CONTROL MEASURES. ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. SITE INSPECTION AND MONITORING:
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. 6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF
CONTROL MEASURES (E.G. SITE FOREMAN).
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS.
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
6. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.
● AT LEAST DAILY WHEN RAIN IS OCCURRING;
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE);
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ● WITHIN 18 HOURS OF A RAINFALL EVENT.
LOCAL AUTHORITY. 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION.
INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE
MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
EARTHWORKS / EXCAVATION 11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY
GENERAL: CORRECTIVE ACTIONS TAKEN.
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION.
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE
UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN TRAFFIC MANAGEMENT
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE 1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED TRAFFIC
ENGINEER. CONTROL PLAN.
3. STOCKPILES SHALL BE COVERED WITH TARPS. 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE
\\tod-fs02\dropbox\2021\21598SD2_Glenridge Drive - Subdivision\4.CADD\#ACAD\2-OPW\#21598_CI_OPW_ST1.dwg
4. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. WITHIN THE APPROVED HOURS STIPULATED.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED
EARTHWORKS. TRAFFIC CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
6. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. 4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC
MANAGEMENT ISSUES.
DIAL BEFORE
5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS,
YOU DIG TOPSOIL:
7. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY
INCLUDING MOTORISTS AND PEDESTRIANS.
www.1100.com.au WARNING
ROOT AFFECTED AREAS MUST BE REMOVED.
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE OVERHEAD POWER 8. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. IN VICINITY OF WORKS DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY LOOK UP & LIVE
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
PLANNERS
Pivotal Perspective MARK BAIN 60 GLENRIDGE DRIVE, COOROIBAH STAGE 1 A1
the agreement between TOD www.pivotalperspective.com.au Designed Verified
Consulting Pty Ltd (tc) and tc's [email protected] CONSTRUCTIONS JF DR RURAL RESIDENTIAL SUBDIVISION LOCALITY PLAN, PROJECT NOTES & Drawing Number
client. This drawing shall only
be used for this specific project.
Phone : 0406 334 227
Approved RPEQ No RP DESCRIPTION LOT 47 RP860577 DRAWINGS SCHEDULE 21598-01-C001
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
B 13.07.22 OPW IR : PROJECT DRG SCHEDULE REVISIONS JF MCU APPROVAL - HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 14.06.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0033 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 13.07.22 OPW APPROVAL - RL DATUM MEASUREMENT BAR - INCREMENTS IN mm B
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Full text of sections 2 to 5 (of 8)
Section 2
31 32 33 34 LEGEND
BOREEN
RP860574 RP860574 RP860574 RP860574
PROPOSED ALLOTMENT BOUNDARY
PROPOSED BUSHFIRE ACCESS EASEMENT
POINT
GL
PROPOSED COVENANT AREA
EN
PROPOSED BUILDING ENVELOPE
GLEN
R ID
GE
RIDGE
DR
IV
E
ALLOTMENT DETAILS
LOT NO LOT AREA COVENANT AREA BLDG ENV AREA
240 3.042
8 3.170
3.020 ha 2.018
0.666 ha 0.110
0.113 ha
'6"
d46
d41
122042
'34
3.
"
36 '43
"
5.4 38d9
3.042
91d43'50"
6" 1
3'3
d4 85 13
53 72.4 2d
44 11'57
.16 "
4
McKINN
1
ON
3.020 ha
13
2d
44 11'57
.16 "
6" 4
3'3 DRI
d4 85 VE
53 72.4 NO
121
d2
44.3 '12" THROUGH
82 ROAD
107d4'22"
35.921
FUTURE STAGE 2 1
22 4.67
0d 9 20m
52
14. '7" TYP
211 399
d2'1
2 " BUSHFI
14.3 RE
201d 99
12'1 ACC
7" ESS
14.399
191d22
'23"
14.679
8 EA
3.170 ha SE
181d32'28" ME
NT
3 STAGE 1
14 30.
3d 91
38 3
1.660 ha
'47
"
13
2 4d
185d11'32"
37 51'4
203.120
.13 8"
1.599 ha 6
119
d5
70.9 0'14"
11
112d1
0'2
40.112 3" 46
RP860578
7
177d24
64.876
1.509 ha
'40"
91d13'28"
44.860
6
1.717 ha
5
1.502 ha
DRIVE
4
1.507 ha
\\tod-fs02\dropbox\2021\21598SD2_Glenridge Drive - Subdivision\4.CADD\#ACAD\2-OPW\#21598_CI_OPW_ST1.dwg
TEWANTIN
10 11 6 5
SP143418 SP143418 SP156391 SP156391
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
PLANNERS
Pivotal Perspective MARK BAIN 60 GLENRIDGE DRIVE, COOROIBAH STAGE 1 1 : 1250 A1
the agreement between TOD www.pivotalperspective.com.au Designed Verified
Consulting Pty Ltd (tc) and tc's [email protected] CONSTRUCTIONS JF DR RURAL RESIDENTIAL SUBDIVISION PLAN OF DEVELOPMENT Drawing Number
client. This drawing shall only
be used for this specific project.
Phone : 0406 334 227
Approved RPEQ No RP DESCRIPTION LOT 47 RP860577 21598-01-C002
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
B 13.07.22 OPW IR : STAGE BOUNDARY ADJUSTED JF MCU APPROVAL - HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 14.06.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0033 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 13.07.22 OPW APPROVAL - RL DATUM MEASUREMENT BAR - INCREMENTS IN mm B
Section 3
13
.25
13
.67
13
13
.2
.27 .95
5
13 12 REGRADE TABLE DRAIN TO VARIES LEGEND
WARNING 4 7 RECTIFY EXISTING PONDING.
.3
13 13.6 6 TURF INVERT 600mm WIDE, GLENRIDGE DRIVE 13.5 EXISTING CONTOURS
OVERHEAD POWER 3.1
.59 1 GRASS SEED ELSEWHERE.
10
EXISTING OVERHEAD ELECTRICITY
13
IN VICINITY OF WORKS 13
.78
LOOK UP & LIVE B .02 EXISTING UNDERGROUND COMMS (DBYD)
.25 .47 13
13
13 13 2 FUTURE ROAD WORKS (STAGE 2)
.83
.71 1:
13.5
EDGE OF EXISTING
13
13
1: PROPOSED TOP OF BANK
.77
EXISTING COMMS/NBN UTILITIES TO BE LOWERED 69 2 ROAD FORMATION
.410 3. PROPOSED INVERT
13143.2 1
.5
& PIT TO BE RELOCATED CLEAR OF NEW DRAIN
13
13
.8
DIAL BEFORE 3.3
1
PROPOSED BOTTOM OF BANK
13.25
1
20
GL .17
13
CUT FILL PROPOSED EARTHWORKS
YOU DIG .41 13 SECTION A
.88
5 13 .72
EN .09 109 m³ 817 m³
13. 3 RI 13
13
.231
.8
www.1100.com.au DG NOT TO SCALE -
13
2
E .82
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT .346 7 13
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE 13 133.33.3
11
13
.75
.8
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
8
.35
30
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
13
13
13
.5
.9
3
.81 .24
5
13
13 13
.7
.
.25
89
13
13 6
.36 13.8
13 .38 14 .38
3 13 13
13
.4
.39
.9
13
3
40
13
.30
14
.0
13
.5
3
13
A 8
E 497423.339 E 497433.638 3.8 .94
13
2)
13
1
.9
- 13
6
.7
N 7084567.501 N 7084566.987 8
5
13.25
E 3.2
13.
99
AG IL 12.868 IL 13.100 .136
13
(ST .42 3 13.5
50
13 14.
13
.4
09
.48
E 497445.799 13
.94
13.
6
14
.9 .65
.53 13 0
.01
N 7084555.697 13
75
13 13
3.9
13.99
IL 13.280 3 14.0
.5 1 13.92 5
13.5
13 60
. 7 4
143 13.8 .7
60
.5 14.04 1
4.0 1 4.1 13 .80
13 .98 7 4 .06 13
.7 4
13 14
13 .91 14.0
13 3 62 68 164.0 8
13
.81
6 . . 9 8
3 .8 . 7 3 3 . 14
113.86.86 13 1 1 13 1036
13 4 .
14 14
AD 13
.7
13
.65
14.1
8 14.1
RO RECONSTRUCT EXISTING DRIVEWAY 145 .1
3
14.1
70
0 .0 1 4
GENERALLY IN ACCORDANCE WITH 3.8 1.482
NOOSA COUNCIL STD DRG RS-056 1
13
14.2
3 .89
13
13
14.2
14.1714.1
13.5
.75
8
.04
14
5
.84 Section 4
1143.1
. 6 14
13 164 .99
.82 1324
14.25
5
EXCAVATE A FREE DRAINING TABLE DRAIN IN STAGE 1 4 .2
.29
.2
14.214
13 3.8 3
14
. 14
TO SUIT THE ULTIMATE ROAD PROFILE (STAGE 2). 1 14
.07
80
REFER CROSS SECTIONS ON DRG 21598-01-C004. 14.31 14.31
.89 14
13.25 B B FILL THE MINOR DEPRESSION TO REMOVE 13 .35 .31
12
.74
14.24 1 4 14 1
.7
PONDING AND PROMOTE SHEET FLOW
.5
5
13 1 DRIVE 14.40
4.1
1 .17
14.40 14
14 .21
RE 14.57
2
.04 5 14
90 .55
.02
TU .00
14.3
14 9 143 13.9 .29
4
88
14
FU 13
.8
13
.9 14 14.49 NO
13.5 .4 03 14.64
13.75
THROUGH
1 14.44
14
ROAD
14.5
13 14.25 .34 14.58
.84 14.13 .54 .62
13 14 14 14
8
12.5 13
.8 .4 228 .4 18
1.2 1
14
13.5
.82
13.25
.80 13
13
.24
14
.08
13.25
14 .76 14.25
5 13 .40 .46
13.
2 0 .31 14 14
.1 14
14 1 .26
12.75 3.7 14
14.5
EXISTING DWELLING TO REMAIN 1
.07
13.5 14
13
13.75
14
13.25
12
.5
12.25
13
12.2 13
5
12.75
EXISTING VEGETATION WITHIN THE PROPOSED
BUSHFIRE ACCESS EASEMENT TO BE CLEARED.
REFER LANDSCAPING DRAWINGS AND 12.75
PROJECT NOTES ON DRG 21598-01-C001.
PLATFORM LEVEL
13
12.5
13
.5
12.2 RL13.46
.75
5
12.
13
75
.2
5
12
.5
12
1:4
BAT
TER
TO
EXIS
12 TIN
G (T
YP) 13
12.25
\\tod-fs02\dropbox\2021\21598SD2_Glenridge Drive - Subdivision\4.CADD\#ACAD\2-OPW\#21598_CI_OPW_ST1.dwg
12
11.75
12.25
12.
5
11.75
12
12 12.
75
REFER DRG NO 21598-01-C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with MARK BAIN 60 GLENRIDGE DRIVE, COOROIBAH STAGE 1 1:250 UNO A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's CONSTRUCTIONS JF DR RURAL RESIDENTIAL SUBDIVISION PROPOSED CIVIL WORKS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 47 RP860577 21598-01-C003
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
B 13.07.22 OPW IR : COMMS, L8 ACCESS & ADJACENT FILL JF MCU APPROVAL - HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 14.06.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0033 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 13.07.22 OPW APPROVAL - RL Section 5
DATUM MEASUREMENT BAR - INCREMENTS IN mm B
The text continues on section 6.