CALVARY RYDE RCF & ILU · job no. date scale title drawing no. issue drawn designed checked approved status plot date locality aerial not to scale source : google earth cover sheet

Consulting Engineers

Hydraulic Services Civil Engineering Fire Protection Sydney Water Accredited Water Servicing Co-ordinator Design and Project Management

Warren Smith & PartnersABN 36 300 430 126

Pty LtdQUALITYASSURED

COMPANYISO 9001

International Standards Certification

A 1st Floor, 123 Clarence Street, Sydney 2000 NSW Australia

T 02 9299 1312 F 02 9290 1295 E [email protected]

SERVING THE CONSTRUCTION INDUSTRY SINCE 1981

Lic: QAC/R61/0771

CLIENT

ARCHITECT

PROJECT MANAGER

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JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

DRAWN DESIGNED CHECKED APPROVED

STATUS

Plot Date

LOCALITY AERIAL

NOT TO SCALE

SOURCE : GOOGLE EARTH

COVER SHEET

AS SHOWN J.C. L.S.

C1.01

16/09/16

B

DCWC

CALVARY RYDE

RETIREMENT COMMUNITY

BOFFA ROBERTSON GROUP

DEVELOPMENT APPLICATION

M.C.L.S.

5468000

CALVARY RYDE RCF & ILU


SITE

DRAWING SCHEDULE

DRG No. DRAWING TITLE REV.

C1.00 Arrangement and Overview Plans

C1.01 Cover Sheet B

C1.02

Specification Notes

B

C1.03

Key Plan

B

C1.04

Existing Survey Plan Sheet 1 of 2

B

C1.05

Existing Survey Plan Sheet 2 of 2

B

C2.00 Sediment and Erosion Control

C2.01 Sediment and Erosion Control Plan Sheet 1 of 2 B

C2.02 Sediment and Erosion Control Plan Sheet 2 of 2 B

C2.03 Sediment and Erosion Control Details B

C7.00 Stormwater Drainage

C7.01

Stormwater Drainage Layout Plan Sheet 1 of 2

B

C7.02

Stormwater Drainage Layout Plan Sheet 2 of 2

B

C7.05 Stormwater Catchment Plan B

C7.06 OSD 1 Plan B

C7.07 OSD1 Section A B

C7.08 OSD1 Sections B and C B

C7.16

Stormwater Drainage Details

B

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:BOFFA ROBERTSON GROUP

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 2 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 WITHEIAUSTRALIA GEOTECHNICAL REPORT, DATED 29AUGUST 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 RYDE CITY 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,PARTICULARLY IN THE NORTH EAST CORNER OF THESITE, ALLOW THE CONSULTANT ARBORIST TO INSPECTPROGRESSIVELY THE EXCAVATION AND CONSTRUCTIONWORKS.

SPECIFICATION NOTES

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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

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DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

CALVARY RYDE



5468000

L.S. M.C.


A DEVELOPMENT APPLICATION 20/09/16B ISSUED FOR DEVELOPMENT APPLICATION 22/02/17

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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

CALVARY RYDE



5468000

L.S. M.C.


A DEVELOPMENT APPLICATION 20/09/16B ISSUED FOR DEVELOPMENT APPLICATION 22/02/17

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CALVARY RYDE RCF & ILU · job no. date scale title drawing no. issue drawn designed checked approved status plot date locality aerial not to scale source : google earth cover sheet