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211099-OPW-C_Civil Drgs_FA_20220721 · OPW22/0197
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ROADWORKS / DRIVEWAY NOTES: STORMWATER DRAINAGE NOTES:
GENERAL NOTES: 1. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 100% STANDARD MAXIMUM 1. ALL STORMWATER DRAINAGE HAS BEEN DESIGNED AND IS TO BE CONSTRUCTED IN ACCORDANCE WITH
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT DOCUMENTATION, LOCAL AUTHORITY DRY DENSITY (MDD) TO AS1289 (METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES). ANY 'SOFT SPOTS' AS3500, LOCAL COUNCIL AUTHORITY REQUIREMENTS, IPWEA AND QUDM.
SPECIFICATIONS (OR ARCOS GROUP SPECIFICATIONS IF SUPPLIED). ANY POINT OF CONFLICT IS TO BE IDENTIFIED BY THE PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH A COMPACTED IMPORTED 2. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH
IDENTIFIED BY THE CONTRACTOR AN WILL BE RESOLVED BY THE SUPERINTENDENT. GENERAL FILL MATERIAL TO THE ABOVE COMPACTION REQUIREMENTS. IPWEA STD DRG DS-030.
2. THE DEVELOPER IS TO NOMINATE THE SUPERINTENDENT AND/OR THE SUPERVISING RPEQ FOR THE WORKS 2. ALL EXPOSED SUBGRADE AREAS SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 150mm COMPACTED 3. ALL MANHOLES TO BE MIN 1050mm DIAMETER IN ACCORDANCE WITH IPWEA STD DRG DS-010.
AND NOTIFY ALL RELEVANT PARTIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THICKNESS.
4. ALL GRATES & MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS 'D'
3. DIMENSIONS IN METRES (U.N.O). DO NOT SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY AND IF IN 6. GEOTECHNICAL INVESTIGATIONS REQUIRED IN ORDER TO DETERMINE SUBGRADE PROPERTIES & PREPARATION IN ACCORDANCE WITH IPWEA STD DRG DS-019.
DOUBT ASK SUPERINTENDENT FOR CLARIFICATION. DETAILS.
5. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS 'B' U.N.O WARNING
4. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH COUNCIL APPROVAL CONDITIONS, DEVELOPMENT 7. LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER OR BUILDING SLAB THICKNESS. IN ACCORDANCE WITH IPWEA STD DRG DS-020.
GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. BEWARE OF UNDERGROUND SERVICES
8. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE 6. ALL REINFORCED CONCRETE PIPES ARE TO BE INSTALLED USING TYPE 'HS2' SUPPORT AS DEFINED IN AS
5. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR DRAWINGS AND/OR TYPICAL SECTIONS. 3725 - LOADS ON BURIED CONCRETE PIPES. IF ALTERNATIVE BEDDING METHODS ARE TO BE USED THE POSITION OF EXISTING UNDERGROUND SERVICES SHOWN
ACCURACY CANNOT BE GUARANTEED. IT IS THE CONTRACTORS RESPONSIBILITY TO ESTABLISH THE LOCATION 9. CONTRACTOR TO OBTAIN ROADWORKS AND FOOTPATH PERMITS FOR ANY PROPOSED WORKS EXTERNAL TO PIPE CLASS MUST BE REVIEWED. IS APPROXIMATE ONLY. EXACT POSITION SHALL BE
AND LEVEL OF ALL EXITING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK. DISCREPANCIES SHALL BE THE SITE BOUNDARY.
REPORTED TO THE SUPERINTENDENT. 7. ALL PIPES ABOVE 300Ø RCP TO BE RRJ CLASS 3 UNO. PIPES 300Ø AND BELOW TO BE UPVC UNO. HDPE MAY PROVEN ON SITE BY THE CONTRACTOR PRIOR TO
10. SUBSOIL DRAINAGE UNDER KERBS TO BE IN ACCORDANCE WITH IPWEA STD DWG RS-140. BE USED AS AN RCP ALTERNATIVE FOR INTERNAL AND COUNCIL STORMWATER WHERE APPROVED BY COMMENCEMENT OF CONSTRUCTION
6. ON COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING REQUEST.
KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 11. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED BY AN APPROVED GEOTECHNICAL
ENGINEER. 8. STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, THE CONTRACTOR SHALL
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO COUNCILS INFRASTRUCTURE. ASSESS ANTICIAPTED CONSTRUCTION LOADS AND UPGRADE THE PIPE CLASSES, IF NECESSARY, IN
SUCH REPAIR OR REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF LOCAL ACCORDANCE WITH A.S 3725-1989, AT THE CONTRACTORS COST.
LOCATION OF SERVICES
COUNCIL. EARTHWORKS NOTES: PRIOR TO COMMENCEMENT OF NEW WORK THE
9. UNLESS DIRECTED OTHERWISE STORMWATER STRUCTURES INCLUDING HEADWALLS ARE TO HAVE CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND
8. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, AG-PIPE DRAINAGE STUBS (WITH END CAP) TO DEWATER DRAINAGE TRENCH.
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING SERVICES WITH THE RELEVANT AUTHORITIES DETAILS OF EXISTING CONNECTION POINTS AND SERVICE
ENVIRONMENTAL MANAGEMENT PLAN AND WORKPLACE HEALTH AND SAFETY PLAN FOR REVIEW AND
APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES CROSSINGS BY POT HOLING. IF A VARIATION OCCURS
2. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS AND FENCES FROM THE SITE TO THE AND STRUCTURES. CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
9. ALL MATERIALS SPECIFIED ARE TO BE UTILISED, UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT,
SUPERVISING RPEQ OR APPROVING AUTHORITY. SATISFACTION OF THE SUPERINTENDENT. 11. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES/PITS.
10. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY 3. EXISTING SURFACE IS TO BE CLEAR OF ORGANIC MATERIAL PRIOR TO THE START OF FILLING. 12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION
REQUIREMENTS. 4. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL. IS IN ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY PROTECTION OF SERVICES
LEGISLATION. THE CONTRACTOR SHALL CONTACT THE RELEVANT
11. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE IN CLOSE PROXIMITY TO NEIGHBOURING LOT 5. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS SHALL
BOUNDARIES OR INFRASTRUCTURE, THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL BE DETERMINED ON SITE BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE FINISHED SURFACE 13. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO AUTHORITIES AND ARRANGE FOR RELOCATION AND / OR
MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS BACKFILLING OF TRENCHES AND STRUCTURES. PROTECTION OF EXISTING SERVICES AS REQUIRED TO SUIT
LEVELS MAY BE ADJUSTED BY THE WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION
MAY INCLUDE THE USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. AFTER AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL. 14. THE CONTRACTOR SHALL DEMONSTRATE NO DAMAGE TO EXISTING STORMWATER INFRASTRUCTURE HAS SURROUNDING NEW WORK, CONSTRUCTION LOADINGS AND
12. THE CONTRACTOR SHALL NOTIFY ALL RELEVANT AUTHORITIES AND ENSURE REQUIRED CONDITIONS HAVE BEEN OCCURRED DURING THE CONSTRUCTION OF THESE WORKS. TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES.
6. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE REQUIREMENTS OF AS3798-2007 AND IN
MET PRIOR TO COMMENCEMENT. THE CONTRACTOR SHALL NOTIFY ARCOS GROUP PRIOR TO COMMENCING 15. UPON COMPLETION, ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND
WORKS AND RECEIVE WRITTEN CONFIRMATION THAT THE WORKS CAN COMMENCE. ACCORDANCE WITH THE CURRENT COUNCIL/EDQ AND ARCOS SPECIFICATIONS.
OTHER BLOCKAGES.
13. CONTRACTOR SHALL PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS IN ACCORDANCE 7. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE WITH AS3798-2007.
WITH COUNCIL REQUIREMENTS UNLESS OTHERWISE ADVISED BY ARCOS GROUP. 8. ALL DRAINAGE STRUCTURES ARE TO BE PRESERVED FROM THE EFFECTS OF STRUCTURAL LOADING GENERATED
16. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER SETTING OUT
DRAINAGE ASSETS FOR APPROVAL BY THE ENGINEER AND/OR LOCAL AUTHORITY.
BY THE EARTHWORKS. DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR
14. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; 17. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS
· CONSTRUCTION PRE-START MEETING 9. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL BE REHABILITATED TO A MINIMUM OF THE THE CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE SHALL BE SET OUT AS DIRECTED ON-SITE IN KEEPING WITH THE
PRE-CONSTRUCTION CONDITIONS, AT THE CONTRACTORS EXPENSE. CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY
· SET OUT THE RESPONSIBILITY OF OTHER PARTIES. AND ACTUAL FINISHED GROUND LEVELS.
· DEMOLITION 18. RESIDENTIAL DRAINAGE CONNECTIONS TO KERB AND CHANNEL REFER TO IPWEA STD DRG RS-081.
· SUBGRADE PROOF-ROLLS
· PRE-SEAL PROOF-ROLLS
· CONCRETE PRE-POURS
75mm TYPICAL
· FINAL INSPECTION
MESH AND COVER PROPRIETARY PERMANENT
14. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, AS SPECIFIED CAPPING STRIP(#)
SUCH AS:
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
CONCRETE PAVEMENT
● REQUIRED WATER QUALITY OBJECTIVES; AS SPECIFIED
SEALANT SHALL BE ELASTOMERIC FUEL
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; RESISTANT POLYSULPHIDE NONPORITE 10mm WIDENING SAW CUT 1/3 0.25Dx6 WIDE. 6mm SCW
8mmØ POLYETHYLENE TUBE BACKING ROD SUBBASE OR BEDDING
6mm
● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; THIOXOL SL OR APPROVED EQUIVALENT LAYER AS SPECIFIED
AND SEALANT REQUIRED IN SANDY AREAS
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
· REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS. 200um MOISTURE BARRIER IF DOWELLED OR PROPRIETARY
0.25D
16mmØ POLYETHYLENE ORDERED, LAPPED 200mm JOINT SYSTEM
TUBE BACKING ROD
16mm SCW
10mm
# OPTION FOR TEMPORARY CAPPING STRIP,
30mm
REMOVED AND APPROVED SEALANT APPLIED
10mm "ABELFLEX" WITH
3mm SAW CUT
RIP OFF STRIP
EXPANSION JOINT (KJ) WITH KEY
FORMED JOINT SAW CUT JOINT SCALE 1:10
ENVIRONMENTAL MANAGEMENT NOTES: DETAIL DETAIL (MAX JOINT SPACING; 12m)
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL ENVIRONMENTAL PROTECTION MEASURES BEING IMPLEMENTED
ON SITE PRIOR AND DURING CONSTRUCTION. SCALE 1:5 SCALE 1:5
2. NO VEGETATION BEYOND THE EXTENT OF EARTHWORKS OR THAT SHOWN ON THE PLANS IS TO BE UNDERTAKEN REFER "FORMED
WITHOUT PRIOR CONSENT FROM THE SUPERINTENDENT. JOINT" DETAIL
3. ALL VEGETATION BEING RETAINED ON SITE MUST BE IDENTIFIED AND PROTECTED FROM DAMAGE. MESH AND COVER 75mm TYPICAL EXPANSION CAP
4. EROSION AND SEDIMENT CONTROL IS THE RESPONSIBILITY OG THE CONTRACTOR AND MUST BE IMPLEMENTED AS SPECIFIED 25mm GAP
PRIOR TO CONSTRUCTION COMMENCING AND DURING CONSTRUCTION.
5. ALL DISTURBED AREAS SHALL BE LEFT IN A STABLE CONDITION. THIS WILL INVOLVE SEEDING OR TURFING WITH CONCRETE PAVEMENT
APPROPRIATE GRASS SPECIES. ANY DISTURBED SLOPES SHALL BE COVERED WITH A SUITABLE FORM OF SECOND POUR FIRST POUR AS SPECIFIED
EROSION CONTROL.
SUBBASE OR BEDDING
6. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING
UNLESS OTHERWISE AGREED WITH THE SUPERINTENDENT. LAYER AS SPECIFIED
7. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY AND NOT LOCATED UNDER TREE CANOPIES. ROTATE BAR FOLLOWING FIRST POUR, PLAIN GALVANISED DOWELS,
8. ALL STOCKPILES MUST HAVE APPROPRIATE SEDIMENT CONTROLS IN ACCORDANCE WITH THE ENVIRONMENTAL REMOVE, LUBRICATE AND REINSERT TO FREE FROM BURS. BOND BREAKING
MANAGEMENT PLAN. PROVIDE 10mm END VOID COMPOUND OR DOWEL SLEEVE
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00011.DWG
9. NO SOIL CAN BE STOCKPILED WITHIN 5M OF ANY CREEK OR WATER COURSE.
10. ANY SOIL DISTURBED ON SITE IS TO BE REUSED ON SITE. ANY UNSUITABLE MATERIAL NOT REUSED MUST BE
DISPOSED OF AT A REGULATED WASTE DISPOSAL FACILITY.
EXPANSION JOINT (EJ), DOWEL BAR
SCALE 1:10
REFER "FORMED
JOINT" DETAIL FOOTING, WALL OR OTHER FORM REFER "SAW CUT JOINT" DETAIL
MESH AND COVER OF BLOCKOUT STRUCTURE
75mm TYPICAL
MESH AND COVER
AS SPECIFIED
AS SPECIFIED
MESH AND COVER
CONCRETE AS SPECIFIED NOTE: WHERE CONTRACTION JOINTS ARE SKEW TO THE
PAVEMENT CONCRETE PAVEMENT
AS SPECIFIED MAIN JOINTING LAYOUT. ENSURE THAT DOWELS ARE
AS SPECIFIED ALIGNED PARALLEL WITH THE MAIN JOINTING LAYOUT.
CONCRETE AS SPECIFIED
'D'
SUBBASE OR BEDDING 4-N16 x 600mm LONG PLAIN HOT
LAYER AS SPECIFIED SUBBASE OR BEDDING
DIP GALVANISED DOWELS AT
LAYER AS SPECIFIED 50mm SAND LAYER, OR 100mm BASE TYPE 2.5 (98% MMDD)
1200mm CENTRES. INSTALL AT
(IF REQUIRED) OVER COMPACTED SUBGRADE (95% MDD)
LJ
DRIVEWAYS & DOORWAYS ONLY
200um MOISTURE BARRIER IF IF DIRECTED 200um MOISTURE BARRIER IF
ORDERED, LAPPED 200mm CUT EVERY SECOND WIRE AND
ORDERED, LAPPED 200mm 200um MOISTURE BARRIER IF EARTHWORKS TO CJ
DEPRESS MESH TO MAINTAIN COVER
ORDERED, LAPPED 200mm SUBGRADE (#)
INDUCED CRACK
Last saved by: ARCOS CIVIL(2022-07-07) Last Plotted: 2022-07-21
CJ
ISOLATION JOINT ABUTTING STRUCTURE (IJ) SAWN CONTRACTION JOINT (CJ) TYPICAL CONCRETE PAVEMENT DETAIL
LJ
LJ
SCALE 1:10 SCALE 1:10 SCALE 1:10
CJ
(MAX JOINT SPACING; PATHS 2m NOM OR PATH WIDTH, NOTE:
LJ
SLABS 3m OR 1.5 TIMES WIDTH OF SLAB PANEL) · FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY GEOTECHNICAL ENGINEER
· CONCRETE PAVEMENT HAS BEEN DESIGNED FOR RESIDENTIAL AND SERVICE TRAFFIC LOADINGS
ONLY. CONCRETE PAVEMENT HAS NOT BEEN DESIGNED FOR CONSTRUCTION TRAFFIC LOADING.
· CONCRETE JOINTS IN ACCORDANCE WITH IPWEA RS-065 FOR PATHS
· SLAB CONSTRUCTION AND JOINTING TO BE IN ACCORDANCE WITH THE 'GUIDE TO RESIDENTIAL
STREETS & PATHS' - CEMENT AND CONCRETE ASSOCIATION OF AUSTRALIA FOR DRIVEWAYS
DOWEL ORIENTATIONS
N.T.S
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL GENERAL NOTES
0m 0.25 0.5 Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT & DETAILS
A1 1:10
0m 0.125 0.25
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00011 B
B FOR OPW APPROVAL 21.07.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
A FOR MCU APPROVAL
Rev Revision Description
20.01.22 LS
Date Approved
A1 1:5 COPYRIGHT © All rights reserved.
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
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
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