Appendix C – Standard Details - Network Rail

1 CS075481/ March 2015 Appendix C/ Standard Details Appendix C Standard Details 2750225 MAX 155 CENTRES50 RSJ WITH POINTEDTOP40x40x6 RSA RAILS TOP ANDBOTTOMMINIMUM THICK x 70mmWIDE CORRUGATED 'W'FENCING PALES AT EQUALCENTRES, WITH TRIPLEPOINTED TOPS WITH SPLAYEDHEADS POINTING OUTWARDSGROUNDLEVELTYPICAL HIGH PALISADE fence (1:50)SLIDING LOCKING BARGATE FRAME RHS152x152x37 UC POSTS WITHPOINTED TOP6mm THK SLAM PLATETRIANGULAR GUSSET PLATE525mm MINIMUM EMBEDMENTINTO 600x600x1100mmCONCRETE FOOTINGANTILIFT GATE HANGINGDETAILDROP BOLT(TYPICAL EXTERNAL VIEW)TYPICAL HIGH 6m WIDE PALISADE GATE (1:50)(TYPICAL EXTERNAL VIEW)MAX RSJ40x40x6 RSA THICK CORRUGATEDPALES FIXED TO RAILS AT155mm CENTRES525180022510050 A-A (1:50)GROUNDLEVELGROUNDLEVEL40x40x6 RSA RAIL525mm MINIMUM EMBEDMENTINTO 600x600x1100mmCONCRETE FOOTINGAA600 ClientProject TitleDrawing ByApproved ByChecked BySite CoordinatesELRC hainageSheet ofCheckRev'Description of HIGH 6m WIDE PALISADEGATE & fence Details -SECURITY LEVEL 1 & SHOWN @ A3075481/CV/0011 INFRASTRUCTURE ACCESS POINTSBEST PRACTICE DESIGN GUIDESTANDARD DETAILSS pecial Projects, 2nd Floor Clemence House, Mellor Road,Cheadle Hulme.

2 SK8 5 ATWeb: : +44 (0) 161 488 1500E: Property and Infrastructure and NOTES:ALL DIMENSIONS IN MILLIMETRES UNLESS WORKS TO BE COMPLETED IN ACCORDANCE WITHTHE REQUIREMENTS OF Network RAIL COMPANYPROCEDURESxNR/SP/OHS/011: PREVENTION OF DAMAGE TO ANDDANGER FROM SURFACE AND BURIED : CONTROL AND USE OF METALPINS AND SPIKES ON Network RAILINFRASTRUCTURExNR/PRC/MPI/CIOO26 PROCESS: FOR LOCATINGBURIED SERVICES PRIOR TO GROUND JOINED TO EXISTING FENCES, WALLS OR OTHERSTRUCTURES TO PROVIDE A COMPLETE BARRIER TOPERSONS OR ANIMALS AS SHALL BE ACCURATELY SET OUT AND ERECTEDTO PROVIDE A SMOOTH ALIGNMENT IN PLAN ANDELEVATION, FOLLOWING THE CONTOURS OF THE GROUNDAS CLOSELY AS IS LINE OF THE FENCING SHALL BE CLEARED OF ALLIMPENDING VEGETATION AND TRIMMED TO REMOVE ANYIRREGULARITIES TO ENABLE fence INFILL PANELS TO BEERECTED AT A CONSTANT DISTANCE FROM THE , HEALTH & ENVIRONMENT RISK ASSESSMENTDESIGNERS' NOTE - CDM REG.

3 13(2)(b)THE FOLLOWING ARE SIGNIFICANT HAZARDS WHICH MIGHT AFFECT THE HEALTHAND SAFETY OF THOSE UNDERTAKING THE WORKS OUTLINED IN THIS SET OFDRAWINGS ON RAILWAY STRUCTURES OR THOSE AFFECTED BY THESEACTIVITIES. A SITE SPECIFIC RISK ASSESSMENT SHOULD ALWAYS BEUNDERTAKEN PRIOR TO COMMENCING ANY OF THE WORKS DESCRIBED ON IS ASSUMED THAT A COMPETENT CONTRACTOR IS AWARE OF THE RISKSASSOCIATED WITH GENERAL CONSTRUCTION ACTIVITIES UNDERTAKEN WITHINTHE RAILWAY 1 CONTACT WITH OVERHEADWIRES OR BURIED SERVICESCSPECIFIC METHOD STATEMENT AND RISKASSESSMENT TO IDENTIFY AND DETAILPROTECTION TO ALL SERVICES, BURIEDAND : C=CONSTRUCTION, D=DESIGNDAMAGE TO ROOTS ORPROTECTED TREESCSPECIFIC METHOD STATEMENT TO DETAILPROVISION FOR ROOT PROTECTION OFTREES DURING TO ADJOININGLANDOWNERSCADJOINING LANDOWNERS TO BEINFORMED AHEAD OF OF fence DUE TOSUB- Standard MATERIALSD/CCERTIFICATE OF CONFORMITY INACCORDANCE WITH BS 1722 TO BEPROVIDED BY fence OF fence DUE TOSUB- Standard INSTALLATIOND/CCERTIFICATE OF CONFORMITY INACCORDANCE WITH BS 1722 TO BEPROVIDED BY fence :PALISADE FENCINGALL steel PALISADE fence SHALL BE SECURITY TYPE GP18 INACCORDANCE WITH BS 1722 : PART 12 AND HOT DIP GALVANISED INACCORDANCE WITH BS EN ISO ROLLED steel SECTIONS SHALL BE OF steel GRADE S275 TOBS EN 10025.

4 1993 UNLESS OTHERWISE BOLTS SHALL COMPLY WITH BS 3692 AND SHALL BE STRENGTHGRADE NUTS SHALL BE STRENGTH GRADE 8 AND WASHERSSHALL CONFORM TO BS 4320. ALL BOLTS, NUTS AND WASHERSSHALL BE ZINC CONNECTIONS SHALL BE BOLTED IN ACCORDANCE WITH BS 1722: PART ITEMS REQUIRED FOR ADDITIONAL SECURITY ARE TO BESPECIFIED IN A PROJECT SPECIFIC FORM A/BALL BEDDING CONCRETE FOR VERTICAL fence POSTS TO BE MASSCONCRETE MINIMUM GRADE ST2 TO BS GUIDANCE: PALISADE FENCINGTO LIMIT DEFLECTION IN fence RAILS, THE BOTTOM HORIZONTALRAIL SHALL BE SUPPORTED SO THAT AFTER TIGHTENING OF THEBOLTS, ALIGNING AND PLUMBING TO THE fence THERE IS A SLIGHTUPWARD CAMBER. THIS SUPPORT SHOULD BE REMOVED ONLY ONCETHE CONCRETE HAS : C30/37, AC-4, DC-4, AGGREGATE: 20mm (MAX.)

5 SULPHATE AND CHLORIDE RESISTANTDISTANCE TO COAST: 2km, SITE ALTITUDE: 100m AMSLWIND SPEED: 25m/s, ENVIRONMENT: TYPICAL OPEN COUNTRYSIDEGROUND CONDITION: AVERAGE FOR PLANTED (ROOT) FOUNDATIONWATER TABLE: WELL BELOW THE FOUNDATION, AND SITE IS NOTSUSCEPTIBLE TO FLOODINGAPPROVED FOR CONSTRUCTION - Network RAIL CIVIL ENGINEERS ignature:Name:Title:Date:Revision0127504 75 MAX 155 CENTRES5013006003000100380127x76x13 UB POSTS WITHPOINTED TOP50x50x6 RSA RAILS TOP ANDBOTTOMMINIMUM THICK x 70mmWIDE CORRUGATED 'W'FENCING PALES AT EQUALCENTRES, WITH TRIPLEPOINTED TOPS WITH SPLAYEDHEADS POINTING OUTWARDS300x300mm INSITU CONCRETESILL. MIX ST2925mm MINIMUM ENBEDMENTINTO 600x600x1300mmCONCRETE FOOTINGINTERMEDIATE SUPPORTSWITH 100mm EMBEDMENTINTO CONCRETE SILLGROUNDLEVELTYPICAL 3m HIGH PALISADE fence (1:50)SLIDING LOCKING BARGATE FRAME RHS203x203x60 UC POSTS WITHPOINTED TOP6mm THK SLAM PLATETRIANGULAR GUSSET PLATE300x300mm INSITU CONCRETESILL.

6 MIX ST2100 DIA DUCT FOR EARTHINGTAPE ON INSIDE OF COMPOUND925mm MINIMUM EMBEDMENTINTO 900x900x1300mmCONCRETE FOOTINGANTILIFT GATE HANGINGDETAILDROP BOLT(TYPICAL EXTERNAL VIEW)GROUNDLEVELTYPICAL HIGH 6m WIDE PALISADE GATE (1:50)(TYPICAL EXTERNAL VIEW)MAX 155 CENTRES300300013009006000127x76x13 UB50x50x6 RSA THICK CORRUGATEDPALES FIXED TO RAILS AT155mm CENTRES925300047510050 A-A (1:50)GROUNDLEVELAA50x50x6 RSA RAILC lientProject TitleDrawing ByApproved ByChecked BySite CoordinatesELRC hainageSheet ofCheckRev'Description of HIGH 6m WIDE PALISADEGATE & fence Details -SECURITY LEVEL SHOWN @ A31 INFRASTRUCTURE ACCESS POINTSBEST PRACTICE DESIGN GUIDESTANDARD DETAILSS pecial Projects, 2nd Floor Clemence House, Mellor Road,Cheadle Hulme.

7 SK8 5 ATWeb: : +44 (0) 161 488 1500E: Property and Infrastructure and NOTES:ALL DIMENSIONS IN MILLIMETRES UNLESS WORKS TO BE COMPLETED IN ACCORDANCE WITHTHE REQUIREMENTS OF Network RAIL COMPANYPROCEDURESxNR/SP/OHS/011: PREVENTION OF DAMAGE TO ANDDANGER FROM SURFACE AND BURIED : CONTROL AND USE OF METALPINS AND SPIKES ON Network RAILINFRASTRUCTURExNR/PRC/MPI/CIOO26 PROCESS: FOR LOCATINGBURIED SERVICES PRIOR TO JOINED TO EXISTING FENCES, WALLS OR OTHERSTRUCTURES TO PROVIDE A COMPLETE BARRIER TOPERSONS OR ANIMALS AS SHALL BE ACCURATELY SET OUT AND ERECTEDTO PROVIDE A SMOOTH ALIGNMENT IN PLAN ANDELEVATION, FOLLOWING THE CONTOURS OF THE GROUNDAS CLOSELY AS IS LINE OF THE FENCING SHALL BE CLEARED OF ALLIMPENDING VEGETATION AND TRIMMED TO REMOVE ANYIRREGULARITIES TO ENABLE fence INFILL PANELS TO BEERECTED AT A CONSTANT DISTANCE FROM THE FOR CONSTRUCTION - Network RAIL CIVIL ENGINEERS ignature:Name:Title:Date:075481/CV/002 Revision01 SAFETY, HEALTH & ENVIRONMENT RISK ASSESSMENTDESIGNERS' NOTE - CDM REG.

8 13(2)(b)THE FOLLOWING ARE SIGNIFICANT HAZARDS WHICH MIGHT AFFECT THE HEALTHAND SAFETY OF THOSE UNDERTAKING THE WORKS OUTLINED IN THIS SET OFDRAWINGS ON RAILWAY STRUCTURES OR THOSE AFFECTED BY THESEACTIVITIES. A SITE SPECIFIC RISK ASSESSMENT SHOULD ALWAYS BEUNDERTAKEN PRIOR TO COMMENCING ANY OF THE WORKS DESCRIBED ON IS ASSUMED THAT A COMPETENT CONTRACTOR IS AWARE OF THE RISKSASSOCIATED WITH GENERAL CONSTRUCTION ACTIVITIES UNDERTAKEN WITHINTHE RAILWAY 1 CONTACT WITH OVERHEADWIRES OR BURIED SERVICESCSPECIFIC METHOD STATEMENT AND RISKASSESSMENT TO IDENTIFY AND DETAILPROTECTION TO ALL SERVICES, BURIEDAND : C=CONSTRUCTION, D=DESIGNDAMAGE TO ROOTS ORPROTECTED TREESCSPECIFIC METHOD STATEMENT TO DETAILPROVISION FOR ROOT PROTECTION OFTREES DURING TO ADJOININGLANDOWNERSCADJOINING LANDOWNERS TO BEINFORMED AHEAD OF OF fence DUE TOSUB- Standard MATERIALSD/CCERTIFICATE OF CONFORMITY INACCORDANCE WITH BS 1722 TO BEPROVIDED BY fence OF fence DUE TOSUB- Standard INSTALLATIOND/CCERTIFICATE OF CONFORMITY INACCORDANCE WITH BS 1722 TO BEPROVIDED BY fence :PALISADE FENCINGALL steel PALISADE fence SHALL BE SECURITY TYPE SP30 INACCORDANCE WITH BS 1722 : PART 12 AND HOT DIP GALVANISED INACCORDANCE WITH BS EN ISO ROLLED steel SECTIONS SHALL BE OF steel GRADE S275 TOBS EN 10025.

9 1993 UNLESS OTHERWISE BOLTS SHALL COMPLY WITH BS 3692 AND SHALL BE STRENGTHGRADE NUTS SHALL BE STRENGTH GRADE 8 AND WASHERSSHALL CONFORM TO BS 4320. ALL BOLTS, NUTS AND WASHERSSHALL BE ZINC CONNECTIONS SHALL BE BOLTED IN ACCORDANCE WITH BS 1722: PART ITEMS REQUIRED FOR ADDITIONAL SECURITY ARE TO BESPECIFIED IN A PROJECT SPECIFIC FORM A/BALL BEDDING CONCRETE FOR VERTICAL fence POSTS TO BE MASSCONCRETE MINIMUM GRADE ST2 TO BS GUIDANCE: PALISADE FENCINGTO LIMIT DEFLECTION IN fence RAILS, THE BOTTOM HORIZONTALRAIL SHALL BE SUPPORTED SO THAT AFTER TIGHTENING OF THEBOLTS, ALIGNING AND PLUMBING TO THE fence THERE IS A SLIGHTUPWARD CAMBER. THIS SUPPORT SHOULD BE REMOVED ONLY ONCETHE CONCRETE HAS : C30/37, AC-4, DC-4, AGGREGATE: 20mm (MAX.)

10 SULPHATE AND CHLORIDE RESISTANTDISTANCE TO COAST: 2km, SITE ALTITUDE: 100m AMSLWIND SPEED: 25m/s, ENVIRONMENT: TYPICAL OPEN COUNTRYSIDEGROUND CONDITION: AVERAGE FOR PLANTED (ROOT) FOUNDATIONWATER TABLE: WELL BELOW THE FOUNDATION, AND SITE IS NOTSUSCEPTIBLE TO FLOODING300013006001500300 ANTILIFT GATE HANGING DETAILGATE FRAME RHS152x152x37 UC POSTS WITHPOINTED TOP925mm MINIMUM EMBEDMENTINTO 600x600x1300mmCONCRETE FOOTING100 DIA DUCT FOR EARTHINGTAPE ON INSIDE OF COMPOUND300x300mm INSITU CONCRETESILL. MIX ST2 TRIANGULAR GUSSET PLATE6mm THK SLAM PLATESLIDING LOCKING BARGROUNDLEVELTYPICAL HIGH WIDE PALISADEGATE (1:50)MAX 155 CENTRES(TYPICAL EXTERNAL VIEW)180011006001500 ANTILIFT GATE HANGING DETAILGATE FRAME RHS178x102x19 UB POSTS WITHPOINTED TOP525mm MINIMUM EMBEDMENTINTO 600x600x1100mmCONCRETE FOOTINGTRIANGULAR GUSSET PLATE6mm THK SLAM PLATESLIDING LOCKING BARGROUNDLEVELTYPICAL HIGH WIDE PALISADEGATE (1.)