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BENCH MARKNAIL IN KERB273.65 (A.H.D.)
EDGE OF BITUMEN
POWERPOLE
LOT 134
DP 8982
CAS
TLER
EAG
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EDG
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BI
TUM
EN
CEN
TRE
O
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RO
AD
CENTRE OF ROAD
TOP OF KERB
EDGE OF BITUMEN
METAL FENCE
MET
AL
FEN
CE
MET
AL
FEN
CE
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
ivis
on li
ne &
fenc
ing
VistorsParking
/ Wash
Bay
stack parking
stack parking
35.7
5m
15.82m
25.670m11m26.52m
11.49m
33.040m
17.1
95m8.41
m
29.3
8m
6
0
.
3
5
0
2
9
5
°
4
4
'
3
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3
'
1
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"
1
7
.
0
3
3
63.190
98°31'00"
8.62
mFFL
274.65
FFL275.10
D.P
D.P
D.P
D.P
D.P
D.P
D.P
D.P
D.P
D.P
D.PD.P
D.P
D.PD.P
D.P
D.P
D.P
D.P
D.P
D.P
8.93
m
ProposedLot 23House 3 - 201m2
Site boundary
stac
k pa
rkin
gVistorsParking Vistors
Parking
House 4 - 190m2
House 5 - 179m2
ProposedLot 24
ProposedLot 25
D.P
D.P
D.P
D.P
D.P
D.P
D.P
D.P
D.P
D.PD.PD.P
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