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200437-C-Drawings
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33 TEWANTIN ROAD, COOROY, QLD, 4563 MULTIPLE DWELLINGS DEVELOPMENT OPERATIONAL WORKS - CIVIL COUNCIL MCU PERMIT No. MCU20/0074 GENERAL NOTES: 1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT DOCUMENTATION, LOCAL AUTHORITY DRAWING INDEX SPECIFICATIONS (OR ARCOS GROUP SPECIFICATIONS IF SUPPLIED). ANY POINT OF CONFLICT I TO BE IDENTIFIED BY THE CONTRACTOR AN WILL BE RESOLVED BY THE SUPERINTENDENT. DRAWING No. DRAWING TITLE 2. THE DEVELOPER IS TO NOMINATE THE SUPERINTENDENT FOR THE WORKS AND NOTIFY ALL RELEVANT 200437-C-00011 CIVIL - LOCALITY PLAN & DRAWING INDEX PARTIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 200437-C-00012 CIVIL - SITE LAYOUT & DRIVEWAY SECTION 3. DIMENSIONS IN METRES (U.N.O). DO NOT SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY AND IF IN DOUBT ASK SUPERINTENDENT FOR CLARIFICATION. 200437-C-00013 CIVIL - ROADWORKS & DRAINAGE LAYOUT 4. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL COUNCIL APPROVAL CONDITIONS, 200437-C-00014 CIVIL - EROSION AND SEDIMENT CONTROL LAYOUT DEVELOPMENT GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. AD SITE LOCATION 200437-C-00015 CIVIL - EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 5. EXISTING SERVICES HAVE BEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR ACCURACY CANNOT BE RO GUARANTEED. IT IS THE CONTRACTORS RESPONSIBILITY TO ESTABLISH THE LOCATION AND LEVEL OF ALL N EXITING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK. DISCREPANCIES HALL BE REPORTED TO THE TI SUPERINTENDENT. 200437-C-00101 SEWER RETICULATION - LOCALITY AND NOTES AN REET 6. ON COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, 200437-C-00102 SEWER RETICULATION - LAYOUT AND DETAILS W E INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD TE N LA PAVEMENTS. KAURIF ST 200437-C-00201 E 7. THE CONTRACTOR HAL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO COUNCILS INFRASTRUCTURE. WATER RETICULATION - LOCALITY AND NOTES IN EET SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF LOCAL V COUNCIL. 200437-C-00202 WATER RETICULATION - LAYOUT AND DETAILS LI O MIVA STR 8. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. 9. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY REQUIREMENTS. 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE IN CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. 11. THE CONTRACTOR SHALL NOTIFY ARCOS GROUP PRIOR TO COMMENCING WORKS AND RECEIVE WRITTEN IMAGE (NEARMAP) CONFIRMATION THAT THE WORKS CAN COMMENCE. LOCALITY PLAN 12. CONTRACTOR SHALL PROVIDE AS CONSTRCUTED DRAWINGS FOR ALL CONSTRUCTED WORKS IN N.T.S ACCORDANCE WITH LOCAL COUNCIL REQUIREMENTS ULSS OTHERWISE ADVISED BY ARCOS GROUP. 13. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00011.DWG · CONSTRUCTION PRE-START MEETING · SET OUT · DEMOLITION · SUBGRADE PROOF-ROLLS · PRE-SEAL PROOF-ROLLS SURVEY DATA DEMOLITION · CONCRETE PRE-POURS SURVEYED BY 'CADCON INTERNATIONAL DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS PTY LTD' DATED 30/09/2020. PLAN AND/OR STRUCTURES ON SITE AND DISCONNECT AND · FINAL INSPECTION REFERENCE 208522-01-01 WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN 14. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ACCORDANCE WITH A PLUMBING AND DRAINAGE ISSUES, SUCH AS: APPLICATION PRIOR TO DEMOLITION COMMENCING. ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN; ● REQUIRED WATER QUALITY OBJECTIVES; BUILDING DESIGN WARNING CLEARING ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; BUILDING AND LANDSCAPE DESIGN BY BEWARE OF UNDERGROUND SERVICES 'ABODE SOLUTIONS' REV B. THE CONTRACTOR SHALL REMOVE ALL EXISTING ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; VEGETATION WITHIN THE SITE IN ACCORDANCE WITH THE APPROVED TREE RETENTION PLAN IF SPECIFIED. POSITION OF EXISTING UNDERGROUND SERVICES SHOWN ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS; IS APPROXIMATE ONLY. EXACT POSITION SHALL BE · ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. PROVEN ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION SETTING OUT DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS SITE DATA SHALL BE SET OUT AS DIRECTED ON-SITE IN KEEPING WITH THE LOCATION OF SERVICES REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY PRIOR TO COMMENCEMENT OF NEW WORK THE RPD AND ACTUAL FINISHED GROUND LEVELS. CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND LOT 107 ON C 5604 DETAILS OF EXISTING CONNECTION POINTS AND SERVICE CROSSINGS BY POT HOLING. IF A VARIATION OCCURS PARISH: TEWANTIN CONTACT THE ENGINEER PRIOR TO CONSTRUCTION. COUNTY: WARD SITE AREA Last Plotted: 2020-12-18 PROTECTION OF SERVICES THE CONTRACTOR SHALL CONTACT THE RELEVANT 1012m2 TOTAL AUTHORITIES AND ARRANGE FOR RELOCATION AND / OR PROTECTION OF EXISTING SERVICES AS REQUIRED TO SUIT LOCAL AUTHORITY Last saved by: GRANT(2020-12-18) SURROUNDING NEW WORK, CONSTRUCTION LOADINGS AND NOOSA SHIRE COUNCIL TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES. ZONE CLASSIFICATION MEDIUM DENSITY RESIDENTIAL North Point Scale Horiz. Datum Client Consultant Project Drawing LOCAL Drawn GM Drawing No. Rev No. MIDSON CONSTRUCTIONS 33 TEWANTIN ROAD CIVIL 0 25 50 Vert. Datum (QLD) PTY LTD COOROY, QLD, 4563 Design GM LOCALITY, DRAWING INDEX AND A1 1:1000 m AHD MULTIPLE DWELLINGS DEVELOPMENT Check LS GENERAL NOTES 200437-C-00011 A A FOR OPW APPROVAL 17.12.20 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPW APPLICATION Approved Signed P1 PRELIMINARY 16.11.20 LS OPM 24963 COPYRIGHT © All rights reserved. Sheet Rev Revision Description Date Approved RL 125.924 This work is copyright and cannot be reproduced or copied in any form without the prior consent SUNSHINE COAST | BRISBANE | GOLD COAST www.arcosgroup.com.au | ABN 51 640 311 842 Date 17.12.20 L.SWANN RPEQ 21223 Status NOT FOR CONSTRUCTION Size A1
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Full text of sections 2 to 5 (of 11)
Section 2
ADJACENT LOT
PROPERTY BOUNDARY
EXISTING KERB
AND CHANNEL
ADJACENT LOT
DRIVEWAY EXISTING SEWER
EXISTING STONE PITCHED CONCRETE MANHOLE EXISTING
CHANNEL TO BE REMOVED. 1 Carport PROPOSED U/G SERVICES TO NEW TELSTRA PIT
37 DWELLING (WATER, TELECOM, ELECTRICITY).
4. 2.00 2.50
11 VERGE SHOWN INDICATIVELY ONLY
PROPOSED GUEST EXISTING POWER POLE
PARKING AREA
EXISTING CONCRETE DROP INLET TO BE
5.00
REMOVED. PROPOSED MANHOLE AND PIPE
TO GULLY INSTALLED ON KERB ALIGNMENT PROPOSED LANDSCAPE PLANTING OFFSETS AND ROOT
1.45 3.95 BARRIER PROTECTION TO BE IMPLEMENTED FOR EXISTING WATER PROPERTY
EXISTING UTILITIES, REFER LANDSCAPE DRAWINGS SERVICE AND METER
EXISTING 300Ø RCP TO REMAIN REFER DRG 200437-C-00202
(APPROX. DIRECTION)
9
13
M1
.
14
OLIVINE LANE
PIPE OUTLET LOCATION IN 1
2.93
SWALE TBC ON SITE AND PROPOSED UNIT 1 5
CLEANED TO ENSURE FREE
2.0
DRAINING CONDITIONS. 12
TEWANTIN ROAD
9.90
EXISTING
DWELLING
6.00 (W1)
5.00 (W2)
6.00 (W3)
GARAGE FFL 115.500
A GROUND FLOOR FFL 116.7
-
6
. 93
1 13
APPROX. ROAD
CENTERLINE
PROPOSED UNIT 2
M1
PROPOSED KERB & CHANNEL EXISTING DN150 SEWER MAIN AND
NOMINAL FACE COINCIDENT WITH PROPERTY SERVICE CONNECTION
OLD PROPERTY BOUNDARY REFER DRG 200437-C-00102
2.75 5.15
FLOW
3
. 76
1 13
EXISTING VEHICLE CROSSOVER AND
CULVERT LOCATED BETWEEN
PROPERTIES TO BE REMOVED OR PROVIDE 450mm x 450mm PIT FOR EXISTING DWELLING
Dilapidated Shed ROOF WATER DRAINAGE. 150Ø PVC PIPE TO OLIVINE
RELOCATED WEST FOR ADJACENT LOT. EXISTING VEHICLE CROSSOVER LOCATION TO BE MAINTAINED
LANE AND OUTLET TO KERB ADAPTORS AT ALL TIMES FOR EXISTING DWELLING. ANY DRIVEWAY OR
OVERLAND FLOW PATH TO OLIVINE LANE SHALL BE CROSSOVER WORKS SHALL BE UNDERTAKEN IN ACCORDANCE
IF REQUIRED REINSTATE RURAL VEHICLE MAINTAINED ADJACENT SIDE BOUNDARY. PROVIDE ROCK WITH STD DRG IPWEA RS-049 & RS-050
CROSSOVER AND CULVERT PIPE/ ENDWALLS 2m WIDE STRIP OF LAND EXTENDING THE PROTECTION WITHIN LOT PRIOR TO OLIVINE LANE VERGE
FOR ADJACENT LOT. MAINTAIN MINIMUM PIPE FULL FRONTAGE TO BE DEDICATED TO
COVERS OR PROVIDE NO FINES CONCRETE COUNCIL AS ROAD RESERVE
PROTECTION ABOVE OVERLAY ZONE.
5 62
3.
11 BATTER SLOPE TO AREA. LANDSCAPE
AND EROSION PROTECTION IN
ACCORDANCE WITH LANDSCAPE DESIGN
Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00012.DWG
ADJACENT LOT
PROPERTY BOUNDARY
KERB FACE/ INVERT
NOTES: EDGE OF BUILDING
PROPOSED LEGEND
PROPERTY BDY
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
ROAD CENTERLINE
DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS. PROPOSED ROAD PAVEMENT
GARAGE FFL 115.50
2. DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT REFER DRG 200437-C-00013
SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY. PROPOSED 100mm TOPSOIL AND TURF
OLIVINE
3. FOR GENERAL NOTES REFER DRG 200437-C-00011. LANE DRIVEWAY
4. DRIVEWAY PROFILE CHECKED IN ACCORDANCE WITH AS2890.1 FOR A B99 PROPOSED CONCRETE DRIVEWAY AND VEHICLE CROSSOVER SURFACE PROFILE
VEHICLE. IN ACCORDANCE WITH STD DRG IPWEA RS-049 & RS-050 [email protected]%
PROPOSED GRASS CELL VEHICLE LOADING, INSTALLED AS PER 1 ON 3 MAX LANDSCAPING ADJACENT
EARTHWORKS NOTES: MANUFACTURER SPECIFICATION PARKING BEHIND SECTION GUEST PARKING
1. GRASS AND TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 100mm OVER THE M1
EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED PROPOSED KERB AND TYPE. REFER STD DRG IPWEA RS-080 EXISTING SURFACE
FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVED PROPOSED STORMWATER PIPE
FROM SITE. PROPOSED ROOF WATER KERB ADAPTOR BEHIND SECTION
5. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE FINISHED WITH
TOPSOIL AND TURF UNO BY LANDSCAPE DRAWINGS.
6. CONTRACTOR TO ENSURE SUITABLE EROSION & SEDIMENT CONTROL EXISTING LEGEND
Last Plotted: 2020-12-18
MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKEDOWNS, EXISTING SEWER
SILT FENCING ETC. 3.46 NOM 1.50 1.50 5.40 1.50
EXISTING U/G TELECOM VARIES 1 IN 8 1 IN 6 VARIES, MAX 1 IN 4.5 1 IN 8
7. PRIOR TO ANY WORK COMMENCING, THE CONTRACTOR SHALL UNDERTAKE
PRE CONSTRUCTION CCTV SURVEY OF SEWER LINES ADJACENT TO THE EXISTING O/H ELECTRICITY (CROSSFALL EXTENSION) ROLL OVER
SITE. CCTV SURVEYS SHOULD BE CARRIED OUT USING EQUIPMENT WITH EXISTING WATER DBYD
SECTION
Last saved by: GRANT(2020-12-18)
PAN AND TILT CAPABILITY AND THE CONTRACTOR SHALL SUBMIT A DIGITAL
EXISTING STORMWATER DBYD
A
REPORT AND VIDEO OF THE INSPECTION.
EXISTING FENCE SCALE 1:50 -
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
0 2.5 5 MIDSON CONSTRUCTIONS 33 TEWANTIN ROAD CIVIL
m
Vert. Datum (QLD) PTY LTD COOROY, QLD, 4563 Design GM SITE LAYOUT & DRIVEWAY SECTION
A1 1:100
0 1.25 2.5
m
AHD
MULTIPLE DWELLINGS DEVELOPMENT Check LS
200437-C-00012 A
A FOR OPW APPROVAL 17.12.20 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPW APPLICATION Approved Signed
P1 PRELIMINARY 16.11.20 LS A1 1:50 OPM 24963 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 125.924
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 17.12.20 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1
Section 3
NOTES:
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS. PROPOSED 1050Ø MANHOLE
2. DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT REFER STD DRG IPWEA DS-010
SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY. GRADE CONCRETE VEE DRAIN OVER 3m FROM END
E: 1078.5772 N: 1087.4711, DEPTH TO IL: 0.752
OF KERB INVERT TO EXISTING TABLE DRAIN. VEE
3. FOR GENERAL NOTES REFER DRG 200437-C-00011. FINISHED SL 114.177, INVERT IL 113.425
DRAIN TO BE 600mm WIDE GROUTED WITH RIVER CUT BACK EXISTING PAVEMENT 300mm.
PROPOSED 300Ø [email protected]%
STONE (75mmØ NOM) IN CONCRETE VEE DRAIN PAVEMENT WIDENING DETAIN IN APPROX ROAD
ACCORDANCE WITH STD DRG IPWEA RS-170 CENTRELINE OLIVINE LANE US IL 113.451
DS IL 113.445
EXISTING DRAINAGE CONDITIONS MAINTAINED
PROVIDE D50=150mm ROCK PROTECTION TO
CHANNEL OUTLET. 1.0 x 1.0 x 250mm THICK
EXISTING 300Ø RCP
EX 3.60%
EX 2.70%
EX 3.73%
US IL 113.425
IF REQUIRED REINSTATE RURAL VEHICLE
EX
CROSSOVER FOR ADJACENT LOT. EX 2.4% EX 3.9% EX 0.6%
EX
11
EX
EX 3.6% EX 1.7%
EX
4.
13
EX 0.12%
13
14
13
.9
.8
1
.7
83
23
64
3.0%
3.0%
3.0%
EX
P1
18
4
3
6
5
67
74
79
01
11
.1
.9
14
.
.
.
.
4.
13
13
13
13
14
R3
. 11
37
P1
P1
P1
P1
P1
0
1
ADJACENT LOT 2.4m KIL; ON GRADE; GULLY PIT
TRANSITION SMOOTHLY TO
PROPERTY BOUNDARY REFER STD DRG IPWEA DS-060
EXISTING KERB AND CHANNEL
P1
76
SETOUT E: 1080.0722 N: 1087.2860 RL: 114.194
.0
13
14
.9
P1
52
ROADWORKS NOTES: STORMWATER DRAINAGE NOTES: 0
0
3
93
.6
14
.
14
1. GRASS AND TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 100mm OVER THE 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE
P1
P1
EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED PIPES TO BE IN ACCORDANCE WITH STD DRG IPWEA DS-030 (TYPE 2).
FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVED 2. ALL MANHOLES TO BE MIN 1050mm DIAMETER IN ACCORDANCE WITH STD
FROM SITE. DRG IPWEA DS-010. 5
P1
2. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A 42
4.
14
3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE 1
.
MINIMUM 100% STANDARD MAXIMUM DRY DENSITY (MDD) TO AS1289
26
CAST IRON CLASS 'D' IN ACCORDANCE WITH STD DRG IPWEA DS-019. P1
8
(METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES). ANY 'SOFT EXISTING
SPOTS' IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID
DRIVEWAY
REPLACED WITH A COMPACTED IMPORTED GENERAL FILL MATERIAL TO THE DUCTILE CAST IRON CLASS 'B' IN ACCORDANCE WITH STD DRG IPWEA
ABOVE COMPACTION REQUIREMENTS. DS-020.
3. ALL EXPOSED SUBGRADE AREAS SHALL BE COMPACTED IN LAYERS NOT 5. ALL REINFORCED CONCRETE PIPES ARE TO BE INSTALLED USING TYPE
EXCEEDING 150mm COMPACTED THICKNESS. 'HS2' SUPPORT AS DEFINED IN AS 3725 - LOADS ON BURIED CONCRETE TRANSVERSE KEY 3 1
03
PIPES. IF ALTERNATIVE BEDDING METHODS ARE TO BE USED THE PIPE 4 .7
.
15
6. GEOTECHNICAL INVESTIGATIONS REQUIRED IN ORDER TO DETERMINE 1
CLASS MUST BE REVIEWED. P1
P1
SUBGRADE PROPERTIES & PREPARATION DETAILS.
6. ALL PIPES TO BE RRJ CLASS 3 UNO.
7. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN 7. UNLESS DIRECTED OTHERWISE STORMWATER STRUCTURES INCLUDING PROVIDE EDGE THICKENING TO
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS. HEADWALLS ARE TO HAVE AG-PIPE DRAINAGE STUBS (WITH END CAP) TO DRIVEWAY CONCRETE
DEWATER DRAINAGE TRENCH.
8. LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL
LAYER OR BUILDING SLAB THICKNESS. 8. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING
AND NEW STORMWATER PIPES AND STRUCTURES.
9. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
ACCORDANCE WITH LANDSCAPE DRAWINGS. 9. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE
OF MANHOLES AND / OR PITS. 1000mm LONG N12 TRIMMER
10. CONTRACTOR TO OBTAIN ROADWORKS AND FOOTPATH PERMITS FOR ANY
BARS TO ALL CORNERS
P1
PROPOSED WORKS EXTERNAL TO THE SITE BOUNDARY. 10. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH
15
EXCAVATION AND CONSTRUCTION IS IN ACCORDANCE WITH CURRENT
.
11. PRIOR TO ANY WORK COMMENCING, THE CONTRACTOR SHALL UNDERTAKE
14
CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY
0
PRE CONSTRUCTION CCTV SURVEY OF SEWER LINES ADJACENT TO THE LEGISLATION.
SITE. CCTV SURVEYS SHOULD BE CARRIED OUT USING EQUIPMENT WITH
PAN AND TILT CAPABILITY AND THE CONTRACTOR SHALL SUBMIT A DIGITAL 11. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE
REPORT AND VIDEO OF THE INSPECTION. PROPER COMPACTION TO BACKFILLING OF TRENCHES AND STRUCTURES.
12. KERB AND CHANNEL ADAPTORS TO BE IN ACCORDANCE WITH IPWEA STD 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS
CAUSED NO DAMAGE TO EXISTING STORMWATER INFRASTRUCTURE
P1
P1
P1
50
DWG RS-081.
.3
15
15
15
DURING THE CONSTRUCTION OF THESE WORKS.
15
13. SUBSOIL DRAINAGE UNDER KERBS TO BE IN ACCORDANCE WITH IPWEA STD
.3
.
.
35
35
P1
50
DWG RS-140 13. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL
0
0
BE CLEAR OF DEBRIS AND OTHER BLOCKAGES.
14. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED BY AN
APPROVED GEOTECHNICAL ENGINEER. 14. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY
CONSTRUCTED STORMWATER DRAINAGE ASSETS FOR APPROVAL BY THE
ENGINEER AND / OR LOCAL AUTHORITY.
P1
Section 4
P1
10. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A 15
15
SATISFACTORY STANDARD BY THE CONTRACTOR. PAYMENT FOR THESE .5
00
.50
REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
0
UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS
PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES.
11. THE PROPOSED DWELLINGS SHALL INCLUDE WATER TANKS WITH A
MINIMUM OF 3,000 LITRES PER DWELLING.
Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00013.DWG
MESH AND COVER
AS SPECIFIED DESIGN ESA's = 1.5 x 104 (25 YEARS)
REFER ISOLATION
JOINT 30mm AC SURFACING AND PRIMER SEAL WITH EXISTING LEGEND PROPOSED LEGEND
D
10mm PRE-COAT AGGREGATE BASE COURSE
EXISTING SEWER PROPOSED ROAD PAVEMENT
150mm TYPE 2.1 GRAVEL BASE EXISTING U/G TELECOM
PROPOSED TURF/LANDSCAPING
EXISTING O/H ELECTRICITY
EXISTING WATER DBYD PROPOSED CONCRETE DRIVEWAY AND VEHICLE CROSSOVER
200um MOISTURE EXISTING STORMWATER DBYD IN ACCORDANCE WITH IPWEA STD DWG RS-049 & RS-050
BARRIER IF ORDERED, 250mm TYPE 2.3 GRAVEL SUBBASE
50mm
300mm
EXISTING FENCE PROPOSED GRASS CELL VEHICLE LOADING, INSTALLED AS PER
LAPPED 200mm MANUFACTURER SPECIFICATION
EXISTING CONTOUR MAJOR
R10 LIGS @ PROPOSED STORMWATER PIPE
600mm CENTRES EXISTING CONTOUR MINOR
PROPOSED CONTRACTION JOINT
FULL DEPTH SHALL NOT EARTHWORKS TO SUBGRADE. PROPOSED EXPANSION JOINT
3F11TM EXCEED ADJACENT EXISTING 3mm x 25mm DEEP GROOVE
300mm MINIMUM SUBGRADE CBR 3%, TO BE PROPOSED ISOLATION JOINT
PAVEMENT DEPTH CONFIRMED BY CONTRACTOR TOOLED JOINT OR REFER
"SAW CUT JOINT" DETAIL PROPRIETARY PERMANENT
FOOTING, WALL OR OTHER FORM
TRANSVERSE KEY ROAD PAVEMENT DETAIL 75mm TYPICAL
MESH AND COVER MESH AND COVER 75mm TYPICAL
CAPPING STRIP(#)
OF BLOCKOUT STRUCTURE
SCALE 1:10 SCALE 1:10 AS SPECIFIED AS SPECIFIED
ABELFLEX AND
(Where steeper than 13%, as directed by Site Superintendent)
MESH AND COVER SEALANT
CONCRETE PAVEMENT CONCRETE PAVEMENT
MESH AND COVER AS SPECIFIED
AS SPECIFIED AS SPECIFIED
AS SPECIFIED
SUBBASE OR BEDDING SUBBASE OR BEDDING CONCRETE PAVEMENT
125mm THICK CONCRETE (25MPa) LAYER AS SPECIFIED LAYER AS SPECIFIED AS SPECIFIED
WITH SL82 MESH, 50mm TOP COVER
Last Plotted: 2020-12-18
SUBBASE OR BEDDING
200um MOISTURE BARRIER IF "DANLEY KEYJOINT EXPANDA" WITH DOWEL LAYER AS SPECIFIED
50mm BEDDING SAND 200um MOISTURE BARRIER IF OPTIONAL DOWEL FOR LOAD TRANSFER
ORDERED, LAPPED 200mm & SLEEVE SYSTEM AT 450mm CENTRES
ORDERED BY SUPERINTENDENT MAY BE ADDED ACROSS JOINT. REFER
DOWEL BAR SCHEDULE
200um MOISTURE BARRIER IF INDUCED CRACK 200um MOISTURE BARRIER IF
EARTHWORKS TO # ALTERNATIVE TEMPORARY CAPPING STRIP,
ORDERED, LAPPED 200mm
Last saved by: GRANT(2020-12-18)
REMOVED AND APPROVED SEALANT APPLIED ORDERED, LAPPED 200mm
SUBGRADE
CONCRETE DRIVEWAY DETAIL CONTRACTION JOINT (CJ) EXPANSION JOINT (EJ) WITH KEY ISOLATION JOINT ABUTTING STRUCTURE (IJ)
SCALE 1:10 SCALE 1:10 SCALE 1:10 SCALE 1:10
(JOINT SPACING; MAX 3m) (MAX JOINT SPACING; 12m)
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
0 2.5 5 MIDSON CONSTRUCTIONS 33 TEWANTIN ROAD CIVIL
m
Vert. Datum (QLD) PTY LTD COOROY, QLD, 4563 Design GM ROADWORKS & DRAINAGE LAYOUT
A1 1:100
0 1.25 2.5
m
AHD
MULTIPLE DWELLINGS DEVELOPMENT Check LS
200437-C-00013 A
A FOR OPW APPROVAL 17.12.20 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPW APPLICATION Approved Signed
P1 PRELIMINARY 16.11.20 LS A1 1:50 OPM 24963 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 125.924
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 17.12.20 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1
Section 5
Carport
OLIVINE LANE
5
2.0
12
TEWANTIN ROAD
PROVIDE CLEAN WATER DIVERSION
UPSTREAM OF WORKS
Dilapidated Shed
Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00014.DWG
PROPOSED LEGEND EXISTING LEGEND DESIGN NOTE:
NOTES: EARTHWORKS CUT EXISTING SEWER OVERALL CONCEPTUAL EROSION AND SEDIMENT CONTROL
EXISTING U/G TELECOM STRATEGY ONLY. DETAILED WORKING DRAWINGS TO BE UPDATED
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
EARTHWORKS FILL THROUGHOUT CONSTRUCTION PERIOD BASED ON STAGING OF
DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS. EXISTING O/H ELECTRICITY WORKS. CIVIL CONTRACTOR IS RESPONSIBLE FOR OVERALL DESIGN
2. DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT EXISTING WATER DBYD AND IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL PLAN.
SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY. TEMPORARY CONSTRUCTION ENTRY / EXIT & SHAKE DOWN AREA
REFER STD DRG IPWEA DS-040 EXISTING STORMWATER DBYD
3. FOR GENERAL NOTES REFER DRG 200437-C-00011.
TEMPORARY ROCK FILTER DAM EXISTING FENCE
3. FOR EROSION AND SEDIMENT CONTROL NOTES AND DETAILS REFER REFER DRG 200437-C-00015
DRG 200437-C-00015. EXISTING CONTOUR MAJOR
TEMPORARY CHECK DAM OR SANDBAGGING (AS APPROPRIATE)
REFER STD DRG IPWEA DS-041 EXISTING CONTOUR MINOR
Last Plotted: 2020-12-18
TEMPORARY DRAINAGE PIT PROTECTION
REFER DRG 200437-C-00015
TEMPORARY SEDIMENT CONTROL FENCE - REFER STD DRG IPWEA DS-040
TEMPORARY DIVERSION BUND - REFER DRG 200437-C-00015
Last saved by: GRANT(2020-12-18)
FLOW DIRECTION
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
MIDSON CONSTRUCTIONS 33 TEWANTIN ROAD CIVIL
0 2.5 5 Vert. Datum (QLD) PTY LTD COOROY, QLD, 4563 Design GM EROSION & SEDIMENT CONTROL LAYOUT
A1 1:100
m AHD
MULTIPLE DWELLINGS DEVELOPMENT Check LS
200437-C-00014 A
A FOR OPW APPROVAL 17.12.20 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPW APPLICATION Approved Signed
P1 PRELIMINARY 16.11.20 LS OPM 24963 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 125.924
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 17.12.20 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1
The text continues on section 6.