Lucky Velasco

PROPOSED CHILDCARE CENTRE FOR PETRIE PROJECTS PTY LTD AT 101 ALFORD STREET, KINGAROY, QLD 18766 PROJECT DRAWING SCHEDULE CIVIL C00 PROJECT DRAWING SCHEDULE C01 BULK EARTHWORKS PLAN C02 BULK EARTHWORKS SECTIONS AND DETAILS C03 REMOVED FROM SET C04 EROSION AND SEDIMENT CONTROL MANAGEMENT PLAN AND DETAILS C05 C06 C07 C08 HYDRAULIC H01 SEWER DRAINAGE PLAN H02 PLUMBING EXPANSION JOINT DETAILS H03 WATER RETICULATION PLAN ROOF DRAINAGE PLAN STORMWATER MANAGEMENT PLAN STORMWATER MANAGEMENT DETAILS EXTERNAL PAVEMENT PLAN AND DETAILS CONSTRUCTION ISSUE * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. Amend Date A 28/10/24 Amendment Details CONSTRUCTION ISSUE By GK Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY PROJECT DRAWING SCHEDULE Designed Certification LAV GK Checked LRP Scale (A3) Drawing Number 18766 - C00 LEROY PALMER RPEQ 5208 Amend A eS eW EX. BUILDING PROPERTY BOUNDARY EX. SHED TP eSW 00 4.0 00 43 4.0 eS 75 43 3. 6 43 eSW 43 eS 00eSW 43 50 4.0 3.4 00 43 eS eS 50 4.0 43 4.1 00 eSW 3.5 43 EX. WM 00 00 4.0 PP 43 eS 50 4.4 eW eW 43 4.2 43 00 CUT eSW 25 4.5 CUT 3.9 43 43 43 CUT 75 3.8 43 eW eW 75 CUT eSW CUT PROPERTY BOUNDARY eS EASEMENT BOUNDARY eSW 50 3. 9 50 3.8 eW eW DATUM SCREW IN CONCRETE R.L 434.644 eSW 43 75 3.7 43 eS VALLEY 3.7 25 43 CUT FPL 433.900 43 eW eW 43 4.2 25 eW PROPERTY BOUNDARY- eSW 25 3.7 43 25 CUT 4.2 4.3 eS 43 eW ALFORD STREET 3.3 eW A C02 43 eSW 00 43 4. 0 eS 50 3.4 43 3.7 25 B C02 43 3.6 0 CUT 5 3.8 CUT 43 CUT - 75 4.2 43 eW CUT 00 3. 8 43 43 4.3 25 PP 43 43 eW EX. WM DENOTES MAX. 200mm HIGH GARDEN EDGE EX. SHED eS B C02 0-400 HIGH RETAINING IN NEIGHBOURING LOTS. CONFIRM ON SITE eW B C02 .0 eSW eS eW eW PROPERTY BOUNDARY 434 LEGEND - BULK EARTHWORKS PLAN BULK EARTHWORKS PLAN SURVEY NOTES: NOTE: DENOTES EXTENT OF PLATFORM 1. NATURAL SURFACE CONTOURS REPRESENTED ON PLAN HAVE BEEN OBTAINED BY OTHERS. 2. LEROY PALMER CONSULTING ENGINEERS DO NOT ACCEPT ANY RESPONSIBILITY FOR ANY ERRORS AND/OR DISCREPANCIES IN THE EXISTING NATURAL SURFACE CONTOURS AND SPOT LEVEL INFORMATION DEPICTED ON THIS DRAWING. PLAN INCLUDES COLOURED LINEWORK AND IS TO BE PRINTED IN COLOUR. DENOTES EXTENT OF BUILDING FPL 618.100 DENOTES EXTENT OF EXTERNAL PAVEMENTS SERVICE LOCATION NOTE: FPL FINISHED PAD LEVEL NGL NATURAL GROUND LEVEL BOB BOTTOM OF BATTER TOB TOP OF BATTER BOW BOTTOM OF WALL TOW TOP OF WALL DENOTES AREAS TO BE FILLED DURING BULK EARTHWORKS. REFER BULK EARTHWORKS NOTES EXISTING SERVICE DEPTHS AND LOCATIONS TO BE CONFIRMED ON SITE. SERVICE LOCATOR AND/OR POTHOLING MAY BE REQUIRED. DENOTES AREAS TO BE CUT DURING BULK EARTHWORKS. REFER BULK EARTHWORKS NOTES CUT BULK EARTHWORK QUANTITIES DENOTES AREAS OF EARTHWORKS TO BE BATTERED. REFER PLAN FOR MAXIMUM BATTER GRADES. 185m³ 105m³ 160m³ 55m³ STRIPPING CUT FILL IMPORT FILL 0 10. 00 DENOTES FINISHED PAD LEVEL NEW RETAINING WALL. REFER RETAINING WALL DETAILS NOTE EXISTING RETAINING WALL. 1. NO ALLOWANCES HAVE BEEN MADE FOR BULKING OR COMPACTION. 2. AN ALLOWANCE OF 100mm STRIPPING OF EXISTING NATURAL TOPSOIL/VEGETATION HAS BEEN INCLUDED. E E T T G G eW eW eSW eSW eS eS BUILDING TO RETAIN. REFER STRUCTURAL DRAWINGS ELECTRICAL TELECOMMUNICATIONS GAS MAIN WATER MAIN STORMWATER MAIN SEWER MAIN CONSTRUCTION ISSUE * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. Amend Date A 28/10/24 Amendment Details CONSTRUCTION ISSUE By GK Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY BULK EARTHWORKS PLAN Designed Certification LAV GK Checked LRP Scale 1:250 Drawing Number (A3) 18766 - C01 LEROY PALMER RPEQ 5208 Amend A PROPERTY BOUNDARY EXTENT OF BUILDING GENERAL NOTES: 1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ALL DISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FOR DECISION BEFORE PROCEEDING WITH THE WORK. 2. ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITIONS INCLUDING THE LATEST AMENDMENTS OF THE APPROPRIATE SAA STANDARDS, SAA CODES OF PRACTICE EXCEPT AS VARIED BY THE CONTRACT DOCUMENTATION AND THE BYLAWS OF THE RELEVANT LOCAL AUTHORITY. 3. CONTRACTOR TO ACCURATELY LOCATE ANY EXISTING SERVICES AND CONFIRM DEPTHS/HEIGHTS INCLUDING ANY THAT MAY NOT BE SHOWN ON THIS DRAWING PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALLOW TO EXCAVATE AND EXPOSE EXISTING SERVICES AND CONNECTIONS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 4. ANY CONFLICT WITH AN EXISTING SERVICE SHALL BE REFERRED TO THE ENGINEER OR THE RELEVANT AUTHORITY FOR DETERMINATION. 5. DATUM HEIGHTS TO BE CONFIRMED ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 6. REFER HYDRAULIC DRAWINGS FOR FURTHER INFORMATION ON EXISTING SERVICES. SECTION PROPERTY BOUNDARY PROPERTY BOUNDARY B C01 MAX. 200mm HIGH GARDEN EDGE EXTENT OF BUILDING SECTION BULK EARTHWORKS NOTES: PROPERTY BOUNDARY PROPERTY BOUNDARY C C01 D C01 PROPERTY BOUNDARY EASEMENT BOUNDARY EASEMENT BOUNDARY EASEMENT BOUNDARY PROPERTY BOUNDARY SECTION PROPERTY BOUNDARY A C01 1. ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS3798 AND BE SUPERVISED BY A SUITABLY QUALIFIED PERSON AS NECESSARY. 2. REMOVE ALL TOPSOIL WITH A SIGNIFICANT ORGANIC CONTENT OR ANY UNSUITABLE MATERIAL FROM THE UNDERSIDE OF THE PLATFORM AND EXTERNAL PAVEMENTS. COMPACT THE CUT SURFACE TO A MINIMUM DENSITY OF 95% STANDARD COMPACTION. 3. FILL TO THE REQUIRED PLATFORM LEVEL WITH APPROVED NATURAL MATERIAL IN MAXIMUM 100mm THICK LAYERS. COMPACT EACH LAYER WITH CONTROLLED MOISTURE CONTENT TO 95% STANDARD COMPACTION UNO. 4.IF ANY SOFT OR UNSUITABLE MATERIAL IS FOUND NOTIFY THE ENGINEER OR SUITABLY QUALIFIED PERSON FOR FURTHER DIRECTION. REMEDIATION MEASURES ARE TO BE TAKEN AS DIRECTED BY THE ENGINEER OR SUITABLY QUALIFIED PERSON 5. CONDUCT COMPACTION TESTING IN ACCORDANCE WITH AS3798. PROVIDE WRITTEN STATEMENT OF COMPLIANCE TO ENGINEER. MAX. 200mm HIGH GARDEN EDGE SECTION BULK EARTHWORKS SECTIONS SCALES HORIZ. 1:250 VERT. 1:125 CONSTRUCTION ISSUE * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. Amend Date A 28/10/24 Amendment Details CONSTRUCTION ISSUE By GK Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY BULK EARTHWORKS SECTIONS AND DETAILS Designed Certification LAV GK Checked LRP Scale 1:250 Drawing Number (A3) 18766 - C02 LEROY PALMER RPEQ 5208 Amend A GENERAL NOTES eS eW PROVIDE 200MM GEOFABRIC SOCK FILLED WITH 25MM AGGREGATE AROUND ALL STORMWATER PITS. PROPERTY BOUNDARY eSW eS 4. 0 eW WM 43 TP SILT FENCES ARE TO BE EMPLOYED WHERE CONDITIONS DURING CONSTRUCTION REQUIRE THE CONTROL OF ANY POSSIBLE SILT MOVEMENT ON THE SITE, AS DIRECTED BY THE ENGINEER. STOCKPILES OF CLAYEY MATERIAL TO BE COVERED WITH AN IMPERVIOUS SHEET. CONNECT DOWNPIPES TO THE PERMANENT UNDERGROUND SYSTEM AS SOON AS PRACTICAL. ALL AREAS AFFECTED BY CONSTRUCTION TO BE TURFED OR SEEDED WITH APPROVED GRASS. EROSION & SEDIMENT CONTROL NOTES PP eSW eS eW eW eS eSW SS LE I CKP RWT SHED eS .0 eSW eS eW eW PROPERTY BOUNDARY TEMPORARY STOCKPILE ONLY DURING EARTHWORKS CONSTRUCTION. TO BE REMOVED AT COMPLETION OF EARTHWORKS. STOCKPILE TO BE IN PLACE NO LONGER THAN THREE MONTHS. 434 eW eW PP eSW STO PROPERTY BOUNDARY eS eS CHILDCARE CENTRE eSW eW eW PROPERTY BOUNDARY DENOTES STABILISED ENTRY PAD WITH GEOFABRIC OVER. eSW eW ALFORD STREET eW WM CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES SHALL BE COMPLETED AND EFFECTIVE PRIOR TO: (i) STRIPPING OF TOPSOIL AND GRASS. (ii) BULK EARTHWORKS TO THE SITE. (iii) SERVICE INSTALLATIONS. ALL SEDIMENT MANAGEMENT DEVICES ARE TO REMAIN IN PLACE UNTIL NOTICE FROM THE ENGINEER. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT DEVICES SHALL BE MAINTAINED AT A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED BY 30%. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFICIENT OR FAILED IN SERVICE, DUE TO UNFORESEEN CIRCUMSTANCES, CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS/ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH ADDITIONS OR AMENDMENTS ARE TO BE APPROVED BY THE ENGINEER. ALL EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE INSPECTED AT LEAST WEEKLY, BEFORE AND AFTER RAINFALL EVENTS. ANY DAMAGE OR EXCESS EROSION/ SEDIMENT IS TO BE REPAIRED/MANAGED AS REQUIRED TO MAINTAIN CONTROL DEVICES. SILT FENCES SHOWN ON THE DRAWINGS SHALL NOT NECESSARILY BE LIMITED TO THE LOCATIONS SHOWN. eS eSW eW eW SEDIMENT TRAP MAINTENANCE NOTE EROSION AND SEDIMENT CONTROL MANAGEMENT PLAN REGULAR INSPECTIONS ARE REQUIRED AFTER EACH RUNOFF EVEN TO ENSURE THAT THE PROTECTION DEVICE IS STILL IN PLACE AND ANY EXCESSIVE SEDIMENT DEPOSITS ARE REMOVED NOTE: PLAN INCLUDES COLOURED LINEWORK AND IS TO BE PRINTED IN COLOUR. CONSTRUCTION SITE 200 NOM FILTER CLOTH ENT GNM 7m MIN TH TPA FOO SILT FENCE MATERIALS FENCE POSTS AT MAXIMUM 3000 CENTRES. WOVEN WIRE FENCE 100 NOM TH TPA FOO ENT GNM ALI CATTLE GRID 4.0m NOM WIDTH SET 300mm ABOVE GROUND ALI STAKE FILTER INTO GROUND AT 600mm CRS 300 200 500 5m MIN CONSTRUCTION SITE 10 m M IN 4m MIN GEOTEXTILE FABRIC MINIMUM 50mm CRUSHED ROCK 4 mIN M EL B KER C AND N HAN RUNOFF TO BE DIRECTED TO SEDIMENT TRAP CONSTRUCT 200x200 DEEP TRENCH AND LINE WITH FILTER CLOTH MINIMUM 50mm CRUSHED ROCK NNE RUNOFF FROM PAD DIRECTED TO SEDIMENT TRAP ALTERNATIVE 1 Amend Date A 28/10/24 ALTERNATIVE 2 Amendment Details CONSTRUCTION ISSUE By GK STEEL EITHER "T" OR "U" TYPE OR 50mm HARDWOOD FENCE WOVEN WIRE 14 GAUGE 150mm MAX APERTURE FILTER CLOTH FILTER AS SPECIFIED (TERRAM 100, POLYFELT TS500 BIDIUM U24 OR EQUIVALENT) PREFABRICATED UNIT GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT DENOTES SILT FENCE SILT FENCE DETAIL STABILISED ENTRY/EXIT DETAILS * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. POSTS L HA DC N BA KER TYPE 500 300 GEOTEXTILE FABRIC MATERIAL CONSTRUCTION ISSUE Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY EROSION AND SEDIMENT CONTROL MANAGEMENT PLAN Designed Certification LAV GK Checked LRP Scale 1:400 Drawing Number (A3) 18766 - C04 LEROY PALMER RPEQ 5208 Amend A DP4 DP5 EG EG EG DP6 EG DP7 EG DP8 EG DP3 EG DP9 DP1 DP2 EG RIDGE EG DP10 DP17 EG DP11 DP12 DP16 DP15 EG EG DP14 EG EG LEGEND DP DP18 DP19 EG DP13 EG DOWNPIPE DENOTES DOWNPIPE. PROVIDE Ø100mm DWV PVC-U CLASS SN4 PIPE UNO. REFER STORMWATER DETAILS AND NOTES FOR FURTHER DOWNPIPE INFORMATION. DENOTES EZIFORM 225 HALF ROUND GUTTER OR APPROVED EQUIVALENT. MINIMUM CROSS SECTIONAL AREA: 17,500mm2 ROOF DRAINAGE PLAN AREA m2 Q5% L/s DP1 8 DP2 86 EG DOWNPIPE AREA m2 Q5% L/s 0.5 DP11 50 3.1 5 DP12 3 0.2 DP3 2 0.1 DP13 33 2 DP4 36 2 DP14 96 6 DP5 64 4 DP15 92 6 DP6 56 4 DP16 38 2 DP7 64 4 DP17 2 0.1 DP8 20 1 DP18 6 0.4 DP19 6 0.4 DP9 21 1 DP10 38 3 CONSTRUCTION ISSUE * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. Amend Date A 28/10/24 Amendment Details CONSTRUCTION ISSUE By GK Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY ROOF DRAINAGE PLAN Designed Certification LAV GK Checked LRP Scale 1:100 Drawing Number (A3) 18766 - C05 LEROY PALMER RPEQ 5208 Amend A eS eW TP eS 00 00 50 Ø150 43 eS 00 43 4.4 1980 3365 00 4.0 43 DENOTES EXISTING CONCRETE PAVEMENT TO REMAIN DP DENOTES PROPOSED GREY CONCRETE FOOTPATH. BROOM FINISHED. REFER EXTERNAL PAVEMENT DETAILS DENOTES Ø100mm PVC DOWNPIPE CONNECTED TO Ø100mm STORMWATER PIPE AT MIN 1:100 GRADE UNO. GP DENOTES EVERHARD 300 SERIES STORMWATER PIT WITH CLASS B GRATE GP2 DENOTES 450x450 PRE-CAST CONCRETE STORMWATER PIT WITH CLASS B HINGED CAST-IN GRATE. INSTALL IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. GP3 DENOTES 600x600 PRE-CAST CONCRETE STORMWATER PIT WITH CLASS D HINGED CAST-IN GRATE. INSTALL IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. RWT DENOTES RAINWATER TANK. REFER WATER RETICULATION PLAN. 50 SURVEY NOTES: T T 1. NATURAL SURFACE CONTOURS REPRESENTED ON PLAN HAVE BEEN OBTAINED BY OTHERS. 2. LEROY PALMER CONSULTING ENGINEERS DO NOT ACCEPT ANY RESPONSIBILITY FOR ANY ERRORS AND/OR DISCREPANCIES IN THE EXISTING NATURAL SURFACE CONTOURS AND SPOT LEVEL INFORMATION DEPICTED ON THIS DRAWING. G G W W eSW eSW SW SW eS eS 3965 2% GRADE 20850 3685 1.5% GRADE ENTRY 5.5% GRADE FOOTPATH Date A 28/10/24 Amendment Details CONSTRUCTION ISSUE DENOTES 450X450 PRE-CAST CONCRETE STORMWATER PIT WITH CLASS D HINGED CAST-IN GRATE. INSTALL IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 4970 EXISTING RETAINING WALL. OPERATIONAL WORKS NOTE: 1. OBTAIN OPERATIONAL WORKS APPROVAL FROM SOUTH BURNETT REGIONAL COUNCIL PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. SERVICE LOCATION NOTE: EXISTING SERVICE DEPTHS AND LOCATIONS TO BE CONFIRMED ON SITE. SERVICE LOCATOR AND/OR POTHOLING MAY BE REQUIRED. Amend DENOTES EXISTING DIRECTION OF OVERLAND STORMWATER FLOW. NEW RETAINING WALL. NGL FSL SECTION THROUGH CROSSOVER - WESTERN EDGE * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. DENOTES PROPOSED DIRECTION OF OVERLAND STORMWATER FLOW. 0 E DENOTES PROPOSED CONCRETE PAVEMENT. REFER EXTERNAL PAVEMENT PLAN. ELECTRICAL TELECOMMUNICATIONS GAS MAIN WATER MAIN EXISTING STORMWATER MAIN - COUNCIL NEW STORMWATER MAIN - COUNCIL NEW STORMWATER PIPEWORK - PRIVATE EXISTING STORMWATER PIPEWORK - PRIVATE SEWER MAIN 00 DENOTES PROPOSED GREY CONCRETE FOOTPATH. BROOM FINISHED. REFER STRUCTURAL DRAWINGS 10. BOUNDARY 1800 1.5% GRADE GP2 R.L 433.900 IN I.L 432.930 OUT I.L 432.900 eSW eS DOWNPIPE LINES TO RAISE ON GROUND AND DISCHARGE OVER SCREENED INLET. 434.000 GP PROVIDE FROG FLAP TO Ø150 RWT OUTLET PIPE. R.L 434.000 IN I.L 433.200 OUT I.L 433.170 eSW eS 434.050 00 5.5% GRADE 65 LEGEND - STORMWATER MANAGEMENT PLAN E TRANSITION POINT. KI+150mm MATCH EX. FOOTPATH LEVELS ON BOTH SIDES. 0.5% GRADE DP Ø150 4.1 4. 43 DP Ø225 DP 434.100 1. ALL DRAINAGE WORKS TO COMPLY WITH THE RELEVANT SECTIONS OF AS/NZS-. BUILDER TO ACCURATELY LOCATE ANY EXISTING COUNCIL INFRASTRUCTURE AND PUBLIC UTILITIES AND CONFIRM DEPTHS/HEIGHTS INCLUDING ANY THAT MAY NOT BE SHOWN ON THIS DRAWING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3. ANY CONFLICT WITH AN EXISTING SERVICE SHALL BE REFERRED TO THE ENGINEER OR THE RELEVANT AUTHORITY FOR DETERMINATION. 4. DATUM HEIGHTS TO BE CONFIRMED ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. SAW CUT AND BREAK OUT BACK OF BARRIER KERB AND CHANNEL. 43 eSW 3.5 SHED DP RWT GP2 R.L 433.400 I.L 432.900 165 43 eS 43 4.0 DP Ø150 634.100 .0 434 eS Ø100 eS 4.2 00 43 43 PROPERTY BOUNDARY- - 634.100 eSW eW eW GP2 R.L 434.000 IN I.L 433.400 OUT I.L 433.370 eSW 434.050 GENERAL NOTES: PLAN INCLUDES COLOURED LINEWORK AND IS TO BE PRINTED IN COLOUR. 50 00 eW eW PROPERTY BOUNDARY 3.4 4.6 Ø150 GP2 R.L 434.200 I.L 433.700 DP AC DP NOTE: 43 AC DP EX. WM STORMWATER MANAGEMENT PLAN DP 00 eSW 4.7 40 4.1 43 65 4.1 FFL 434.200 FPL 433.900 GP R.L 433.950 I.L- 50 0 .25 4 43 3.3 eSW - 43 eW eW PP 4.0 43 00 4.1 43 eW eW 0 43 CHILDCARE CENTRE DP 5 4.4 43 4.0 00 DP 25 4.0 eW eW DATUM SCREW IN CONCRETE R.L 434.644 50 3.9 43 75 43 4.6 43 eW eW 55 4.8 43 DP GP2 R.L 433.250 I.L 432.800 eS eW 05 AC GP2 R.L 433.250 IN I.L 432.550 OUT I.L 432.520 Ø150 eS eS 4.5 00 4.7 43 5 .16 DP 434 DP DP eSW EASEMENT BOUNDARY 43 4.0 eS 3. 8 50 DP DP eSW 0 43 00 3.9 43 0 4.4 43 eW 4.6 15 43 3.9 00 65 GP2 R.L 433.950 I.L 433.500 DP PROVIDE KERB RAMP AS PER AS1428.1 43 4.1 4.1 65 3. 9 43 00 DP eSW eSW 4.0 eW 43 4.6 25 75 4.7 4.6 43 43 43 ALFORD STREET 43 3. Q10%=48L/s 500 Ø225 43 - - 43 4. 0 43 43 eW PP 43 eW EX. WM EX. STORMWATER MANHOLE R.L 433.220 (SURVEY) Ø225 IN I.L 432.500 OUT I.L 432.050 (SURVEY) Q10%=74L/s Ø300 EX. SHED EX. SHED GP2 R.L 433.400 IN I.L 432.630 OUT I.L 432.600 Ø150 PROPERTY BOUNDARY GP2 R.L 433.650 IN I.L 433.020 OUT I.L 432.990 EASEMENT BOUNDARY VALLEY eS eW DENOTES MAX. 200mm HIGH GARDEN EDGE Q10%=17L/s GP2 R.L 433.800 IN I.L 433.200 PROPERTY BOUNDARY OUT I.L 433.170 GP3 R.L 433.850 I.L 433.350 43 EX. BUILDING EX. DRIVEWAY CROSSOVER TO BE REMOVED. REINSTATE VERGE, KERB AND CHANNEL TO MATCH SURROUNDING. By GK CONSTRUCTION ISSUE Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY STORMWATER MANAGEMENT PLAN Designed Certification LAV GK Checked LRP Scale 1:250 Drawing Number (A3) 18766 - C06 LEROY PALMER RPEQ 5208 Amend A INSPECTION NOTES: 1. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE ENGINEER PRIOR TO ANY INSPECTIONS. 2. NO TRENCHES ARE TO BE BACKFILLED WITHOUT THE ENGINEER SIGHTING AND PROVIDING APPROVAL OF THE RELEVANT DRAINAGE COMPONENTS. 3. ALL STAGES OF THE DRAINAGE WORKS ARE TO BE SIGHTED AND APPROVED PRIOR TO ANY CERTIFICATES BEING ISSUED. CERTIFICATION CANNOT BE PROVIDED IF DRAINAGE COMPONENTS HAVE NOT BEEN INSPECTED BY THE ENGINEER. 4. ANY CHANGES MADE FROM THE ORIGINAL APPROVED DESIGN PLANS OR DOCUMENTED INSTRUCTIONS MUST BE RE-INSPECTED BY THE ENGINEER DURING THE CONSTRUCTION PHASE TO PROVIDED CERTIFICATION. 5. IF THE WORK CANNOT BE INSPECTED AND APPROVED, CERTIFICATION BY LEROY PALMER CONSULTING CANNOT BE PROVIDED. SURFACE RUNOFF TO BE FREE DRAINING. ENSURE NO PONDING OF STORMWATER OCCURS. 50mm FALL FSL BED, HAUNCH AND BACKFILL NOTES: WITHIN FIRST 1000mm OF BUILDING 1. BEDDING, SIDE SUPPORT AND OVERLAY MATERIAL SHALL BE NATURALLY OCCURRING GRAVELY SAND OR OTHER GRANULAR MATERIAL. IT SHALL GENERALLY BE AN IMPORTED MATERIAL. IT SHALL BE FREE FROM COHESIVE MATERIAL, ROCK OR ANY OTHER HARD OR SHARP OBJECTS AND BE FREE DRAINING. 2. THE EMBEDMENT MATERIAL SHALL BE PLACED IN LOOSE LAYERS NOT MORE THAN 200mm THICK AND COMPACTED TO NO LESS THAN 90% STANDARD R.D.D. 3. TRENCH BACKFILL SHALL BE MATERIAL EXCAVATED FROM THE TRENCH OR AN IMPORTED MATERIAL WITH A MINIMUM CBR OF 15%. IT SHALL BE FREE FROM BUILDERS WASTE, CONCRETE, ROCKS OR A SIMILAR MATERIAL GREATER THAN 75mm. 4. TRENCH BACKFILL SHALL BE PLACED IN LOOSE LAYERS NOT MORE THAN 200mm THICK AND COMPACTED TO NO LESS THAN 95% STANDARD R.D.D IN SUCH A WAY THAT THE PIPES ARE NEITHER DISLODGED OR DAMAGED. PROVIDE V-DRAIN AS REQUIRED TO DIRECT STORMWATER TO APPROVED DISCHARGE POINT. MAXIMUM 1:75 GRADE TO V-DRAIN. SITE SURFACE DRAINAGE SECTION TYPICAL TO PERIMETER OF BUILDING GRATED PIT NOTES: 1. GRATED PITS ARE TO BE POSITIONED PREFERABLY IN TURFED AREAS RATHER THAN IN LANDSCAPED AREAS. IF POSITIONED IN LANDSCAPED AREAS ENSURE PIT IS INSTALLED AT A SUITABLE HEIGHT TO CAPTURE SURROUNDING SURFACE RUNOFF 2. ENSURE POSITIVE, UNOBSTRUCTED STORMWATER SURFACE RUNOFF INTO PIT. 3. IF ANY PITS ARE FOUND TO BE INSTALLED INCORRECTLY THEN IT IS TO BE RECTIFIED TO THE SATISFACTION OF THE ENGINEER AND REINSPECTED. 4. ALL GRATED PITS LOCATED IN THE DRIVEWAY TO BE PROVIDED WITH CLASS D GALVANISED GRATES OR APPROVED EQUIVALENT UNO. 5. ALL MANHOLE LIDS OR SIMILAR LOCATED WITHIN THE DRIVEWAY TO BE PROVIDED WITH CLASS D CAST IRON LIDS UNO. 6. ALL PITS TO BE BENCHED AS NECESSARY TO MINIMISE STORMWATER HEAD LOSSES AND TO PREVENT THE PONDING OF WATER INSIDE THE PIT. DOWNPIPE NOTES: 1. CONFIRM ALL DOWNPIPE LOCATIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 2. PROVIDE ABOVE GROUND FLEXIBLE CONNECTION BETWEEN THE DOWNPIPES AND THE UNDERGROUND STORMWATER PIPES. PROVIDE APPROVED EXPANSION JOINT, (STORMPLASTICS OR APPROVED EQUIVALENT) THAT ALLOWS 150mm OF MOVEMENT. PROVIDE PVC ADAPTOR DOWNPIPE AS NECESSARY. PROVIDE 40mm OF ABLEFLEX TO DOWNPIPE PENETRATIONS THROUGH DRIVEWAY/FOOTPATH SLAB. 3. ALL CHARGED DOWNPIPE PIPEWORK TO BE SOLVENT WELDED AND BE PRESSURE TESTED TO THE SAME STANDARD AS A SEWER PIPE PRIOR TO BACKFILLING. 4. PROVIDE APPROVED SELF CLEANING RAINWATER HEADS TO ALL DOWNPIPES DISCHARGING TO RAINWATER TANK AND RAINWATER TANK OVERFLOWS. MINIMUM 700mm ABOVE TANK INLET. PIPEWORK NOTES: 1. ALL STORMWATER PIPEWORK TO BE Ø100mm DWV PVC-U CLASS SN6 UNO. STORMWATER PIPEWORK BETWEEN Ø100-Ø225mm TO BE DWV PVC-U CLASS SN4 UNO. 2. ALL STORMWATER PIPEWORK LARGER THAN Ø225mm TO BE RIBBED PP PIPE BLACKMAX OR APPROVED EQUIVALENT AT MINIMUM 1:100 GRADE. 3. ALL CHARGED PIPEWORK TO BE SOLVENT WELDED AND BE PRESSURE TESTED TO THE SAME STANDARD AS A SEWER PIPE PRIOR TO BACKFILLING. 4. ALL STORMWATER PIPEWORK UNDER BUILDING SLAB OR FOOTINGS AND ANY PIPEWORK LOCATED UNDER THE ROAD VERGE TO BE PVC-U CLASS PN12 UNO. 5. ALL STORMWATER PIPEWORK TO BE LAID AT A MINIMUM 1:100 GRADE UNO. 6. ANY DRAINAGE PIPEWORK PENETRATING FIRE RATED STRUCTURAL SLAB OR FIRE WALLS ARE TO BE FITTED WITH FIRE STOP COLLARS IN ACCORDANCE WITH THE BCA. CONSTRUCTION ISSUE * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. Amend Date A 28/10/24 Amendment Details CONSTRUCTION ISSUE By GK Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY STORMWATER MANAGEMENT DETAILS Designed Certification LAV GK Checked LRP Scale (A3) 1:20 Drawing Number 18766 - C07 LEROY PALMER RPEQ 5208 Amend A eW TP eS DRIVEWAY 125mm THICK SLAB SL82 MESH 30mm TOP COVER N32 CONCRETE FOOTPATHS 100mm THICK SLAB SL72 MESH 30mm TOP COVER N25 CONCRETE eS eW EX. DRIVEWAY CROSSOVER TO BE REMOVED. REINSTATE VERGE, KERB AND CHANNEL TO MATCH SURROUNDING. PROPERTY BOUNDARY eS eW WS WS WS BK ET WS ET BK WS TR TR SJ eS SJ CHILDCARE CENTRE TR SJ ET DJ WS WS BK BK WS WS WS BK eS DJ TR RWT 1800 eS PROPERTY BOUNDARY eSW eW eW PROVIDE CONTROL JOINTS TO FOOTPATH AT LOCATIONS SHOWN. EX. WATER METER TO BE REMOVED. WORKS BY COUNCIL. ALLOW ALL COSTS. SHED eSW eW eW eS DJ DJ WS TR PROVIDE KERB RAMP AS PER AS1428.1 eS WS DJ WS BOL-CA eSW eW eW BK SJ EXTERNAL PAVEMENT PLAN INSPECTION NOTES: NOTE: 1. PROVIDE THE ENGINEER WITH 24 HOURS NOTICE OF THE CONCRETE CROSSOVER AND DRIVEWAY REINFORCEMENT BEING READY FOR INSPECTION. DO NOT POUR CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER. PLAN INCLUDES COLOURED LINEWORK AND IS TO BE PRINTED IN COLOUR. LEGEND - EXTERNAL PAVEMENT PLAN WS DENOTES PROPRIETARY WHEEL STOP. REFER OTHERS. TR DENOTES THRESHOLD RAMP. REFER DETAILS. DENOTES EXISTING CONCRETE PAVEMENT TO REMAIN DOOR FOOTPATH SLAB DENOTES PROPOSED CONCRETE FOOTPATH. REFER EXTERNAL PAVEMENT DETAILS 20 1:8 GRADE MAXIMUM. DENOTES PROPOSED CONCRETE FOOTPATH. REFER EXTERNAL STRUCTURAL DETAILS 35 MESH 150 110 5 40 R2 DENOTES PROPOSED CONCRETE CROSSOVER. REFER PLAN AND EXTERNAL PAVEMENT DETAILS 280 SLAB 300 BARRIER KERB DETAIL NEW RETAINING WALL. THRESHOLD RAMP DETAIL MARKED "TR" ON PLAN EXISTING RETAINING WALL. MARKED "BK" ON PLAN E Ø100x4.0 CHS BOLLARD CONCRETE FILL CORE MESH 150x150x12 PL 4 CFW 4M12 CHEMSET 75mm EMBEDMENT 1000 SAW CUT WITHIN 24 HRS OF PLACING CONCRETE TO A DEPTH OF 25mm. FILL WITH APPROVED SEALANT. CUT AND REMOVE EVERY SECOND WIRE. SLAB R16 DOWELS 400 LONG AT 500 CENTRES. GREASE AND WRAP ONE END ONLY 10mm ABLEFLEX AND SEALANT MESH FGL 175 200 SAWN JOINT DOWEL JOINT MARKED "SJ" ON PLAN MARKED "DJ" ON PLAN Amend Date A 28/10/24 Amendment Details CONSTRUCTION ISSUE By GK SLAB EDGE DETAIL E T T G G W W SW SW S S BUILDING TO RETAIN. REFER STRUCTURAL DRAWINGS ELECTRICAL TELECOMMUNICATIONS GAS MAIN WATER MAIN STORMWATER MAIN SEWER MAIN OPERATIONAL WORKS NOTE: 300 300 300 * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. eSW SJ SJ BK SJ eSW eW eW WS WM TR eS ET SJ PP TR eS BK SJ DJ SJ SJ ET DJ 6000 SJ eSW eW eW 1500 TR eSW eW CROSSOVER 175mm THICK SLAB SL82 MESH 30mm TOP COVER N32 CONCRETE PROPERTY BOUNDARY eW 1500 SJ DJ TR eSW 1800 DJ TR eS DJ SJ ET 9250 eW ALFORD STREET WS DJ eSW WS DJ SJ eW WS DJ eS DJ WM PP 50mm CRUSHER DUST OR SAND COMPACTED SUBGRADE SLAB SECTION MARKED "ET" ON PLAN CLEAR AREA BOLLARD DETAIL 1. OBTAIN OPERATIONAL WORKS APPROVAL FROM SOUTH BURNETT REGIONAL COUNCIL PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. MARKED "BOL-CA" ON PLAN CONSTRUCTION ISSUE Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY EXTERNAL PAVEMENT PLAN AND DETAILS Designed LAV Certification GK Checked LRP Scale 1:250, 50, 10 (A3) Drawing Number 18766 - C08 LEROY PALMER RPEQ 5208 Amend A eS eS LOCATE AND CONNECT TO EX. SEWER CONNECTION POINT. APPROX I.L 432.180 (MEASURED) EX. WM eW IO,EJ VS EJ eS eS eS PROPERTY BOUNDARY eS eS eS eS eS eW PLAN INCLUDES COLOURED LINEWORK AND IS TO BE PRINTED IN COLOUR. NOTE NOTE: NEW RETAINING WALL. 1. ALL VENT PIPES SHALL TERMINATE AT 150mm ABOVE ROOF IN ACCORDANCE WITH AS3500 UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL VERIFY ALL INVERT LEVELS, SURFACE LEVELS AND COVER OVER DRAINAGE LINES ARE CORRECT AND OBTAINABLE BEFORE COMMENCING EXCAVATION. 3. BUILDER TO ACCURATELY LOCATE ANY EXISTING SERVICES AND CONFIRM DEPTHS/HEIGHTS INCLUDING ANY THAT MAY NOT BE SHOWN ON THIS DRAWING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALLOW TO EXCAVATE AND EXPOSE EXISTING SERVICES AND CONNECTIONS TO VERIFY EXACT LOCATION AND LEVEL OF SERVICES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 4. ANY CONFLICT WITH AN EXISTING SERVICE SHALL BE REFERRED TO THE ENGINEER FOR DETERMINATION. 5. ALL DRAINAGE WORK IS TO BE IN ACCORDANCE WITH AS3500.2. 6. ALL DRAINAGE PIPEWORK IS TO BE LAID AT 1 IN 60 MINIMUM GRADE UNO. 7. ALL DRAINAGE PIPEWORK AND FITTINGS ARE TO BE DWV UPVC CLASS SN6 TO AS1260 WITH SOLVENT WELDED JOINTS UNO. 8. ALL EXPOSED DRAINAGE PIPEWORK TO BE CHROME PLATED ON COPPER AND FINISHED AT FLOORS WITH CHROME PLATED COVER PLATES. 9. INSPECTION OPENINGS TO BE PROVIDED AT MAXIMUM 30m SPACES. 10. ALL INSPECTION OPENINGS TO SURFACE IN TRAFFICABLE AREAS TO HAVE HEAVY DUTY TRAFFICABLE COVER (BRASS CAP OR APPROVED EQUIVALENT) AND FINISHED LEVEL AND FLUSH WITH THE FINISHED SURFACE LEVEL OF THE DRIVEWAY. ALL INSPECTION OPENINGS TO SURFACE INTERNALLY TO BE CHROME PLATED BRASS. 11. ANY DRAINAGE PIPEWORK PENETRATING STRUCTURAL SLAB OR FIRE WALLS TO BE FITTED WITH FIRE STOP COLLARS IN ACCORDANCE WITH THE BCA. 12. WHERE NO REQUIREMENT BY THE DRAWINGS OR AS3500.2 IS GIVEN, GOOD PRACTICE IS TO APPLY. IN ANY MATTER OF UNCERTAINTY THE LOCAL AUTHORITY IS TO BE CONSULTED. 13. ALL TRADE WASTE PIPEWORK TO BE HDPE OR AN APPROVED EQUIVALENT IN ACCORDANCE WITH THE LOCAL AUTHORITY. EXISTING RETAINING WALL. FOUNDATION DESIGN IS BASED ON "H2/P" SITE CLASSIFICATION FROM SOIL TEST REPORT CONDUCTED BY WAGNER CONTRACT DRILLING, REFERENCE NUMBER J24/01, DATED 15/12/23. Date 28/10/24 IOS,SJ,EJ RWT EJ COS eSW IOS,SJ,EJ FWG WC BN CSK(TW) TUB/WM(TW) V(50) SHED GT SK SK TD1 BB TD3 PROPERTY BOUNDARY NOTE: A AC SK eSW eW eW EX. WM SK(TW) DW(TW) SK(TW) AC EJ ORG,SJ,EJ TD2 SHR V(50) EJ COS EJ,SJ,IOS 6.25m Amend FWG TD1 EJ EJ,IOS V(100) 1:250 * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. BN eSW PROVIDE 50mm PVC CONDENSATE DRAIN TO GRATED PIT LINE. REFER STORMWATER MANAGEMENT PLAN. TYPICAL. eW eW 5 FWG BN BN TD3 BN SHR FWG V(50) COS WC WC WC eSW SS eW eW 3.75 FFL 434.200 eSW eW eW 2.5 CHILDCARE CENTRE eSW eW 1.25 IO,EJ IOS,SJ,EJ AC BN BN TD3 BN TD2 SK FWG SCHEMATIC 0 IOS,SJ,EJ WC WC WC FWG TD1 BB SK V(50) SK SK TD3 SJ,EJ WC SEWER DRAINAGE PLAN 1.25 EJ,COS eSW eW ALFORD STREET eW EJ,IO PP EJ,IO EJ eSW eSW FU=86 Ø100 WM eSW eS eW TP PROPERTY BOUNDARY eW COMPLIANT ORG GRATE R.L 434.050 FSL 433.975 I.L 433.700 PROPERTY BOUNDARY PP EX. STORMWATER MANHOLE R.L 433.220 (SURVEY) I.L 432.050 (SURVEY) E E T T G G W W eSW eSW S eS BUILDING TO RETAIN ELECTRICAL TELECOMMUNICATIONS GAS MAIN WATER MAIN EXISITNG STORMWATER MAIN NEW SEWER PIPEWORK - PRIVATE EXISTING SEWER PIPEWORK - PRIVATE NEW SEWER MAIN - COUNCIL EXISTING SEWER MAIN - COUNCIL S eS PLUMBING APPROVAL NOTE: 1. OBTAIN PLUMBING APPROVAL FROM SOUTH BURNETT REGIONAL COUNCIL PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION GREASE TRAP SIZING DESCRIPTION SEWER DRAINAGE SCHEDULE DESCRIPTION DETAILS BN BASIN (DN40 TO FWG & DN65 TO DRAIN) AC PROVIDE 100mm GRATED OUTLET FOR AC CONDENDATES CSK CLEANERS SINK (DN65 TO DRAIN) CO CLEAN OUT (DN100) EPW ELEVATED PIPEWORK (DN100) FWG FLOOR WASTE GULLY (DN65 TO DRAIN) SHR SHOWER (DN50 TO FWG OR DN65 TO DRAIN) SK SINK (DN65 TO DRAIN OR ORG) TW DENOTES TRADE WASTE FIXTURES TUB/WM LAUNDRY TUB/ WASHING MACHINE (DN50 TO FWG) TTD TRAPPED TUNDISH (DN50 TO DRAIN) WC WATER CLOSET (DN100 TO DRAIN) ORG OVERFLOW RELIEF GULLY (DN100) NO. SIZING (L) V(50) VENT (SIZE OF VENT) DISHWASHER -LARGE 1 1200 IO INSPECTION OPENING (DN100) SINK - DOUBLE 1 300 GT CLEANERS SINK 1 30 DENOTES 2000L GREASE TRAP. PROVIDE HALGAN MGTS 2000 GREASE TRAP OR APPROVED EQUIVALENT SINK - SINGLE 1 150 TD1 APPROVED IN WALL TUNDISH (DN50 TO DRAIN) FOR RPZV ENCLOSURE. CONFIRM LOCATION ON SITE. TUNDISH CONNECTION (UNTRAPPED DN25 TO DN50 WASTE) PIPE FROM HOT WATER SYSTEM SAFE TRAY. INSTALL IN ACCORDANCE WITH AS/NZS- APPROXIMATE GREASE TRAP SIZE 1650 TD2 LEGEND SJ DENOTES SWIVEL JOINT. REFER DETAIL. EJ DENOTES EXPANSION JOINT. REFER DETAIL. TD3 APPROVED IN WALL TUNDISH (DN50 TO DRAIN) FOR AC CONDENSATE LINE.AC: PROVIDE Ø100 GRATED OUTLET FOR AC CONDENSATE. CONSTRUCTION ISSUE Amendment Details CONSTRUCTION ISSUE By GK Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY SEWER DRAINAGE PLAN Designed Certification LAV GK Checked LRP Scale 1:250 Drawing Number (A3) 18766 - H01 LEROY PALMER RPEQ 5208 Amend A APPROX- WITH NO IOS SEWER PIPE PENETRATION FFL MIN 100 APPROVED "SWIVEL JOINT". REFER NOTES SEWER MAIN OR BRANCH LINE LAGGING. REFER NOTES LAGGING. REFER NOTES NO PENETRATIONS THROUGH BOTTOM 100mm OF FOOTING. DEEPEN FOOTING IF REQUIRED. EXPANSION JOINT ELEVATION 1 = IOS APPROX 800 IOS APPROVED "EXPANSION JOINT" REFER NOTES NOTES: APPROX- WITH NO IOS APPROX 650 1 = SCOOP OUT TOP SECTION OF FOOTING MAXIMUM 100mm. DEEPEN FOOTING AND REINFORCEMENT LOCALLY TO MAINTAIN FULL FOOTING DEPTH APPROVED "EXPANSION JOINT". REFER NOTES MINIMUM 15 DEGREE BEND SECTION 1 = THROUGH OPTION SECTION SCOOP OPTION EXPANSION JOINT DETAIL WITH 15° BEND AND IOS SEWER PIPE PENETRATION APPROX 900 700 WITH NO IOS APPROX 900 700 WITH NO IOS FFL IOS APPROX 1100 IOS MIN 100 APPROVED "SWIVEL JOINT". REFER NOTES SEWER MAIN OR BRANCH LINE LAGGING. REFER NOTES APPROVED "EXPANSION JOINT" REFER NOTES LAGGING. REFER NOTES NO PENETRATIONS THROUGH BOTTOM 100mm OF FOOTING. DEEPEN FOOTING IF REQUIRED. 2 = EXPANSION JOINT ELEVATION APPROX 600 2 = SCOOP OUT TOP SECTION OF FOOTING MAXIMUM 100mm. DEEPEN FOOTING AND REINFORCEMENT LOCALLY TO MAINTAIN FULL FOOTING DEPTH APPROVED "EXPANSION JOINT". REFER NOTES 45 DEGREE BEND SECTION 2 = THROUGH OPTION SECTION SCOOP OPTION 1. THE FOLLOWING NOTES AND DETAILS PROVIDED ARE ONLY FOR ARTICULATION FOR SANITARY PLUMBING, DRAINAGE SHOULD BE READ IN CONJUNCTION WITH AS3500, AS2870 AND ANY OTHER RELEVANT STANDARD AND OTHER REQUIREMENTS OF THE BCA. 2. TERMITE PROTECTION IS NOT SHOWN ON THESE DRAWINGS AS THERE ARE VARIOUS OPTIONS. REFER TO THE BUILDING DESIGNER. 3. ALL PIPEWORK INCLUDING STORMWATER FITTINGS AND ADAPTORS SHOULD BE PROTECTED FROM MECHANICAL DAMAGE. 4. THE USE OF CORRUGATED FLEXIBLE PVC PRODUCTS SHOULD BE AVOIDED AS THEY ARE NOT ABLE TO EXPAND TO ACCOMMODATE SOIL MOVEMENT. 5. GRADES IN PIPEWORK ON M, H, AND E SITES SHOULD HAVE A MINIMUM GRADE OF 1:30 WITHIN 1.5m OF THE BUILDING AND 1:60 ELSEWHERE UNO. 6. PROVISIONS SHOULD BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER DISCHARGE FROM FIXTURES SUCH AS H.W.S AND A.C TO A DRAIN AS REQUIRED BY THE RELEVANT LOCAL AUTHORITY. 7. DETAIL AND SUPPORT OF TRAPS AT THE ORG TO BE CONSIDERED ON SITE, TO ALLOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION AND ARTICULATION ASSOCIATED WITH PATHS AND PAVEMENTS. THE ORG SHOULD BE CAST IN CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEM ON CLASS H AND E SITES. 8. ALL PVC PIPEWORK PASSING HORIZONTALLY THROUGH CONCRETE MUST BE PROVIDED WITH LAGGING (COMPRESSIBLE FILLER). PROVIDE THE MINIMUM THICKNESS IN ACCORDANCE WITH THE TABLE ON THIS PLAN. 9. EXPANSION AND SWIVEL JOINTS ARE TO BE APPROVED WATER MARKED PRODUCTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND INSPECTED BY THE LOCAL AUTHORITY. MINIMUM EXPANSION AND ROTATION TO PROVIDED IN ACCORDANCE WITH TABLE ON THIS PLAN. 10. SWIVEL JOINTS SHOULD NOT BE USED AS A BEND TO ACHIEVE CORRECT FALLS. THE JOINTS SHOULD BE SET IN A STRAIGHT LINE OF THE DRAIN TO ALLOW MAXIMUM (+) OR (-) MOVEMENT. A MINIMUM 15 DEGREE BEND IS TO BE INSTALLED BEFORE SWIVEL JOINTS TO ACHIEVE MINIMUM GRADES FROM THE FACE OF THE FOOTINGS. EXPANSION JOINTS ARE TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER DIRECTION AND WRAPPED IN 200 MICRO POLYTHENE AND SEALED WITH PRESSURE SENSITIVE TAPE TO EXCLUDE SOIL PARTICLES. 11. THE SEPARATE SWIVEL AND EXPANSION JOINTS DETAILED ON THIS PLAN MAY BE REPLACED WITH A SWIVEL/EXPANSION COMBO JOINT ENSURING IT PROVIDES THE SAME AMOUNT OF EXPANSION AND ROTATION CAPACITY. 12. THIS PLAN TOGETHER WITH THE SLAB AND FOUNDATION DOCUMENTATION IS TO BE SUPPLIED TO THE PLUMBER PRIOR TO THEIR PREPARATION. 13. WHERE A PIPE IS INSTALLED UNDERNEATH THE FOOTING A CLAY PLUG SHALL BE PROVIDED TO PREVENT WATER ENTERING BENEATH THE FOOTINGS. BED AND BACKFILL THE PIPE WITH COMPACTED CLAY FOR THE FULL WIDTH OF THE FOOTING. MINIMUM LAGGING REQUIREMENTS SITE CLASS M H1 H2 E P MINIMUM LAGGING THICKNESS 20mm (10mm ABLEFLEX WRAPPED 2 TIMES OR EQ) 20mm (10mm ABLEFLEX WRAPPED 2 TIMES OR EQ) 40mm (10mm ABLEFLEX WRAPPED 4 TIMES OR EQ) 40mm (10mm ABLEFLEX WRAPPED 4 TIMES OR EQ) 40mm (10mm ABLEFLEX WRAPPED 4 TIMES OR EQ) EXPANSION AND SWIVEL JOINT REQUIREMENTS SITE CLASS M H1 H2 E P MINIMUM EXPANSION N/A 75mm 75mm 100mm 75mm ALLOWABLE ROTATION N/A 15° 15° 15° 15° EXPANSION JOINT DETAIL WITH 45° BEND AND IOS DOWNPIPE APPROVED "EXPANSION JOINT" REFER NOTES. ENSURE EXPANSION JOINT IS FITTED TIGHTLY IN VOID FORMER AND IS NOT ENCASED IN CONCRETE. 100mm FIXTURE PIPE OVERLAP PIPES MIN 150mm AND PROVIDE SLIP JOINT SEAL OR PROVIDE EXPANSION JOINT APPROX- WITH NO IOS FSL DEPTH TO BOTTOM OF TRENCH (VARIES) FWG, BATH OR SHOWER TO PLUMBING FIXTURE. PIPES 50mm AND UNDER DO NOT REQUIRE EXPANSION JOINTS FFL APPROVED "SWIVEL EXPANSION JOINT + BEND COMBO" FLOOR WASTE OR SIMILAR TRAP ENSURE PIPEWORK NOT CONNECTED OR RESTRAINED BY FOUNDATIONS DOWNPIPE SLIP JOINT DETAIL APPROVED "EXPANSION JOINT". REFER NOTES CLAY PLUG. REFER NOTES MINIMUM 15 DEGREE BEND X ENSURE BOTTOM OF TRENCH DOES NOT UNDERMINE FOOTING. PROVIDE APPROVED "EXPANSION JOINTS". REFER NOTES. APPROVED "SWIVEL JOINTS". REFER NOTES SEPTIC TANK, MANHOLE OR SIMILAR FSL NOTE ELEVATED PIPEWORK FOUNDATION DESIGN IS BASED ON "H2/P" SITE CLASSIFICATION FROM SOIL TEST REPORT CONDUCTED BY WAGNER CONTRACT DRILLING, REFERENCE NUMBER J24/01, DATED 15/12/23. Amend Date A 28/10/24 STUMPED FOUNDATIONS EXPANSION JOINT DETAIL Amendment Details CONSTRUCTION ISSUE By GK Client: PETRIE PROJECTS PTY LTD SEWER PIPE FLOOR FRAMING FFL * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. 1:1 EXCAVATION NEAR FOOTINGS WALL FRAMING. WAFFLE POD EXPANSION JOINT DETAIL MA 45° 350 APPROVED "SWIVEL JOINT". REFER NOTES APPROX 1200 IOS INSTALL IN LINE ON GRADE DOUBLE ARTICULATION JOINT DETAIL CONSTRUCTION ISSUE Project: Drawing Title: Drawn PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY PLUMBING EXPANSION JOINT DETAILS Designed Certification LAV GK Checked LRP Scale (A3) 1:50 Drawing Number 18766 - H02 LEROY PALMER RPEQ 5208 Amend A eS eW eS eW eS eS eS PROPERTY BOUNDARY eS eS SK(TW) eS C HC HC eS RPZV BN eS H C WC TMV TUB(TW) WM(TW) HC H CSK(TW)C H C PUMP 1. OBTAIN PLUMBING APPROVAL FROM SOUTH BURNETT REGIONAL COUNCIL. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION TRADE WASTE METER NOTE: 1. IF INSTALLED VERTICALLY ENSURE TRADE WASTE METERS ARE MAXIMUM 1600 FROM FINISHED GROUND LEVEL AND METER DIGITS ORIENTATED THE CORRECT WAY UP. UNO. 2. IF INSTALLED HORIZONTALLY ENSURE TRADE WASTE METERS ARE MAXIMUM 1200 FROM FINISHED GROUND LEVEL AND 300mm OF STRAIGHT PIPE EITHER SIDE OF METER. UNO. Amendment Details CONSTRUCTION ISSUE By GK PROVIDE DN20 RPZV AND CV's TO IRRIGATION LINE. LOCATE ON EXTERNAL WALL IN AN APPROVED LOCKABLE ENCLOSURE RWT SHED DN25(TANK) PROVIDE DN25 CONTROL VALVES AND VENTED DUAL CHECK VALVE TO TANK TOP UP SUPPLY LINE . LOCATE ON FENCE OR FREE STANDING SYSTEM IN APPROVED LOCKABLE ENCLOSURE. 2-DN20 TRADE WASTE METERS DN25 SUPPLEMENTARY TOWN WATER SUPPLY TO RAINWATER TANK. PROVIDE APPROVED FLOAT VALVE OR APPROVED EQUIVALENT TO MAINTAIN MINIMUM 1000 LITRES. eS PLUMBING APPROVAL NOTE: PROVIDE CV's AND RPZV TO BOTH SUPPLY LINE TO BABY BATHS. PROVIDE IN WALL STAINLESS STEEL ENCLOSURE SERIES SSRE BY ALL VALVE INDUSTRIES OR APPROVED EQUIVALENT. TYPICAL C H SHR GENERAL NOTE: FSR FIRE SERVICE RISER 1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH ALL PARTS OF AS3500. 2. ALL PIPE SIZES SHOWN REPRESENT NOMINAL PIPE DIAMETERS (DN) FOR COPPER PIPES. THIS MAY REFER TO INTERNAL BORE FOR OTHER PIPE TYPES. CONFIRM WITH MANUFACTURER AND TABLE 1.1 OF AS3500.1. FH FIRE HYDRANT FHR FIRE HOSE REEL SHR SHOWER SK SINK COLD WATER SERVICES NOTE: TW DENOTES TRADE WASTE FIXTURES 1. ALL BELOW GROUND DOMESTIC SUPPLY TO BE PE CLASS PN12.5 PIPE OR AN APPROVED EQUIVALENT. 2. ALL ABOVE GROUND DOMESTIC SUPPLY TO BE COPPER TUBING TYPE B OR AN APPROVED EQUIVALENT. 3. ALL EXPOSED PIPEWORK, FITTINGS AND TAPWARE TO BE CHROME PLATED AND FINISHED AT FLOORS AND WALLS WITH CHROME PLATED COVER PLATES. 4. REFER PLAN AND SCHEDULE FOR COLD WATER SERVICES PIPE SIZES. TUB LAUNDRY TUB TVA TEMPERING VALVE WM WASHING MACHINE WC WATER CLOSET PUMP APPROVED RAINWATER TANK PUMP. PUMP TO PROVIDE RAINWATER SUPPLY TO PEDESTALS AND EXTERNAL TAPS. PUMP DUTY: 0.5L/s AT 20m HEAD HOT WATER SERVICES NOTE: 1. ALL HOT WATER LINES TO BE TYPE 'B' COPPER TUBING OR AN APPROVED EQUIVALENT. 2. ALL EXPOSED PIPEWORK, FITTINGS AND TAPWARE TO BE CHROME PLATED AND FINISHED AT FLOORS AND WALLS WITH CHROME PLATED COVER PLATES. 3. ALL HOT WATER LINES TO BE INSULATED IN ACCORDANCE WITH AS3500.4. 4. ALL THERMOSTATIC MIXING VALVES TO ENWARE AQUA BLEND MODEL NO. 1500 OR AN APPROVED EQUIVALENT SET TO 45°C DELIVERY TEMPERATURE AND INSTALLED IN A STAINLESS STEEL CONTROL BOX WITH LOCKABLE COVER TO MANUFACTURERS WRITTEN INSTRUCTIONS UNO. 5. ALL TEMPERING VALVES TO BE SET TO 50°C DELIVERY TEMPERATURE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS UNO. 6. ALL INTERNAL CONTROL VALVES TO BE INSTALLED IN THE CEILING SPACE ABOVE OR ADJACENT AN ACCESS PANEL. 7. HOT WATER UNITS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND AS3500.4 AND LOCAL AUTHORITY REQUIREMENTS. WC WC WC HWU-1 DENOTES HOT WATER UNIT. PROVIDE STIEBEL ELTRON DHE 27 AU ELECTRIC WATER HEATER OR APPROVED EQUIVALENT. INSTALL WITH MANUFACTURERS WRITTEN INSTRUCTIONS. HWU-2 DENOTES HOT WATER UNIT. RHEEM HEAVY DUTY ELECTRIC WATER HEATER-50L-613050 WITH 3x3.6kW ELEMENTS OR APPROVED EQUIVALENT. INSTALL WITH MANUFACTURERS WRITTEN INSTRUCTIONS. RWT eSW eW eW 1. HOSE COCK LOCATIONS TO BE CONFIRMED WITH OWNER. 2. MINIMUM PIPE SIZE TO HOSE COCKS TO BE DN25. 3. EXTERNAL HOSE COCKS TO BE PROVIDED WITH VACUUM BREAKERS UNLESS INSTALLED WITH RPZV OR OTHER HIGHER RATED BACKFLOW PREVENTION DEVICE. C H BB HC H C H C HC SHR eSW PROVIDE DN20 CV's AND RPZV TO BOTH SUPPLY LINES TO DW. NOT REQUIRED IF THE DW IS NOT CHEMICALLY INJECTED. LOCATE ON EXTERNAL WALL IN AN APPROVED LOCKABLE ENCLOSURE. SK eSW eW eW HOSE COCK NOTE: Date SK HC HWU-1 SK HC eSW eW eW PLAN INCLUDES COLOURED LINEWORK AND IS TO BE PRINTED IN COLOUR. 28/10/24 TMV eSW eW eW NOTE: A TMV DN25(DOM) HWU-2 6.25m Amend H BN C C H DW DW(TW) SK(TW) PP 1:250 * COPYRIGHT * THE CONTENTS AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE COPYRIGHT OF LEROY PALMER CONSULTING ENGINEERS. USE OR DUPLICATION OF THIS DOCUMENT IN PART OR IN FULL WITHOUT THE WRITTEN PERMISSION OF LEROY PALMER CONSULTING ENGINEERS PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. HC SK eSW eW eW 5 BN HC SK eSW eW eW 3.75 CHILDCARE CENTRE eSW eW 2.5 CH TMV H SCHEMATIC 1.25 BB DN32(DOM) eW PROVIDE DN20 RPZV AND CV's TO HC LINE. LOCATE ON EXTERNAL WALL IN AN APPROVED LOCKABLE ENCLOSURE WATER RETICULATION PLAN 0 SK C H SK HC(TW) 1.25 WC WC WC CH WC PROPERTY BOUNDARY EX. WATER METER TO BE REMOVED. WORKS BY COUNCIL. ALLOW ALL COSTS. HC eSW C H BN C H BN C H BN PROVIDE CV's AND RPZV TO BOTH SUPPLY LINE TO ACCESSIBLE SHOWER. PROVIDE IN WALL STAINLESS STEEL ENCLOSURE SERIES SSRE BY ALL VALVE INDUISTRIES OR APPROVED EQUIVALENT. NOT REQUIRED IF SHOWER ROSE DOES NOT TOUCH TOILET PAN SS eSW eSW CONFIRM EX. WATER METER SIZE. EX. WATER METER TO BE UPGRADED IF REQUIRED TO DN25 BASED ON PSFR OF 1.2L/s AND ASUMED STATIC PRESSURE OF 500kPa. CONFIRM ON SITE. eW ALFORD STREET eSW RISE ON WALL AND CROSS AT HIGH LEVEL. PROVIDE CV ON RISER OR IN CEILING. PROVIDE PRV IF STATIC PRESSURE EXCEEDS 500 kPa. CONFIRM ON SITE. TYPICAL eS eW PP DN32(DOM) EX. WM PROVIDE CONNECTION FOR ARBOUR MISTER. CONFIRM REQUIREMENT WITH LANDSCAPER. REFER LANDSCAPER FOR IRRIGATION LINE REQUIREMENTS. PROPERTY BOUNDARY PROPERTY BOUNDARY TP WATER RETICULATION SCHEDULE DESCRIPTION DETAILS BRANCHES WITH ONE FIXTURE 15mm DIAMETER (DN15) COPPER TUBE-MAX 3.0m LENGTH BRANCHES WITH ONE FIXTURE 18mm DIAMETER (DN18) COPPER TUBE-MAX 6.0m LENGTH BRANCHES WITH TWO OR MORE FIXTURES 20mm DIAMETER (DN20) COPPER TUBE C H C H HOSE COCK COLD WATER FIXTURE HOT WATER FIXTURE COLD WATER FIXTURE (TW) HOT WATER FIXTURE (TW) BN BASIN BT BATH TUB CWR COLD WATER RISER CV CONTROL VALVE CSK CLEANERS SINK DCV DUAL CHECK VALVE DBCV DOUBLE CHECK VALVE F FRIDGE DENOTES KINGSPAN 6000L SLIMLINE ABOVE GROUND RAINWATER TANK OR APPROVED EQUIVALENT. NOTE: 1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH ALL PARTS OF AS3500. CONSTRUCTION ISSUE Client: Project: Drawing Title: Drawn PETRIE PROJECTS PTY LTD PROPOSED CHILDCARE CENTRE 101 ALFORD STREET KINGAROY WATER RETICULATION PLAN Designed Certification LAV GK Checked LRP Scale 1:250 Drawing Number (A3) 18766 - H03 LEROY PALMER RPEQ 5208 Amend A