Original source · versioned page text
Vehicle access
Attached to the e-mail Ind Bus Type 2, Reconfigure a Lot (Access Easements) & Op Works (Comm site investigation report, Vehicle access & Stormwater Mgmt) - MCU18/0120, RAL18/0013 & OPW18/0197 .msg.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
DATE PLOTTED: 5 June 2018 10:26 AM BY : MARK TABER
TAYLOR COURT COOROY
PROPOSED VEHICLE ACCESS
ENGINEERING WORKS
GENERAL NOTES: EARTHWORKS NOTES:
SCHEDULE OF DRAWINGS G.1. ALL ELEMENTS TO BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN EW.1. EARTHWORKS SHALL BE IN ACCORDANCE WITH JOB SPECIFICATIONS AND AS 3798-2007
DRAWING No. DESCRIPTION STANDARDS, COUNCIL DEVELOPMENT GUIDELINES AND IPWEA STANDARD DRAWINGS. ('GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS').
250660-CI-001 TITLE SHEET AND DRAWING SHEDULE G.2. ALL PRODUCTS AND MATERIALS TO BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY EW.2. FILL SHALL BE PLACED AND COMPACTED TO THE FOLLOWING STANDARDS:
SPECIFICATIONS (I) COHESIVE MATERIALS:- ALLOTMENT FILL SHALL ACHIEVE A MINIMUM DRY DENSITY
250660-CI-002 SITE PLAN
G.3. WHERE PROVIDED, THE ACCOMPANYING BILLS OF QUANTITIES SHALL ONLY SERVE AS A RATIO (M.D.D.R.) OF 95% STANDARD. COMMERCIAL ALLOTMENT FILL SHALL ACHIEVE A 98%
250660-CI-003 LAYOUT PLAN
SUPPLEMENT FOR PRICING PURPOSES. THE CONTRACTOR SHALL ALLOW FOR ALL WORKS STANDARD. DENSITY RATIO (M.D.D.R.)
250660-CI-004 DETAIL PLAN - SHEET 1 REQUIRED TO COMPLY WITH THE DRAWINGS. THIS INCLUDES ANY TEMPORARY, ROAD EMBANKMENTS SHALL ACHIEVE THE FOLLOWING MINIMUM STANDARDS.
250660-CI-005 DETAIL PLAN - SHEET 2 INTERMEDIATE OR PROTECTIVE WORKS REQUIRED TO FACILITATE FINAL CONSTRUCTION. (A) GREATER THAN OR EQUAL TO 0.3m BELOW PAVEMENT SUBGRADE: 95% STD.
250660-CI-006 PAVEMENT JOINTING PLAN G.4. ALL SERVICES WITHIN THE WORKS AREA TO BE IDENTIFIED, DESIGNATED AND DEACTIVATED, M.D.D.R.
250660-CI-007 PAVEMENT JOINTING DETAILS WHERE PRACTICAL (B) LESS THAN 0.3m BELOW PAVEMENT SUBGRADE: 100% STD. M.D.D.R.
250660-CI-010 VEHICLE TURN PATHS G.5. SERVICES SHOWN ON THESE PLANS ARE ONLY THOSE EVIDENT AT THE TIME OF SURVEY, (II) NON COHESIVE MATERIALS:- FILL SHALL ACHIEVE A MINIMUM DENSITY INDEX RATIO OF
FROM AS CONSTRUCTED SURVEY AND FROM 'DIAL BEFORE YOU DIG' SEARCHES. THERE MAY 75%.
BE MORE SERVICES NOT SHOWN ON THESE DRAWINGS. EW.3. GEOTECHNICAL CERTIFICATION SHALL BE 'LEVEL 1' AS PER AS.3798.
G.6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE RELEVANT SERVICE EW.4. ALL ALLOTMENTS TO FALL TO ROADWAY WITH A MINIMUM GRADE OF 1%.
UTILITY PROVIDERS TO CONFIRM THE LOCATION OF ALL EXISTING SERVICES PRIOR TO EW.5. EXCESS SPOIL TO BE TRANSPORTED TO A LOCATION CONFIRMED BY SUPERINTENDENT.
COMMENCEMENT OF WORKS. EW.6. PRELIMINARY INVESTIGATION INTO ROAD CORRIDORS. TEST PIT EXCAVATION WITHIN NEW
G.7. ANY DAMAGE TO SERVICES SHALL BE REPAIRED BY THE CONTRACTOR OR THE RELEVANT ROAD CARRIAGEWAYS SHALL BE UNDERTAKEN TO INVESTIGATE SUBGRADE MATERIALS,
AUTHORITY AT THE CONTRACTOR'S EXPENSE. PRIOR TO IMPORT OF ANY FILL TO IDENTIFY.
EROSION AND SEDIMENT CONTROL NOTES:
G.8. THIS PROJECT HAS BEEN DESIGNED GDA94 (MGA56) AS SUPPLIED BY AAM SURVEY.
- THE SITE IS TO BE MANAGED AND STAGED TO KEEP THE EROSION RISK G.9. ALL SETOUT DATA TO BE SUPPLIED ELECTRONICALLY.
POTENTIAL AS LOW AS PRACTICAL AT ALL TIMES. IT IS THE CONTRACTORS CONCRETE NOTES:
RESPONSIBILITY TO ENSURE THAT THE GENERAL ENVIRONMENTAL DUTY, C.1. NON-VEHICULAR PATHS ONLY MAY USE DANLEY 'EXPANDA' JOINT SYSTEMS
SITE OF WORKS CONCRETE PAVEMENTS <1X10^6 ESA TO BE DETAILED IN ACCORDANCE WITH CPAA RESIDENTIAL
AS DEFINED IN THE ACT, IS OBSERVED FOR THE DURATION OF THE WORKS. ROADWORKS AND INTERSECTION NOTES: STREETS / AUSTROADS LIGHT TRAFFIC DESIGN GUIDES.
- ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED IN R.1. FOR DETAILS OF KERBS AND CHANNELS REFER TO IPWEA STANDARD DRAWING RS-080. C.2. CONCRETE PAVEMENTS ≥ 1X10^6 ESA TO BE DETAILED IN ACCORDANCE WITH NSW TRANSPORT
ACCORDANCE WITH I.E. AUST. SOIL EROSION AND SEDIMENT CONTROL R.2. ALL CO-ORDINATE SETOUT POINTS OF KERB AND CHANNEL ARE TO THE LIP LINE AND ROADS AND MARITIME SERVICES (RTA) STANDARD DRAWINGS (JRCP AND SFCP SERIES) AND
MANUAL, NSC MANUAL FOR EROSION AND SEDIMENT CONTROL, IECA BEST NOMINATED LEVELS ARE LIP LEVELS. RESPECTIVE SPECIFICAITONS (AS REFERENCED IN AUSTROADS AGPT02 - STRUCTURAL DESIGN).
PRACTICE EROSION AND SEDIMENT CONTROL AS DETAILED ON THIS PLAN, R.3. ROOFWATER PIPES UP TO 225 DIA. ARE UPVC, S.W. UNLESS NOTED OTHERWISE. ANY DISCREPENCY BETWEEN THE TRMS (RTA) STANDARDS & THE PROJECT SPECIFICATION IS TO
STORMWATER PIPES BETWEEN 300 AND 600 DIA. ARE R.C.P. CLASS 3, R.R.J. BE BROUGHT TO THE ATTENTION OF THE DEISGN ENGINEER.
OR AS REQUIRED FOR COMPLIANCE WITH THE REQUIREMENTS OF THE
STORMWATER PIPES 675 DIA. AND OVER ARE R.C.P. CLASS 2, R.R.J. C.3. GRANULAR SUB-BASE UNDER CONCRETE TO BE CRUSHED ROCK, ROADBASE OR APPROVED
ENVIRONMENTAL MANAGEMENT PLAN
R.4. FOR RESIDENTIAL AND COMMERCIAL DRIVEWAY CROSSOVERS, REFER TO IPWEA ALTERNATIVE (CBR15 MIN.) FOR VEHICLE PAVEMENTS. 'CRUSHER DUST' TO BE USED UNDER
STANDARD DRAWINGS RS-050 AND RS-051. PATHS AND NON TRAFFICABLE CONCRETE TO PROVIDE DETAILED SHAPE AND FALLS TO
LOCALITY PLAN R.5. PROVIDE KERB RAMPS WHERE SHOWN. REFER TO IPWEA STANDARD DRAWINGS CONCRETE PAVEMENTS AS NECESSARY.
SCALE A1 - N.T.S. RS-090 TO R-094. C.4. GRANULAR SUB-BASE SHALL BE COMPACTED AS SPECIFIED, TO A UNIFORMLY SMOOTH, FLAT
A3 - N.T.S. R.6. FOR DETAILS OF CONCRETE FOOTPATHS, REFER TO IPWEA STANDARD DRAWING SURFACE TO THE SATISFACTION OF THE SUPERINTENDENT PRIOR TO CONCRETE PLACEMENT.
RS-065. C.5. ARCHITECTURAL FINIHSES TO VEHICULAR PAVEMENT SHALL NOT COMPROMISE THE NOMINATED
R.7. REFER TO ELECTRICAL CONTRACTOR'S DRAWINGS FOR ELECTRICAL CONDUIT AGGREGATE SIZE (20mm), LIMIT THE EFFECTIVENESS OF LINEMARKING OR COMPROMISE SKID
ENERGY SERVICE PROVIDERS LOCATIONS. RESISTANCE. FULL DEPTH COLOUR TREATMENTS AND BROOM FINISHES ARE GENERALLY
ACCEPTABLE. ANY OTHER TREATMENTS MUST BE APPROVED PRIOR TO USE.
AGL C.6. ALL SERVICE COVERS WITHIN SHARED / BICYCLE PAVEMENTS TO BE INFILL TYPE, WHERE
ERGON.
ENERGY
energex PAVEMENT NOTES: POSSIBLE, TO MINIMISE SLIP HAZARD. CONCRETE INFILL COVERS ARE NOT ACCEPTABLE FOR
origin P.1. ALL PAVEMENT DEPTHS SHALL BE CONFIRMED BY SUBGRADE TESTING PRIOR TO UNITYWATER ASSETS.
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM CONSTRUCTION, IN ACCORDANCE WITH IN ACCORDANCE WITH THE SPECIFICATION. C.7. FIXED INTERNAL PENETRATIONS AND EDGES ABUTTING STRUCTURES TO BE ISOLATED WITH A
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED IN-SITU DCP SAMPLES TO USE DTMR METHOD Q114B. 10mm FLEXIBLE (ABLEFLEX) JOINT. VALVE COVERS AND OTHER 'FLOATING' SERVICES MAY BE
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
P.2. IN CUT, MINIMUM TREATMENTS FOR CBRS LOWER THAN 3% ARE AS FOLLOWS; (EITHER DIG CAST DIRECLTY INTO THE SLAB.
AND REPLACE OR ADD BELOW LOWER SUB-BASE) C.8. ALL INTERNAL CORNERS AND PENETRATIONS REQUIRE 2X PARALLEL N12 TRIMMERS (900mm
BEFORE YOU DIG P2.1. CBR 2 = +200mm ROCKFILL OR CBR10 FILL LONG) ACROSS EACH CORNER TO CONTROL CRACKING, UNLESS ALIGNED WITH AN APPROPRIATE
SERVICE LOCATIONS TELECOMMUNICATIONS P2.2 CBR 1 = +400mm ROCKFILL OR CBR10 FILL. FORMED OR INDUCED JOINT.
It is the responsibility of the Foreman to SERVICE PROVIDERS P.3. ALL ASPHALT SHALL BE UNDERLAIN WITH A SEAL AS FOLLOWS; C.9. FOR SLABS ≤100mm THICK, SUFFICIENT COMPACTION IS ACHIEVED THOUGH SCREEDING
contact the relevant service authorities P.3.1.1. MINOR ROADS (ESA's <1.0x106) 7mm EMULSION PRIMER-SEAL. PROCESS. FOR >100mm THICK AN IMMERSION VIBRATOR MUST BE USED TO ADEQUATELY DISPEL
' yes' Telstra visionstream
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-001 TITLE SHEET.dwg
to ascertain the exact location of OPTUS P.3.1.2. MAJOR ROADS (ESA's ≥1.0x106) AMC00 PRIME AND 10mm C170 SEAL. ENTRAINED AIR
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-HR Design Logo
services prior to construction. P.4. WHERE STENCIL PRINT/STAMPED AC FINISH IS TO BE CONSTRUCTED, USE AN ADDITIONAL C.10. SURFACE SHALL BE TREATED WITH A MOISTURE EVAPORATION RETARDANT (ALIPHATIC ALCOHOL)
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
10mm DENSE GRADED AC ON TOP OF THE SPECIFIED AC SURFACING DEPTH AND SUB-BASE AFTER SCREEDING AND PRIOR TO FLOATING.
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
Manual of Uniform Traffic Control Devices PRIOR TO START OF CONSTRUCTION. PHONE DBYD ADJUSTED TO MAINTAIN OVERALL PAVEMENT THICKNESS. C.11. AN ADDITIONAL CURING COMPOUND MUST BE APPLIED OVER FINISHED WORKS. THE PRODUCT
SERVICE LOCATIONS ON 1100 FOR DETAILS. P.5. FINAL SURFACING DESIGN TO BE PROVIDED FOR APPROVAL BY THE SUPERINTENDENT. MUST BE APPROPRIATE FOR THE NOMINATED ARCHITECTURAL FINISH AND APPLIED IN
DESIGNS NOMINATED ON THE PROJECT DRAWINGS TO BE ADJUSTED TO SUIT SITE ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS
PLEASE CONTACT THE NSC'S C.12. LMC SUB-BASE TO BE CURED BY THE APPLICATION OF A WAX EMULSION HYDROCARBON RESIN.
CONDITIONS.
ARBORIST PRIOR TO ANY C.13. CONCRETE CUTTING SHALL BE UNDERTAKEN WITHIN 8 HOURS OF PLACEMENT. A SOFF-CUT SAW
NOTE: ALL SIGNS & LINE MARKING TO BE IN P.6. CLEAN OUT PITS SHALL BE PROVIDED TO BLIND ENDS OF 100mm DIA. SUBSURFACE
CONSTRUCTION FOR ADVICE ON TREE IS RECOMMENDED TO ENSURE CORRECT DEPTH OF CUTS, MINIMISE SPALLING AT ARRISES AND
DRAINAGE PIPES IN ACCORDANCE WITH IPWEA STANDARD DRAWING NO RS-140.
ACCORDANCE WITH THE MANUAL OF ROOT PROTECTION IN THE VICINITY PERMIT CUTTING WITHIN THE APPROPRIATE TIME.
UNIFORM TRAFFIC CONTROL DEVICES. OF THE WORKS TO BE CARRIED OUT. C.14. FINISHED SURFACE SHALL NOT BE TRAFFICKED EARLIER THAN 10 DAYS AFTER PLACEMENT.
Drawn Date Client
M.T. 6/06/2018 HR DESIGN
© Cardno Limited All Rights Reserved. Checked Date Project Status
TALYOR COURT COOROY
This document is produced by Cardno Limited solely for the
A.R.
Designed
6/06/2018
Date
FOR APPROVAL
benefit of and use by the client in accordance with the PROPOSED VEHICLE ACCESS NOT TO BE USED FOR CONSTRUCTION PURPOSES
NORTH
M.T. 6/06/2018
terms of the retainer. Cardno Limited does not and shall not ENGINEERING WORKS Datum Scale Size
Verified Date
assume any responsibility or liability whatsoever to any third Cardno (Qld) Pty Ltd | ABN 57 051 074 992
Level 1, 9 Maud Street
D.H. 6/06/2018 Title AHD AS SHOWN A1
party arising out of any use or reliance by third party on the Approved
Maroochydore, QLD 4558 Drawing Number Revision
content of this document.
1 6/06/2018 FOR APPROVAL M.T. A.R. Tel: 07 5443 2555 Fax: 07 5443 5642
Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au TITLE SHEET AND DRAWING SHEDULE 250660-CI-001 1
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Full text of sections 2 to 6 (of 11)
Section 2
DATE PLOTTED: 5 June 2018 2:45 PM BY : MARK TABER
LEGEND - PROPOSED:
NOMINAL KERB LINE
PAVEMENT TYPE P1 -
CONCRETE TURNING HEAD
PAVEMENT TYPE P2 - CONCRETE
VEHICLE CROSSOVER
TURFED VERGES & EMBANKMENTS
PROPOSED ACCESS EASEMENT BOUNDARY
BR
UC STAGE/CONSTRUCTION BOUNDARY
E
HI
GH
W
AY
HO
LOT 1 LT
RO
AD
PROPOSED ENTRIES
TO LOTS 1 & 2
LOT 3
T
UR
PROPOSED VEHICLE TURNING HEAD WITH
ASSOCIATED EASEMENTS FOR ACCESS
CO
OR
YL
PROPOSED EXIT FROM LOT 5
TA
LIMIT OF WORKS
LOT 2
LOT 6
PROPOSED COMMERICIAL DEVELOPMENT PROPOSED ENTRY TO LOT 5
LOT 5
XREF's: X-250660 Aerial; X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo
PLAN
SCALE A1 - 1 : 1000
A3 - 1 : 2000
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-002 SITE PLAN.dwg
0 20 40 60 80 100m
SCALE 1:1000 @A1
Drawn Date Client
M.T. 6/06/2018 HR DESIGN
© Cardno Limited All Rights Reserved. Checked Date Project Status
TALYOR COURT COOROY
This document is produced by Cardno Limited solely for the
A.R.
Designed
6/06/2018
Date
FOR APPROVAL
benefit of and use by the client in accordance with the PROPOSED VEHICLE ACCESS NOT TO BE USED FOR CONSTRUCTION PURPOSES
NORTH
M.T. 6/06/2018
terms of the retainer. Cardno Limited does not and shall not ENGINEERING WORKS Datum Scale Size
Verified Date
assume any responsibility or liability whatsoever to any third Cardno (Qld) Pty Ltd | ABN 57 051 074 992
Level 1, 9 Maud Street
D.H. 6/06/2018 Title AHD AS SHOWN A1
party arising out of any use or reliance by third party on the Approved
Maroochydore, QLD 4558 Drawing Number Revision
content of this document.
1 6/06/2018 FOR APPROVAL M.T. A.R. Tel: 07 5443 2555 Fax: 07 5443 5642
Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au SITE PLAN 250660-CI-002 1
Section 3
DATE PLOTTED: 5 June 2018 2:52 PM BY : MARK TABER
/
PROP. EMT
REALIGN FENCE TO
/ SM3 KERB INTEGRAL WITH SLAB
LOT 1 & 2 COMMON BDY
/
SM3
SM3
/
CONSTRUCT NEW COMMERCIAL
LOT 1 4 11.0 & VARIES
/ VEHICLE CROSSING TYPE B
VERGE (TURFED) CARRIAGEWAY 0.15
/
/
6
/
LOT 3 2.5%
% VARIES
TAKE AND REMOVE EXISTING
/
/ 375Ø PIPE AND END WALLS / MATCH NEATLY TO EXISTING
KERB AND CONCRETE PAVEMENT VERGES AND 1 in 6 EMBANKMENTS TO BE
/ PAVEMENT AS SPECIFIED
TURFED OR GRASS SEEDED ON MIN.
/
VC /
/ SM 100mm TOPSOIL
3 SECTION A
TAKE AND REMOVE WASHOUT BAY /
/
/
SCALE A1 - 1 : 100 -
12
12
& ABOVE GROUND WATER TANK A3 - 1 : 200
2.7
/
3
SM
2
/
.8
/ PAVEMENT SPECIFICATIONS:
/
/
/ SM3 ASSUMED STREET
TYPE DESCRIPTION
(CBR) CLASSIFICATION
/ /
/
200mm CONCRETE SLAB (N32/20), SL92 MESH 60mm TOP COVER CONCRETE
/
/
A P1 150mm GRANULAR SUB-BASE (CBR15 MIN.)
VC
6
122.8
/
3 ROAD/TURNING HEAD
- / REFER NOTE C.5 ON DRAWING 250660-CI-02
/
RELOCATE SITE FENCING AND GATES TO NEW
LOT 2 /
/
EASEMENT & VEHICLE CROSSING LOCATIONS 175mm CONCRETE SLAB (N32/20), SL82 MESH 60mm TOP COVER COMMERCIAL
/ / P2 125mm GRANULAR SUB-BASE (CBR15 MIN.) 3 CONCRETE
122.7 REFER NOTE C.5 ON DRAWING 250660-CI-02 DRIVEWAY
/
/ /
CONSTRUCT NEW COMMERCIAL .6 /
VEHICLE CROSSING TYPE B 122
/
SM MATCH NEATLY TO EXISTING
3 .5
/
122 KERB AND CONCRETE PAVEMENT
/
/
CONSTRUCT NEW CONCRETE TURNING HEAD &
/
/
CREATE EASEMENTS FOR ACCESS AS REQUIRED
SM3 TAKE UP AND REMOVE SECTION OF CENTRAL
/
MEDIAN AND CONSTRUCT PAVEMENT TYPE A /
/
/ FOR RIGHT TURN EXIT FROM LOT 5
/
/
T
ADJUST SEWER MS COVER TO /
/
UR
SUIT FINISHED SURFACE LEVEL / VC /
CO
/
/
SM3 /
/
/
/
O R
YL
/
/
/
CONSTRUCT NEW COMMERCIAL
TA
VEHICLE CROSSING TYPE B 9
/
/
/
/
/
/
/
LEGEND - EXISTING
/
/
ELECTRICAL UNDERGROUND
/
SEWER GRAVITY MAIN
/
/
TELECOMMUNICATION CONDUITS
/
WATER MAIN /
WATER SERVICE (TBC)
/
STORMWATER DRAINAGE
/
/
ROAD CROWN
/
EDGE OF BITUMEN /
KERB
/
TOP OF EMBANKMENT /
/
CHANGE OF GRADE
/
BOTTOM OF EMBANKMENT
/
TABLE DRAIN
/
BUILDING
/
/
/ / FENCE MAKE GOOD EXISTING CONCRETE FOOTPATH
/
/
PROPERTY BOUNDARIES
EXISTING CONTOURS LOT 5 /
/
EXISTING VEGETATION OUTLINE RELOCATE STREET LIGHT. REFER ELECTRICAL
/
LEGEND - PROPOSED: (PROPOSED COMMERCIAL DEVELOPMENT) ENGINEER'S DRAWINGS FOR DETAILS
/
NOMINAL KERB LINE
/
/
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo
SM3 TAKE UP AND REMOVE EXISTING VEHICLE
IPWEA KERB TYPE SM3 PROFILE. REFER CROSSING. CONSTRUCT NEW
/
Std Dwg RS-080 FOR DETAILS COMMERCIAL VEHICLE CROSSING TYPE B
VC
LOT 6
/
VC /
IPWEA COMMERCIAL CROSSING TYPE B.
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-003 LAYOUT PLAN.dwg
REFER Std Dwg RS-051 FOR DETAILS /
/
PAVEMENT TYPE P1 - TAKE UP AND REMOVE EXISTING SITE 9
CONCRETE TURNING HEAD FENCE & GATE. REINSTATE AS PART
/
PAVEMENT TYPE P2 - CONCRETE OF LOT 5 ENTRY STATEMENT WORKS
/
VEHICLE CROSSOVER
TURFED VERGES & EMBANKMENTS MAKE GOOD EXISTING CONCRETE FOOTPATH
/
/
3.50 FINISHED CONTOURS
/
/
LIMIT OF EARTHWORKS /
PROPOSED ACCESS EASEMENT BOUNDARY PLAN 0 5 10 15 20 25m
STAGE/CONSTRUCTION BOUNDARY SCALE A1 - 1 : 250
SCALE 1:250 @A1
A3 - 1 : 500
Drawn Date Client
M.T. 6/06/2018 HR DESIGN
© Cardno Limited All Rights Reserved. Checked Date Project Status
TALYOR COURT COOROY
This document is produced by Cardno Limited solely for the
A.R.
Designed
6/06/2018
Date
FOR APPROVAL
benefit of and use by the client in accordance with the PROPOSED VEHICLE ACCESS NOT TO BE USED FOR CONSTRUCTION PURPOSES
NORTH
M.T. 6/06/2018
terms of the retainer. Cardno Limited does not and shall not ENGINEERING WORKS Datum Scale Size
Verified Date
assume any responsibility or liability whatsoever to any third Cardno (Qld) Pty Ltd | ABN 57 051 074 992
Level 1, 9 Maud Street
D.H. 6/06/2018 Title AHD AS SHOWN A1
party arising out of any use or reliance by third party on the Approved
Maroochydore, QLD 4558 Drawing Number Revision
content of this document.
1 6/06/2018 FOR APPROVAL M.T. A.R. Tel: 07 5443 2555 Fax: 07 5443 5642
Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au LAYOUT PLAN 250660-CI-003 1
Section 4
DATE PLOTTED: 5 June 2018 2:51 PM BY : MARK TABER
LEGEND - PROPOSED:
CONTROL LINE - KLL
NOMINAL KERB LINE
LOT 1 6 SM3
IPWEA KERB TYPE SM3 PROFILE. REFER TAG CHAINAGE EASTING NORTHING LENGTH RADIUS A.Length
10 Std Dwg RS-080 FOR DETAILS
VC TP 0.000 491428.074 7076123.088
IPWEA COMMERCIAL CROSSING TYPE B.
0
C1 IP 3.538 491424.587 7076123.691 7.004 20.0 7.004
9
60.00
122.95 REFER Std Dwg RS-051 FOR DETAILS
05 TP 7.004 491421.105 7076123.061
3. 11 PAVEMENT TYPE P1 -
12 00
50.
.
1 23 5 1 22.90 CONCRETE TURNING HEAD TP 7.004 491421.105 7076123.061
122.9 2.90 C2 IP -24.976 491452.575 7076128.753 60.281 15.0 60.281
000
12 PAVEMENT TYPE P2 - CONCRETE
122.85
122.80 TP 67.285 491428.078 7076149.312
122.85 VEHICLE CROSSOVER
8
85 5
.2 28
VC TURFED VERGES & EMBANKMENTS IP 67.285 491428.078 7076149.312
L1 1.000 -
68 67.
12 3.50 FINISHED CONTOURS IP 68.285 491428.844 7076148.669
CT
122.80
SM LIMIT OF EARTHWORKS
3
PROPOSED ACCESS EASEMENT BOUNDARY CONTROL LINE - KLR
05
3.
STAGE/CONSTRUCTION BOUNDARY
12
L1
TAG CHAINAGE EASTING NORTHING LENGTH RADIUS A.Length
7
12
SETOUT TABLE
0
3.1
12
12 TP 0.000 491423.107 7076131.943
2.8
2.7
2.7
12
0
5 C3 IP 3.610 491419.549 7076132.550 7.143 20.0 7.143
0
3
PT No. EASTING NORTHING SETOUT POINT LEVEL
SM
TP 7.143 491416.427 7076134.363
CC17.118
122.85
40.
20.000
000 1 491405.15 7076130.84 KI 122.71 TP 7.143 491416.427 7076134.363
6 C4 IP 19.058 491406.123 7076140.346 9.975 4.0 9.975
MATCH NEATLY TO EXISTING 2 491402.17 7076133.62 DWAY 122.93 TP 17.118 491417.950 7076141.792
KERB AND CONCRETE PAVEMENT
3 491399.62 7076135.15 DWAY 123.03 TP 17.118 491417.950 7076141.792
5 C5 IP 25.679 491426.447 7076142.831 16.177 20.0 16.177
4 491399.73 7076141.15 DWAY 123.09
0
SM3 TP 33.295 491433.065 7076137.401
.00
C2
4 CONTROL LINE KLR C5 5 491402.33 7076142.59 DWAY 123.05
30
R15 122.85
6 491405.41 7076145.26 KI 122.92
R20
123.00
5
5
9
3.0
.2
7 491408.62 7076149.17 KI 122.90
12
33
R4 .95
C4
122 8 491410.65 7076152.71 DWAY 123.04
VC
.00
6
123
122.80
.90
122.95
122
9 491411.56 7076155.53 DWAY 123.06
122.90
2.8
5 10 491417.42 7076156.79 DWAY 123.00
12
0 0
122.85
3
I.P.42.092, 122.971
0
I.P.18.121, 122.921
10 . 11 491419.42 7076154.59 DWAY 122.92
122.80
0
122.75 122.8
0 12 491422.72 7076152.20 KI 122.75
30.00
2
R20
LOT 2 122.7
5
C3
122.95
43
122.70
7.1
122.90
1
42.092, 122.892
18.121, 122.842
52.092, 122.826
32.092, 122.800
10.621, 122.788
25.621, 122.740
CC
65
122.
CONTROL LINE KLL
0.000
.60
122.85
122
MATCH NEATLY TO EXISTING
.55
KERB AND CONCRETE PAVEMENT VC LENGTH VC 20 VC LENGTH VC 15
122 RADIUS R 633 RADIUS R 359
0
GRADE 1.708% -1.452% GRADE 1.773% -2.403%
122.8
.50
1 22
SM
3 5
2.4
12 DATUM RL 115.0 DATUM RL 115.0
00
.0
-0.000
-0.007
-0.000
-0.013
-0.086
0.179
0.313
0.085
0.394
0.140
0.000
0.288
0.106
0.000
.40
122 CUT/FILL CUT/FILL
122
20
C1
.75
(Depth of) (Depth of)
12
2.7
R20
122.166
122.252
122.371
122.593
122.866
122.886
122.711
122.605
122.590
122.518
122.511
122.599
122.726
122.811
122.844
122.832
122.556
122.436
DESIGN DESIGN
0
12
2.
04
65 12
0.000
122 12 2. LEVELS LEVELS
10.000
.60 2. 50
55
RC7.0
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo
122.252
122.550
122.907
122.951
122.878
123.105
122.745
122.590
Section 5
122.599
123.014
122.798
122.950
122.746
122.556
EXISTING SURFACE EXISTING SURFACE
LEVELS LEVELS
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-004-005 DETAIL PLAN.dwg
0.000
7.004
0.000
7.143
20.000
37.145
40.000
60.000
67.285
68.285
73.285
12.130
17.118
20.000
33.295
38.295
-5.000
-5.000
CHAINAGE CHAINAGE
HC DATA R -20 R 15 R 15 HC DATA R 20 R 4 R 20
KLL KLR
PLAN
0 1 2 4 6 8 10m
SCALE A1 - 1 : 100
A3 - 1 : 200
LONGITUDINAL SECTIONS
SCALE A1 - 1:1000(H) 1:100(V)
SCALE 1:100 @A1 A3 - 1:2000(H) 1:200(V)
Drawn Date Client
M.T. 6/06/2018 HR DESIGN
© Cardno Limited All Rights Reserved. Checked Date Project Status
TALYOR COURT COOROY
This document is produced by Cardno Limited solely for the
A.R.
Designed
6/06/2018
Date
FOR APPROVAL
benefit of and use by the client in accordance with the PROPOSED VEHICLE ACCESS NOT TO BE USED FOR CONSTRUCTION PURPOSES
NORTH
M.T. 6/06/2018
terms of the retainer. Cardno Limited does not and shall not ENGINEERING WORKS Datum Scale Size
Verified Date
assume any responsibility or liability whatsoever to any third Cardno (Qld) Pty Ltd | ABN 57 051 074 992
Level 1, 9 Maud Street
D.H. 6/06/2018 Title AHD AS SHOWN A1
party arising out of any use or reliance by third party on the Approved
Maroochydore, QLD 4558 Drawing Number Revision
content of this document.
1 6/06/2018 FOR APPROVAL M.T. A.R. Tel: 07 5443 2555 Fax: 07 5443 5642
Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au DETAIL PLAN - SHEET 1 250660-CI-004 1
Section 6
DATE PLOTTED: 5 June 2018 10:29 AM BY : MARK TABER
16 MATCH NEATLY TO EXISTING KERB
AND CONCRETE PAVEMENT (TYP)
15
.00
SM3 12
2
21 13 27
14 21
.95
1
.90
121
4.1
12 121.85
22
2.
05 28
12 121.80
2.
00
12
12
0
.75
12
.55
1.
121
95
0.5
VC
12
12
23
VC
0
0.
1 .9
121.70
45
0
12
12
19
0.
1.8
4.0
40
SM3 18 29 MATCH NEATLY TO EXISTING KERB
5
12
1.8
AND CONCRETE PAVEMENT (TYP)
0
12
12
1.7
0.
20 17 35
12
5
1.7
MATCH NEATLY TO EXISTING KERB 32
0
12
AND CONCRETE PAVEMENT (TYP)
1
.6
5
25 9
26 31
9 24
30
PLAN PLAN
SCALE A1 - 1 : 100 SCALE A1 - 1 : 100
A3 - 1 : 200 A3 - 1 : 200
LEGEND - PROPOSED: SETOUT TABLE
NOMINAL KERB LINE
PT No. EASTING NORTHING SETOUT POINT LEVEL
SM3
IPWEA KERB TYPE SM3 PROFILE. REFER
Std Dwg RS-080 FOR DETAILS 13 491447.00 7076120.50 KI 0.00
VC
IPWEA COMMERCIAL CROSSING TYPE B. 14 491448.01 7076120.34 KI 122.03
REFER Std Dwg RS-051 FOR DETAILS
PAVEMENT TYPE P1 - 15 491450.86 7076121.45 KI 122.03
CONCRETE TURNING HEAD
16 491451.03 7076122.47 KI 122.03
PAVEMENT TYPE P2 - CONCRETE
VEHICLE CROSSOVER 17 491467.12 7076110.08 KI 121.57
3.50 FINISHED CONTOURS
18 491462.66 7076111.72 KI 121.64
LIMIT OF EARTHWORKS
PROPOSED ACCESS EASEMENT BOUNDARY 19 491459.03 7076112.12 KI 121.67
STAGE/CONSTRUCTION BOUNDARY
20 491458.60 7076111.05 KI 121.64
21 491438.87 7076119.25 KI 121.98
22 491439.71 7076116.45 DWAY 122.09
23 491439.32 7076113.96 DWAY 122.06
24 491447.38 7076107.26 DWAY 121.83
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo
25 491449.75 7076108.14 DWAY 121.78
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-004-005 DETAIL PLAN.dwg
26 491452.85 7076107.90 KI 121.53
27 491499.18 7076068.86 KI 120.38
28 491498.76 7076065.69 DWAY 120.56
29 491496.34 7076061.74 DWAY 120.50
30 491504.02 7076057.04 DWAY 120.52
31 491506.09 7076058.17 DWAY 120.52
0 1 2 4 6 8 10m 32 491509.50 7076058.78 KI 120.31
SCALE 1:100 @A1
Drawn Date Client
M.T. 6/06/2018 HR DESIGN
© Cardno Limited All Rights Reserved. Checked Date Project Status
TALYOR COURT COOROY
This document is produced by Cardno Limited solely for the
A.R.
Designed
6/06/2018
Date
FOR APPROVAL
benefit of and use by the client in accordance with the PROPOSED VEHICLE ACCESS NOT TO BE USED FOR CONSTRUCTION PURPOSES
NORTH
M.T. 6/06/2018
terms of the retainer. Cardno Limited does not and shall not ENGINEERING WORKS Datum Scale Size
Verified Date
assume any responsibility or liability whatsoever to any third Cardno (Qld) Pty Ltd | ABN 57 051 074 992
Level 1, 9 Maud Street
D.H. 6/06/2018 Title AHD AS SHOWN A1
party arising out of any use or reliance by third party on the Approved
Maroochydore, QLD 4558 Drawing Number Revision
content of this document.
1 6/06/2018 FOR APPROVAL M.T. A.R. Tel: 07 5443 2555 Fax: 07 5443 5642
Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au DETAIL PLAN - SHEET 2 250660-CI-005 1
The text continues on section 7.