ABBREVIATIONS: or DIADIAMETER CBR CALIFORNIA BEARING RATIO CALIFORNIA BEARING RATIO CH CHAINAGE CHAINAGE CL CENTER LINE CENTER LINE CO CLEAR OUT CLEAR OUT DD DISH DRAIN DISH DRAIN DDO DISH DRAIN OUTLET DISH DRAIN OUTLET DEJ DOWELLED EXPANSION JOINT DOWELLED EXPANSION JOINT DGB DENSE GRADED BASECOURSE DENSE GRADED BASECOURSE DGS DENSE GRADED SUB-BASE DENSE GRADED SUB-BASE DP DOWNPIPE DOWNPIPE e EXISTING EXISTING FFL FINISHED FLOOR LEVEL FINISHED FLOOR LEVEL GTD GRATED TRENCH DRAIN GRATED TRENCH DRAIN GSIP GRATED SURFACE INLET PIT GRATED SURFACE INLET PIT HYD HYDRANT HYDRANT IJ ISOLATING JOINT ISOLATING JOINT IK INTEGRAL KERB INTEGRAL KERB IL INVERT LEVEL INVERT LEVEL IP INTERSECTION POINT INTERSECTION POINT KIP KERB INLET PIT KERB INLET PIT KO KERB ONLY KERB ONLY K&G KERB & GUTTER KERB & GUTTER KR KERB RETURN KERB RETURN LS LONGITUDINAL SECTION LONGITUDINAL SECTION NGL NATURAL GROUND LEVEL NATURAL GROUND LEVEL OFP OVERLAND FLOW PATH OVERLAND FLOW PATH OSD ON-SITE DETENTION ON-SITE DETENTION R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RK ROLL KERB & GUTTER ROLL KERB & GUTTER RL REDUCED LEVEL REDUCED LEVEL RW RETAINING WALL RETAINING WALL RWT RAINWATER TANK RAINWATER TANK SJ SAWN CONTROL JOINT SAWN CONTROL JOINT SMH SEWER MAN HOLE SEWER MAN HOLE SW STORMWATER STORMWATER SWP STORMWATER PIT STORMWATER PIT SWRM STORMWATER RISING MAIN STORMWATER RISING MAIN SWS STORMWATER SUMP STORMWATER SUMP SV STOP VALVE STOP VALVE TOK TOP OF KERB TOP OF KERB TOW TOP OF WALL TOP OF WALL TWL TOP WATER LEVEL TOP WATER LEVEL TP TANGENT POINT TANGENT POINT UPVC UNPLASTICISED POLYVINYL UNPLASTICISED POLYVINYL CHLORIDE UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE WPJ WEAKENED PLANE JOINT WEAKENED PLANE JOINT FF FIRST FLUSH DEVICE FIRST FLUSH DEVICE TYP TYPICAL TYPICAL BM BENCH MARK
AutoCAD SHX Text
DRAINAGE NOTES: ALL PIPES TO BE LAID ON 75mm SAND BED WITH THE BARRELS FULLY SUPPORTED 100mm AND 150mm DIAMETER PIPES TO BE LAID ON MINIMUM 1% GRADE MINIMUM DEPTH OF COVER FOR PIPES NOT SUBJECT TO VEHICULAR LOADING TO BE 300mm ALL DRAINAGE PIPES LAID UNDER PAVEMENT SHALL BE REINFORCED CONCRETE WITH RUBBER RING JOINTS BACKFILL TRENCHES WITH COMPACTED SAND OR APPROVED AGGREGATE MATERIAL ALL PITS TO HAVE 600x600mm INTERNAL DIMENSIONS (U.N.O.) SILT ARRESTORS TO HAVE 900x900mm INTERNAL DIMENSIONS HEAVY DUTY GRATES AND COVERS ARE TO BE PROVIDED IN TRAFFICABLE AREAS PIT GRATE TO BE TYPE WELDLOK OR APPROVED EQUIVALENT ALL PITS SHALL BE PROVIDED WITH A LOCKING CLIP ALL PITS SHALL BE MAINTAINED REGULARLY TOP OF BENCHING SHALL BE TO THE HALF OF THE OUTLET PIPE DIAMETER MAXIMUM FRONT ENTRY PIPE:- STRAIGHT ENTRY - 750SKEW ENTRY 45° - 525 100 SUBSOIL DRAINAGE PIPE 3000mm LONG WRAPPED IN FABRICSOCK TO BE PROVIDED ADJACENT TO INLET PIPES COMPRESSIVE STRENGTH f' FOR CAST IN SITU CONCRETE TO BE A c FOR CAST IN SITU CONCRETE TO BE A MINIMUM OF 20MPa AT 28 DAYS PROVIDE CLEANING EYES TO ALL DOWNPIPES NOT DIRECTLY CONNECTED TO PITS ISOLATED JOINTS TO BE PROVIDED TO ISOLATE CONCRETE PAVEMENTS FROM PITS ALL TRENCH GRATES PROVIDED SHALL HAVE A MINIMUM CLEAR WIDTH OF 200mm STORMWATER DRAINAGE CONNECTIONS TO THE MAIN SYSTEM SHALL BE TO THE REQUIREMENTS AND THE SATISFACTION OF LOCAL COUNCIL
AutoCAD SHX Text
STORMWATER PIPE BEDDING/PAVING NOTES: WHERE TRENCH BASE IS ROCK A MINIMUM OF 75mm BEDDING TO BE PROVIDED UNDER PIPE COLLARS. STORMWATER PIPE BEDDING DETAIL TO BE IN ACCORDANCE WITH LOCAL COUNCIL REQUIREMENTS. BEDDING DETAILS TO BE CONFIRMED UPON EXCAVATION & PRIOR TO INSTALLATION OF PIPEWORK.
AutoCAD SHX Text
FOOTPATH REINSTATEMENT NOTES: REMOVE ALL SAND FILL WITHIN THE FOOTPATH AREA TO THE EXISTING SUBGRADE. SUPPORT ALL AUTHORITY SERVICES TO STRUCTURAL ENGINEERS DETAILS DURING EXCAVATION. REINSTATE FOOTPATH SUBGRADE. THE CONTRACTOR SHALL PROVIDE CERTIFICATION OF COMPACTION FROM A NATA REGISTERED TESTING AUTHORITY. MINIMUM THREE TESTS PER LAYER AS FOLLOWS: SELECT FILL 95% MODIFIED 95% MODIFIED SELECT FILL (LESS THAN 300mm 98% MODIFIED 98% MODIFIED BELOW BASE COURSE) BASE COURSE 100% MODIFIED100% MODIFIED
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL NOTES: PROVIDE SILT FENCE/HAY BAIL BARRIERS TO THE LOW SIDE OF ALL EXPOSED EARTH EXCAVATIONS (TYPICAL). ISOLATE EXISTING STORMWATER PITS WITH HAY BALES TO FILTER ALL INCOMING FLOWS. DO NOT STOCK PILE EXCAVATED MATERIAL ON THE ROAD WAY.
AutoCAD SHX Text
IT IS THE BUILDERS RESPONSIBILITY TO MAKE SURE ALL SURVEY MARKS TO BE PRESERVED AT ALL COST.
AutoCAD SHX Text
SURVEY THE EXISTING SITE CONDITIONS SHOWN ON THE FOLLOWING DRAWINGS HAVE BEEN INVESTIGATED BY A REGISTERED SURVEYOR. THE INFORMATION IS SHOWN TO PROVIDE A BASIS FOR DESIGN. CAPITAL ENGINEERING CONSULTANTS DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SURVEY BASE OR ITS SUITABILITY AS A BASIS FOR CONSTRUCTION DRAW. SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION BETWEEN THE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT CAPITAL ENGINEERING CONSULTANTS. ADOPT DATUM B.M. DRILL HOLE IN KERB R.L. 58.73
AutoCAD SHX Text
DIAL BEFORE YOU DIG SHOULD BE CONTACTED PRIOR TO ANY EXCAVATION ON SITE
AutoCAD SHX Text
TM: TRADE MARK OF THE ASSOCIATION OF DIAL BEFORE YOU DIG SERVICES LTD. USED UNDER LICENSE.
AutoCAD SHX Text
SERVICES SHOWN ON PLAN ARE INDICATIVE, EXACT DEPTH AND LOCATION TO BE CONFIRMED ONSITE. CONTRACTOR TO CARRY OUT DIAL BEFORE YOU DIG APPLICATION AND ENGAGE A REGISTERED SURVEYOR TO PEG OUT ALL EXISTING SERVICES PRIOR TO ANY WORK COMMENCING ONSITE.
AutoCAD SHX Text
DDO
AutoCAD SHX Text
PD
AutoCAD SHX Text
DISH DRAIN OUTLET
AutoCAD SHX Text
PLANTER DRAIN
AutoCAD SHX Text
CAPPING
AutoCAD SHX Text
1.01
AutoCAD SHX Text
RH
AutoCAD SHX Text
DP
AutoCAD SHX Text
0.00
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
SPOT LEVELS
AutoCAD SHX Text
WARNING LIGHT
AutoCAD SHX Text
DOWNPIPE SPREADER
AutoCAD SHX Text
WALL PENETRATION
AutoCAD SHX Text
NON RETURN VALVE
AutoCAD SHX Text
DOWNPIPE DROP
AutoCAD SHX Text
RAINHEAD
AutoCAD SHX Text
PIT TAG/NUMBER
AutoCAD SHX Text
eSMH
AutoCAD SHX Text
EXISTING SEWER MANHOLE
AutoCAD SHX Text
OFP
AutoCAD SHX Text
OVERLAND FLOW PATH
AutoCAD SHX Text
RWO
AutoCAD SHX Text
RAINWATER OUTLET
AutoCAD SHX Text
CO
AutoCAD SHX Text
CLEAR OUT POINT
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
FF
AutoCAD SHX Text
FIRST FLUSH
AutoCAD SHX Text
STORMWATER LINE DRAINING TO RWT
AutoCAD SHX Text
SUBSOIL LINE
AutoCAD SHX Text
STORMWATER RISING MAIN
AutoCAD SHX Text
EXISTING STORMWATER LINE
AutoCAD SHX Text
AUTHORITY STORMWATER LINE
AutoCAD SHX Text
AUTHORITY SEWER LINE
AutoCAD SHX Text
AUTHORITY WATER LINE
AutoCAD SHX Text
AUTHORITY GAS LINE
AutoCAD SHX Text
AUTHORITY ELECTRICITY LINE
AutoCAD SHX Text
AUTHORITY FIBRE OPTIC LINE
AutoCAD SHX Text
AUTHORITY COMMS LINE
AutoCAD SHX Text
FENCE LINE
AutoCAD SHX Text
GRATED SURFACE INLET PIT
AutoCAD SHX Text
GRATED SURFACE INLET PIT WITH ENVIROPOD INSERT
AutoCAD SHX Text
JUNCTION PIT
AutoCAD SHX Text
KERB INLET PIT
AutoCAD SHX Text
GRATED TRENCH DRAIN
AutoCAD SHX Text
EXISTING GRATED SURFACE INLET PIT
AutoCAD SHX Text
EXISTING JUNCTION PIT
AutoCAD SHX Text
EXISTING KERB INLET PIT
AutoCAD SHX Text
eTEL
AutoCAD SHX Text
EXISTING TELSTRA PIT
AutoCAD SHX Text
H
AutoCAD SHX Text
eHYD
AutoCAD SHX Text
EXISTING HYDRANT
AutoCAD SHX Text
eSV
AutoCAD SHX Text
EXISTING STOP VALVE
AutoCAD SHX Text
eGAS
AutoCAD SHX Text
EXISTING GAS VALVE
AutoCAD SHX Text
ePP
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
eBT
AutoCAD SHX Text
EXISTING BOUNDARY TRAP
AutoCAD SHX Text
HIGH LEVEL STORMWATER LINE
AutoCAD SHX Text
DP
AutoCAD SHX Text
DOWNPIPE
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
OVER FLOW PIPE
AutoCAD SHX Text
STORMWATER LINE
AutoCAD SHX Text
PS
AutoCAD SHX Text
PIPE STAND
AutoCAD SHX Text
FOR APPROVAL
AutoCAD SHX Text
Rev.
AutoCAD SHX Text
App.
AutoCAD SHX Text
Date
AutoCAD SHX Text
Description
AutoCAD SHX Text
Title
AutoCAD SHX Text
Approved
AutoCAD SHX Text
Date
AutoCAD SHX Text
Project
AutoCAD SHX Text
Client
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Drawing Number
AutoCAD SHX Text
Design
AutoCAD SHX Text
Project Number
AutoCAD SHX Text
Revision
AutoCAD SHX Text
PAUL EL-BAYEH - DIRECTOR B.E., M.E., FIEAust, CPEng, NER, RPEQM.E., FIEAust, CPEng, NER, RPEQ
This drawing remains the property of Capital Engineering Consultants and must not be reproduced or used without written consent.
AutoCAD SHX Text
Chk.
AutoCAD SHX Text
By.
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Datum
AutoCAD SHX Text
Paper Size
AutoCAD SHX Text
Checked
AutoCAD SHX Text
ISSUED FOR DEVELOPMENT APPLICATION
AutoCAD SHX Text
P.E.
AutoCAD SHX Text
ISSUED FOR DEVELOPMENT APPLICATION
AutoCAD SHX Text
P.E.
AutoCAD SHX Text
B
AutoCAD SHX Text
06/10/2021
AutoCAD SHX Text
M.W.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
A
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
M.W.
AutoCAD SHX Text
05/10/2021
AutoCAD SHX Text
DESIGN NOTES: THE SITE IS LOCATED IN CITY OF RYDE COUNCIL. SITE AREA = 582.2 ALL NEW STORMWATER PIPES TO HAVE A MINIMUM OF 100mm CONCRETE OR 300mm TOPSOIL COVER U.N.O. INSTALL CLEAR OUT FOR INSPECTION AND MAINTENANCE PURPOSES WHERE REQUIRED. REFER TO SECTION J CERTIFCATE FOR RAINWATER RE-USE REQUIREMENTS AND COMMITMENTS. RAINWATER TANK TO BE EQUIPPED WITH FIRST FLUSH AND MOSQUITO PROTECTION DEVICES (REFER DETAIL). A 500L RAINWATER TANK OFFSET HAS BEEN CLAIMED IN ACCORDANCE WITH CITY OF RYDE COUNCIL'S STORMWATER TECHNICAL MANAGEMENT 2014. LOCATION OF RAINWATER TANK SHOWN ON PLAN IS INDICATIVE. TO BE CONFIRMED DURING CONSTRUCTION. ENSURE THAT ALL STORMWATER PIPES ARE A MINIMUM OF 600mm AWAY FROM SYDNEY WATER ASSETS (TYP).
AutoCAD SHX Text
STORMWATER LAYOUT PLAN GROUND FLOOR SCALE 1:100
AutoCAD SHX Text
100mm PVC INLET PIPE
AutoCAD SHX Text
MASS CONC. BENCHING TO OUTLET PIPE
AutoCAD SHX Text
150mm PVC OUTLET PIPE
AutoCAD SHX Text
SL82 FABRIC STEEL REINFORCEMENT
AutoCAD SHX Text
REBATE FOR FRAME
AutoCAD SHX Text
HEAVY DUTY GALV STEEL GRATE AND FRAME
AutoCAD SHX Text
150mm PVC OUTLET PIPE
AutoCAD SHX Text
100mm PVC INLET PIPE
AutoCAD SHX Text
LINE OF REBATE OVER FOR FRAME
AutoCAD SHX Text
LINE OF WALL BELOW
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
PLAN WITHOUT GRATE
AutoCAD SHX Text
GALV. GRATE & FRAME
AutoCAD SHX Text
TYPICAL GRATED INLET PIT DETAIL SCALE: 1:20
AutoCAD SHX Text
uPVC PIPE DRAINAGE LINE AT MIN 1.0% GRADE
AutoCAD SHX Text
LIGHT DUTY AIR TIGHT SCREW DOWN CAP
AutoCAD SHX Text
CAP TO BE SECURED WITH CONCRETE SURROUND
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
CLEANING EYE DETAIL SCALE: 1:20
AutoCAD SHX Text
R20 GALV. DOWEL BARS AT 300 CTS. x 400 LONG. BITUMEN PAINT & GREASE ONE END ONLY. PROVIDE EXPANSION GAP AS SHOWN.
AutoCAD SHX Text
10mm THICK ABELFLEX & SEALANT
AutoCAD SHX Text
HEAVY DUTY GALV. TRENCH GRATE
AutoCAD SHX Text
N12-300 + 4N12 CROSSRODS
AutoCAD SHX Text
MINIMUM 1% GRADE BASE FALL TO OUTLET
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
REFER TO PLAN FOR TRENCH WIDTH & DEPTH
AutoCAD SHX Text
GRATED DRAIN DETAIL SCALE: 1:20
AutoCAD SHX Text
THIS IS AN ON-SITE STORMWATER DETENTION SYSTEM IT IS AN OFFENSE TO TAMPER WITH THIS DEVICE WITHOUT THE WRITTEN CONSENT OF CITY OF RYDE COUNCIL THIS PLATE MUST NOT BE REMOVED
AutoCAD SHX Text
OSD MARKER PLATE SCALE: 1:10
AutoCAD SHX Text
NOTE: - PROVIDE OSD MARKER PLATE IN CLEAR AND VISIBLE LOCATION WITHIN OSD TANK/BASIN TO COUNCIL'S REQUIREMENTS
AutoCAD SHX Text
RAINWATER
AutoCAD SHX Text
RAINWATER SIGN SCALE: 1:10
AutoCAD SHX Text
ABOVE GROUND RAINWATER TANKS
AutoCAD SHX Text
100mm OVERFLOWPIPE
AutoCAD SHX Text
INSPECTION OPENING
AutoCAD SHX Text
BASE OF TANK (A) (A)
AutoCAD SHX Text
TOP OF TANK (D) (D)
AutoCAD SHX Text
CONTROL DISCHARGE PIPE ORIFICE IN PIPE
AutoCAD SHX Text
PROPRIETARY FIRST FLUSH SYSTEM INSTALLED TO MANUFACTURER'S SPECIFICATIONS
AutoCAD SHX Text
INSPECTION OPENING CAP TO FINISHED GROUND LEVEL ON ALL CHARGED INLETS
AutoCAD SHX Text
OPTIONAL RE-USE SYSTEM CONTROL BOX MOUNTED TO BUILDING WALL. PROVIDE WATER APPROVED MAINS WATER DIVERTOR
AutoCAD SHX Text
ROOF AREA DIRECTED TO EACH RAINWATER TANK TO COMPLY WITH BASIX CERTIFICATE
AutoCAD SHX Text
GUTTER GUARDS RECOMMENDED
AutoCAD SHX Text
ROOF GUTTER
AutoCAD SHX Text
CHARGED INLET
AutoCAD SHX Text
DEBRIS BASKET (FINE SCREEN-MOSQUITO PROOF)
AutoCAD SHX Text
CHARGED PIPES TO BE FULLY SEALED SOLVENT WELDED FROM ROOF GUTTER TO TOP OF TANK
AutoCAD SHX Text
OSD TWL (C) (C)
AutoCAD SHX Text
OSD IL & RWT TWL (B) (B)
AutoCAD SHX Text
OSD ZONE 4500L
AutoCAD SHX Text
RWT ZONE 500L
AutoCAD SHX Text
OSD ZONE 4500L
AutoCAD SHX Text
COMBINE OSD/RAINWATER TANK NOT TO SCALE
AutoCAD SHX Text
RWT ZONE 500L
AutoCAD SHX Text
ELBOW
AutoCAD SHX Text
DIVERTER CHAMBER
AutoCAD SHX Text
DOWNPIPE
AutoCAD SHX Text
CHAMFER
AutoCAD SHX Text
TO THE TANK
AutoCAD SHX Text
BALL SEAT
AutoCAD SHX Text
SEALING BALL
AutoCAD SHX Text
FLOW CONTROL VALVE
AutoCAD SHX Text
PIPE/WALL BRACKET
AutoCAD SHX Text
SCREW CAP
AutoCAD SHX Text
FIRST FLUSH DIVERTER NOT TO SCALE
1:100
KENNEDY ASSOCIATES ARCHITECTS
4 KOORONG STREET, MARSFIELD
SW21247
P.E.
06/10/2021
T.P.
B
DEVELOPMENT APPLICATION (DA)
T.P. AHDA1 M.W.
0 20 40 60 80 100 120
A1
140 160 180 200 220 240 260 280 300
SWDP020
CATCHMENT PLAN &
OSD DETAIL
AutoCAD SHX Text
FOR APPROVAL
AutoCAD SHX Text
Rev.
AutoCAD SHX Text
App.
AutoCAD SHX Text
Date
AutoCAD SHX Text
Description
AutoCAD SHX Text
Title
AutoCAD SHX Text
Approved
AutoCAD SHX Text
Date
AutoCAD SHX Text
Project
AutoCAD SHX Text
Client
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Drawing Number
AutoCAD SHX Text
Design
AutoCAD SHX Text
Project Number
AutoCAD SHX Text
Revision
AutoCAD SHX Text
PAUL EL-BAYEH - DIRECTOR B.E., M.E., FIEAust, CPEng, NER, RPEQM.E., FIEAust, CPEng, NER, RPEQ
This drawing remains the property of Capital Engineering Consultants and must not be reproduced or used without written consent.
AutoCAD SHX Text
Chk.
AutoCAD SHX Text
By.
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Datum
AutoCAD SHX Text
Paper Size
AutoCAD SHX Text
Checked
AutoCAD SHX Text
ISSUED FOR DEVELOPMENT APPLICATION
AutoCAD SHX Text
P.E.
AutoCAD SHX Text
ISSUED FOR DEVELOPMENT APPLICATION
AutoCAD SHX Text
P.E.
AutoCAD SHX Text
B
AutoCAD SHX Text
06/10/2021
AutoCAD SHX Text
M.W.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
A
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
M.W.
AutoCAD SHX Text
05/10/2021
AutoCAD SHX Text
%%UCATCHMENT PLAN
AutoCAD SHX Text
UNIT 1 - IMPERVIOUS TO DETENTION TANK = 339 Sq.m
AutoCAD SHX Text
UNIT 1 - IMPERVIOUS BYPASSING DETENTION TANK = 40 Sq.m
AutoCAD SHX Text
UNIT 1 - PERVIOUS AREA = 204 Sq.m
AutoCAD SHX Text
%%UON-SITE DETENTION CALCULATION
AutoCAD SHX Text
1:100
//
//
//////////
//
//
/
/
/ / / / / / / //
/
//
//
//
//
/ / / / / / /
/ / / / /
/
/
//
//
//
//
//
/ / / / / / / / / / / / / / / / / / / /
1:100
KENNEDY ASSOCIATES ARCHITECTS
4 KOORONG STREET, MARSFIELD
SW21247
P.E.
06/10/2021
T.P.
B
DEVELOPMENT APPLICATION (DA)
T.P. AHDA1 M.W.
0 20 40 60 80 100 120
A1
140 160 180 200 220 240 260 280 300
ESCP001
EROSION AND SEDIMETN
CONTROL PLAN, NOTES
AND DETAILS SHEET
AutoCAD SHX Text
KOORONG STREET
AutoCAD SHX Text
SITE AREA
AutoCAD SHX Text
582.2 m²
AutoCAD SHX Text
22
AutoCAD SHX Text
D.P. 236727
AutoCAD SHX Text
23
AutoCAD SHX Text
D.P.236727
AutoCAD SHX Text
24
AutoCAD SHX Text
D.P.236727
AutoCAD SHX Text
87.37
AutoCAD SHX Text
88.66
AutoCAD SHX Text
87.60
AutoCAD SHX Text
87.62
AutoCAD SHX Text
RF89.98
AutoCAD SHX Text
RF90.30
AutoCAD SHX Text
87.62
AutoCAD SHX Text
87.58
AutoCAD SHX Text
87.54
AutoCAD SHX Text
87.39
AutoCAD SHX Text
87.37
AutoCAD SHX Text
87.31
AutoCAD SHX Text
87.41
AutoCAD SHX Text
87.43
AutoCAD SHX Text
87.39
AutoCAD SHX Text
87.23
AutoCAD SHX Text
87.01
AutoCAD SHX Text
86.89
AutoCAD SHX Text
86.84
AutoCAD SHX Text
86.84
AutoCAD SHX Text
86.80
AutoCAD SHX Text
86.75
AutoCAD SHX Text
86.74
AutoCAD SHX Text
86.79
AutoCAD SHX Text
TW87.03
AutoCAD SHX Text
TW87.16
AutoCAD SHX Text
TW87.27
AutoCAD SHX Text
TW87.60
AutoCAD SHX Text
TW87.42
AutoCAD SHX Text
TW87.44
AutoCAD SHX Text
TW87.56
AutoCAD SHX Text
87.22
AutoCAD SHX Text
87.22
AutoCAD SHX Text
87.20
AutoCAD SHX Text
87.26
AutoCAD SHX Text
86.89
AutoCAD SHX Text
87.31
AutoCAD SHX Text
87.89
AutoCAD SHX Text
87.91
AutoCAD SHX Text
88.03
AutoCAD SHX Text
87.36
AutoCAD SHX Text
87.40
AutoCAD SHX Text
87.47
AutoCAD SHX Text
90.63
AutoCAD SHX Text
90.64
AutoCAD SHX Text
93.33
AutoCAD SHX Text
RF90.14
AutoCAD SHX Text
RF89.98
AutoCAD SHX Text
90.44
AutoCAD SHX Text
90.97
AutoCAD SHX Text
H90.98
AutoCAD SHX Text
S90.43
AutoCAD SHX Text
91.35
AutoCAD SHX Text
91.35
AutoCAD SHX Text
90.70
AutoCAD SHX Text
86.89
AutoCAD SHX Text
86.89
AutoCAD SHX Text
86.88
AutoCAD SHX Text
86.90
AutoCAD SHX Text
87.08
AutoCAD SHX Text
87.04
AutoCAD SHX Text
87.11
AutoCAD SHX Text
87.03
AutoCAD SHX Text
87.01
AutoCAD SHX Text
88.10
AutoCAD SHX Text
88.11
AutoCAD SHX Text
88.11
AutoCAD SHX Text
90.67
AutoCAD SHX Text
96.16
AutoCAD SHX Text
96.15
AutoCAD SHX Text
RF94.47
AutoCAD SHX Text
RF94.49
AutoCAD SHX Text
RF92.45
AutoCAD SHX Text
87.05
AutoCAD SHX Text
87.01
AutoCAD SHX Text
86.90
AutoCAD SHX Text
86.89
AutoCAD SHX Text
86.83
AutoCAD SHX Text
86.77
AutoCAD SHX Text
86.67
AutoCAD SHX Text
86.71
AutoCAD SHX Text
86.89
AutoCAD SHX Text
87.01
AutoCAD SHX Text
87.07
AutoCAD SHX Text
87.06
AutoCAD SHX Text
87.07
AutoCAD SHX Text
87.08
AutoCAD SHX Text
87.19
AutoCAD SHX Text
87.29
AutoCAD SHX Text
87.41
AutoCAD SHX Text
87.38
AutoCAD SHX Text
87.26
AutoCAD SHX Text
87.08
AutoCAD SHX Text
87.11
AutoCAD SHX Text
87.10
AutoCAD SHX Text
87.11
AutoCAD SHX Text
87.93
AutoCAD SHX Text
87.95
AutoCAD SHX Text
87.94
AutoCAD SHX Text
87.49
AutoCAD SHX Text
TW87.82
AutoCAD SHX Text
TW87.60
AutoCAD SHX Text
TW87.68
AutoCAD SHX Text
TW87.19
AutoCAD SHX Text
TW86.92
AutoCAD SHX Text
TW87.00
AutoCAD SHX Text
86.61
AutoCAD SHX Text
86.55
AutoCAD SHX Text
86.83
AutoCAD SHX Text
87.06
AutoCAD SHX Text
87.36
AutoCAD SHX Text
87.33
AutoCAD SHX Text
G87.28
AutoCAD SHX Text
TOK87.42
AutoCAD SHX Text
TOK87.10
AutoCAD SHX Text
G86.95
AutoCAD SHX Text
G86.75
AutoCAD SHX Text
TOK86.89
AutoCAD SHX Text
86.78
AutoCAD SHX Text
86.65
AutoCAD SHX Text
TOK86.71
AutoCAD SHX Text
G86.58
AutoCAD SHX Text
G86.37
AutoCAD SHX Text
TOK86.51
AutoCAD SHX Text
86.63
AutoCAD SHX Text
87.01
AutoCAD SHX Text
87.16
AutoCAD SHX Text
87.27
AutoCAD SHX Text
87.53
AutoCAD SHX Text
87.60
AutoCAD SHX Text
87.46
AutoCAD SHX Text
87.45
AutoCAD SHX Text
87.41
AutoCAD SHX Text
86.83
AutoCAD SHX Text
86.79
AutoCAD SHX Text
87.35
AutoCAD SHX Text
87.39
AutoCAD SHX Text
87.30
AutoCAD SHX Text
87.13
AutoCAD SHX Text
87.22
AutoCAD SHX Text
87.26
AutoCAD SHX Text
87.55
AutoCAD SHX Text
87.55
AutoCAD SHX Text
RF89.74
AutoCAD SHX Text
RF89.83
AutoCAD SHX Text
93.56
AutoCAD SHX Text
93.53
AutoCAD SHX Text
93.54
AutoCAD SHX Text
93.54
AutoCAD SHX Text
93.52
AutoCAD SHX Text
93.54
AutoCAD SHX Text
RF94.47
AutoCAD SHX Text
90.63
AutoCAD SHX Text
88.05
AutoCAD SHX Text
GPIT
AutoCAD SHX Text
LINTEL
AutoCAD SHX Text
GPIT
AutoCAD SHX Text
VEHICLE CROSSING
AutoCAD SHX Text
FL
AutoCAD SHX Text
RL.86.92
AutoCAD SHX Text
BM C/N
AutoCAD SHX Text
IN TOK.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
PATH
AutoCAD SHX Text
STENCILCRETE DRIVEWAY
AutoCAD SHX Text
FL
AutoCAD SHX Text
FL
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
BRICK OUTBUILDING
AutoCAD SHX Text
METAL
AutoCAD SHX Text
SHED
AutoCAD SHX Text
FL
AutoCAD SHX Text
GPIT
AutoCAD SHX Text
WM
AutoCAD SHX Text
GPIT
AutoCAD SHX Text
SHED
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
87.19
AutoCAD SHX Text
87.32
AutoCAD SHX Text
87.39
AutoCAD SHX Text
87.11
AutoCAD SHX Text
86.92
AutoCAD SHX Text
86.90
AutoCAD SHX Text
87.09
AutoCAD SHX Text
86.94
AutoCAD SHX Text
87.29
AutoCAD SHX Text
86.88
AutoCAD SHX Text
86.88
AutoCAD SHX Text
86.96
AutoCAD SHX Text
86.95
AutoCAD SHX Text
86.96
AutoCAD SHX Text
87.01
AutoCAD SHX Text
87.07
AutoCAD SHX Text
87.07
AutoCAD SHX Text
87.15
AutoCAD SHX Text
87.29
AutoCAD SHX Text
87.49
AutoCAD SHX Text
87.55
AutoCAD SHX Text
87.39
AutoCAD SHX Text
87.42
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
90.44
AutoCAD SHX Text
90.97
AutoCAD SHX Text
W
AutoCAD SHX Text
21
AutoCAD SHX Text
D.P.236727
AutoCAD SHX Text
No.6
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK DWELLING
AutoCAD SHX Text
TILE ROOF
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.4
AutoCAD SHX Text
7 Spread
AutoCAD SHX Text
7 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.2
AutoCAD SHX Text
3 Spread
AutoCAD SHX Text
5 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.4
AutoCAD SHX Text
5Spread
AutoCAD SHX Text
4 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.3
AutoCAD SHX Text
3Spread
AutoCAD SHX Text
4 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.3
AutoCAD SHX Text
3Spread
AutoCAD SHX Text
4 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.15
AutoCAD SHX Text
4Spread
AutoCAD SHX Text
4 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.6
AutoCAD SHX Text
11Spread
AutoCAD SHX Text
8 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.3
AutoCAD SHX Text
2Spread
AutoCAD SHX Text
10 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.6
AutoCAD SHX Text
6Spread
AutoCAD SHX Text
5 High
AutoCAD SHX Text
TREE
AutoCAD SHX Text
%%C 0.3
AutoCAD SHX Text
3Spread
AutoCAD SHX Text
4 High
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
34.11
AutoCAD SHX Text
40°59'
AutoCAD SHX Text
17.07
AutoCAD SHX Text
310°59'
AutoCAD SHX Text
17.07
AutoCAD SHX Text
130°59'
AutoCAD SHX Text
A
AutoCAD SHX Text
D.P.354089
AutoCAD SHX Text
34.11
AutoCAD SHX Text
40°59'
AutoCAD SHX Text
No.4
AutoCAD SHX Text
SINGLE STOREY+ATTIC
AutoCAD SHX Text
BRICK&W/B DWELLING
AutoCAD SHX Text
TILE ROOF
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
EDGING
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
EDGING
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
AREA
AutoCAD SHX Text
GARDEN
AutoCAD SHX Text
GARDEN
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
EDGING
AutoCAD SHX Text
AWNING
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
LND
AutoCAD SHX Text
GARDEN
AutoCAD SHX Text
(GARAGE)
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
DORMER
AutoCAD SHX Text
DORMER
AutoCAD SHX Text
DORMER
AutoCAD SHX Text
METAL
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
TIMBER
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
TIMBER
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
METAL
AutoCAD SHX Text
TIMBER GATE
AutoCAD SHX Text
NO
AutoCAD SHX Text
FENCED
AutoCAD SHX Text
NO
AutoCAD SHX Text
FENCED
AutoCAD SHX Text
WALL-BDY
AutoCAD SHX Text
(1.09)
AutoCAD SHX Text
WALL-BDY
AutoCAD SHX Text
(1.06)
AutoCAD SHX Text
SETBACK
AutoCAD SHX Text
(9.125)
AutoCAD SHX Text
DORMER
AutoCAD SHX Text
(E)
AutoCAD SHX Text
CONSTRUCT SEDIMENT FENCE AT THE LOWER SIDES OF PROPERTY BOUNDARY TO PREVENT SITE RUNOFF FROM ENTERING DOWNSTREAM PROPERTIES (TYP).
AutoCAD SHX Text
CONTRACTOR TO ENSURE THAT KOORONG STREET STAYS CLEAN FROM SEDIMENT AND DEBRIS AT ALL TIMES (TYP).
AutoCAD SHX Text
CONSTRUCT TEMPORARY RUBBLE ENTRY/EXIT TO PREVENT TRANSFER OF SEDIMENT AND DEBRIS DURING VEHICULAR TRAFFIC (REFER DETAIL). LOCATION TO BE CONFIRMED ON SITE.
AutoCAD SHX Text
STOCKPILE AREA.
AutoCAD SHX Text
FOR APPROVAL
AutoCAD SHX Text
Rev.
AutoCAD SHX Text
App.
AutoCAD SHX Text
Date
AutoCAD SHX Text
Description
AutoCAD SHX Text
Title
AutoCAD SHX Text
Approved
AutoCAD SHX Text
Date
AutoCAD SHX Text
Project
AutoCAD SHX Text
Client
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Drawing Number
AutoCAD SHX Text
Design
AutoCAD SHX Text
Project Number
AutoCAD SHX Text
Revision
AutoCAD SHX Text
PAUL EL-BAYEH - DIRECTOR B.E., M.E., FIEAust, CPEng, NER, RPEQM.E., FIEAust, CPEng, NER, RPEQ
This drawing remains the property of Capital Engineering Consultants and must not be reproduced or used without written consent.
AutoCAD SHX Text
Chk.
AutoCAD SHX Text
By.
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Datum
AutoCAD SHX Text
Paper Size
AutoCAD SHX Text
Checked
AutoCAD SHX Text
ISSUED FOR DEVELOPMENT APPLICATION
AutoCAD SHX Text
P.E.
AutoCAD SHX Text
ISSUED FOR DEVELOPMENT APPLICATION
AutoCAD SHX Text
P.E.
AutoCAD SHX Text
B
AutoCAD SHX Text
06/10/2021
AutoCAD SHX Text
M.W.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
A
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
M.W.
AutoCAD SHX Text
05/10/2021
AutoCAD SHX Text
WOVEN WIRE FENCE (14.5 MINIMUM GAUGE-MAXIMUM 150mm MESH SPACING) AS REQUIRED BY COUNCIL
AutoCAD SHX Text
WOVEN WIRE FENCE WITH FILTER CLOTH OVER
AutoCAD SHX Text
EMBEDED FILTER CLOTH MINIMUM 200mm INTO GROUND
AutoCAD SHX Text
HEIGHT OF FILTER 600mm MAX
AutoCAD SHX Text
1.2m MIN. FENCE POSTS DRIVEN 600mm MIN. INTO GROUND
AutoCAD SHX Text
1.2 MIN FENCE POST
AutoCAD SHX Text
3.0m MAX
AutoCAD SHX Text
CENTRE TO CENTRE
AutoCAD SHX Text
DIAGRAMMATIC VIEW
AutoCAD SHX Text
TYPICAL SECTION
AutoCAD SHX Text
SEDIMENT FENCE DETAIL NOT TO SCALE
AutoCAD SHX Text
EROSION CONTROL BEFORE EARTHWORKS CAN COMMENCE THE EROSION & SEDIMENT CONTROL MEASURES MUST BE IN PLACE. DURING THE CONSTRUCTION PERIOD, THESE CONTROL MEASURES WILL NEED TO BE INSPECTED & MAINTAINED REGULARLY, ESPECIALLY AFTER STORM EVENTS, BY THE CONTRACTOR. ALL WORK IS TO BE CARRIED OUT TO PREVENT EROSION, CONTAMINATION & SEDIMENTATION OF THE STORAGE SITE, SURROUNDING AREAS & DRAINAGE SYSTEMS. MINIMIZE DISTURBED AREA COVERED WITH NATURAL VEGETATION. ONLY THOSE AREAS DIRECTLY REQUIRED FOR CONSTRUCTION ARE TO BE DISTURBED. ISOLATE EXISTING STORMWATER PITS WITH STRAW BALES OR SILT TRAPS TO FILTER ALL INCOMING FLOWS. DO NOT STOCKPILE EXCAVATED MATERIAL ON THE ROAD WAY. DIVERT CLEAN WATER FROM UNDISTURBED AREAS AROUND THE WORKING AREAS. CONSTRUCTION ENTRY/EXIT SHALL BE VIA THE LOCATION NOTED ON THE DRAWING. CONTRACTOR SHALL ENSURE ALL DROPPABLE SOIL & SEDIMENT IS REMOVED PRIOR TO CONSTRUCTION TRAFFIC EXITING SITE. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION TRAFFIC ENTERING AND LEAVING THE SITE DO SO IN A FORWARD DIRECTION. ADOPT TEMPORARY MEASURES AS MAY BE NECCESSARY FOR EROSION & SEDIMENT CONTROL, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - - DRAINS: TEMPORARY DRAINS AND CATCH DRAINS. - SPREADER BANKS OR OTHER STRUCTURES: TO DISPERSE CONCENTRATED RUNOFF. - SILT TRAPS: CONSTRUCTION AND MAINTENANCE OF SILT TRAPS TO PREVENT DISCHARGE OF SCOURED MATERIAL TO DOWNSTREAM AREAS. AFTER RAIN, INSPECT, CLEAN, AND REPAIR IF REQUIRED, TEMPORARY EROSION & SEDIMENT CONTROL MEASURES. REMOVE TEMPORARY EROSION &SEDIMENT CONTROL MEASURES WHEN THEY ARE NO LONGER REQUIRED. COMPLY WITH THE REQUIREMENTS OF LANDCOM'S MANAGING URBAN STORMWATER - SOIL AND CONSTRUCTION 'THE BLUE BOOK' LATEST EDITION THE EROSION & SEDIMENT CONTROL PLAN PROVIDED IS ONLY INDICATIVE. THE CONTRACTOR SHOULD PREPARE A DETAILED ESCP SUITABLE FOR THE SPECIFIC SITE CONDITIONS
AutoCAD SHX Text
DROP INLET WITH GRATE
AutoCAD SHX Text
FABRIC BURIED 0.2m
AutoCAD SHX Text
RUN-OFF WATER WITH SEDIMENT
AutoCAD SHX Text
FILTERED WATER
AutoCAD SHX Text
GEOTEXTILE FILTER FABRIC
AutoCAD SHX Text
STAKES
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
SUMP SEDIMENT TRAP DETAIL NOT TO SCALE
AutoCAD SHX Text
CONSTRUCTION SITE
AutoCAD SHX Text
RUN-OFF FROM PAD DIRECTED TO SEDIMENT TRAP
AutoCAD SHX Text
SAND BEDDING
AutoCAD SHX Text
EXISTING ROAD
AutoCAD SHX Text
15m MINIMUM LENGTH
AutoCAD SHX Text
3m MIN WIDTH
AutoCAD SHX Text
GEOTEXTILE FABRIC
AutoCAD SHX Text
100-150 IGNEOUSROCK
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EXIT (RUBBLE ALTERNATIVE) NOT TO SCALE
