KING STREET - Wollondilly Shire
6
NORTH BENCH MARK NAIL IN KERB 273.65 (A.H.D.) EDGE OF BITUMEN POWER POLE CASTLEREAGH STREET EDGE OF BITUMEN CENTRE OF ROAD CENTRE OF ROAD TOP EDGE METAL FENCE METAL FENCE METAL FENCE POWER POLE KING STREET Proposed Lot 21 Proposed Lot 22 House 1 - 199m2 House 2 - 194m2 Bins Bins Bins Letter box Letter box Letter box Subdivison line Subdivison line & fencing Vistors Parking / Wash Bay stack parking stack parking 35.75m 15.82m 25.670m 11m 26.52m 11.49m 33.040m 17.195m 8.41m 29.38m 8.62m FFL 274.65 FFL 275.10 D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P 8.93m Proposed Lot 23 House 3 - 201m2 Site boundary stack parking Vistors Parking Vistors Parking House 4 - 190m2 House 5 - 179m2 Proposed Lot 24 Proposed Lot 25 D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P D.P FFL 274.20 FFL 274.20 DWG No CERTIFICATION. DESIGNED IN ACCORDANCE WITH RELEVANT AUST CODES D. TURNER.B.E.(MIEA) CPENG IE Aust David Turner MIEAust CPEng Chartered Professional Engineer Membership No. 275717 The Institution of Engineers, Australia AMEND DATE DRAWN DESCRIPTION GENERAL NOTES: - DO NOT SCALE - GRADES INDICATIVE ONLY, LEVELS TO TAKE PRECEDENCE OVER GRADES. - LEVELS MAY VARY WITH FINAL DETAIL DESIGN. - ALL DIMENSIONS ARE IN METRES UNLESS SHOWN OTHERWISE. - THE BUILDER IS TO CHECK ALL DIMENSIONS ON SITE PRIOR TO COMMENCING WORK. - ALL WORK IS TO BE IN ACCORDANCE WITH AUSTRALIAN CODES AND COUNCIL REGULATIONS. Shop 1 & 2 / 16 Mitchell Street, Camden, N.S.W. 2570 PH (02) 4647 4014 [email protected] PROJECT:- CLIENT:- DATE:- DRAWN:- ADDRESS:- CHECKED:- DESIGNED:- SHEET:- Saved 9/11/2018 3:14:52 PM Plotted 9/11/2018 3:15:58 PM File Name: 180692-4 KING STREET TAHMOOR - DRAINAGE CONCEPT REV A 9-11-2018.DWG CONCEPT DRAINAGE DESIGN PRESTIGE BUILDERS 180692B A FOR PROPOSED 4 LOT SUBDIVISION (NSW) PTY. LTD. HOUSE 4 & 5 - DRAINAGE AND RETAINING WALLS DESIGN ADDED 5/11/2018 RW 4 KING STREET, TAHMOOR, N.S.W. 2573 LOT 150, DP8982 RW DLT 03/08/18 AJB D1 DRAIN Horizontal Scale at A3 - 1: 300 DRAINAGE DETAIL PLAN Horizontal Scale at A1 - 1: 150 NOTE: ALL BOUNDARIES AND AREAS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO FINAL SURVEY AND CONFIRMATION BY THE REGISTERED SURVEYOR. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL SERVICES PRIOR TO COMMENCEMENT OF WORKS DRAINAGE PLANS SH 1/6 SURFACE DRAINAGE NOTES :- THE POSSIBILITY OF SURFACE WATER ENTERING LIVING AREAS IN CLASS 1 BUILDINGS MAY BE REDUCED BY THE FOLLOWING MEASURES. THE MINIMUM HEIGHT OF THE SLAB ABOVE THE FINISHED GROUND, LANDSCAPING OR PAVING LEVEL SHALL BE 150mm, EXCEPT IN THE FOLLOWING CASES: a) IN SANDY, WELL- DRAINING AREA THE MINIMUM HEIGHT SHALL BE 100mm. b) WHERE ADJOINING PAVED AREAS SLOPE AWAY FROM THE BUILDING THESE HEIGHTS CAN BE REDUCED TO 50mm. c) THESE HEIGHTS MAY BE FURTHER REDUCED LOCALLY AT ENTRANCES THAT ARE SHIELDED FROM THE WEATHER. - SURVEY LEVEL PROVIDED BY ARCHITECTS PLAN. KEY :- GL - GRATE LEVEL IL - INVERT LEVEL TOK - TOP OF KERB I/O - INSPECTION OUTLET DP - DOWNPIPE DR - DROPPER / RISER PIPE NOTE:- - ALL PITS TO BE LOCKED CLOSED. - LOCATION OF SERVICES TO BE CHECKED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. - ALL CHARGE PIPES TO BE 100ﾘ SEWER GRADE UPVC PIPE. 0 1:150 2.5 5 7.5 10 12.5 METRES NOTE: LOCATION OF DOWNPIPES APPROXIMATE ONLY BASED ON DIGITAL ARCHITECTURAL DATA PROVIDED AND MUST BE CONFIRMED BY THE ARCHITECT PRIOR TO CONSTRUCTION. PIT 5/3 450x450 GL = 274.95 IL = 274.60 PIT 4/3 450x450 GL = 274.65 IL = 274.35 PIT 3/3 600x600 GL = 274.60 IL = 274.29 PIT 2/3 450x450 GL = 274.58 IL = 274.26 OUTLET 1/3 INVERT OF FUTURE KERB & GUTTER GL = TO BE DETERMINED IL = 274.24 FROM SURVEY CONTOURS ONLY PIT 1/2 450x450 GL = 274.95 IL = 274.35 PIT 3/1 SEALED 450x450 GL = 274.5 IL = 274.16 OUTLET 1/1 INVERT OF FUTURE KERB & GUTTER GL = TO BE DETERMINED IL = 274.02 FROM SURVEY CONTOURS ONLY CHARGED INLET PIT 2/1 450x450 TO DETAIL ON D3. PROVIDE 2x 125 x 75 RHS LENGTH = Approx 4.6m AT 0.45%. FLOW = 17L/Sec. FUTURE K&G TO BE DESIGNED FUTURE K&G TO BE DESIGNED FUTURE K&G TO BE DESIGNED PROVIDE 100ﾘ SEWER GRADE UPVC DOWNPIPE CHAGE LINE TO DISCHARGE INTO RAINWATER TANK. PROVIDE 100ﾘ SEWER GRADE UPVC DOWNPIPE CHAGE LINE TO DISCHARGE INTO RAINWATER TANK. PROVIDE 100ﾘ SEWER GRADE UPVC DOWNPIPE CHAGE LINE TO DISCHARGE INTO RAINWATER TANK. PROVIDE 100ﾘ SEWER GRADE UPVC DOWNPIPE CHAGE LINE TO DISCHARGE INTO RAINWATER TANK. PROVIDE 125 x 75 RHS LENGTH = Approx 4.6m AT 0.5% FLOW = 5L/Sec. EXIST SURF RL 274.2 NEW SURF RL 274.58 PROVIDE RETAINING WALL TO DETAIL ON SHEET D2 PROVIDE RETAINING WALL TO DETAIL ON SHEET D2 TAPER RETAINING WALL TO ZERO TAPER RETAINING WALL TO ZERO Tank 1 PROVIDE A 4,000L ABOVE GROUND RAINWATER TANK. 3,000L FOR BASIX & 1,000L FOR OSD. ALL DOWNPIPES FROM RESIDENCE (SHOWN HATCHED) TO DISCHARGE INTO RAINWATER TANK. OVERFLOW FROM TANK TO DISCHARGE PIT 3/1 BASE OF TANK RL = 274.5. Tank 3 PROVIDE A 4,000L ABOVE GROUND RAINWATER TANK. 3,000L FOR BASIX & 1,000L FOR OSD. ALL DOWNPIPES FROM RESIDENCE (SHOWN HATCHED) TO DISCHARGE INTO RAINWATER TANK. OVERFLOW FROM TANK TO DISCHARGE PIT 5/3 BASE OF TANK RL = 274.95. Tank 2 PROVIDE A 4,000L ABOVE GROUND RAINWATER TANK. 3,000L FOR BASIX & 1,000L FOR OSD. ALL DOWNPIPES FROM RESIDENCE (SHOWN HATCHED) TO DISCHARGE INTO RAINWATER TANK. OVERFLOW FROM TANK TO DISCHARGE PIT 1/2 BASE OF TANK RL = 274.95. MAX. HEIGHT OF RETAINING WALL 900mm TOP= 274.65 BASE = 273.75 ﾘ100 UPVC PIPE AT 3.1% LENGTH = 8m FLOW = 5 L/Sec ﾘ100 UPVC PIPE AT 0.5% LENGTH = 11.5m FLOW = 5L/Sec BYPASS = 2L/Sec ﾘ100 UPVC PIPE AT 0.75% LENGTH = 8m FLOW = 5 L/Sec 1.5m WIDE EASEMENT FOR DRAINAGE ﾘ150 UPVC PIPE AT 0.55% LENGTH = 5.5m FLOW = 16L/Sec ﾘ100 CHARGED UPVC PIPE AT 0.03% (Invert Of Pit to Pit Entry) LENGTH = 29.5m FLOW = 5L/Sec NOTE :- THE DESIGN LEVELS AND DRAINAGE SHOWN ON THIS PLAN ARE "CONCEPT ONLY" AND A FULL DESIGN NEEDS TO BE UNDERTAKEN OF THE KERB & GUTTER AND SITE GRADING PRIOR TO ANY WORKS OCCURING. DRAINAGE CALCULATIONS ARE BASED ON THE INFORMATION PRESENTED BY THE ARCHITECTS/BUILDERS AT THE TIME OF ENGAGEMENT AND MAY BE SUPERSEDED WITH CHANGES IN DESIGNS. DUE TO THE COMPLEX NATURE OF THE ROOFLINES THE ARCHITECT / BUILDER IS TO ENSURE SUFFICIENT DOWNPIPES TO DRAIN ROOF WATER. R/W TOP 274.8 R/W TOP 274.8 TAPER RETAINING WALL TO ZERO R/W TOP 274.4 R/W TOP 274.8 R/W TOP 274.8 BASE WALL RL 273.75 R/W TOP 274.8 R/W TOP 274.5 R/W TOP 274.5 TAPER RET WALL FROM REAR OF HOUSE APPROX 3% APPROX 2% PROVIDE RETAINING WALL TO DETAIL ON SHEET D2 NEW SURF RL's MIN. PER PIT DETAIL NOTE :- THE DESIGN LEVELS AND DRAINAGE SHOWN ON THIS PLAN ARE "CONCEPT ONLY" AND A FULL DESIGN NEEDS TO BE UNDERTAKEN OF THE KERB & GUTTER AND SITE GRADING PRIOR TO ANY WORKS OCCURING. DRAINAGE CALCULATIONS ARE BASED ON THE INFORMATION PRESENTED BY THE ARCHITECTS/BUILDERS AT THE TIME OF ENGAGEMENT AND MAY BE SUPERSEDED WITH CHANGES IN DESIGNS. NOTE :- THE PRE-DEVELOPMENT FLOW FROM SITE RUNS TO THE SOUTH-EAST CORNER OF THE SITE. POST DEVELOPMENT ALL IMPERVIOUS AREA TO DISCHARGE TO KING STREET AND THEREFORE REDUCE THE POST DEVELOPMENT FLOW TO THE SOUTH-EAST. refer to note regarding providing sufficent downpipes. TAPER RETAINING WALL TO ZERO TOP 273.75 EXIST SURF RL 273.57 MAX. HEIGHT OF RETAINING WALL 900mm TOP= 273.80 BASE = 272.90 MAX. HEIGHT OF RETAINING WALL 900mm TOP= 274.15 BASE = 273.30 MAX. HEIGHT OF RETAINING WALL 600mm TOP= 273.90 BASE = 273.30 Tank 4 PROVIDE A 4,000L ABOVE GROUND RAINWATER TANK. 3,000L FOR BASIX & 1,000L FOR OSD. ALL DOWNPIPES FROM RESIDENCE (SHOWN HATCHED) TO DISCHARGE INTO RAINWATER TANK. OVERFLOW FROM TANK TO DISCHARGE PIT 4/5 BASE OF TANK RL = 274.10. Tank 5 PROVIDE A 4,000L ABOVE GROUND RAINWATER TANK. 3,000L FOR BASIX & 1,000L FOR OSD. ALL DOWNPIPES FROM RESIDENCE (SHOWN HATCHED) TO DISCHARGE INTO RAINWATER TANK. OVERFLOW FROM TANK TO DISCHARGE PIT 4/6 BASE OF TANK RL = 274.00. CHARGED INLET PIT 2/5 450x450 TO DETAIL ON D4. PIT 3/5 SEALED 450x450 GL = 274.10 IL = 273.75 OUTLET 1/5 INVERT OF FUTURE KERB & GUTTER GL = TO BE DETERMINED IL = 274.0 FROM SURVEY CONTOURS ONLY OUTLET 1/6 INVERT OF FUTURE KERB & GUTTER GL = TO BE DETERMINED IL = 273.45 FROM SURVEY CONTOURS ONLY PIT 3/6 450x450 GL = 274.00 IL = 273.685 ﾘ100 CHARGED UPVC PIPE AT -1.9% (Invert Of Pit to Pit Entry) LENGTH = 20.8m FLOW = 6L/Sec PROVIDE RETAINING WALL TO DETAIL ON SHEET D2 PROVIDE RETAINING WALL TO DETAIL ON SHEET D2 PROVIDE 125 x 75 RHS LENGTH = Approx 4.6m AT 0.5% FLOW = 5L/Sec. PROVIDE 125 x 75 RHS LENGTH = Approx 4.6m AT 1.1% FLOW = 6L/Sec. 4% SURFACE GRADE 4% SURFACE GRADE PIT 2/6 450x450 GL = 273.75 IL = 273.475 ﾘ100 UPVC PIPE AT 2.3% LENGTH = 9.0m FLOW = 5L/Sec APPROX 2% APPROX 2% R/W TOP 273.77 B 9/11/2018 TANKS, PITS AND PIPES RELOCATED HOUSE 3 & 5 RW
Transcript of KING STREET - Wollondilly Shire
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EDGE OF BITUMEN
POWERPOLE
LOT 134
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CENTRE OF ROAD
TOP OF KERB
EDGE OF BITUMEN
METAL FENCE
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POWERPOLE
LOT 1352
DP 1094862
SP 87786
KING STREET
Proposed Lot 21
Proposed Lot 22
House 1 - 199m2
House 2 - 194m2
Bins
Bins
Bins
Letter box
Letter box
Letter box
Subdivison line
Subd
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VistorsParking
/ Wash
Bay
stack parking
stack parking
35.7
5m
15.82m
25.670m11m26.52m
11.49m
33.040m
17.1
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House 5 - 179m2
ProposedLot 24
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FFL274.20
FFL274.20
DWG No
CERTIFICATION.
DESIGNED IN ACCORDANCE WITHRELEVANT AUST CODES
D. TURNER.B.E.(MIEA) CPENG
IE Aust
David TurnerMIEAust CPEng
Chartered Professional EngineerMembership No. 275717
The Institution of Engineers, Australia
AMEND DATE DRAWNDESCRIPTION
GENERAL NOTES:- DO NOT SCALE- GRADES INDICATIVE ONLY, LEVELS TOTAKE PRECEDENCE OVER GRADES.- LEVELS MAY VARY WITH FINALDETAIL DESIGN.- ALL DIMENSIONS ARE IN METRES UNLESSSHOWN OTHERWISE.- THE BUILDER IS TO CHECK ALL DIMENSIONSON SITE PRIOR TO COMMENCING WORK.- ALL WORK IS TO BE IN ACCORDANCE WITHAUSTRALIAN CODES AND COUNCIL REGULATIONS.
Shop 1 & 2 / 16 Mitchell Street, Camden, N.S.W. 2570PH (02) 4647 4014
PROJECT:-
CLIENT:-
DATE:-
DRAWN:-ADDRESS:- CHECKED:-
DESIGNED:-
SHEET:-
Saved 9/11/2018 3:14:52 PMPlotted 9/11/2018 3:15:58 PMFile Name: 180692-4 KING STREET TAHMOOR - DRAINAGE CONCEPT REV A9-11-2018.DWG
CONCEPT DRAINAGE DESIGN
PRESTIGE BUILDERS
180692BA
FOR PROPOSED 4 LOT SUBDIVISION
(NSW) PTY. LTD.HOUSE 4 & 5 - DRAINAGE AND RETAINING WALLS DESIGN ADDED5/11/2018 RW 4 KING STREET,
TAHMOOR, N.S.W. 2573LOT 150, DP8982
RWDLT
03/08/18
AJB
D1 DRAIN
Horizontal Scale at A3 - 1: 300
DRAINAGE DETAIL PLAN
Horizontal Scale at A1 - 1: 150
NOTE: ALL BOUNDARIES AND AREAS SHOWN ARE APPROXIMATEONLY AND ARE SUBJECT TO FINAL SURVEY ANDCONFIRMATION BY THE REGISTERED SURVEYOR.
NOTE: IT IS THE CONTRACTORS RESPONSIBILITYTO LOCATE ALL SERVICES PRIOR TOCOMMENCEMENT OF WORKS DRAINAGE PLANS
SH 1/6
SURFACE DRAINAGE NOTES:-
THE POSSIBILITY OF SURFACE WATERENTERING LIVING AREAS IN CLASS 1BUILDINGS MAY BE REDUCED BY THEFOLLOWING MEASURES.
THE MINIMUM HEIGHT OF THE SLAB ABOVETHE FINISHED GROUND, LANDSCAPING ORPAVING LEVEL SHALL BE 150mm, EXCEPT INTHE FOLLOWING CASES:
a) IN SANDY, WELL- DRAINING AREA THEMINIMUM HEIGHT SHALL BE 100mm.
b) WHERE ADJOINING PAVED AREASSLOPE AWAY FROM THE BUILDINGTHESE HEIGHTS CAN BE REDUCED TO50mm.
c) THESE HEIGHTS MAY BE FURTHERREDUCED LOCALLY AT ENTRANCESTHAT ARE SHIELDED FROM THEWEATHER.
- SURVEY LEVEL PROVIDED BY ARCHITECTS PLAN.
KEY:-GL - GRATE LEVELIL - INVERT LEVELTOK - TOP OF KERBI/O - INSPECTION OUTLETDP - DOWNPIPEDR - DROPPER / RISER PIPE
NOTE:-- ALL PITS TO BE LOCKED
CLOSED.- LOCATION OF SERVICES TO BE
CHECKED BY CONTRACTORPRIOR TO COMMENCEMENT OFWORK.
- ALL CHARGE PIPES TO BE 100ØSEWER GRADE UPVC PIPE.
0
1:150
2.5 5 7.5 10 12.5
METRES
NOTE: LOCATION OF DOWNPIPES APPROXIMATEONLY BASED ON DIGITAL ARCHITECTURALDATA PROVIDED AND MUST BE CONFIRMED BYTHE ARCHITECT PRIOR TO CONSTRUCTION.
PIT 5/3 450x450GL = 274.95IL = 274.60
PIT 4/3 450x450GL = 274.65IL = 274.35
PIT 3/3 600x600GL = 274.60IL = 274.29
PIT 2/3 450x450GL = 274.58IL = 274.26
OUTLET 1/3 INVERT OFFUTURE KERB & GUTTERGL = TO BE DETERMINEDIL = 274.24 FROM SURVEYCONTOURS ONLY
PIT 1/2 450x450GL = 274.95IL = 274.35
PIT 3/1 SEALED450x450GL = 274.5IL = 274.16
OUTLET 1/1 INVERT OFFUTURE KERB & GUTTERGL = TO BE DETERMINEDIL = 274.02 FROM SURVEYCONTOURS ONLY
CHARGED INLETPIT 2/1 450x450 TO
DETAIL ON D3.
PROVIDE 2x 125 x 75 RHSLENGTH = Approx 4.6m AT 0.45%.
FLOW = 17L/Sec. FUTURE K&G TO BE DESIGNEDFUTURE K&G TO BE DESIGNED
FUTU
RE
K&G
TO
BE
DES
IGN
ED
PROVIDE 100ØSEWER GRADE
UPVC DOWNPIPECHAGE LINE TO
DISCHARGE INTORAINWATER TANK.
PROVIDE 100ØSEWER GRADE
UPVC DOWNPIPECHAGE LINE TO
DISCHARGE INTORAINWATER TANK.
PROVIDE 100ØSEWER GRADE
UPVC DOWNPIPECHAGE LINE TO
DISCHARGE INTORAINWATER TANK.
PROVIDE 100ØSEWER GRADE
UPVC DOWNPIPECHAGE LINE TO
DISCHARGE INTORAINWATER TANK.
PROVIDE 125 x 75 RHSLENGTH = Approx 4.6mAT 0.5%FLOW = 5L/Sec.
EXISTSURF RL274.2
NEW
SUR
F RL
274.
58
PROVIDE RETAININGWALL TO DETAIL ONSHEET D2
PROVIDE RETAININGWALL TO DETAIL ON
SHEET D2
TAPER RETAININGWALL TO ZERO
TAPER RETAININGWALL TO ZERO
Tank 1PROVIDE A 4,000L ABOVE GROUND
RAINWATER TANK.3,000L FOR BASIX & 1,000L FOR OSD.ALL DOWNPIPES FROM RESIDENCE
(SHOWN HATCHED) TO DISCHARGE INTORAINWATER TANK.
OVERFLOW FROM TANK TO DISCHARGEPIT 3/1 BASE OF TANK RL = 274.5.
Tank 3PROVIDE A 4,000L ABOVE GROUND
RAINWATER TANK.3,000L FOR BASIX & 1,000L FOR OSD.ALL DOWNPIPES FROM RESIDENCE
(SHOWN HATCHED) TO DISCHARGE INTORAINWATER TANK.
OVERFLOW FROM TANK TO DISCHARGEPIT 5/3 BASE OF TANK RL = 274.95.
Tank 2PROVIDE A 4,000L ABOVE GROUND
RAINWATER TANK.3,000L FOR BASIX & 1,000L FOR OSD.ALL DOWNPIPES FROM RESIDENCE
(SHOWN HATCHED) TO DISCHARGE INTORAINWATER TANK.
OVERFLOW FROM TANK TO DISCHARGEPIT 1/2 BASE OF TANK RL = 274.95.
MAX. HEIGHT OFRETAINING WALL
900mmTOP= 274.65
BASE = 273.75
Ø100 UPVC PIPEAT 3.1%
LENGTH = 8mFLOW = 5 L/Sec
Ø100 UPVC PIPEAT 0.5%LENGTH = 11.5mFLOW = 5L/SecBYPASS = 2L/Sec
Ø100 UPVC PIPE AT
0.75%LENGTH = 8m
FLOW = 5L/Sec
1.5m WIDEEASEMENTFOR DRAINAGE
Ø150 UPVC PIPEAT 0.55%
LENGTH = 5.5mFLOW = 16L/Sec
Ø100 CHARGED UPVC PIPEAT 0.03% (Invert Of Pit to Pit
Entry) LENGTH = 29.5mFLOW = 5L/Sec
NOTE:-
THE DESIGN LEVELS AND DRAINAGE SHOWNON THIS PLAN ARE "CONCEPT ONLY" AND AFULL DESIGN NEEDS TO BE UNDERTAKEN OFTHE KERB & GUTTER AND SITE GRADINGPRIOR TO ANY WORKS OCCURING.
DRAINAGE CALCULATIONS ARE BASED ONTHE INFORMATION PRESENTED BY THEARCHITECTS/BUILDERS AT THE TIME OFENGAGEMENT AND MAY BE SUPERSEDEDWITH CHANGES IN DESIGNS.
DUE TO THE COMPLEX NATURE OF THEROOFLINES THE ARCHITECT / BUILDER IS TOENSURE SUFFICIENT DOWNPIPES TO DRAINROOF WATER.
R/W TOP274.8
R/W TOP274.8
TAPER RETAININGWALL TO ZERO
R/W TOP
274.4
R/W TOP274.8
R/W TOP274.8
BASE
WALL R
L273.75
R/W TOP274.8
R/WTOP274.5
R/W TOP274.5
TAPER RETWALL FROM
REAR OFHOUSE
APPROX3%
APPROX2%
PROVIDE RETAININGWALL TO DETAIL ONSHEET D2
NEW SURF
RL's MIN. P
ER
PIT DETAIL
NOTE:-
THE DESIGN LEVELS AND DRAINAGE SHOWNON THIS PLAN ARE "CONCEPT ONLY" AND AFULL DESIGN NEEDS TO BE UNDERTAKEN OFTHE KERB & GUTTER AND SITE GRADINGPRIOR TO ANY WORKS OCCURING.
DRAINAGE CALCULATIONS ARE BASED ONTHE INFORMATION PRESENTED BY THEARCHITECTS/BUILDERS AT THE TIME OFENGAGEMENT AND MAY BE SUPERSEDEDWITH CHANGES IN DESIGNS.
NOTE:-
THE PRE-DEVELOPMENT FLOW FROM SITERUNS TO THE SOUTH-EAST CORNER OF THESITE.
POST DEVELOPMENT ALL IMPERVIOUS AREATO DISCHARGE TO KING STREET ANDTHEREFORE REDUCE THE POSTDEVELOPMENT FLOW TO THE SOUTH-EAST.
refer to noteregardingprovidingsufficentdownpipes.
TAPER RETAININGWALL TO ZEROTOP 273.75EXIST SURF RL 273.57
MAX. HEIGHT OFRETAINING WALL900mmTOP= 273.80BASE = 272.90
MAX. HEIGHT OFRETAINING WALL
900mmTOP= 274.15
BASE = 273.30
MAX. HEIGHT OFRETAINING WALL600mmTOP= 273.90BASE = 273.30
Tank 4PROVIDE A 4,000L ABOVE GROUNDRAINWATER TANK.3,000L FOR BASIX & 1,000L FOR OSD.ALL DOWNPIPES FROM RESIDENCE(SHOWN HATCHED) TO DISCHARGE INTORAINWATER TANK.OVERFLOW FROM TANK TO DISCHARGEPIT 4/5 BASE OF TANK RL = 274.10.
Tank 5PROVIDE A 4,000L ABOVE GROUNDRAINWATER TANK.3,000L FOR BASIX & 1,000L FOR OSD.ALL DOWNPIPES FROM RESIDENCE(SHOWN HATCHED) TO DISCHARGE INTORAINWATER TANK.OVERFLOW FROM TANK TO DISCHARGEPIT 4/6 BASE OF TANK RL = 274.00.
CHARGED INLETPIT 2/5 450x450 TODETAIL ON D4.
PIT 3/5 SEALED450x450GL = 274.10 IL = 273.75
OUTLET 1/5 INVERT OFFUTURE KERB & GUTTERGL = TO BE DETERMINEDIL = 274.0 FROM SURVEYCONTOURS ONLY
OUTLET 1/6 INVERT OFFUTURE KERB & GUTTERGL = TO BE DETERMINEDIL = 273.45 FROM SURVEYCONTOURS ONLY
PIT 3/6 450x450GL = 274.00IL = 273.685
Ø100 CHARGED UPVC PIPEAT -1.9% (Invert Of Pit to Pit Entry)LENGTH = 20.8mFLOW = 6L/Sec
PROVIDE RETAININGWALL TO DETAIL ONSHEET D2
PROVIDE RETAININGWALL TO DETAIL ONSHEET D2
PROVIDE 125 x 75 RHSLENGTH = Approx 4.6m
AT 0.5%FLOW = 5L/Sec.
PROVIDE 125 x 75 RHSLENGTH = Approx 4.6mAT 1.1%FLOW = 6L/Sec.
4% S
UR
FAC
EG
RAD
E
4% S
UR
FAC
EG
RAD
E
PIT 2/6 450x450GL = 273.75 IL = 273.475
Ø100 UPVC PIPEAT 2.3%LENGTH = 9.0mFLOW = 5L/Sec
APPROX2%
APPR
OX 2%
R/W TOP273.77
B 9/11/2018 TANKS, PITS AND PIPES RELOCATED HOUSE 3 & 5 RW
DRAINAGE DETAILSSHEET 2/6
MINIMUM 400 DIAMETERUNREINFORCED CONCRETE PIER
MINIMUM DEPTH (D) TO TABLEMINIMUM EMBEDMENT (E) TO TABLE
MAXIMUM PIER SPACING 1500 CTS
BOUN
DARY
HEIGHT(H)
PIER DEPTH(D)
EMBEDMENT(E)
400 500 500
600 700 600
800 800 700
LENGTH(H + E)
900
1200
1500
100 UC PIER RETAINING WALL @ 1500 cts (NO FENCE)
ALL LENGTHS (H + E) ARE STANDARD SUPPLIED LENGTHS
1000 1000 800 2400
RETAINING WALL DETAILMAXIMUM HEIGHT 1,000
SCALE 1:20
4
FINISHEDGROUND
CONCRETE SLEEPERSMAX 1500 LONG (BY OTHERS)
SLOPE RETAININGWALL BACK MIN 1:20
GALVANISED 100 UC 15 AT MAXIMUM1500 CTS CAST INTO PIER
CLAY PLUGOVER
BACKFILLMAXIMUMSLOPE 1:4
PROVIDE PERMEABLE GEOTECHFABRIC TO BACK OF SLEEPERS
GRAVEL BACKFILLMIN. WIDTH 300mm
1
1
20
100
UC
15
300
400
EMBE
DM
ENT
(E)
DEP
TH (D
)H
EIG
HT
(H)
PROVIDE OVERFLOWPIPE 100Ø MIN.
PROVIDE 75mmØ PE PIPEBLEED OFF PIPE CONNECTED
TO TANK & OVERFLOW PIPE
FORM PIT INTO CONCRETETANK STAND
CHILDPROOF AND CORROSIONRESISTANT FASTENING SYSTEM
(E.G. SPRING LOADED J-BOLTS OR SIMILAR)
SCREW CAP ON INLET PIPE FORCLEANING/ MAINTENANCE PURPOSEOF CHARGE LINE. PROVIDE 10mmDIAMETER LOW FLOW DRIBBLEOUTLET.
CONCRETE TANK STANDTO MANUFACTURESSPECIFICATIONS.
100Ø OUTLET PIPE
GL
1 IN 5YR WATER LEVEL
1 IN 100YR WATER LEVEL
3,000 LITRE STORAGEFOR REUSE AS PER
BASIX & WATER QUALITYTOTAL 4,000L
ABOVE GROUNDWATER TANK 4,000L
TANK TO BE ON GROUND TO MANUFACTURES SPECIFICATIONSIGN NOTING: "TANK WATER ONLY. DO NOT USES FOR HUMAN
CONSUMPTION" TO BE PLACED ON WATER SUPPLY TAPS.
200
TANKS 2 , 3 & 5 (TYPICAL 4,000L TANK STORAGECONFIGURATION)
SCALE AT A1 - 1:20AT A3 - 1:40
INLET FROM CHARGED LINE
GL
CHARGED 100Ø SEALED UPVCSTORMWATER PIPEIN FLOW FROM DOWNPIPE.
OUTLET FORGARDEN USE.
INSPECTION OUTLETFOR CLEAN OUT.
ALL ROOF WATER TOBE DIRECTED INTO TANKS
ALL CHARGED LINES TO BE 100Ø UPVCSEWER GRADE PIPES.
100Ø CLEANOUT PIPE CONNECTEDFROM LOW POINT OF DOWNPIPESTO DISHCHARGE INTO PIT
1.908
1.76
2
1.57
PROVIDE OVERFLOWPIPE 100Ø MIN.
PROVIDE 75mmØ PE PIPEBLEED OFF PIPE CONNECTED
TO TANK & OVERFLOW PIPE
FORM PIT INTOCONCRETE TANK STANDLID TO BE WATERPROOF
SEALED
CHILDPROOF AND CORROSIONRESISTANT FASTENING SYSTEM
(E.G. SPRING LOADED J-BOLTS OR SIMILAR)
SCREW CAP ON INLET PIPE FORCLEANING/ MAINTENANCE PURPOSEOF CHARGE LINE. PROVIDE 10mmDIAMETER LOW FLOW DRIBBLEOUTLET.
CONCRETE TANK STANDTO MANUFACTURESSPECIFICATIONS.
100Ø OUTLET CHARGED PIPE
GL
1 IN 5YR WATER LEVEL
1 IN 100YR WATER LEVEL
ABOVE GROUNDWATER TANK 4,000L
TANK TO BE ON GROUND TO MANUFACTURES SPECIFICATIONSIGN NOTING: "TANK WATER ONLY. DO NOT USES FOR HUMAN
CONSUMPTION" TO BE PLACED ON WATER SUPPLY TAPS.
200
TANKS 1 & 4 (TYPICAL 4,000L TANKSTORAGE CONFIGURATION)
SCALE AT A1 - 1:20AT A3 - 1:40
INLET FROM CHARGED LINE
GL
CHARGED 100Ø SEALED UPVCSTORMWATER PIPEIN FLOW FROM DOWNPIPE.
OUTLET FORGARDEN USE.
INSPECTION OUTLETFOR CLEAN OUT.
ALL ROOF WATER TOBE DIRECTED INTO TANKS
ALL CHARGED LINES TO BE 100Ø UPVCSEWER GRADE PIPES.
100Ø CLEANOUT PIPE CONNECTEDFROM LOW POINT OF DOWNPIPESTO DISHCHARGE INTO PIT
1,000 LITRE STORAGEFOR ONSITE DETENTION
1.871
1.74
3
1.57
OVERFLOW PIPE TO BEEXTENDED INTO SEALED
PIPE AND A SEAL MADEGOOD AROUND PIPE.
1,000 LITRE STORAGEFOR ONSITE DETENTION
3,000 LITRE STORAGEFOR REUSE AS PER
BASIX & WATER QUALITYTOTAL 4,000L
DWG No
CERTIFICATION.
DESIGNED IN ACCORDANCE WITHRELEVANT AUST CODES
D. TURNER.B.E.(MIEA) CPENG
IE Aust
David TurnerMIEAust CPEng
Chartered Professional EngineerMembership No. 275717
The Institution of Engineers, Australia
AMEND DATE DRAWNDESCRIPTION
GENERAL NOTES:- DO NOT SCALE- GRADES INDICATIVE ONLY, LEVELS TOTAKE PRECEDENCE OVER GRADES.- LEVELS MAY VARY WITH FINALDETAIL DESIGN.- ALL DIMENSIONS ARE IN METRES UNLESSSHOWN OTHERWISE.- THE BUILDER IS TO CHECK ALL DIMENSIONSON SITE PRIOR TO COMMENCING WORK.- ALL WORK IS TO BE IN ACCORDANCE WITHAUSTRALIAN CODES AND COUNCIL REGULATIONS.
Shop 1 & 2 / 16 Mitchell Street, Camden, N.S.W. 2570PH (02) 4647 4014
PROJECT:-
CLIENT:-
DATE:-
DRAWN:-ADDRESS:- CHECKED:-
DESIGNED:-
SHEET:-
Saved 9/11/2018 3:14:52 PMPlotted 9/11/2018 3:15:58 PMFile Name: 180692-4 KING STREET TAHMOOR - DRAINAGE CONCEPT REV A9-11-2018.DWG
CONCEPT DRAINAGE DESIGN
PRESTIGE BUILDERS
180692BA
FOR PROPOSED 4 LOT SUBDIVISION
(NSW) PTY. LTD.HOUSE 4 & 5 - DRAINAGE AND RETAINING WALLS DESIGN ADDED5/11/2018 RW 4 KING STREET,
TAHMOOR, N.S.W. 2573LOT 150, DP8982
RWDLT
03/08/18
AJB
D2 DRAIN
B 9/11/2018 TANKS, PITS AND PIPES RELOCATED HOUSE 3 & 5 RW
DRAINAGE DETAILSSHEET 3/6
DWG No
CERTIFICATION.
DESIGNED IN ACCORDANCE WITHRELEVANT AUST CODES
D. TURNER.B.E.(MIEA) CPENG
IE Aust
David TurnerMIEAust CPEng
Chartered Professional EngineerMembership No. 275717
The Institution of Engineers, Australia
AMEND DATE DRAWNDESCRIPTION
GENERAL NOTES:- DO NOT SCALE- GRADES INDICATIVE ONLY, LEVELS TOTAKE PRECEDENCE OVER GRADES.- LEVELS MAY VARY WITH FINALDETAIL DESIGN.- ALL DIMENSIONS ARE IN METRES UNLESSSHOWN OTHERWISE.- THE BUILDER IS TO CHECK ALL DIMENSIONSON SITE PRIOR TO COMMENCING WORK.- ALL WORK IS TO BE IN ACCORDANCE WITHAUSTRALIAN CODES AND COUNCIL REGULATIONS.
Shop 1 & 2 / 16 Mitchell Street, Camden, N.S.W. 2570PH (02) 4647 4014
PROJECT:-
CLIENT:-
DATE:-
DRAWN:-ADDRESS:- CHECKED:-
DESIGNED:-
SHEET:-
Saved 9/11/2018 3:14:52 PMPlotted 9/11/2018 3:15:58 PMFile Name: 180692-4 KING STREET TAHMOOR - DRAINAGE CONCEPT REV A9-11-2018.DWG
CONCEPT DRAINAGE DESIGN
PRESTIGE BUILDERS
180692BA
FOR PROPOSED 4 LOT SUBDIVISION
(NSW) PTY. LTD.HOUSE 4 & 5 - DRAINAGE AND RETAINING WALLS DESIGN ADDED5/11/2018 RW 4 KING STREET,
TAHMOOR, N.S.W. 2573LOT 150, DP8982
RWDLT
03/08/18
AJB
D3 DRAIN
450
INLET FROM CHARGEDLINE
CHILDPROOF AND CORROSION RESISTANTFASTENING SYSTEM (E.G. SPRING LOADED
J-BOLTS OR SIMILAR)GL=274.345
105
PIT IL=274.045
INLETIL = 274.150
MIN
BOU
ND
ARY
PROVIDE 200 THICKAGGREGATE
UNDER PIT
RL=274.345
CHARGED INLET PIT 2/1SECTION DETAILSCALE - AT A1 - 1:10
AT A3 - 1:20
OULETIL = 274.045
100
OUTLET RHS TO FUTURE K&G
4x Ø90mm WEEP HOLES INBASE OF PIT.PROVIDE GEOTEXTILEFABRIC BIDIM A14 OREQUIVILENT OVER HOLES
200
RL=274.345
200
100
B 9/11/2018 TANKS, PITS AND PIPES RELOCATED HOUSE 3 & 5 RW
027
6.60
027
6.11
927
6.07
027
6.07
0
1.00
274.
334
274.
331
274.
160
2.00
274.
527
4.32
8
274.
222
274.
160
31.5
027
4.09
3
274.
068
274.
045
36.1
0
Horizontal Scale at A3 - 1: 200Vertical Scale at A3- 1: 40
LONG SECTION DRAINAGE LINE 1
Horizontal Scale at A1 - 1: 100Vertical Scale at A1- 1: 20
OU
TLET
1/1
CH
ARG
EDIN
LET
PIT
2/1
REFER TO PITDETAIL ON C2
INVERT LEVELOF PIPE
HGL ELEVATION
CHAINAGE
SURFACE LEVEL
Datum El. 273
PIPE GRADE (%)
PIPE CLASSPIPE SIZE (mm)PIPE FLOW 5L/s
UPVC CHARGED LINE
5L/s
125x75 RHS
0.54%
100mm
CHARGED PIPE GRADE 0.03% FALL TO PIT 2/1 ENTRY
SEAL
ED P
IT 3
/1
TAN
K 1
274.
02YE
T TO
BE
DES
IGN
EDFR
OM
CO
NTO
UR
SO
NLY
SUR
FAC
ELE
VELS
PER
PIT
DET
AIL
LEVE
LSPE
RD
ETAI
L
1.73
6mFR
EEBO
ARD
DRAINAGE DETAILSSHEET 4/6
027
6.20
027
5.72
427
5.67
527
5.67
0
274.
413
274.
408
2.00
274.
127
4.40
6
274.
225
273.
750
22.8
027
4.12
1
274.
062
6L/s
1.09%
274.
050
274.
000
27.4
0
INVERT LEVELOF PIPE
HGL ELEVATION
CHAINAGE
SURFACE LEVEL
Datum El. 273
PIPE GRADE (%)
PIPE CLASSPIPE SIZE (mm)PIPE FLOW
TAN
K 4
SEAL
ED P
IT 3
/5
YET
TO B
ED
ESIG
NED
FRO
MC
ON
TOU
RS
ON
LY
SUR
FAC
ELE
VELS
PER
PIT
DET
AIL
LEVE
LSPE
RD
ETAI
L
REFER TO PITDETAIL ON D4
OU
TLET
1/1
CH
ARG
EDIN
LET
PIT
2/5
CHARGED PIPE GRADE -1.9% RISE TO PIT 2/5 ENTRY
125x75 RHS6L/s
UPVC CHARGED LINE100mm
1.31
mFR
EEBO
ARD
Horizontal Scale at A3 - 1: 200Vertical Scale at A3- 1: 40
LONG SECTION DRAINAGE LINE 5
Horizontal Scale at A1 - 1: 100Vertical Scale at A1- 1: 20
DWG No
CERTIFICATION.
DESIGNED IN ACCORDANCE WITHRELEVANT AUST CODES
D. TURNER.B.E.(MIEA) CPENG
IE Aust
David TurnerMIEAust CPEng
Chartered Professional EngineerMembership No. 275717
The Institution of Engineers, Australia
AMEND DATE DRAWNDESCRIPTION
GENERAL NOTES:- DO NOT SCALE- GRADES INDICATIVE ONLY, LEVELS TOTAKE PRECEDENCE OVER GRADES.- LEVELS MAY VARY WITH FINALDETAIL DESIGN.- ALL DIMENSIONS ARE IN METRES UNLESSSHOWN OTHERWISE.- THE BUILDER IS TO CHECK ALL DIMENSIONSON SITE PRIOR TO COMMENCING WORK.- ALL WORK IS TO BE IN ACCORDANCE WITHAUSTRALIAN CODES AND COUNCIL REGULATIONS.
Shop 1 & 2 / 16 Mitchell Street, Camden, N.S.W. 2570PH (02) 4647 4014
PROJECT:-
CLIENT:-
DATE:-
DRAWN:-ADDRESS:- CHECKED:-
DESIGNED:-
SHEET:-
Saved 9/11/2018 3:14:52 PMPlotted 9/11/2018 3:15:58 PMFile Name: 180692-4 KING STREET TAHMOOR - DRAINAGE CONCEPT REV A9-11-2018.DWG
CONCEPT DRAINAGE DESIGN
PRESTIGE BUILDERS
180692BA
FOR PROPOSED 4 LOT SUBDIVISION
(NSW) PTY. LTD.HOUSE 4 & 5 - DRAINAGE AND RETAINING WALLS DESIGN ADDED5/11/2018 RW 4 KING STREET,
TAHMOOR, N.S.W. 2573LOT 150, DP8982
RWDLT
03/08/18
AJB
D4 DRAIN
450
INLET FROM CHARGEDLINE
CHILDPROOF AND CORROSION RESISTANTFASTENING SYSTEM (E.G. SPRING LOADED
J-BOLTS OR SIMILAR)GL=274.35
100
PIT IL=274.05
INLETIL = 274.150
MIN
BOU
ND
ARY
PROVIDE 200 THICKAGGREGATE
UNDER PIT
RL=274.35
CHARGED INLET PIT 2/5SECTION DETAILSCALE - AT A1 - 1:10
AT A3 - 1:20
OULETIL = 274.05
100
OUTLET RHS TO FUTURE K&G
4x Ø90mm WEEP HOLES INBASE OF PIT.PROVIDE GEOTEXTILEFABRIC BIDIM A14 OREQUIVILENT OVER HOLES
200
RL=274.35
200
100
B 9/11/2018 TANKS, PITS AND PIPES RELOCATED HOUSE 3 & 5 RW
DRAINAGE CALCULATIONSSHEET 5/6
DWG No
CERTIFICATION.
DESIGNED IN ACCORDANCE WITHRELEVANT AUST CODES
D. TURNER.B.E.(MIEA) CPENG
IE Aust
David TurnerMIEAust CPEng
Chartered Professional EngineerMembership No. 275717
The Institution of Engineers, Australia
AMEND DATE DRAWNDESCRIPTION
GENERAL NOTES:- DO NOT SCALE- GRADES INDICATIVE ONLY, LEVELS TOTAKE PRECEDENCE OVER GRADES.- LEVELS MAY VARY WITH FINALDETAIL DESIGN.- ALL DIMENSIONS ARE IN METRES UNLESSSHOWN OTHERWISE.- THE BUILDER IS TO CHECK ALL DIMENSIONSON SITE PRIOR TO COMMENCING WORK.- ALL WORK IS TO BE IN ACCORDANCE WITHAUSTRALIAN CODES AND COUNCIL REGULATIONS.
Shop 1 & 2 / 16 Mitchell Street, Camden, N.S.W. 2570PH (02) 4647 4014
PROJECT:-
CLIENT:-
DATE:-
DRAWN:-ADDRESS:- CHECKED:-
DESIGNED:-
SHEET:-
Saved 9/11/2018 3:14:52 PMPlotted 9/11/2018 3:15:58 PMFile Name: 180692-4 KING STREET TAHMOOR - DRAINAGE CONCEPT REV A9-11-2018.DWG
CONCEPT DRAINAGE DESIGN
PRESTIGE BUILDERS
180692BA
FOR PROPOSED 4 LOT SUBDIVISION
(NSW) PTY. LTD.HOUSE 4 & 5 - DRAINAGE AND RETAINING WALLS DESIGN ADDED5/11/2018 RW 4 KING STREET,
TAHMOOR, N.S.W. 2573LOT 150, DP8982
RWDLT
03/08/18
AJB
D5 DRAIN
B 9/11/2018 TANKS, PITS AND PIPES RELOCATED HOUSE 3 & 5 RW
DRAINAGE CALCULATIONSSHEET 6/6
DWG No
CERTIFICATION.
DESIGNED IN ACCORDANCE WITHRELEVANT AUST CODES
D. TURNER.B.E.(MIEA) CPENG
IE Aust
David TurnerMIEAust CPEng
Chartered Professional EngineerMembership No. 275717
The Institution of Engineers, Australia
AMEND DATE DRAWNDESCRIPTION
GENERAL NOTES:- DO NOT SCALE- GRADES INDICATIVE ONLY, LEVELS TOTAKE PRECEDENCE OVER GRADES.- LEVELS MAY VARY WITH FINALDETAIL DESIGN.- ALL DIMENSIONS ARE IN METRES UNLESSSHOWN OTHERWISE.- THE BUILDER IS TO CHECK ALL DIMENSIONSON SITE PRIOR TO COMMENCING WORK.- ALL WORK IS TO BE IN ACCORDANCE WITHAUSTRALIAN CODES AND COUNCIL REGULATIONS.
Shop 1 & 2 / 16 Mitchell Street, Camden, N.S.W. 2570PH (02) 4647 4014
PROJECT:-
CLIENT:-
DATE:-
DRAWN:-ADDRESS:- CHECKED:-
DESIGNED:-
SHEET:-
Saved 9/11/2018 3:14:52 PMPlotted 9/11/2018 3:15:58 PMFile Name: 180692-4 KING STREET TAHMOOR - DRAINAGE CONCEPT REV A9-11-2018.DWG
CONCEPT DRAINAGE DESIGN
PRESTIGE BUILDERS
180692BA
FOR PROPOSED 4 LOT SUBDIVISION
(NSW) PTY. LTD.HOUSE 4 & 5 - DRAINAGE AND RETAINING WALLS DESIGN ADDED5/11/2018 RW 4 KING STREET,
TAHMOOR, N.S.W. 2573LOT 150, DP8982
RWDLT
03/08/18
AJB
D6 DRAIN
B 9/11/2018 TANKS, PITS AND PIPES RELOCATED HOUSE 3 & 5 RW
