mccarrs creek road cargo wharf
TRANSCRIPT
![Page 1: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/1.jpg)
CLIENT
ARCHITECT
PROJECT MANAGER
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JOB No.
DATE
SCALE
TITLE
DRAWING No. ISSUE
DRAWN DESIGNED CHECKED APPROVED
STATUS
Plot Date
LOCALITY AERIALNOT TO SCALE
SOURCE : GOOGLE MAPS
COVER SHEET
AS SHOWN J.M. J.W.
C1.01NOVEMBER 2018
2
CNR MCCARRS CREEK ANDPITTWATER ROADS, CHURCH POINT
----
----FOR CONSTRUCTION
M.C.P.G.
5325001
MCCARRS CREEK ROADCARGO WHARF
FOR CONSTRUCTION
DRAWING SCHEDULEDRG NO. DRAWING TITLE REV.
C1.01 Cover Sheet 2
C1.02 Specification Notes 2
C1.03 General Arrangement Plan - Sheet 1 of 2 2
C1.04 General Arrangement Plan - Sheet 2 of 2 2
C1.05 Pavement Plan and Details 2
C1.06 Swept Path Analysis - 19.0m AV Parking in the Bay 2
C1.07 Swept Path Analysis - 19.0m AV Entering the Wharf 2
C1.08 Swept Path Analysis - 19.0m AV Exiting the Wharf 2
C1.09 Swept Path Analysis - 12.5m HRV Parking in the Bay 2
C1.10 Swept Path Analysis - 12.5m HRV Entering the Wharf 2
C1.11 Swept Path Analysis - 12.5m HRV Exiting the Wharf 2
C1.12 Traffic Control Devices Plan 2
C1.13 Stormwater Longsection and Details 2
C1.14 Civil Details 1
C5.01 Cargo Wharf Typical Sections 1
C5.02 Road Longsection 1
C5.03 Road Cross Sections 1
PRINT ALL DRAWINGS IN COLOUR
![Page 2: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/2.jpg)
GENERAL
G1. DESIGN HEREIN HAS BEEN PREPARED BY WARREN SMITH AND PARTNERS PTY LTD CONSULTING CIVIL ENGINEERS,LEVEL 9, 233 CASTLEREAGH ST, SYDNEY NSW 2000.TEL:- (02) 9299 1312, FAX:- (02) 9290 1295.
G2. THE DRAWINGS HEREIN SHALL BE READ AS REQUIRED IN CONJUNCTION WITH STRUCTURALENGINEERS DRAWINGS:
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.
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 / REINFORCED CONCRETECLASS 4 WITH RUBBER RINGS FOR PIPE DIA'S GREATERTHAN 225mm. UNO.
C. REINFORCED CONCRETE WHERE REQUIRED BY AS 3500FOR EXCESSIVE DEPTH.
D. INSTALL IN ACCORDANCE WITH AUSTRALIAN STANDARDAS3500 EXCEPT WHERE VARIED BY THE CONTRACTDOCUMENTS.
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 SHALLBE MINIMUM 150mm DIA. UNO.
STW4. STORMWATER PITS ARE AS SHOWN & SPECIFIED ONTHE PLANS . PRECAST TYPE ACCEPTABLE WITH STEPIRONS FOR DEPTH GREATER THAN 1200. BENCH ALL PITSMIN. 50mm & FORM SMOOTH TRANSITION FROM INLET TO OUTLET, ALL INTERNAL PIT DIMENSIONS TOCONFORM TO TABLE 8.2 AS - 3500.3
STW5. 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.
STW6. 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.
STW7. 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:
STW8. 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.
STW9. 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
STW10. MINIMUM DEPTH OF COVER SHALL BE :-- 300mm IN PRIVATE PROPERTY (NON VEHICULARTRAFFIC).- 450mm IN PUBLIC AREAS. - 600mm IN VEHICULAR TRAFFICABLE AREAS(FOOTWAY/ROADWAY)
STW11. BED ALL PIPES FIRMLY AND EVENLY ONTO IMPORTEDBEDDING FILL MATERIAL.
STW12. 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.
STW13. ALLOW TO TEST ALL PIPES AND PITS TOMANUFACTURERS REQUIREMENTS.
CONCRETE WORKSC1. 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 BITUMIOUS 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. 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.
C6. FORMWORK SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH AS3610. FORMWORK SHALL NOT BESTRIPPED NOR PROPS REMOVED WITHOUT APPROVAL.
REINFORCEMENT:
R1. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLYAND IS NOT NECESSARILY SHOWN IN TRUE PROJECTION.
R2. WELDING OR SPLICES IN REINFORCEMENT SHALL BEUSED ONLY IN POSITIONS APPROVED BY THE ENGINEER.
R3. FABRIC LAP DETAILS SHALL BE IN ACCORDANCE WITHFIG.13.2.4 OF AS3600.
R4. HOOKS, LAPS AND BENDS SHALL BE IN ACCORDANCEWITH AS3600 UNO.
R5. ALL CHEMICAL ANCHORS SHALL BE EITHER 'CHEMSET'BY "RAMSET" WITH THE GLASS CAPSULE SYSTEM
INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS %%uOR HILTI HVU
ADHESIVE ANCHOR WITH FOIL CAPSULE SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTION. ALL CHEMICAL ANCHORS SHALL BE HOT DIPPED GALVANIZED AND BEMIN M16 DIA. U.N.O.
GENERAL EARTHWORKS, SITEWORKS & FILLING:
FILLING:
SGE1. THESE CLAUSES SHALL BE READ IN CONJUNCTION WITHTHE JK GEOTECHNICS GEOTECHNICAL REPORT, DATED23 MAY 2016
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 NEAR
VERTICAL.SGE10. GEOTECHNICAL TESTING IS TO BE UNDERTAKEN TO AT
LEAST LEVEL 2 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 ANDADJACENT TO AND BEHIND RETAINING WALLS PROVIDE ONE (1) TEST PER 200mm LAYER, OVER ANAREA 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 2 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 AREAS
RESTORE DISTURBED SURFACES TO PRE-EXISTING CONDITIONS AND COMPACT AS SPECIFIED.
RES3. RESTORE ALL AUTHORITY OWNED AREAS TO COUNCILSTANDARDS
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 500m2
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 COUNCILAPPROVAL PRIOR TO CONSTRUCTION. OBTAIN EXPRESS(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 SPECIFICATIONSAND 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. THE SEWERAGE WORKS HAVE BEEN LOCATED TO MINIMISE CLEARING AND DAMAGE TO THE EXISTING FLORA ENVIRONMENT. NO TREES ARE PERMITTED TO BEREMOVED OR DAMAGED UNO. CONSTRUCTION OF THESEWER GRAVITY OR RISING MAIN IN THE VICINITY OFEXISTING TREES SHALL BE HAND EXCAVATED ONLY,ENSURING IRREVERSIBLE DAMAGE OF THE ROOT SYSTEM DOES NOT OCCUR.
3. 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 BYAN APPROVED TREE SURGEON.
4. NO MATURE TREES OR SHRUBS ARE TO BE REMOVEDFOR THE PURPOSES OF THE WORKS WITHOUT PRIORAPPROVAL FROM PITTWATER COUNCIL.
AUTHORITY STANDARDS
LGA 1. THE DRAWINGS HEREIN SHALL BE READ IN CONJUNCTION WITH LOCAL AUTHORITY'S STANDARDS &SPECIFICATIONS WHICH SHALL OVERRIDE SPECIAL DETAILS SHOWN ON THE DRAWINGS.
.
CLOSED CIRCUIT COLOUR TV (CCTV)
CCTV1. UNDERTAKE A CCTV INSPECTION OF ALL THE COMPLETED DRAINAGE IN ACCORDANCE WITH THE GUIDELINES OF THE THE AUSTRALIAN CONDUIT CONDITION EVALUATION MANUAL (ACCEM)
CCTV2. APPLY THE FOLLOWING REQUIREMENTS TO THE CCTVINSPECTION:-A. USE DATA CAPTURE SOFTWARE APPROVED BY
SYDNEY WATER
B. USE CERTIFIED CCTV OPERATORS
C. THE CCTV VIDEOTAPE SHALL BE OF QUALITY TO ALLOW ACCURATE ASSESSMENT OF THE INTERNALCONDITION OF THE PIPE.
CCTV3. FURNISH TO THE DESIGN OF THE CONSULTANT:-A. VIDEOS IN MPG FORMAT FOR VIEWINGB. CCTV REPORT AND SURVEY DATA IN PDF FORMATC. ONE HARD COPY PRINTOUT OF THE SURVEY DATA
PROTECTION OF TREES
T1. WHERE STORMWATER DRAINAGE IS LAID IN THEVICINITY OF TREES / CANOPIES OF TREES, ALLOW THECONSULTANT ARBORIST TO INSPECT PROGRESSIVELYTHE EXCAVATION AND CONSTRUCTION WORKS.
SPECIFICATION NOTES
AS SHOWN J.M. J.W.
C1.02NOVEMBER 2018
2
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PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
2 ISSUE FOR CONSTRUCTION 06/11/18
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33
3334
2xØ4502xØ450
Ø67575
Ø600Ø600Ø600
Ø375Ø375
SSSSSSSS
15.00m
17.50m
15.00m
FOOTPATH
FOOTP
ATH
0.60m1.80m
BOUNDARY
DD
DD
2.95m
1.30m
KO
DD
CT6.635 L10.546
59°46'39"
TC17.182
R-110.000
L48.645
CTP65.827
-0
15
30
45
60
75
HARDWOOD TIMBERSCREEN (BY OTHERS)
PROPOSED FOOTPATHTO TIE INTO EXISTINGBOARDWALK
EXISTING TREESTO BE REMOVED
PROPOSEDFOOTPATH TO TIEINTO EXISTING
PROPOSED STANDARD FOOTPATH.FOOTPATH ALIGNMENT, LEVELS ANDPRAM RAMP REQUIREMENTS TO BECONFIRMED BY LANDSCAPE ARCHITECTDURING POCKET PARK DESIGN.
TRAFFICABLE CONCRETEFOOTPATH. REFER TOC1.05 PAVEMENT PLANFOR DETAILS
TRANSITION FROM KERBONLY (KO) TO NO KERB.TIE INTO FOOTPATH LEVELS.
% FALL
1.0
RL 1.50
RL 1.50
RL 1.425
RL 1.50
% FALL
3.9
RL 1.50
% FALL
1.5
% FALL
1.4
RL 1.86
RL 1.93
% FALL
1.0
% FALL
3.1
% FALL
3.7
22
23
2931
32
30
24
25
26
27
28
R2.60m
R2.00
m
R7.50m
R3.00m
2019
18
17
16
15
1413
12
11
10
9
8
7
6
5
4
3
2
% FALL
3.3
33
S2
S1
RL 1.69
RL 1.69
KO
PK
2.0m TRANSITION FROM K.O.TO EK1 (ELSHOLZ KERB) -REFER DRG C4.11 ON STAGE 1DRAWINGS FOR DETAILS)
1 in 4 BATTER
KO
KO
BC1.05
AC1.05
CC1.13
TRANSITION FROM KERBONLY (KO) TO NO KERB.TIE INTO FOOTPATH LEVELS.
1.80m
SW
SW
GD
DDSW
SW
SW
18
Ø225
300 x 300 CAST IN-SITUPIT WITH Ø150mmOUTLET TO GPT.IL 1.12
13.20m LONG x 0.3m WIDE GRATEDTRENCH DRAIN WITH CLASS DCAST IRON GRATE. CHANNELINVERT GRADED AT 0.5%.
STORMWATER PITCONSTRUCTED AS PART OFSTAGE 1 WORKS.RL 1.73ILin 0.52 (LINE 3 EXISTING)ILin 0.52 (LINE 7 EXISTING)ILin 0.52 (LINE 8 PROPOSED)ILout 0.49 (EXISTING)
FLUSHING POINT 250x200mmCAST IRON BOX MARKED STWIN 60mm LETTERING. REFER TODRAWING C1.13 FOR DETAIL.
GPT - ECOSOL STORM PIT 15L (CLASS 1)WITH CLASS D GRATE (900x900mm).1200 x 900 x 1050 DEEP.ILin 1.10ILout 0.75
Ø150
Ø225
CONNECT PROPOSED Ø225mmINTO EXISTING PIT 5/3. HOLECORED IN PIT WALL SHALL BEMADE WATERTIGHT WITH ANEPOXY-BASED SEALANT INACCORDANCE WITH AS3500.3.
STORMWATER PIT0.9m x 0.6m CLASS D V-GRATERL 1.696ILout 0.639
INSTALL 0.9m x 0.45m CLASS DGRATE WITH 1.8m LINTELRL 1.769ILin 0.620ILout 0.594
2.50m
TIE IN TO STAGE 1 WORKS.
LEGEND
DD
DIRECTION AND GRADE OF FALL
GDGRATED TRENCH DRAIN
CONCRETE DISH DRAIN
RL 10.0 FINISHED LEVEL
FINISHED CONTOUR
EXISTING CONTOUR
KO KERB ONLY
13 SETOUT POINTREFER DRG C1.04 FOR SETOUT TABLE
KO
% FALLXX
SCALE 1:100
5.0m1.0 2.0 3.0 4.0
SHEET
1.0 0
A1PLAN
NORTH
GENERAL ARRANGEMENTPLAN - SHEET 1 OF 2
AS SHOWN J.M. J.W.
C1.03NOVEMBER 2018
2FOR CONSTRUCTION
M.C.P.G.
5325001
ISSU
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R C
ON
STR
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Gen
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DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
1 100% DETAILED DESIGN 02/10/18
2 ISSUE FOR CONSTRUCTION 05/11/18
![Page 4: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/4.jpg)
2B7055
93800
FOOTPATH
DD
2.95m
1.30m
KO
DD
R-200.000
L50.227
CT6.635 L10.546
59°46'39"
TC17.182
-30
-15
-0
15
EXISTING TREESTO BE REMOVED
PROPOSEDFOOTPATH TO TIEINTO EXISTING
TRANSITION FROM KERBONLY (KO) TO NO KERB.TIE INTO FOOTPATH LEVELS.
R
% FALL
1.5
R2.60m
R7.50m
R3.00m
15
1413
12
11
10
9
8
7
6
5
4
3
2
% FALL
3.3
RL 1.69
RL 1.69
PK
PK
CONTRACTOR TO ENSUREEXISTING DRAINAGESWALE TO BE REINSTATED.
REFER TO DWG C4.14FOR KERB & GUTTERBLOCKOUT DETAIL.
1 in 4 BATTER
KO STORM0.9m x RL 1ILout 0
TRANSITION FROM KERBUPSTAND TO TIE INTOEXISTING LEVELS.
LEGEND
13 SETOUT POINTREFER TABLE ABOVE FOR SETOUT DETAILS
DD
DIRECTION AND GRADE OF FALL
GDGRATED TRENCH DRAIN
CONCRETE DISH DRAIN
RL 10.0 FINISHED LEVEL
FINISHED CONTOUR
EXISTING CONTOUR
KO KERB ONLYKO
% FALLXX
SETOUT POINTREFERENCE
No. EASTING NORTHING
22 340680.525 6275833.882
23 340693.073 6275842.101
24 340700.920 6275829.668
25 340701.946 6275828.100
26 340702.973 6275826.532
27 340704.000 6275824.965
28 340705.027 6275823.397
29 340705.934 6275822.007
30 340707.986 6275820.916
31 340709.375 6275821.720
32 340709.890 6275822.267
LEVEL(m)
1.500
1.500
1.500
1.571
1.642
1.713
1.784
1.854
1.897
1.939
1.954
2 340672.857 6275796.102 1.814
3 340673.52 6275797.988 1.855
4 340674.669 6275799.58 1.896
5 340676.414 6275800.558 1.893
6 340678.167 6275801.519 1.875
7 340679.921 6275802.48 1.857
8 340681.524 6275803.669 1.845
9 340683.08 6275804.925 1.836
10 340684.636 6275806.182 1.827
11 340686.192 6275807.438 1.818
12 340687.748 6275808.695 1.809
13 340688.533 6275809.328 1.804
14 340689.261 6275810.001 1.8
15 340690.429 6275811.617 1.747
16 340691.13 6275813.483 1.688
17 340691.314 6275815.469 1.629
18 340690.969 6275817.433 1.571
19 340690.118 6275819.236 1.512
20 340690.095 6275819.272 1.511
33 340711.234 6275823.748 2.040
S1 340698.960 6275833.116
S2 340705.234 6275823.533
KERB ONLY SETOUTPOINT DETAIL
N.T.S
KERB SETOUT POINT
SCALE 1:100
5.0m1.0 2.0 3.0 4.0
SHEET
1.0 0
A1PLAN
A1
Xref
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Gen
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Arra
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lan.
dwg
DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
GENERAL ARRANGEMENTPLAN - SHEET 2 OF 2
AS SHOWN J.M. J.W.
C1.04NOVEMBER 2018
2FOR CONSTRUCTION
M.C.P.G.
5325001
ISSU
E FO
R C
ON
STR
UC
TIO
N
1 100% DETAILED DESIGN 02/10/18
NORTH
2 ISSUE FOR CONSTRUCTION 05/11/18
![Page 5: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/5.jpg)
MTE
MTE
MTE
MTE
MTE
MTE
MTE
MTE
MTE
MTE
MTE
MTE
STANDARD CONCRETEFOOTPATH DETAIL. REFERTO COUNCIL PLAN No. 10536.
STANDARD CONCRETEFOOTPATH DETAIL. REFERTO COUNCIL PLAN No. 10536.
REFER TO STRUCTURALDRAWINGS FOR CARGOWHARF SLAB DETAILS.
REFER TO DETAIL 2 FORPAVEMENT INTERFACE.
CONCRETE TO BE COLOUREDTO LANDSCAPE ARCHITECTSSPECIFICATION, IF REQUIRED.
SJ
SJ
SJ
SJ
DEJ
DEJ
LEGEND
PAVEMENT TYPE 1FLEXIBLE AC PAVEMENT
AC CONNECTION INTO EXISTINGPAVEMENT
PAVEMENT TYPE 2TRAFFICABLE CONCRETE FOOTPATH
CONCRETE SLAB
PAVEMENT RESHEETING
PAVEMENT TYPE 1UNBOUND FLEXIBLE
SUBGRADE COMPACTEDTO 98% SMDDCBR ≥ 10%
300mm THICK FINE CRUSHED ROCKDGB20 IN TWO LAYERS TO 100%STANDARD COMPACTION DENSITY
SCALE 1:10
40mm THICK SIZE 10 DENSE GRADEDASPHALT (A15E BINDER) AC10
SIZE 7mm SINGLE COATAMC7 C170 PRIMER SEAL
PAVEMENT TYPE 2CONCRETE - TRAFFICABLE FOOTPATH
SCALE 1:10
170mm THICK CLASS 32MPaCONCRETE WITH SL82 MESHWITH MIN. 40mm COVER
SUBGRADE COMPACTEDTO 98% SMDDCBR ≥ 10%
180mm THICK FINE CRUSHED ROCKDGB20 TO 100% STANDARDCOMPACTION DENSITY
DETAIL 2FLEXIBLE PAVEMENT - CONCRETE FOOTPATH
SCALE 1:10
347m
m
170mm THICK CLASS 32MPaCONCRETE WITH SL82 MESHWITH MIN. 40mm COVER
SUBGRADE COMPACTEDTO 98% SMDDCBR ≥ 10%
180mm THICK FINE CRUSHED ROCKDGB20 TO 100% STANDARDCOMPACTION DENSITYSUBGRADE COMPACTED
TO 98% SMDDCBR ≥ 10%
300mm THICK FINE CRUSHED ROCKDGB20 IN TWO LAYERS TO 100%
STANDARD COMPACTION DENSITY
40mm THICK SIZE 10 DENSE GRADEDASPHALT (A20E BINDER) AC10
SIZE 7mm SINGLE COATAMCO PRIMER SEAL
SUB-BASE
CONCRETE SLAB
SUB-GRADE
REINFORCEMENT BARSTYPICAL
DANLEY 10mm DIAMOND DOWELSAT 450 MAX. CTS, GALVANISED
FORMWORK POUR EDGE
POUR THISSIDE FIRST
DANLEY DOWELEDEXPANSION JOINT (DEJ)
DANLEY DIAMOND PLATE DOWELS FOR COLD JOINTSSCALE 1:10
APPLY PRIMER & FLEXIBLESEALANT (SICAFLEX 11FC)OVER 10mm ABELFLEX
75 75
75 75
CONCRETE SLAB
SUB-BASE
DETAIL 1
SUB-GRADE
EQ
EQ
10mm (GALV) DANLEY PLATE DOWELSAT 450 MAX. CTS. CENTRAL IN SLAB, USE DANLEYSUPPORT CRADLES. CUT & REMOVE CRADLESHIPPING WIRE AFTER POSITIONING. REFER TOMANUFACTURER'S INSTALLATION INSTRUCTIONS
EARLY ENTRY SAW CUT (Soft), 3mmWIDE x (SLAB THICKNESS/4) DEEP, (MIN50mm) FILLED WITH APPROVEDSEALANT, REFER TO MANUFACTURER'SINSTALLATION INSTRUCTIONS.
STOP REINFORCEMENT EACHSIDE OF JOINT 75mm CLEAR
FABRIC CROSSWIRE TYPICAL
DANLEY SAWNCONTRACTION JOINT (SJ)
SCALE 1:10
6 WIDE x 15 DEEP - PLACEDEBONDING TAP FILL WITH"NITOSEAL 280" OVERPOURAT SURFACE.
DETAIL 1
N.T.S.MASTIC SEAL DETAIL
SAW CUT,(SLAB DEPTH/4)
INDUCEDCRACK
EARLY ENTRY SAW CUT (Soff),3mm WIDE x (SLAB THICKNES/4)DEEP, (MIN 50mm)FILLED WITH APPROVEDSEALANT, REFER TOMANUFACTURER'SINSTALLATION INSTRUCTIONS.
100 0
SCALE 1:10
500mm100 200 300 400
SHEETA1PLAN
NORTH
PAVEMENT PLAN ANDDETAILS
AS SHOWN J.M. J.W.
C1.05NOVEMBER 2018
2
ISSU
E FO
R C
ON
STR
UC
TIO
N
1 100% DETAILED DESIGN 02/10/18
A1
Xref
s: X
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5000
C-TB
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; X-5
3250
01-D
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n; X
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X-5
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Plot
Dat
e: 0
6.11
.201
8@17
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10
Log
in N
ame:
JM
ello
Cad
File
: T:\5
3250
01\D
rawi
ngs\
Civil
\1. A
utoC
AD\5
3250
01-W
S+P-
CS -
C1.0
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DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
PAVEMENT PLANNOT TO SCALE
2 ISSUE FOR CONSTRUCTION 06/11/18
![Page 6: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/6.jpg)
Datum El. 0
CHAINAGE
INVERT LEVEL
SURFACE LEVEL
5% AEP H.G.L.
13.1
430
0x30
0 P
IT
1.42
51.
428
1.43
1
18L/s
150mm1.47%
1.10
0
1.27
5
13.8
9E
CO
SO
L S
TOR
M P
IT (C
LAS
S 1
)1.
407
1.40
1
18L/s
DN 225mm uPVC SN80.54%
0.60
0.55
024
.10
1.40
1
1.39
7
18L/s
0.51%
0.55
0
0.52
030
.00
EX
ISTI
NG
PIT
5/3
1.30
00.
490
GRATED TRENCH DRAIN0.50%
1.42
51.
325
01.
441
1.42
5
1.71
1.73
H.G.L.
LONGSECTIONSCALES: HORIZONTAL 1:100 VERTICAL 1:10
DN 225mm uPVC SN8SW
CAST IRON BOX250x200mm (NOM) MARKED
SW IN 60mm LETTERING
FLUSHING POINT PLANNOT TO SCALE
ACCESS COUPLING WITHSCREWED END CAP
45° BEND (SOC-SOC)
Ø150 UPVC PIPE
45° OBLIQUETEE (SOC-SOC)
Ø225 uPVC PIPE
FLUSHING POINT ON LINENOT TO SCALE
FLOW
RL 1.42
IL 1.27
ECOSOL STORM PIT 15L(CLASS 1). REFER TO NOTES.1200x900x1050 DEEP.
% FALL0.5
IL 1.10 IL 1.12
IL 0.75
350
MIN
IMUN
APPLY PRIMER & FLEXIBLESEALANT (SICAFLEX 11FC)OVER 10mm ABLEFLEX.
PAVEMENT TYPE 1. REFERTO DRG C1.05 FOR DETAILS.
600 400 SECTION CC1.03SCALE 1:20
600x450 DP EDGE BEAM.REFER TO STRUCTURALENGINEERS DRAWINGS. 300mm TRENCH DRAIN
WITH CAST IRON GRATE(CLASS D).
DC1.13
RL 1.42
IL 1.32
REFER TO STRUCTURALENGINEERS DRAWINGSFOR DETAILS
150
200
300
MIN 300mm WIDE GRATED TRENCHDRAIN WITH CLASS D CAST IRONGRATE. CONTRACTOR TO PROVIDEDETAILS RELATING TO FIXING OFGRATE TO CONCRETE.
SECTION DC1.13SCALE 1:20
SCALE 1:100
5.0m1.0 2.0 3.0 4.0
SHEET
1.0 0
A1PLAN
100 0
SCALE 1:10
500mm100 200 300 400
SHEETA1PLAN
STORMWATER LONGSECTIONAND DETAILS
AS SHOWN J.M. N.Q.
C1.13NOVEMBER 2018
2
ISSU
E FO
R C
ON
STR
UC
TIO
N
1 100% DETAILED DESIGN 02/10/18
2 ISSUE FOR CONSTRUCTION 06/11/18
A1
Xref
s: X
-532
5000
C-TB
_A1H
Plot
Dat
e: 0
6.11
.201
8@17
:16:
38
Log
in N
ame:
JM
ello
Cad
File
: T:\5
3250
01\D
rawi
ngs\
Civil
\1. A
utoC
AD\5
3250
01-W
S+P-
CS -
C1.1
3 St
orm
wate
r Lon
gsec
tion.
dwg
DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
NOTES:1. A MINIMUM DROP OF 350mm IS TO BE PROVIDED
BETWEEN INCOMING IL PIPE AND OUTGOING PIPE IL.2. ECOSOL UNIT TO BE MANUFACTURED TO CATER FOR
BOTH INLET PIPE INFLOW AND GRATED INLET FLOW.3. REFER TO MANUFACTURER SPECIFICATION FOR
MORE DETAILS.
![Page 7: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/7.jpg)
5
20022
325
501
702
2000
2000TRANSITION FROM ELSHOLZTO KERB TYPE 1 (EK1)
PITTWATER COUNCIL STDKERB ONLY (KO)
ISOMETRIC VIEWSCALE 1:20
150
120
TRANSITION FROM ELSHOLZKERB TYPE 2 TO PITTWATERCOUNCIL STD KERB ONLY
ELSHOLZ KERBTYPE 1 (EK1) SECTION
MI N
PITTWATER COUNCILSTD KERB ONLY (KO)
3700
FLEXIBLE PAVEMENT SPEEDHUMP TYPE 1 - (ROUNDED)
SCALE 1:20
75 (N
OM
.)
500 500
50 MIN
NOTE:FOR SPEED HUMP PROFILE REFER AS1742.13FIGURE D1(b) WATTS PROFILE HUMP
VARIABLE THICKNESSASPHALTICCONCRETE (AC10)
A-
450
150300
KERB & GUTTER WITHBLOCKOUTS PLAN
SCALE 1:20
B-
PAVEMENT ASSPECIFIED
SECTION A-SCALE 1:10
EXISTING SWALETO BE REINSTATED
600
PAVEMENT ASSPECIFIED
SECTION B-SCALE 1:10
600
A1SHEET SIZE:
Xref
s: X
-532
5001
-TB_
A1H
Plot
Dat
e: 0
6.11
.201
8@17
:22:
51
Log
in N
ame:
JM
ello
Cad
File
: T:\5
3250
01\D
rawi
ngs\
Civil
\1. A
utoC
AD\C
1.14
Civi
l Det
ails.
dwg
DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
CIVIL DETAILS
AS SHOWN J.M. N.Q.
C1.14NOVEMBER 2018
1
ISSU
E FO
R C
ON
STR
UC
TIO
N
1 ISSUE FOR CONSTRUCTION 05/11/18
![Page 8: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/8.jpg)
IL 1.46
V-DRAIN
1.8mFOOTPATH
7.0mROAD CARRIAGEWAY
14.7mCARGO WHARF
PAVEMENT TYPE 2.REFER TO DRGC1.05 FOR DETAILS
PAVEMENT TYPE 1.REFER TO DRGC1.05 FOR DETAILS
PAVEMENT TYPE 1.REFER TO DRGC1.05 FOR DETAILS
CARGO WHARF SLAB. REFERTO STRUCTURAL ENGINEERSDRG FOR DETAILSCARGO WHARF PILES. REFER
TO STRUCTURAL ENGINEERSDRG FOR DETAILS
PAVEMENT ROAD.REFER TO STAGE 1DRG FOR DETAILS
SECTION BC1.03SCALE 1:50
CL
3.5mLANE WIDTH
3.5mLANE WIDTH
K&
G
DD
3.3% FALL (VARIES)% FALL2.5
WIDTH VARIES
% FALL1.0
WIDTH VARIESCARGO WHARF APPROACH
EXISTING Ø675mmCONSTRUCTEDDURING STAGE 1.
IL 1.50
CARGO WHARF SLAB. REFERTO STRUCTURAL ENGINEERSDRG FOR DETAILS
CARGO WHARF PILES. REFERTO STRUCTURAL ENGINEERSDRG FOR DETAILS
SECTION AC1.03SCALE 1:20
IL 1.42IL 1.50 1.0% FALL 1.0% FALL
CARGO WHARF TYPICALSECTIONS
AS SHOWN J.M. J.W.
C5.01NOVEMBER 2018
2
ISSU
E FO
R C
ON
STR
UC
TIO
N
1 ISSUE FOR CONSTRUCTION 06/11/18
A1
Xref
s: X
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Carg
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X-5
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06.
11.2
018@
17:1
6:49
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\532
5001
-WS+
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- C5
.01
Carg
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DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
02.5
SCALE 1:200
10.0m2.5 5.0 7.5
SHEETA1PLAN
NORTH
0 2000mm1000
SCALE 1:50
5001000 1500
SHEETA1PLAN
2 ISSUE FOR CONSTRUCTION 05/11/18
![Page 9: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/9.jpg)
VIP
RL
1.82
6
VIP
RL
2.91
5
VIP
RL
1.88
6
VERTICAL CURVES K12.15 K29.58L30 L80L0.69 L0.32 L99.84 L2.67
VERTICAL GRADES -0.5% 2% -0.7% -0.7%L15.69 L55.32 L139.84 L2.67
HORIZONTAL CURVES R-200 R-110 R145.43 R197.5 R120 R71 R105L50.23 L48.65 L32.39 L76.8 L41.74 L37.03 L21.95L10.13 L10.55 L28.46 L12.58
-53.
726
2.49
2
-50
2.40
5
-43.
592
2.27
2
-40
2.22
1
-30
2.08
7
-20
2.00
7
-10
2.00
0
01.
967
6.63
51.
945
101.
927
17.1
821.
916
201.
913
27.6
91.
904
1.90
1
301.
895
1.89
133
.766
1.87
81.
886
401.
869
1.90
242
.69
1.85
71.
918
501.
787
1.99
4
57.6
91.
822
2.12
158
.01
1.81
92.
127
601.
822
2.16
6
65.8
271.
819
2.27
1
701.
791
2.33
9
802.
479
902.
584
98.0
12.
645
98.2
182.
646
100
2.65
6
110
2.69
4
116.
253
2.70
1
120
2.69
8
130
-1.6
302.
669
138.
01-1
.754
2.62
114
0-1
.789
2.60
6
150
-1.7
802.
533
160
-1.5
172.
459
170
-1.3
462.
385
175.
017
-1.1
872.
349
180
2.31
2
190
2.23
8
200
0.17
12.
165
210
0.12
22.
091
216.
756
0.36
62.
042
220
0.54
02.
018
230
1.85
31.
944
237.
852
1.88
61.
886
240
1.87
21.
872
240.
521.
869
250
1.94
2
260
2.13
5
270
2.09
4
280
2.01
128
2.24
51.
988
290
1.91
4
294.
829
1.87
729
6.27
41.
864
CHAINAGE
SURVEY
DESIGN
DATUM RL -3.000
ROAD CL - LONGITUDINAL SECTIONA1 HORZ SCALE 1:500A1 VERT SCALE 1:50
240
1.87
21.
872
271.
904
1.90
4
LIM
IT O
F W
OR
KS
SECTION OF ROAD CONSTRUCTED UNDER STAGE 1SECTION OF ROAD TO BE CONSTRUCTEDAS PART OF CARGO WHARF WORKS
0 20.0m10.05.010.0 15.0
SCALE 1:500 SHEETA1HOR.
0 2000mm1000
SCALE 1:50
5001000 1500
SHEETA1VER.
ROAD LONGSECTION
AS SHOWN J.M. J.W.
C5.02NOVEMBER 2018
1
ISSU
E FO
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ON
STR
UC
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N
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06.
11.2
018@
17:1
6:54
L
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Nam
e: J
Mel
lo
C
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:\532
5001
\Dra
wing
s\Ci
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\C5.
02 L
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ectio
n.dw
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DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTION
1 ISSUE FOR CONSTRUCTION 06/11/18
![Page 10: MCCARRS CREEK ROAD CARGO WHARF](https://reader030.vdocuments.us/reader030/viewer/2022012606/619ab7a3b5c13668d864ef1d/html5/thumbnails/10.jpg)
CHAINAGE 15
-0.1% -0.14%
-9.6
511.
677
1.69
7
-8.3
991.
688
1.69
8
4.46
41.
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OFFSET
SURVEY
DESIGN
DATUM RL -1.000
CHAINAGE 30
-1.66% -4.12% -2.22%
-12.
186
1.63
31.
633
-11.
235
1.66
31.
781
-10.
979
1.67
11.
637
-4.8
061.
740
1.74
0-4
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1.73
91.
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-4.2
001.
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1.75
5-3
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1.73
81.
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501.
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1.71
5-3
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1.73
91.
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-3.3
001.
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1.75
5
0.00
01.
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1.89
1
3.30
01.
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1.81
83.
750
1.80
71.
778
3.90
01.
810
1.92
84.
705
1.85
21.
923
5.24
51.
937
1.93
7
OFFSET
SURVEY
DESIGN
DATUM RL -1.000
CHAINAGE 45
0.14% -3.74% -0.96% -2.56% -5%
-31.
450
-2.9
411.
431
-30.
446
-2.6
341.
433
-16.
144
1.53
41.
462
-4.2
001.
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1.90
6
-3.7
501.
746
1.86
6
-3.3
001.
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1.90
6
0.00
01.
845
1.93
7
3.30
01.
960
1.85
33.
750
1.92
11.
813
3.90
01.
908
1.96
3
6.95
31.
820
1.81
0
OFFSET
SURVEY
DESIGN
DATUM RL -4.500
CHAINAGE 0
-9.1
161.
806
-7.8
631.
876
5.00
01.
886
OFFSET
SURVEY
DESIGN
DATUM RL 0.000
0.00
01.
969
3.61
31.
870
3.36
21.
881
3.96
21.
867
1.99
1
1.87
0
0.00
01.
919
1.91
9
3.75
11.
821
1.83
4
3.30
11.
846
1.84
6
-3.2
991.
773
1.77
3
-4.1
991.
758
1.77
3
-6.7
021.
716
1.84
2-6
.859
1.71
51.
715
CHAINAGE 60
2.19% -2.91%
-3.9
751.
792
2.51
6-3
.750
1.79
52.
246
-3.6
501.
797
2.24
6
0.00
01.
822
2.16
6
3.30
01.
824
2.07
03.
750
1.82
82.
030
3.95
11.
830
2.17
1
OFFSET
SURVEY
DESIGN
DATUM RL 0.000
2.8%
-3.7
491.
765
1.73
3
ROAD CROSS SECTIONS
AS SHOWN J.M. J.W.
C5.03NOVEMBER 2018
1
ISSU
E FO
R C
ON
STR
UC
TIO
N
1 ISSUE FOR CONSTRUCTION 06/11/18
A1
Xref
s: X
-532
5001
-TB_
A1H;
X-5
3250
01-D
E_Pa
vem
ents
; X-5
3250
01-S
W_L
ayou
t Car
go W
harf
Plot
Dat
e: 0
6.11
.201
8@17
:16:
57
Log
in N
ame:
JM
ello
Cad
File
: T:\5
3250
01\D
rawi
ngs\
Civil
\1. A
utoC
AD\5
3250
01-W
S+P-
CS -
C5.0
3 Cr
oss
Sect
ions
.dwg
DRAWN DESIGNED CHECKED APPROVED
PACKAGE 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
MCCARRS CREEK ROADCARGO WHARF 5325001
P.G. M.C.
FOR CONSTRUCTIONSCALE 1:100
5.0m1.0 2.0 3.0 4.0
SHEET
1.0 0
A1PLAN