CLIENT
ARCHITECT
PROJECT MANAGER
Xref
s:Pl
ot D
ate:
05.
12.2
017@
12:0
3:29
L
ogin
Nam
e: tj
kedd
ie
C
ad F
ile: T
:\532
0004
\Dra
wing
s\Au
toCA
D\Ci
vil\D
esig
n\Ci
vil 2
D\To
wer B
Dev
elop
men
t App
licat
ion\
5320
004-
WS+
P-CS
-DD-
0100
- C1
.01
Cove
r She
et.d
wg
JOB No.
DATE DRAWN
SCALE
TITLE
DRAWING No. ISSUE
DRAWN DESIGNED CHECKED APPROVED
STATUS
LOCALITY AERIAL SOURCE : SIX MAPS
COVER SHEET
AS SHOWN S.E. L.Si.
C1.01DEC 2017
1
DEXUS
BILLARD LEECEPARTNERSHIP DEVELOPMENT APPLICATION
M.C.L.Sh.
5320004
NORTH SHORE HEALTHHUB, ST LEONARDSDEVELOPMENT APPLICATION
SITE
DRAWING SCHEDULE
DRG No. DRAWING TITLE REV.
C1.01 Cover Sheet 1
C1.02 Specification Notes 1
C2.01 Sediment and Erosion Control Plan 1
C2.02 Sediment and Erosion Control Details 1
C3.01 Bulk Earthworks Cut & Fill Plan 1
C3.02 Bulk Earthworks Plan 1
C4.01 Stormwater Layout Plan 1
C4.02 Stormwater Drainage Details Sheet 1 of 2 1
C4.03 Stormwater Drainage Details Sheet 2 of 2 1
C4.04 OSD Plan and Details 1
C4.05 Typical Stormwater360 Details 1
GENERAL
G1. DESIGN HEREIN HAS BEEN PREPARED BY WARREN SMITH AND PARTNERS PTY LTD CONSULTING CIVIL ENGINEERS,LEVEL 1, 123 CLARENCE ST, SYDNEY NSW 2000.TEL:- (02) 9299 1312, FAX:- (02) 9290 1295.
G2. THE DRAWINGS HEREIN SHALL BE READ AS REQUIRED IN CONJUNCTION WITH ARCHITECT DRAWINGS BY: BILLARD LEECE PARTNERSHIP PTY LTDARCHITECTS AND URBAN PLANNERS,STUDIO 201, 50 HOLT STREET, SURREY HILLS NSW 2010.TEL: (02) 8096 4066
G3. ALL DIMENSIONS IN MILLIMETRES UNO. REDUCED LEVELS AND CHAINAGES ARE IN METRES. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS.
G4. THE PROPOSED WORKS DETAILED HEREIN SHALL BECONSTRUCTED TO THE REQUIREMENTS OF COUNCILGENERALLY AS DETAILED HEREUNDER.
G5. ALL EXISTING SERVICES SHALL BE VERIFIED FOR DEPTH AND HORIZONTAL POSITION BY PHYSICAL MEANS PRIOR TO EXCAVATION. ANY DISCREPANCIESSHALL BE BROUGHT FORTHWITH TO THE PROJECT MANAGER'S ATTENTION.
G6. REFERENCE SHALL BE MADE TO THE CONSTRUCTIONMANAGEMENT PLAN FOR ALL SITE WORKS DETAILEDHEREIN.
STORMWATER & SUB-SOIL DRAINAGEMATERIALS:
STW1. PIPES AND FITTINGS FOR STORMWATER DRAINAGE SHALL BE AS FOLLOWS UNO ON THE DRAWINGS:
A. SEWER GRADE uPVC (SN8) WITH SOLVENT WELDEDJOINTS FOR BELOW GROUND DRAINAGE UP TO 225mm.
B. FIBRE REINFORCED CEMENT WITH RUBBER RINGS FOR PIPE DIA'S GREATER THAN 225mm. UNO.
C. REINFORCED CONCRETE WHERE REQUIRED BY AS 3500 FOR EXCESSIVE DEPTH.
D. INSTALL IN ACCORDANCE WITH AUSTRALIAN STANDARD AS3500 EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
STW2. PIPES & FITTINGS FOR SUBSOIL DRAINAGE SHALL BESLOTTED POLYVINYL CHLORIDE (PVC) WITH SOLVENTWELDED JOINTS, MIN. 150mm DIAMETER.
STW3. IN GROUND DRAINAGE PIPEWORK SERVING DP's SHALL BE MINIMUM 150mm DIA. UNO.
STW4. GRATED DRAINS SHALL BE 150mm NOM.A. 150mm NOM. WIDTH IN NON TRAFFICABLE AREAS.B. 225mm NOM. WIDTH IN TRAFFICABLE AREAS.
STW5. STORMWATER PITS ARE AS SHOWN & SPECIFIED ONTHE PLANS . PRECAST TYPE ACCEPTABLE WITH STEPIRONS FOR DEPTH GREATER THAN 1200. BENCH ALLPITS MIN. 50mm & FORM SMOOTH TRANSITION FROMINLET TO OUTLET.
STW6. SELECT FILL SHALL BE MATERIAL OBTAINED FROM EXCAVATION OF THE PIPE TRENCH OR IMPORTED WITH A PARTICLE SIZE FOR ROCK NOT GREATER THAN 75mm OR FOR OTHER THAN ROCK NOT GREATER THAN 150mm.
STW7. IMPORTED FILL SHALL BE EITHER, AND GENERALLY CONSIST OF SINGLE SIZED AGGREGATE WITH PARTICLE SIZE NOT GREATER THAN 5mm WRAPPED ALL ROUND WITH GEOTEXTILE FILTER FABRIC OR APPROVED HIGH COMPACTION SAND OR APPROVEDCRUSHED ROAD GRAVEL CONFORMING TO RTA FORM3051 OR SIMILAR.
STW8. STORMWATER PITS AND GRATES TO CONFORM WITHSTANDARD COUNCIL REQUIREMENTS, WHERE ON PUBLIC LAND. GRATES TO BE SUPPLIED IN CLASS SHOWN ON THE DRAWINGS.
INSTALLATION REQUIREMENTS:
STW9. PIPES SHALL BE TRUE TO GRADES SHOWN ANDALIGNED SO THAT THE CENTRES OF THE INLET PIPESINTERSECT WITH THE CENTRE OF THE OUTLET PIPE ATTHE DOWNSTREAM FACE OF THE PIT.
STW10. MINIMUM GRADES FOR GRAVITY STORMWATERDRAINAGE SHALL CONFORM TO AS3500 PART3 ASFOLLOWS, UNO:1% FOR 100 AND 150 mm DIA.0.5% FOR 225 mm DIA0.5% FOR 300 mm DIA0.4% FOR 375 mm DIA
STW11. MINIMUM DEPTH OF COVER SHALL BE :-- 300mm IN PRIVATE PROPERTY (NON VEHICULARTRAFFIC).- 450mm IN PUBLIC AREAS. - 600mm IN VEHICULAR TRAFFICABLE AREAS
(FOOTWAY/ROADWAY)STW12. BED ALL PIPES FIRMLY AND EVENLY ONTO IMPORTED
BEDDING FILL MATERIAL.
STW13. LAY AND JOINT ALL PIPES IN ACCORDANCE WITH THEMANUFACTURERS RECOMMENDATIONS ANDAS 3725-1989 BURIED FLEXIBLE PIPELINESAS 2566-1998 LOADS ON BURIED FLEXIBLE PIPELINESAS 1597.2-1996 PRECAST REINFORCED CONCRETE BOXCULVERTS.AS 3500-1990 NATIONAL PLUMBING & DRAINAGE CODE.PART 2, SANITARY PLUMBING AND SANITARY DRAINAGE.SYDNEY WATER REQUIREMENTS.
STW14. ALLOW TO TEST ALL PIPES AND PITS TOMANUFACTURERS REQUIREMENTS.
CONCRETE WORKS
C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600, THE STANDARDS ASSOCIATION AUSTRALIA, STANDARDS CITED IN AS3600,THE DRAWINGS AND THE SPECIFICATION.
C2. ALL CONCRETE SHALL BE 80mm NOMINAL SLUMP, 20mmMAXIMUM AGGREGATE WITH NO ADMIXTURES OR FLYASH, UNLESS OTHERWISE APPROVED. ALL CONCRETEWORK IN CONTACT WITH SEWER TO HAVE TYPE SL PORTLAND CEMENT, OTHERWISE TYPE A CEMENT FORBRIDGE WORKS, A MAXIMUM 56 DAYS SHRINKAGE OF 600MICROSTRAIN, A MINIMUM CEMENT CONTENT 350kg/m3AND MAXIMUM WATER:CEMENT RATIO OF 0.40.
C3. STRENGTH GRADE OF CONCRETE SHALL BE : 25 MPa(KERBS, EDGE STRIPS & CONCRETE ENCASEMENT) AND32 MPa ELSEWHERE.
C4. CONSTRUCTION JOINTS SHALL BE PROPERLY FORMEDAND USED ONLY WHERE SHOWN OR APPROVED. GENERALLY FOR HAND PLACED KERB & GUTTER 6mmTHICK APPROVED BITUMINOUS MASTIC JOINTING MATERIAL SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 6m. FOR MACHINE PLACED KERB & GUTTER6mm THICK APPROVED BITUMINOUS MASTIC JOINTINGMATERIAL SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 12m & GUILLOTINED DUMMY GROOVED JOINTS, 25mm IN DEPTH, SHALL BE FORMED EVERY 3mOF GUTTER. JOINTS ARE ALSO REQUIRED AT EACH ENDOF GUTTER CROSSING AND GULLY PITS. JOINTS SHALLBE SET VERTICAL AND SQUARE TO THE KERB.
C5. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLYAND IS NOT NECESSARILY SHOWN IN TRUE PROJECTION.
C6. ELDING OR SPLICES IN REINFORCEMENT SHALL BE USEDONLY IN POSITIONS APPROVED BY THE ENGINEER.
C7. CONCRETE CURING SHALL BE IN ACCORDANCE WITHAS3600. CURING SHALL BE COMMENCED WITHIN TWOHOURS OF FINISHING OPERATIONS AND SHALL BE CONTINUED FOR A MINIMUM OF SEVEN DAYS BY AN APPROVED PROPRIETARY COMPOUND OR BY KEEPINGCONTINUOUSLY WET.
C8. FORMWORK SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH AS3610. FORMWORK SHALL NOT BESTRIPPED NOR PROPS REMOVED WITHOUT APPROVAL.
C9. FABRIC LAP DETAILS SHALL BE IN ACCORDANCE WITHFIG.13.2.4 OF AS3600.
C10. HOOKS, LAPS AND BENDS SHALL BE IN ACCORDANCEWITH AS3600 UNO.
C11. ALL CHEMICAL ANCHORS SHALL BE EITHER 'CHEMSET'BY "RAMSET" WITH THE GLASS CAPSULE SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS OR HILTI HVU ADHESIVE ANCHOR WITH FOIL CAPSULE SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTION.
C12. ALL CHEMICAL ANCHORS SHALL BE HOT DIPPEDGALVANIZED AND BE MIN M16 DIA. U.N.O.
GENERAL EARTHWORKS, SITEWORKS & FILLING:FILLING:
SGE1. THESE CLAUSES SHALL BE READ IN CONJUNCTION WITHGEOTECHNICAL INVESTIGATION.
SGE2. THE RECOMMENDATIONS CONTAINED IN THE GEOTECHREPORT SHALL OVERRIDE THE CLAUSES PRESENTEDHEREIN.
SGE3. STRIP ALL TOPSOIL AND UNDERLYING FILL AND STOCKPILE TOPSOIL FOR LATER REUSE FOR LANDSCAPING PURPOSES.
SGE4. NEW FILL REQUIRED TO REINSTATE CUT LEVELS TO PROPOSED BENCHING LEVELS SHALL BE SOURCED FROM OTHER PARTS OF THE EXCAVATION AS SELECTFILL OR IMPORTED FILL AS SPECIFIED BELOW IN SGE 5AND SGE 6.
SGE5. SELECT FILL SHALL CONSIST OF LOCALLY DERIVED ORCUT NATURAL CLAYS.
SGE6. IMPORTED FILL SHALL CONSIST OF RIPPED SANDSTONEOR SHALE OR SIMILAR MATERIAL WITH MAXIMUM PARTICLE SIZE NOT GREATER THAN 120mm AND A MOISTURE CONTENT WITHIN 2-3% OF STANDARD OPTIMUM.
SGE7. ALL FILL (COHESIVE SOIL) SHALL BE PLACED IN LAYERSOF 200mm MAXIMUM THICKNESS, COMPACTED BY MACHINE ROLLING TO ACHIEVE A DRY DENSITY RATIOOF NOT LESS THAN 98% STANDARD MAXIMUM AT A CORRESPONDING MOISTURE CONTENT WITHIN 2-3% OFSTANDARD OPTIMUM.
SGE8. IN AREAS WHERE HIGH IMPACT ROLLING IS USED TESTEACH FINAL LAYER OF NOT GREATER THAN 300mm TO400mm TO ACHIEVE A DRY DENSITY SGE8. RATIO OF NOTLESS THAN 98% STANDARD MAXIMUM AT A CORRESPONDING MOISTURE CONTENT WITHIN 2-3% OFSTANDARD OPTIMUM.
EXCAVATION BATTERS:SGE9. ALL TEMPORARY BATTERS CUT IN CLAY SUBSTRATE
SHALL BE 1 HORIZ : 1 VERT. ALL LONG TERM EXPOSEDBATTERS CUT IN CLAY SUBSTRATE SHALL BE 2 HORIZ : 1VERT. ALL DETENTION BASIN BATTERS IN CLAY SUBSTRATE SHALL BE 3 HORIZ : 1 VERT. ALL DETENTIONBASIN BATTERS IN ROCK SUBSTRATE SHALL BE NEARVERTICAL.
SGE10. GEOTECHNICAL TESTING IS TO BE UNDERTAKEN TO ATLEAST LEVEL 1 CONTROL OF FILL COMPACTION STANDARD, AS DEFINED IN AS. 3738 AS FOLLOWS
- FOR GENERAL FILL OR CUT AREAS OVER THE AREA PROVIDE ONE (1) TEST PER 200mm LAYER, OVER AN AREA NOT GREATER THAN 500 m2
- FOR GENERAL FILL AREAS IN CONCENTRATED AREASADJACENT TO AND BEHIND THE STRUCTURE AND ADJACENT TO AND BEHIND RETAINING WALLS PROVIDE ONE (1) TEST PER 200mm LAYER, OVER AN AREA NOT GREATER THAN 50m2
SGE11. SUBMIT ALL GEOTECHNICAL TEST RESULTS TO WARRENSMITH & PARTNERS FOR REVIEW PRIOR TO CONTINUATION WITH SUBSEQUENT SECTION OF WORK.
EARTH WORKS FOR SERVICES
E1. EXCAVATE TRENCHES AND STOCKPILE ALL MATERIALFOR INSPECTION WITH REGARD TO RE-USE FOR TRENCHBACKFILL. REMAINING MATERIAL TO BE REMOVED FROMSITE.
E2. BEDDING MATERIAL SHALL CONSIST OF IMPORTED FILLONLY. THICKNESS OF BEDDING LAYER SHALL BE 75mm INO.T.R. AND 200mm IN ROCK.
E3. EMBED ALL PIPES WITH IMPORTED FILL. PROVIDE 200mm SIDE SUPPORT AND 150mm OVERLAY ABOVEPIPE CROWN.
E4. TRENCH FILL ABOVE THE EMBEDMENT ZONE TO THEUNDERSIDE OF THE ROAD PAVEMENT OR FOOTWAY FILLMATERIAL SHALL BE AS FOLLOWS :
UNDER ROADWAY
TRENCH FILL MATERIAL SHALL CONSIST OF IMPORTEDFILL AS SPECIFIED HEREIN OF EITHER HIGH GRADE COMPACTION SAND OR APPROVED CRUSHED ROAD GRAVEL CONFORMING TO RTA FORM 3051 OR SIMILAR.
OTHER THAN ROADWAY
TRENCH FILL MATERIAL EXCAVATED SHALL CONSIST OFSELECT FILL AS SPECIFIED HEREIN AND SHALL NOT CONTAIN MORE THAN 20% OF STONES OF SIZE BETWEEN 75mm & 150mm AND NONE LARGER THAN 150mm. PRIOR TO THE USE OF THE EXCAVATED MATERIAL IT SHALL BE INSPECTED AND APPROVED BYTHE CONSULTANT.
E5. COMPACT BEDDING, EMBEDMENT AND TRENCH FILLMATERIALS AS FOLLOWS:
EMBEDMENT:-FOR GRANULAR FILL MATERIAL (NON-COHESIVE SOILS)EG. COARSE AGGREGATE FILL, HIGH GRADE COMPACTION SAND, THE DENSITY INDEX (ID) SHALL BENOT LESS THAN 70%.
TRENCH FILL:-FOR GRANULAR MATERIAL (NON-COHESIVE SOILS), THEDENSITY INDEX (ID) SHALL BE NOT LESS THAN 70%.
FOR NON-GRANULAR FILL MATERIAL (COHESIVE SOILS),THE DRY DENSITY RATIO (RD) SHALL BE NOT LESS THAN95%.
E6. MEASURE OF COMPACTION:-THE DEGREE OF COMPACTION SHALL BE MEASURED BYONE OF THE FOLLOWING PARAMETERS :-
GRANULAR FILL (NON-COHESIVE SOILS). THE DENSITYINDEX (ID) DETERMINED IN ACCORDANCE WITH AS 1289.E6.1 BASED ON THE MAXIMUM AND MINIMUM DRYDENSITIES IN ACCORDANCE WITH AS 1289.E5.1 AND THEFIELD DRY DENSITY IN ACCORDANCE WITH AS 1289.5.3.2,AS 1289.E3.5 OR AS 1289.E8.1.
NON-GRANULAR FILL (COHESIVE SOILS). THE DRY DENSITY RATION (RD) DETERMINED IN ACCORDANCEWITH AS 1289.5.4.1 BASED ON THE FIELD DRY DENSITY INACCORDANCE WITH AS 1289.5.3.2 AND THE MAXIMUMDRY DENSITY IN ACCORDANCE WITH AS 1289.5.1.1
E7. GEOTECHNICAL TESTING IS TO BE UNDERTAKEN TO ATLEAST LEVEL 1 CONTROL OF FILL COMPACTION STANDARD, AS DEFINED IN AS. 3738 AS FOLLOWS:
- TEST EACH 300mm LAYER ABOVE PIPE CROWN.- TEST BASE & SUB-BASE LAYERS WHERE APPLICABLE.- TESTS SHALL BE REQUIRED AT EACH 50m CENTRES
WHERE THE LENGTH OF TRENCH IS WITHIN THE 50mREQUIREMENT.
E8. SUBMIT ALL GEOTECHNICAL TEST RESULTS TO WARRENSMITH & PARTNERS FOR REVIEW PRIOR TO CONTINUATION WITH SUBSEQUENT SECTION OF WORK.
RESTORATION:
RES1. RESTORE ALL TRAFFIC AREAS TO PRE EXISTING CONDITION.
RES2. FOR ALL SURFACES OTHER THAN IN TRAFFIC AREASRESTORE DISTURBED SURFACES TO PRE-EXISTING CONDITIONS AND COMPACT AS SPECIFIED.
RES3. RESTORE ALL AUTHORITY OWNED AREAS TO LOCALCOUNCIL STANDARDS
ROAD WORKS, DRIVEWAYS & CARPARKS
R1. ALLOW FOR LEVEL 2 TESTING AND SUB-GRADE CONDITIONS & PAVEMENT THICKNESS TO BE VERIFIEDBY GEOTECHNICAL CONSULTANT AFTER INSPECTION OFPRELIMINARY BOXING.
R2. ALLOW FOR ANY SUB-GRADE REPLACEMENT WORK TOBE DETERMINED AS REQUIRED BY GEOTECHNICAL CONSULTANT AT THE TIME OF PAVEMENT CONSTRUCTION.
R3. MINIMUM DRY DENSITY RATIOS (AS 1289 3.4.1-1993) TOBE:BASE COURSE: 98% MODIFIEDSUB-BASE: 95% MODIFIEDSUB-GRADE: 100% STANDARDSUB-GRADE REPLACEMENT: 100% STANDARD
R4. PAVEMENT MATERIALS TO COMPLY WITH RMS SPECIFICATION No. 3051 OR SIMILAR AS APPROVED BYGEOTECHNICAL CONSULTANT.
R5. PROVIDE (1) TEST FOR EACH LAYER NOT EXCEEDING250mm THICK BEING BASECOURSE, SUB-BASE & SUB-GRADE OVER AN AREA NOT GREATER THAN 500m 2
R6. SUBMIT ALL GEOTECHNICAL TEST RESULTS TO WARRENSMITH & PARTNERS FOR REVIEW PRIOR TO CONTINUATION WITH SUBSEQUENT SECTION OF WORK.
APPROVALS
A1. THE AS CONSTRUCTED WORKS SHALL BE INSPECTEDBY DESIGN CONSULTANT. MINIMUM 48 HOURS NOTICESHALL APPLY TO ALL INSPECTIONS.
A2. THE DESIGN PLANS HEREIN ARE SUBJECT TO LOCALCOUNCIL APPROVAL PRIOR TO CONSTRUCTION. OBTAINEXPRESS (WRITTEN) ADVICE TO PROCEED FROM PROJECT MANAGER PRIOR TO COMMENCEMENT.
A3. SUBMIT WORK-AS-EXECUTED DRAWINGS IN CIVILCAD ORDXF DIGITAL FORMAT AND HARD COPY FORMAT. VERIFYALL CONSTRUCTION WORKS SHOWN HEREON.
A4. CERTIFY THAT THE AS CONSTRUCTED SYSTEM HAS BEEN BUILT IN ACCORDANCE WITH THE APPROVED PLANS ISSUED FOR CONSTRUCTION.
SERVICES UNDER ROAD SURFACES
S1. ALL OTHER SERVICES INCLUDING BUT NOT LIMITED TOWATER, HYDRANT, GAS, SEWER, ELECTRICAL AND COMMUNICATIONS CONDUITS OR CABLES SHALL BE LAIDWITH MINIMUM 600mm U.N.O. COVER BELOW PROPOSEDROAD SURFACE OR APPROVED OTHER MEANS TO PROTECT DURING CONSTRUCTION.
ROAD SIGNS & LINE MARKING
RS1. ALL SIGNS AND LINEMARKING SHALL BE TO ROADS &TRAFFIC AUTHORITY STANDARDS AND SPECIFICATIONS
AND AS.1742, MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES
RS2. ALL LINEMARKING SHALL BE AUGMENTED BY RETROREFLECTIVE RAISED PAVEMENT MARKERS (RRPMs) AND ALL SHALL BE TO AS 1742.2 - 1994 AND AS1742.2 /AMDT 1/1997-10-05
RS3. ALL ROAD SIGNS AND POSTS SHALL BE TO AS 1742.2 -1994 AND AS 1742.2 /AMDT 1/1997-10-05
PROTECTION OF FLORA - REFER SPECIFICATION
1. ANY TRENCHES WITHIN 3m OF TREES SHALL BE HANDDUG TO AVOID DAMAGE TO TREE ROOTS.
2. IF IT IS CONSIDERED NECESSARY TO PERFORM ANYWORK ON TREES, INCLUDING TRIMMING, LOPPING, ROOTCUTTING, REPAIR AND REMOVAL, APPLICATION IN WRITING SHALL BE MADE BY THE CONTRACTOR TO THESUPERINTENDENT. ANY WORK PERMITTED TO BE DONEON TREES TO BE RETAINED SHALL BE PERFORMED INACCORDANCE WITH THE ARBORISTS REPORT.
3. MATURE TREES AND SHRUBS ARE TO BE REMOVED INACCORDANCE WITH THE ARBORISTS REPORT.
AUTHORITY STANDARDS
LGA 1. THE DRAWINGS HEREIN SHALL BE READ IN CONJUNCTION WITH WILLOUGHBY CITY COUNCIL STANDARDS & SPECIFICATIONS WHICH SHALL OVERRIDESPECIAL DETAILS SHOWN ON THE DRAWINGS.
TRAFFIC NOTE:
1. A TRAFFIC CONTROL PLAN IS TO BE PREPARED BY ANACCREDITED RMS 1. TRAFFIC CONTROLLER AND SUBMITTED TO COUNCIL. THIS TRAFFIC PLAN IS TO BECERTIFIED BY AND IMPLEMENTED TO THE SATISFACTIONOF AN ACCREDITED RMS TRAFFIC CONTROLLER
PRIOR TO COMMENCEMENT OF WORK
2. ALL TRAFFIC CONTROL WORKS SHALL ONLY BE CARRIEDOUT BY 2. ACCREDITED RMS TRAFFIC CONTROLLERS.
CLOSED CIRCUIT COLOUR TV (CCTV)
CCTV 1. UNDERTAKE A CCTV INSPECTION OF ALL THE COMPLETED DRAINAGE IN ACCORDANCE WITH THE GUIDELINES OF THE AUSTRALIAN CONDUIT CONDITION EVALUATION MANUAL (ACCEM)
CCTV 2. APPLY THE FOLLOWING REQUIREMENTS TO THE CCTVINSPECTION:-A. USE DATA CAPTURE SOFTWARE APPROVED BY
SYDNEY WATER
B. USE CERTIFIED CCTV OPERATORS C. THE CCTV FOOTAGE SHALL BE OF QUALITY TO ALLOW ACCURATE ASSESSMENT OF THE INTERNAL CONDITION OF THE PIPE. FURNISH TO THE DESIGNCONSULTANT:-
CCTV 3. A. VIDEOS IN MPG FORMATB. CCTV REPORT AND SURVEY DATA IN PDF FORMAT
1
DEC 2017
C1.02
L.Si.S.E.AS SHOWN
SPECIFICATION NOTES
NORTH SHORE
HEALTH HUB
A1SHEET SIZE:
Xrefs
: X-5
3200
04-T
B_A1
H_DA
Plot
Date:
05.12
.2017
@13
:56:47
Lo
gin N
ame:
lsing
h
Cad
File
: T:\5
3200
04\D
rawi
ngs\A
utoCA
D\Ci
vil\D
esign
\Civi
l 2D\
Towe
r B D
evelo
pmen
t App
licati
on\53
2000
4-W
S+P-
CS-D
D-01
00 -
C1.02
Spe
cifica
tion N
otes.d
wg
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
LEGEND
X
XX
X X
XX
GEOTEXTILE INLET FILTER
- DROP INLET SEDIMENT TRAP
XX
SEDIMENT CONTROL FENCE
SITE GATE
STABILISED CONSTRUCTION SITE
VEHICLE ENTRY/EXIT
EXISTING STORMWATER PIPE
PROPOSED STORMWATER PIPE
SITE FENCE
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X XX X
X XX X
X X XX X
X XX X
X XX X
X XX
X
X
X
XX X X
X XX
1
DEC 2017
C2.01
L.Si.S.E.AS SHOWN
SEDIMENT AND EROSION
CONTROL PLAN
NORTH SHORE
HEALTH HUB
0 10.0m5.0
SCALE 1:250
2.55.0 7.5
SHEETA1PLAN
NORTH
A1SHEET SIZE:
Xrefs
: X-5
3200
04-S
U_gr
ound
; X-5
3200
04-E
R_La
yout;
X-5
3200
04-S
W_L
ayou
t; X-5
3200
04-T
B_A1
H_DA
; X-5
3200
04-A
RCH_
B5Pl
ot Da
te: 05
.12.20
17@
13:57
:57
Login
Nam
e: lsi
ngh
C
ad F
ile: T
:\532
0004
\Dra
wing
s\Auto
CAD\
Civil
\Des
ign\C
ivil 2
D\To
wer B
Dev
elopm
ent A
pplic
ation
\5320
004-
WS+
P-CS
-DD-
0200
- C2
.01 S
edim
ent a
nd E
rosio
n Con
trol P
lan.dw
g
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
1
DEC 2017
C2.02
L.Si.S.E.AS SHOWN
SEDIMENT AND EROSION
CONTROL DETAILS
NORTH SHORE
HEALTH HUB
CONSTRUCT STRAW BALE FILTER AS CLOSE AS POSSIBLE TO PARALLEL TO THECONTOURS OF THE SITE OR AT THE TOE OF A SLOPE.
PLACE BALES LENGTHWISE IN A ROW WITH ENDS TIGHTLY ABUTTING. USESTRAW TO FILL ANY GAPS BETWEEN BALES. STRAWS TO BE PLACED PARALLELTO GROUND.
MAXIMUM HEIGHT OF FILTER IS ONE BALE.
ON SOFT MATERIALS, EMBED EACH BALE IN THE GROUND 75mm TO 100mm ANDANCHOR WITH TWO 1.2 METRE STAR PICKETS. ANGLE THE FIRST STAKE IN EACHBALE TOWARDS THE PREVIOUSLY LAID BAIL. DRIVE STAKES 600mm INTO THEGROUND AND FLUSH WITH THE TOP OF THE BALES.
WHERE A STRAW BALE FILTER IS CONSTRUCTED DOWN SLOPE FROM ADISTURBED BATTER THE BALES SHOULD BE LOCATED 1.5 TO 2.0 METERS DOWNSLOPE FROM THE TOE OF THE BATTER.
WHERE REQUIRED WRAP GEOTEXTILE FILTER FABRIC AROUND BALES ANDSTAPLE IN POSITION.
SOIL COMPACTED TO PREVENT TIPPING
DISTURBED AREA
1.
2.
3.
4.
5.
6.
STRAW BALE NOTES:-
BATTERDIRECTIONOF FLOW
TYPICAL STRAW BALE LAYOUT PLAN
STRAW BALES TIGHTLY ABUTTING TOGETHER.
NTS
FLOW
(GRASSED AREA)
STAKED AND ENTRENCHEDSTRAW BALE - 2 STAKES PER BALE
TYPICAL STRAW BALE SECTIONNTS
600 100mm IN SOFT GROUND
UNDISTURBED AREA
FILTEREDZONE BUFFER ZONE
STAKES DRIVEN INTO
TYPICAL STRAW BALE DETAILNTS
THE GROUND WITH FIRSTSTAKE ANGLED TOWARDSPREVIOUSLY LAID BALE
STAPLES
UNDISTURBED AREA
SEDIMENT CONTROL FENCE
0.2m
DIRECTION OFFLOW
0.6m MAX
DISTURBEDAREA
WIRE OR STEEL MESH 3m MAX
TO EXISTING CHAINWIRE
POSTS DRIVEN 0.6m
DETAIL OF OVERLAP
ALTERNATIVELY ATTACHINTO THE GROUND OR
GEOTEXTILE FILTERFABRIC
NTS
BURY GEOTEXTILE FABRIC200mm INTO SOFT GROUND.
500m
m
300m
m
SEDIMENT FENCE DETAIL FOR ROCKY GROUND500mm
NTS
UNDISTURBED GROUND
500m
m
FALL
FALL
STAKE
AGGREGATE
FILTER
BACKING(OR EQUIVALENT)REINFORCEMENT
(MIN 20mm NOM. DIA)
REINFORCEMENT BACKING)
AGGREGATE
FABRIC FILTER (SECURE TO
REINFORCEMENT BACKING
CONSTRUCT SEDIMENT FENCE AS CLOSE AS POSSIBLE TO PARALLEL TO THECONTOURS OF THE SITE OR AT THE TOE OF A SLOPE.
DRIVE 1.5 METRE LONG STAR PICKETS INTO GROUND SUFFICIENT TO PROVIDERIGID SUPPORT, 3 METERS APART. WHERE THERE IS INSUFFICIENT SOIL DEPTHOVER ROCK, HOLES ARE TO BE DRILLED INTO ROCK TO ACCEPT THE STARPICKETS.
ON SOFT GROUND MATERIALS, DIG A 150mm DEEP TRENCH ALONG THE UPSLOPELINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC TO BE ENTRENCHED.
BACKFILL TRENCH OVER BASE OF FABRIC & COMPACT.
FIX SELF-SUPPORTING GEOTEXTILE TO UPSLOPE SIDE OF POSTS WITH WIRETIES OR AS RECOMMENDED BY THE GEOTEXTILE MANUFACTURER. USE AREINFORCEMENT BACKING WITH NON SELF-SUPPORTING GEOTEXTILE FABRIC.
JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP.
ON HARD OR ROCKY GROUND, SMOOTH A 500mm WIDE STRIP UPSLOPE OF THEFENCE LINE. TURN THE BOTTOM 500mm OF THE FABRIC UPSLOPE AND ANCHORIN PLACE WITH SUITABLE AGGREGATE.
WHERE A SEDIMENT FENCE IS CONSTRUCTED DOWN SLOPE FROM A DISTURBEDBATTER THE FENCE SHOULD BE LOCATED 1.5 TO 2.0 METERS DOWN SLOPE FROMTHE TOE OF THE BATTER.
1.
2.
3.
4.
5.
6.
7.
8.
SEDIMENT FENCE NOTES:-
UNDISTURBED AREA
OF FLOWDIRECTION
DIRECTIONOF FLOW
DISTURBED AREA
AT 3m CENTERS MAX1.5m STAR PICKETS
1.5m STAR PICKETSAT 3m CENTERS MAX
SEDIMENT FENCE LAYOUT PLANNTS
RUNOFF WATERWITH SEDIMENT
BURIED FABRIC
GEOTEXTILE FILTER FABRIC DROP INLET
DROP INLETWITH GRATE
SEDIMENT TRAP
WATERFILTERED
NTS
GEOTEXTILE FILTER
STAKESFILTER FABRIC
GEOTEXTILE STAKES
FABRIC
SECTION
HESSIAN BAG FILLED WITH40mm NOM BLUE METALDROP INLET WITH GRATE
N.T.S.
HESSIAN BAG DROP INLET
DROP INLET WITH GRATE40mm NOM BLUE METALHESSIAN BAG FILLED WITH
PLAN
SEDIMENT TRAP
FLOWREFER TO NOTE 6 & 7
GEOTEXTILE FILTER BAGS
SEDIMENT BARRIER FOR PITS & PIPES, NOTES:-SLEEVES ARE TO BE MADE FROM GEOTEXTILE FABRIC LONGER THENTHE LENGTH OF THE INLET PIT.
FILL SLEEVE WITH 5 OR 10mm CLEAN GRAVEL.
PLACE THE SLEEVE AT THE OPENING OF THE KERB INLET LEAVING A100mm GAP TO ACT AS AN EMERGENCY OVERFLOW.
SLEEVE MUST BE PLACED AGAINST THE KERB TO PREVENT BYPASS.
FIT SLEEVE TO ALL INLETS DOWNSTREAM OF THE WORKS.
FOR DRAINAGE WORKS FIT GEOTEXTILE FABRIC OR GEO BAGS TOUPSTREAM FACE OF ALL OPEN PIPES.
MAINTAIN AN OPENING AT THE TOP OF THE PIPE OF 1/3 OF THE PIPEDIAMETER.
THE FILTERS ARE TO BE CLEANED AND MAINTAINED DAILY.
ALL CARE SHOULD BE TAKEN TO MINIMIZE SEDIMENT REACHING THESTORMWATER SYSTEM BY MINIMIZING EXCAVATION WORKS ANDPREVENTING EXCESS WATER FLOW THROUGH WORKS.
REFER TO NOTE 4
SPACER TO SUIT(BRICK OR TIMBER) PLAN
REFER TO NOTE 3
FLOW
REFER TO NOTE 4
SEDIMENT TRAP
NEW/EXISTING GRATED KERB ENTRY PITSEDIMENT CONTROL BARRIER
NTS
ROAD SURFACE
GRATED INLET
FLOW
GEOTEXTILE FILTER BAGSHESSIAN SAND BAGS OR
STORMWATER FLOWDIRECTION OF
KERB ENTRY LINTEL
GUTTER LIP
BLUE METAL FILLED
ACCUMULATED SILT & SEDIMENT MUST BE REMOVED AT REGULARINTERVALS AND AFTER EACH MAJOR STORM.
SILT & SEDIMENT MUST BE REMOVED FROM OFF THE SITE OR TO ACOUNCIL APPROVED LOCATION WITHIN THE SITE, WHERE IT WILLNOT ERODE.
THE SEDIMENT FENCES, BALES & TRAPS SHALL BE REGULARLYINSPECTED, ESPECIALLY AFTER RAIN AND KEPT IN GOOD REPAIRAND FUNCTIONING CONDITION AT ALL TIMES.
CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH AMANNER THAT SEDIMENT, EROSION & WATER POLLUTION SHALLBE MINIMIZED.
THE SEDIMENT TRAPS SHALL BE REMOVED AND THE AREASTABILIZED WHEN THE CONSTRUCTION AREA HAS BEENPROPERLY STABILIZED.
MAINTENANCE REQUIREMENTS:-
SITE ENTRY/EXIT NOTES:-ALL VEHICLE ENTRANCES & EXITS TO THE CONSTRUCTION SITE MUSTBE STABILIZED TO PREVENT THEM BECOMING A SOURCE OF SEDIMENT,BY PROVIDING A VEHICLE SHAKE AREA. THIS MAY CONSIST OF ATIMBER, CONCRETE OR STEEL SHAKER GRID OR RUBBLE AREA.
THE VEHICLE EXIT AREA IS TO BE MAINTAINED IN A CLEAN &SERVICEABLE CONDITION DURING THE TOTAL TIME OF USAGE.
ANY UNSEALED ROAD BETWEEN THE DEVICE AND COUNCILS ROADWAYIS TO BE TOPPED WITH 100mm THICK, 40mm NOMINAL SIZEAGGREGATE.
PUBLIC ROADS MUST BE KEPT FREE OF DIRT AND MUD. SEDIMENTTRACKED ONTO THE PUBLIC ROADWAY BY VEHICLES LEAVING THECONSTRUCTION SITE IS TO BE SWEPT UP IMMEDIATELY.
FENCES SHOULD BE ERECTED TO ENSURE VEHICLES CAN NOT BYPASSTHE STABILIZED ACCESS POINTS, UNLESS COMING FROM A STABILIZEDAREA.
STABILIZED CONSTRUCTION SITE
MIN WIDTH 3m
EXISTING ROADWAY
TIMBER SLATS OR METAL GRILLE100mm HIGH SPACED 200mm APART
BERM 0.3m MIN HIGH
DIRECTED TO SEDIMENT TRAPRUNOFF FROM PAD
FABRICGEOTEXTILE 0.2
m
50-75mmGRAVEL
CONSTRUCTION SITE
MIN LENGTH 15m
STRAW BALE CHECK DAM DETAILS
100mm TO 200mmBALES EMBEDDED
NTS
FLOW
SPACING
FLOW
NATURAL TERRAINBERM OR
OR 1.2m STAR PICKETS50x50x900mm STAKES
CHECK DAM SECTION
VIEW OF CHECK DAM
CHECK DAM PLAN
CHECK DAM SPACING TABLELONGITUDINAL
GRADE (%)SPACING(METERS)
0 - 55 -10
10 - 15GREATERTHAN 15
40302010
100mm INTO GROUNDEMBED BALES
SEE TABLE
KERB
300m
m MI
N.
ALL BATTER GRADES
DIVERSION DRAIN (LOW FLOW)NTS
1% TO 5%GRADIENT OF DRAIN
CAN BE CONSTRUCTED WITHOR WITHOUT CHANNEL
1(V) : 2(H) MAX.
2500mm MIN.
300m
m MI
N.
DIVERSION DRAIN NOTES:-CONSTRUCT WITH GRADIENT OF 1 PER CENT TO 5 PER CENT.
AVOID REMOVING TREES AND SHRUBS IF POSSIBLE.
DRAINS TO BE OF CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSSSECTION NOT V-SHAPED.
EARTH BANKS TO BE ADEQUATELY COMPACTED IN ORDER TOPREVENT FAILURE.
PERMANENT OR TEMPORARY STABILIZATION OF THE EARTH BANKTO BE COMPLETED WITHIN 10 DAYS OF CONSTRUCTION.
ALL OUTLETS FROM DISTURBED LANDS ARE TO FEED INTO ASEDIMENT BASIN OR SIMILAR.
DISCHARGE RUN OFF COLLECTED FROM UNDISTURBED LANDS ONTOEITHER A STABILIZED OR AN UNDISTURBED DISPOSAL SITE WITHINTHE SAME SUBCATCHMENT AREA FROM WHICH THE WATERORIGINATED.
COMPACT BANK WITH A SUITABLE IMPLEMENT IN SITUATIONSWHERE THEY ARE REQUIRED TO FUNCTION FOR MORE THAN FIVEDAYS.
EARTH BANKS TO BE FREE OF PROJECTIONS OR OTHERIRREGULARITIES THAT WILL IMPEDE NORMAL FLOW.
UNDISTURBED AREA
DISTURBED AREA
EXCAVATED SEDIMENT TRAP NOTES:-
FLOW
FLOW
FLOW
FLOW
EXCAVATE AROUND DROPINLET TO PROVIDESETTLEMENT POND
EXCAVATED SEDIMENT TRAPNTS
GEOTEXTILEFABRIC
100mm SQ HARDWOOD BEAMS,SPACED 200mm APART(3000-3500mm LONG)
GALVANIZED HEAVY STEEL STRAPS (50x3mm)FIXED TO EACH HARDWOOD BEAM, STRAPSSPACED 1000mm APART &250mm FROM EDGE.
75mm STEEL SPIKES(PRE-DRILL HOLES)
COMPACTED SUBGRADE
STRIP TOP SOIL & LEVEL SITE. PROVIDE CATCH DRAIN AT SIDES TODIRECT RUNOFF WATER TO SEDIMENT TRAPS.
COMPACT SUBGRADE AND REMOVE ANY HIGH POINTS.
COVER AREA WITH GEOTEXTILE FABRIC. THIS MAY BE WOVEN ORNEEDLE PUNCHED PRODUCT WITH A MINIMUM CBR BURSTSTRENGTH (AS3706.4-90) OF 2500 N.
CONSTRUCT 200mm THICK RUBBLE PAD OVER GEOTEXTILE USINGROAD BASE OR 30-40mm AGGREGATE. MINIMUM LENGTH 15 METRESOR TO BUILDING ALIGNMENT. MINIMUM WIDTH 3 METRES.CONSTRUCT 300mm HIGH HUMP IMMEDIATELY WITHIN BOUNDARY TODIVERT WATER TO A SEDIMENT TRAP.
WHERE GRIDS ARE USED FIRST CONSTRUCT A 150 THICK PAD OVERGEOTEXTILE FABRIC. LEVEL THIS IN BOTH DIRECTIONS. LOWER GRIDON TO THE PREPARED BASE AND ENSURE THAT NO PART IS SITTINGON ANY HIGH POINTS. BACKFILL THE SPACES BETWEEN THE GRIDSTO WITHIN 50mm OF THE TOP.
PROVIDE RAMPS AT ENDS AND SIDE OF GRIDS. IF DEPRESSIONSOCCUR IN THE RAMPS DURING USE. ADD ADDITIONAL MATERIAL.
SITE ENTRY/EXIT CONSTRUCTION NOTES:-
200
50
VEHICLE SHAKER GRIDNTS
NTS
VEHICLE ENTRY/EXITNTS
OF BAIL
A1SHEET SIZE:
Xrefs
: X-5
3200
04-T
B_A1
H_DA
Plot
Date:
05.12
.2017
@13
:58:30
Lo
gin N
ame:
lsing
h
Cad
File
: T:\5
3200
04\D
rawi
ngs\A
utoCA
D\Ci
vil\D
esign
\Civi
l 2D\
Towe
r B D
evelo
pmen
t App
licati
on\53
2000
4-W
S+P-
CS-D
D-02
00 -
C2.02
Sed
imen
t and
Ero
sion C
ontro
l Deta
ils.dw
g
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
RL 77.050
-15.0
-15.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-5.0
-5.0
-5.0
-5.0
-5.0-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0 -5.0
-5.0
-5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5.0
5.0
5.0
5.0
5.0
5.0
-14
.0
-14.0
-13.0
-13.0
-12.0
-12.0-12
.0
-12.0
-11.0
-11.0
-11.0
-11.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0 -8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-7.0
-7.0
-7.0
-7.0
-7.0-7.0-7.
0
-7.0
-7.0 -7.0
-7.0
-7.0
-7.0
-7.0
-7.0
-6.0
-6.0
-6.0
-6.0
-6.0-6.0
-6.0
-6.0
-6.0 -6.0
-6.0
-6.0
-6.0
-6.0-6.0
-6.0
-6.0
-6.0-6.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0 -4.0
-4.0
-4.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0 -3.0
-3.0
-3.0
-3.0
-3.0
-2.0
-2.0-2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-2.0 -2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-1.0
-1.0-1.0
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0 -1.0
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
4.0
4.0
4.0
4.0
4.0
4.0
6.0
6.0
7.0
7.0
8.0
8.0
91.75
91.75
CUT 14562 m³FILL 7755 m³NET 6807 m³ (CUT TO SPOIL)NOTE:ALLOW A +/-15% TOLERANCEFOR THESE VOLUMES
CONTRACTOR TO CONFIRM BULK EARTHWORKSVOLUMES AND LEVELS BASED ON THEIR OWNASSUMPTIONS AND CALCULATIONS. ALL TEMPORARYCONSTRUCTION BATTERS TO BE AT A MAX. SLOPE OF1:1.STRUCTURAL PAVEMENT IS ASSUMED TO BE 300mm.VOLUMES FROM PIPE TRENCH EXCAVATIONS HAVE NOTBEEN INCLUDED IN THESE CALCULATIONS.
BASEMENT 4FFL83.05BE82.75
BASEMENT 2FFL89.05BE88.75
DOCK LEVELFFL92.05BE91.75
SHORING REQUIRED FROMBASEMENT LEVEL 6 UP TOBASEMENT LEVEL 2 AT BE 88.75
RETAINING WALL FROMBASEMENT LEVEL 5 TO 4
HATCHED AREA MAY REMAIN ASVOID (BULK EARTHWORKSVOLUMES ASSUMES FILL IN THESEAREAS)
TEMPORARY BATTER 1 in 1 (TYPICAL)
SHORING REQUIRED FROMBASEMENT LEVEL 2 TOBASEMENT LEVEL 1
RETAINING WALL FROMBASEMENT LEVEL 2 TO 1
DOCK LEVELFFL92.05BE91.75
DOCK LEVELFFL92.05BE91.75
BASEMENT 5FFL80.05BE79.75
BASEMENT 5FFL80.05BE79.75
Levels Table
No.
1
2
3
4
5
6
From Depth
-19.070
-8.000
-4.000
0.000
4.000
8.000
To Depth
-8.000
-4.000
0.000
4.000
8.000
14.840
Colour Depth Range Volume
1155.30m³
4710.49m³
8685.26m³
6809.64m³
760.30m³
222.15m³
124/08/17
C3.01J.W.J.W.1:200 @ A1
BULK EARTHWORKSCUT & FILL PLAN
NORTH SHOREHEALTH HUB 5320004
M.C. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
A1SHEET SIZE:
Xref
s: X
-532
0004
-ARC
H_B3
; X-5
3200
04-A
RCH_
B4; X
-532
0004
-ARC
H_B6
; X-5
3200
04-S
U_Bo
unda
ry; X
-532
0004
-ARC
H_B2
; X-5
3200
04-A
RCH_
B1; X
-532
0004
-SU_
grou
nd; X
-532
0004
-TB-
A1H
Plot
Dat
e: 0
5.12
.201
7@13
:56:
07
Log
in N
ame:
Jwa
ng
C
ad F
ile: \
\DC0
1.W
SP.L
OCA
L\dr
awin
gs\5
3200
04\D
rawi
ngs\
Auto
CAD\
Civil
\Des
ign\
Civil
3D\
DA\5
3200
04-W
S+P-
C3D_
DS.d
wg
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTISSUE DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTISSUE DATE
Plot Date
NORTH
RL 77.050
1:3.6
1:2.9
1:1.0
1:1.0
1:1.0
1:1.0
1:1.0
1:1.0
1:1.0
1:1.0
1:1.0 1:
1.0
1:1.0
1:1.5
1:1.3
1:1.0
1:1.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
85.0
85.0
85.0
90.0 90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
95.095.0 95.0
95.0
95.0
81.0
81.0
81.0
81.0
81.0
81.0
81.0
82.0
82.0
82.0
82.0
82.0
82.0
82.0
83.0
83.0
83.0
84.0
84.0
84.0
86.0
86.0
86.0
87.0
87.0
87.0
88.0
88.0
88.0
89.0
89.0
89.08
9.0
89.0
89.0
89.0
89.0
89.0
91.0
91.0
91.0
91.0
91.0 91.0
91.0
91.0
91.0
91.0
91.0
92.0
92.0
92.0
92.0
92.0
93.0 93.0 93.0
93.0
93.0
93.0
93.0
94.094.0 94.0
94.0
94.0
94.0
96.096.0 96.0
96.0
96.0
97.0 97.0
91.75
91.75
BE 88.750
BE 91.750
BE 91.750
BE 82.750
BE 79.750BE 79.750
BE 79.750
BE 79.750
BE 79.750
BE 91.750
1:1.0
BASEMENT 4FFL83.05BE82.75
BE 82.750
BE 82.750
BE 82.750
BASEMENT 2FFL89.05BE88.75
BE 88.750
BE 88.750
BE 88.750 BE 88.750
1:1.0
DOCK LEVELFFL92.05BE91.75
BE 91.750
BE 91.750
BE 91.750
BE 91.750
BE 91.750 BE 91.750
BE 79.750
BE 79.750
BE 79.750
BE 79.750
BE 79.750
BE 91.750
BE 91.750
BE 91.750 BE 91.750
1:1.3
BE 91.750
BE 91.745
SHORING REQUIRED FROMBASEMENT LEVEL 6 UP TOBASEMENT LEVEL 2 AT BE 88.75
RETAINING WALL FROMBASEMENT LEVEL 5 TO 4
HATCHED AREA MAY REMAIN ASVOID (BULK EARTHWORKSVOLUMES ASSUMES FILL IN THESEAREAS)
TEMPORARY BATTER 1 in 1 (TYPICAL)
SHORING REQUIRED FROMBASEMENT LEVEL 2 TOBASEMENT LEVEL 1
BE 79.750 BE 79.750
BE 79.750
BE 79.750BE 79.750
BE 79.750
RETAINING WALL FROMBASEMENT LEVEL 2 TO 1
DOCK LEVELFFL92.05BE91.75
DOCK LEVELFFL92.05BE91.75
BASEMENT 5FFL80.05BE79.75
BASEMENT 5FFL80.05BE79.75
BE 76.830
NORTH 1AUGUST 2017
C3.02J.W.J.W.AS SHOWN
BULK EARTHWORKS PLAN
NORTH SHOREHEALTH HUB 5320004
M.C. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
A1SHEET SIZE:
Xref
s: X
-532
0004
-ARC
H_B3
; X-5
3200
04-A
RCH_
B4; X
-532
0004
-ARC
H_B6
; X-5
3200
04-S
U_Bo
unda
ry; X
-532
0004
-ARC
H_B2
; X-5
3200
04-A
RCH_
B1; X
-532
0004
-SU_
grou
nd; X
-532
0004
-TB-
A1H
Plot
Dat
e: 0
5.12
.201
7@13
:56:
45
Log
in N
ame:
Jwa
ng
C
ad F
ile: \
\DC0
1.W
SP.L
OCA
L\dr
awin
gs\5
3200
04\D
rawi
ngs\
Auto
CAD\
Civil
\Des
ign\
Civil
3D\
DA\5
3200
04-W
S+P-
C3D_
DS.d
wg
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTISSUE DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTISSUE DATE
Plot Date
02.5
SCALE 1:200
10.0m2.5 5.0 7.5
SHEETA1PLAN
PIT 5/1
900SQ STW PIT
CLASS C COVER
RL : 75.57
I.L in : 74.14
I.L out : 74.11
CONNECTION TO BE MADE TO COUNCIL
STORMWATER PIT AT IL 74.09.
PIT 4/1
900SQ STW PIT
CLASS C COVER
RL : 75.75
I.L in : 74.30
I.L out : 74.27
PIT 3/1
900SQ STW PIT
CLASS C COVER
RL : 75.64
I.L in : 74.59
I.L out : 74.44
LOT 2
LEGEND
1m WIDE SWALE
GRATED INLET PIT
PROPOSED STORMWATER PIPE
JUNCTION PIT
EXISTING STORMWATER PIPE
DIAMETER AND DIRECTION OF FLOW
PROPOSED STORMWATER PIPE
DIAMETER AND DIRECTION OF FLOW
EXISTING STORMWATER PIPE
2.5m WIDE STORMWATER EASEMENT
NOTE:
1. A MINIMUM CLEARANCE OF 300mm IS TO BE PROVIDED BETWEEN
THE PROPERTY BOUNDARY AND THE PROPOSED STORMWATER PITS
WHICH DRAIN THROUGH LOT 2.
2. THE INTER-ALLOTMENT DRAINAGE HAS BEEN DESIGNED TO CATER
FOR THE UNCONTROLLED RUNOFF EMANATING FROM THE 1% AEP
STORM EVENT FOR LOT 1.
3. THE EXISTING STORMWATER SYSTEM IN LOT 2 IS TO BE RETAINED
AND SHALL REMAIN INDEPENDENT OF THE PROPOSED
INTER-ALLOTMENT DRAINAGE.
OSD TANK
VOL = 237.6m³
PIT 2/1
900SQ STW PIT
CLASS C COVER
RL : 77.01
I.L in : 75.66
I.L out : 74.77
x1 300Ø @ I.L 77.78 &
x1 300Ø @ I.L 79.00
PIT 1/1
1200SQ STW PIT
CLASS D COVER
RL : 80.05
I.L in : 77.76 (OSD OUTLET)
I.L in : 78.98 (OSD OVERFLOW)
I.L out : 76.36
LOT 1
0 10.0m5.0
SCALE 1:250
2.55.0 7.5
SHEETA1PLAN
NORTH
1
DEC 2017
C4.01
L.Si.S.E.AS SHOWN
STORMWATER LAYOUT PLAN
NORTH SHORE
HEALTH HUB
A1SHEET SIZE:
Xrefs
: X-5
3200
04-S
U_Bo
unda
ry; X
-532
0004
-SU_
grou
nd; X
-532
0004
-SW
_Lay
out; X
-532
0004
-AR_
LG3;
X-53
2000
4-TB
_A1H
_DA;
X-5
3200
04-A
RCH_
B5Pl
ot Da
te: 05
.12.20
17@
13:59
:03
Login
Nam
e: lsi
ngh
C
ad F
ile: T
:\532
0004
\Dra
wing
s\Auto
CAD\
Civil
\Des
ign\C
ivil 2
D\To
wer B
Dev
elopm
ent A
pplic
ation
\5320
004-
WS+
P-CS
-DD-
0400
- C4
.01 S
tormw
ater L
ayou
t Plan
.dwg
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
150
150
WID
TH T
OSU
IT F
RAME
150
MIN
WIDTH TOSUIT FRAME
150 150
50 F
ALL M
IN 400 L
APTY
P
PLAN
SCALE 1:20
SURFACE INLET / JUNCTION PIT
70MIN
DEPT
H AS
REQ
UIRE
D (3
000 M
AX)
150
MORTAR BED
MASS CONCRETE BENCHING
PROVIDE 50 FALL ACROSS PIT
N12 AT 200
BOTH WAYS
CENTRAL
PROVIDE 3.0m LENGTH OF Ø100 SUBSOIL
WRAPPED IN GEOFABRIC SOCK TO ALL
INCOMING LINES
FLOW
REFER TO DETAIL 'E'
COVER (WITH SUITABLE LIFTING HOLES)
OR GRATE AND FRAME AS SPECIFIED.
REFER TO STORMWATER PLAN
1
-
SETOUT POINTS
DETAIL
SCALE 1:20
1
-
PROVIDE STEP IRONS
IF PIT DEEPER THAN
1200 (REFER DETAIL)
300
O.D.
100 0.3xO.D.
TRENCH WIDTH= O.D. + 300min SURFACE LEVEL.
BACKFILL.
OVERLAY ZONE.COMPACTED ORDINARYFILL (MAX. 75mm).
HAUNCH ZONE. COMPACTEDSELECTED FILL (NOMINAL10mm AGGREGATE).
BED ZONE. SELECT FILL(NOMINAL 10mm AGGREGATE).
REINFORCED CONCRETE PIPE(OUTSIDE DIAMETER = O.D.).
TYPICAL PIPE TRENCH
NOT TO SCALE
NOTES:1. TRENCH WIDTH MAY NEED TO BE INCREASED
SUBJECT TO ACHIEVING ADEQUATE COMPACTION.2. MINIMUM PIPE COVER NOT UNDER ROADS = 300mm
UNO.3. THE CONTRACTOR SHALL ENSURE THAT THE
SHOREING OF TRENCHES IS INSTALLED ASREQUIRED BY STATUTORY REQUIREMENTS.
4. ENSURE BACKFILLING COMPACTION MEETS THEFOLLOWING STANDARDS;
A) TRENCHES UNDER PAVED AREAS & BUILDINGS -100% SMDD.
B) TRENCHES NOT UNDER PAVEMENTS - 90% SMDD.
GENERAL AREAS
Ø20 GALVANISED
MILD STEEL
PLAN
FRONT ELEVATIONSIDE ELEVATION
230
STEP IRON DETAIL
SCALE 1:5
35
125105
ELEVATION
TOP OF PIT
225
30
0
PLAN
STEP IRON
PLACEMENT TO PIT WALL
SCALE NTS
PIT WALL
PIT FLOOR
30
03
00
30
0
MIN
0 2000mm1000
SCALE 1:50
5001000 1500
SHEETA1PLAN
200 400
SCALE 1:20
1000mm0 200 600 800
SHEETA1PLAN
1
DEC 2017
C4.02
L.Si.S.E.AS SHOWN
STORMWATER DRAINAGE
DETAILS SHEET 1 OF 2
NORTH SHORE
HEALTH HUB
A1SHEET SIZE:
Xrefs
: X-5
3200
04-T
B_A1
H_DA
Plot
Date:
05.12
.2017
@14
:00:07
Lo
gin N
ame:
lsing
h
Cad
File
: T:\5
3200
04\D
rawi
ngs\A
utoCA
D\Ci
vil\D
esign
\Civi
l 2D\
Towe
r B D
evelo
pmen
t App
licati
on\53
2000
4-W
S+P-
CS-D
D-04
00 -
C4.02
Stor
mwate
r Dra
inage
Deta
ils S
heet
1 of 2
.dwg
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
DRAINAGE LINE 1 LONGTIDINAL SECTION
SCALES: HORIZONTAL 1:500 VERTICAL 1:50
Datum RL 69.000
Chainage
Invert
Surface
1% AEP HGL
0
Pit 1
/1
88
.0
57
7.9
47
76
.6
10
403L/s
450mm
1.00%
76
.3
60
75
.6
60
70
.0
0
Pit 2
/1
77
.0
17
6.1
51
75
.4
90
400L/s
450mm
0.50%
74
.7
70
74
.5
90
10
5.8
6
Pit 3
/1
75
.6
47
5.3
11
75
.0
30
388L/s
600mm
0.20%
74
.4
40
74
.3
00
17
5.8
6
Pit 4
/1
75
.7
57
4.9
00
74
.6
64
383L/s
600mm
0.20%
74
.2
70
74
.1
40
23
9.4
5
Pit5
/1
75
.5
77
4.4
83
74
.4
91
376L/s
600mm
0.24%
74
.1
10
74
.0
90
24
7.6
4
Existin
g C
ou
ncil P
it 3
75
.4
5
74
.2
32
74
.1
99
1059L/s
825mm
1.67%
73
.6
00
73
.5
00
25
3.6
4
Existin
g C
ou
ncil P
it 4
74
.9
27
4.1
96
73
.6
38
1694L/s
825mm
1.33%
73
.5
00
72
.9
00
29
8.8
9
Existin
g C
ou
ncil P
it 5
74
.2
LO
T 1
U
NC
ON
TR
OL
LE
D D
IS
CH
AR
GE
R.L. 80.05
0 20.0m10.05.010.0 15.0
SCALE 1:500 SHEETA1PLAN
0 2000mm1000
SCALE 1:50
5001000 1500
SHEETA1PLAN
1
DEC 2017
C4.03
L.Si.S.E.AS SHOWN
STORMWATER DRAINAGE
DETAILS SHEET 2 OF 2
NORTH SHORE
HEALTH HUB
A1SHEET SIZE:
Xrefs
: X-5
3200
04-D
E_Lo
ngSe
ction
s; X-
5320
004-
TB_A
1H_D
APl
ot Da
te: 05
.12.20
17@
14:00
:38
Login
Nam
e: lsi
ngh
C
ad F
ile: T
:\532
0004
\Dra
wing
s\Auto
CAD\
Civil
\Des
ign\C
ivil 2
D\To
wer B
Dev
elopm
ent A
pplic
ation
\5320
004-
WS+
P-CS
-DD-
0400
- C4
.03 S
tormw
ater D
raina
ge D
etails
She
et 2 o
f 2.dw
g
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
B
STEP IRONS
AT 300 CTS
900 SQ CLASS D GRATE
P
R
O
V
I
D
E
M
I
N
.
1
.
0
%
F
A
L
L
A
C
R
O
S
S
B
A
S
E
O
F
O
S
D
1% FALL
OSD
EFFECTIVE
STORAGE : 237.6m³
300Ø OUTLET MIN
. H
EIG
HT
=
890
18400
2350
200
EF
FE
CT
IV
E D
EP
TH
=
1100
200
12000
3125
1000
12000
18000
200
200
200
12400
14675
3125200
200
200 200
SECTION B
SCALE 1:30
NON RETURN VALVE
27 x STORMWATER 360
PSORB FILTERS
PROVIDE MAXIMESH RH3030
RECTANGULAR TRASH SCREEN
OVER OUTLET PIPE ONLY
SECTION A
SCALE 1:30
ON-SITE DETENTION PLAN
SCALE 1:30
900 SQ CLASS D COVER
SUMP
900 SQ CLASS D GRATE900 SQ CLASS D COVER
900 SQ CLASS D COVER
900 SQ CLASS D GRATE
INLET
INLET
OSD HIGH LEVEL OUTLET
4 x 60mm Ø
WEEPHOLES
600 SQ 200mm DEEP
SEDIMENT TRAP
100mm OF 20mm NOM BLUE
METAL AGGREGATE IN
GEOTEXTILE FABRIC
OSD WEIR WALL
4 x 60mm Ø
WEEPHOLES
600 SQ 200mm DEEP
SEDIMENT TRAP
300 Ø OUTLET
TWL 79.00
RL 80.05RL 80.05
TWL 79.00
I.L 77.78
OSD
EFFECTIVE
STORAGE : 237.6m³
Ø225 STAINLESS
STEEL ORIFICE
PLATE
FALSE FLOOR
PRECAST PIT
BASE
STORMFILTER CARTRIDGE
FILTRATION UNIT
STORMFILTER CARTRIDGE DETAIL
NOT TO SCALE
A
78.02
77.93
77.80
900 SQ CLASS D COVER
77.78
PROVIDE 400x400mm
STAINLESS STEEL
Ø225mm ORIFICE
PLATE TO BE BOLTED
TO TANK WALL.
78.00
77.91
AVG BASE IL 77.90
PROVIDE Ø225mm STAINLESS
STEEL ORIFICE PLATE TO BE
BOLTED TO TANK WALL -
REFER DETAIL.
200
100mm OF 20mm NOM BLUE
METAL AGGREGATE IN
GEOTEXTILE FABRIC
AVG BASE IL 77.90
300Ø OUTLET
300Ø OUTLET
EF
EC
TIV
E D
EP
TH
=
1100
OSD OVERFLOW
OSD OVERFLOW
IL 77.93
1
DEC 2017
C4.04
L.Si.S.E.1:30
ON-SITE DETENTION PLAN AND
DETAILS
NORTH SHORE
HEALTH HUB
A1SHEET SIZE:
Xrefs
: X-5
3200
04-T
B_A1
H_DA
Plot
Date:
05.12
.2017
@14
:12:35
Lo
gin N
ame:
lsing
h
Cad
File
: T:\5
3200
04\D
rawi
ngs\A
utoCA
D\Ci
vil\D
esign
\Civi
l 2D\
Towe
r B D
evelo
pmen
t App
licati
on\53
2000
4-W
S+P-
CS-D
D-04
00 -
C4.04
On-
Site
Deten
tion P
lan an
d Sec
tions
.dwg
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17
UNIT
TYPE
STRUT
TYPE
TOP
TYPE
RING
TYPE
BAG TYPE
(HEIGHT mm)
CAGE TYPE
1-PIECE
(HEIGHT mm)
C5 C C
C3 C C C C3(300)C3(300)
CN/A C5(170)
40mm
40mm
3.5mm
STAINLESS STEEL TUBE
STEEL BAR
Ø 7 STAINLESS
680
730
3mm THICK BLACK PLASTIC
2
7
0
4
0
0
5
0
0
t
o
6
5
0
m
m
385
305
SUPPORT ANGLES
I-PIECE CAGE.
GALVANISED STEEL
C-TYPE UNIT CONFIGURATIONS
30
0m
m
NOTE: UNIT TYPES C5 ARE INSTALLED WITHOUT
ANY CAGES. USE ONLY STRUT, TOP, BAG & RING.
C1(600MM) TO C3 (300MM) CAGES - PLAN
C3 (300MM) CAGES - SECTION
C3(300MM) TO C5 (170MM nom.) BAGS
C-TYPE ALUMINIUM STRUT
C-TYPE RING
C-TYPE TOP
300 to 170m
m
STORMFILTER CHAMBER PLAN LAYOUT
ALTERNATIVE
OUTLET
ALTERNATIVE
INLET
STORMFILTER CHAMBER SECTION
UNDERDRAIN AND FALSE FLOOR
INSTALLED BY SW360
STORMFILTER WALL
CAST IN-SITU
(BY OTHERS)
100mm DIAMETER VOID
TO BE LEFT IN WALL
FOR UNDERDRAIN
INSTALLATION
900 x 900 ACCESS
COVER OVER TOP OF
CARTRIDGE BAY
SUPPLIED BY OTHERS
DETENTION TANK CONSTRUCTED
BY OTHERS ON SITE
STORMFILTER WALL
CAST IN-SITU (BY
OTHERS)
4500 x 3600 x 150 mm DEEP VOID FOR
STORMFILTER FITOUT
DETENTION TANK LID
900 SQUARE ACCESS
COVER SUPPLIED &
INSTALLED BY OTHERS
OUTLET
930
780
O.S.D. STORAGE
O.S.D. STORAGE
4500
36
00
375
450
450
NOT TO SCALE
1
DEC 2017
C4.05
L.Si.S.E.AS SHOWN
TYPICAL STORMWATER360
STANDARD DETAILS
NORTH SHORE
HEALTH HUB
A1SHEET SIZE:
Xrefs
: X-5
3200
04-T
B_A1
H_DA
Plot
Date:
05.12
.2017
@14
:04:33
Lo
gin N
ame:
lsing
h
Cad
File
: T:\5
3200
04\D
rawi
ngs\A
utoCA
D\Ci
vil\D
esign
\Civi
l 2D\
Towe
r B D
evelo
pmen
t App
licati
on\53
2000
4-W
S+P-
CS-D
D-04
00 -
C4.05
Typ
ical S
tormw
ater3
60 S
tanda
rd D
etails
.dwg
DRAWN DESIGNED CHECKED APPROVED
STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT
COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM
ANY WORK.
AMENDMENTREVISION DATE
PROJECT
CLIENT
JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
PREPARED BYAMENDMENTREVISION DATE
DEXUS
NORTH SHORE
HEALTH HUB
5320004
L.Sh. M.C.
DEVELOPMENT APPLICATION
1 DEVELOPMENT APPLICATION 05/12/17