DO NOT SCALE

KEY:

ROAD CYLINDERS - 6m SPACING

ROAD CYLINDERS - 3m SPACING

ROAD CYLINDERS - 2m SPACING

EXISTING UNCONTROLLED CROSSING TO BE RETAINED

EXISTING CONTROLLED CROSSING

KEY - TRAFFIC SIGNS & ROAD MARKINGS:

TRAFFIC SIGNS: SCHEME EXTENTS S004 TRAFFIC SIGN REF NUMBER

A-FRAME / STANCHION MOUNTED TRAFFIC SIGN. FRAME TO BE S002 ESTABLISHED USING SANDBAGS S001 WITH PROTECTION TRAFFIC CONES TRAFFIC SIGN MOUNTED ON NEW A-FRAME MOUNTED 30mph LIGHTING COLUMN / EXISTING POST SPEED LIMIT TERMINAL SIGNS FOR SOUTHBOUND TRAFFIC · FOR NEW SIGN INFORMATION INCLUDING MOUNTING REQUIREMENTS REFER TO SIGN SCHEDULE T4 S003 ROAD MARKINGS:

NEW ROAD MARKINGS - REFER TO M1 SCHEDULE T9 FOR FURTHER INFORMATION

EXISTING ROAD MARKINGS TO BE RM1 REMOVED. REFER TO SCHEDULE T7 FOR FURTHER INFORMATION

NOTES: S004 1. PROPOSALS BASED ON ORDNANCE SURVEY MAPPING. TO BE CONFIRMED BY ON-SITE M1 M3 MEASUREMENTS PRIOR TO CONSTRUCTION. 2. PERMANENT ROAD MARKINGS SHALL BE TESCO THERMOPLASTIC MATERIAL INA CCORDANCE WITH BS EN 1871. PERMANENT RM1 MARKINGS SHALL BE REFLECTORISED IN ACCORDANCE WITH BS EN 1423. FOR WHITE 1.50 ROAD MARKINGS THE REFLECTIVITY 10.00 REQUIRED IS CLASS R2. 3. WHERE EXISTING ROAD MARKINGS ARE TO BE MASKED OUT BY BLACK COLOUR PAINT RM1 THIS SHALL COMPLY WITH BS 7962:2000 M8 WITH AMENDMENT 1, DATED 2004. THE M1 BLACK MASKING MATERIALS SHALL AHVE A 1.50 MINIMUM CLASS OF 1 SKID RESISTENCE TO TABLE 8 OF BS EN 1436. M8 4. ALL PROPOSED SIGNS MOUNTING ON LIGHTING COLUMNS, THE MOUNTING RM1 BRACKETS AND THEIR STAINLESS STEEL 23.5 BAND STRAP FIXINGS ARE BACKED WITH NEOPRENE RUBBER STRIPS TO PROTECT S031 THE COLUMN SHAFT FROM ANY DAMAGES. THE NEOPRENE STRIPS CAN BE OBTAINED

2.00 3.6 M2 FROM SIGNPOST SOLUTIONS. 5. ALL EXISTING 40mph SPEED LIMIT 30.00° REPEATER SIGNS WITHIN THE SCHEME EXCAVATE EXISTING VERGE AND INSTALL NEW EXTENTS SHALL BE TAKEN DOWN AND HAZELWICK AVENUE FOOTWAY CONSTRUCTION TO WSCC-SD1-1100-041 REMOVED TO WSCC STORE. 12.5 35.5 6. TRAFFIC MANAGEMENT TO BE IN ACCORDANCE WITH TSM CHAPTER 8. 2.00

EXISTING 40mph SPEED LIMIT TERMINAL SCHEME EXTENTS SIGN PLATES SHALL BE TAKEN DOWN S010 AND REMOVED TO WSCC STORE FOR REPLACED EXISISTING FULL HEIGHT FUTURE RESUSE. BURIED UTILITIES ARE WIDESPREAD - KERB WITH BULLNOSE KERB TYPE BN3 IN 10.00 S009 REFER TO STATUTORY UNDERTAKERS M5 ACCORDANCE WITH WSCC-SD1-1100-011 RM2 EXISTING 30mph SPEED LIMIT TERMINAL PLANS. 2.00 SIGN PLATES SHALL BE ROTATED 180° 2.00 M7 RM4 TO FACE WESTBOUND TRAFFIC.

S005 RM3 M3 RM5 M1 Gonzalez-Doval, Daniel Gonzalez-Doval, , by

2.00

BYCROFT WAY M5 S011 DG BS 20.00 2.75 DG 08 September 2020 11:51:42 2020 08 September

S006 3.50

10.00 2.75 DRAWING STATUS: , printed on on , printed 2.00 A - FIT FOR CONSTRUCTION

BURIED UTILITIES ARE WIDESPREAD - LIVE TRAFFIC - 2.00 REFER TO STATUTORY UNDERTAKERS S012 THROUGHOUT SCHEME EXTENTS RM4

PLANS. 2.75 S007 M1 S013

PRIVATE ACCESS - EMERGENCY ACCESS - 2.00 ACCESS FOR PRIVATE VEHICLES MUST ACCESS FOR EMERGENCY VEHICLES 2 London Square, Cross Lanes, Guildford, Surrey, GU1 1UN T+ 44 1483 528 400 BE MAINTAINED AT ALL TIMES MUST BE MAINTAINED AT ALL TIMES M2 wsp.com THROUGHOUT THE ENTIRE LENGTH OF THROUGHOUT THE LENGTH OF THE THE SCHEME. SCHEME. 13.2 S008 CLIENT: WEST COUNTY COUNCIL, INFRASTRUCTURE GROUP, COUNTY HALL, WEST STREET, HEALTH & SAFETY: M7 3.00 CHICHESTER, , PO19 1RH, (01243) 642105. Graphical Representation of Risk Information on Drawing RM2 PROJECT: 3.00 KEY: TAKE DOWN EXISTING x2No. 40mph EXISTING BUS / CYCLE WSCC TEMP ROAD SPACE REALLOCATIONS SPEED LIMIT REPEATER SIGNS FROM LANE TO BE RETAINED M2 (COVID-19) Indicates a residual risk as a warning STREET LIGHTING COLUMN AND DETAILED DESIGN REMOVE TO WSCC STORE FOR REUSE. Indicates a residual risk requiring compulsory action TITLE: M1 TO , FOR CONTINUATION SEE S014 Indicates a residual risk requiring a prohibitive action DRAWING 700733505-CRW-PH-002 SCHEME PLANS SHEET 001 OF 003 1.9 Indicates a residual risk for information SCALE @ A1: CHECKED: APPROVED: 1:500 DG RM4 2.00 PROJECT No: DESIGNED: DRAWN: DATE: REPRODUCED FROM OR BASED UPON 2013 ORDNANCE 70073305 DG DG August 20 M4 SURVEY MATERIAL WITH PERMISSIONS OF THE CONTROLLER DRAWING No: REV: OF HMSO © CROWN COPYRIGHT RESERVED. UNAUTHORISED REPRODUCTION INFRINGES CROWN COPYRIGHT AND MAY 70073305-CRW-PH-001 C01 2.00 C:\USERS\UKDXG007\ONEDRIVE - WSP O365\WSCC POP-UP CYCLE SCHEMES\\STAGE2\700733505-CRW-PH_S2_RELABELLED.DWG SCHEMES\POUND CYCLE POP-UP O365\WSCC - WSP C:\USERS\UKDXG007\ONEDRIVE LEAD TO PROSECUTION OR CIVIL PROCEEDINGS. WEST RM7 SUSSEX COUNCIL LICENCE No.100023447 c WSP UK Ltd

File name File RM4 2.75 S007 M1 S013 HEALTH & SAFETY: DO NOT SCALE BURIED UTILITIES ARE WIDESPREAD - LIVE TRAFFIC - 2.00 REFER TO STATUTORY UNDERTAKERS Graphical Representation of Risk Information on Drawing THROUGHOUT SCHEME EXTENTS KEY: PLANS. KEY: M2 ROAD CYLINDERS - 6m SPACING

13.2 Indicates a residual risk as a warning S008 ROAD CYLINDERS - 3m SPACING PRIVATE ACCESS - EMERGENCY ACCESS - ACCESS FOR PRIVATE VEHICLES MUST ACCESS FOR EMERGENCY VEHICLES Indicates a residual risk requiring compulsory action ROAD CYLINDERS - 2m SPACING M7 3.00 BE MAINTAINED AT ALL TIMES MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE ENTIRE LENGTH OF THROUGHOUT THE LENGTH OF THE RM2 Indicates a residual risk requiring a EXISTING UNCONTROLLED THE SCHEME. SCHEME. prohibitive action CROSSING TO BE RETAINED 3.00 TAKE DOWN EXISTING x2No. 40mph EXISTING BUS / CYCLE SPEED LIMIT REPEATER SIGNS FROM Indicates a residual risk for information EXISTING CONTROLLED CROSSING LANE TO BE RETAINED M2 STREET LIGHTING COLUMN AND REMOVE TO WSCC STORE FOR REUSE. KEY - TRAFFIC SIGNS & ROAD MARKINGS: FOR CONTINUATION SEE REPRODUCED FROM OR BASED UPON 2013 ORDNANCE SURVEY MATERIAL WITH PERMISSIONS OF THE CONTROLLER M1 TRAFFIC SIGNS: DRAWING 700733505-CRW-PH-001 S014 OF HMSO © CROWN COPYRIGHT RESERVED. UNAUTHORISED REPRODUCTION INFRINGES CROWN COPYRIGHT AND MAY S004 TRAFFIC SIGN REF NUMBER LEAD TO PROSECUTION OR CIVIL PROCEEDINGS. WEST SUSSEX COUNCIL LICENCE No.100023447 1.9 A-FRAME / STANCHION MOUNTED TRAFFIC SIGN. FRAME TO BE RM4 ESTABLISHED USING SANDBAGS 2.00 WITH PROTECTION TRAFFIC CONES M4 TRAFFIC SIGN MOUNTED ON LIGHTING COLUMN / EXISTING POST

RM7 2.00 · FOR NEW SIGN INFORMATION INCLUDING MOUNTING REQUIREMENTS REFER TO SIGN SCHEDULE T4 RM4 ROAD MARKINGS:

S015 NEW ROAD MARKINGS - REFER TO SCHEDULE T9 FOR FURTHER 2.00 M1 PACIFIC INFORMATION 30.6 10.0 HOUSE EXISTING ROAD MARKINGS TO BE RM1 REMOVED. REFER TO SCHEDULE T7 RM2 FOR FURTHER INFORMATION

NOTES: 3.4 1. PROPOSALS BASED ON ORDNANCE SURVEY MAPPING. TO BE CONFIRMED BY ON-SITE RM5 EXISTING PARKING LAY-BY TO RM6 BE TEMPORARILY CLOSED MEASUREMENTS PRIOR TO CONSTRUCTION. M7 2. PERMANENT ROAD MARKINGS SHALL BE THERMOPLASTIC MATERIAL INA CCORDANCE WITH BS EN 1871. PERMANENT MARKINGS SHALL BE REFLECTORISED IN 2.30 ACCORDANCE WITH BS EN 1423. FOR WHITE 30.5 ENERGY HOUSE ROAD MARKINGS THE REFLECTIVITY RM4 REQUIRED IS CLASS R2. M2 3. WHERE EXISTING ROAD MARKINGS ARE TO BE MASKED OUT BY BLACK COLOUR PAINT S016 RM5 THIS SHALL COMPLY WITH BS 7962:2000 WITH AMENDMENT 1, DATED 2004. THE BLACK MASKING MATERIALS SHALL AHVE A 3.00 M1 MINIMUM CLASS OF 1 SKID RESISTENCE TO 9.0 TABLE 8 OF BS EN 1436. 2.00 3.00 4. ALL PROPOSED SIGNS MOUNTING ON LIGHTING COLUMNS, THE MOUNTING RM7 M4 2.00 14.5 BRACKETS AND THEIR STAINLESS STEEL BAND STRAP FIXINGS ARE BACKED WITH NEOPRENE RUBBER STRIPS TO PROTECT THE COLUMN SHAFT FROM ANY DAMAGES. THE BIRCHES THE NEOPRENE STRIPS CAN BE OBTAINED M1 FROM SIGNPOST SOLUTIONS. 2.00 HAZELWICK AVENUE BURIED UTILITIES ARE WIDESPREAD - 5. ALL EXISTING 40mph SPEED LIMIT REFER TO STATUTORY UNDERTAKERS REPEATER SIGNS WITHIN THE SCHEME PLANS. EXTENTS SHALL BE TAKEN DOWN AND REMOVED TO WSCC STORE. EMERGENCY ACCESS - 6. TRAFFIC MANAGEMENT TO BE IN ACCESS FOR EMERGENCY VEHICLES ACCORDANCE WITH TSM CHAPTER 8. MUST BE MAINTAINED.

2.00

RM2 TAKE DOWN EXISTING x2No. 40mph 2.00 SPEED LIMIT REPEATER SIGNS FROM M4 STREET LIGHTING COLUMN AND REMOVE TO WSCC STORE FOR REUSE. Gonzalez-Doval, Daniel Gonzalez-Doval, , by

2.00 DG BS M1 2.00 DG 14.2 08 September 2020 11:52:04 2020 08 September RM4

M4 DRAWING STATUS: , printed on on , printed A - FIT FOR CONSTRUCTION 2.00 HENSON ROAD S018 RM4 M1 S017 RM5 2.00 RM7

14.7 M2 2 London Square, Cross Lanes, Guildford, Surrey, GU1 1UN T+ 44 1483 528 400 wsp.com

S019 RM6 CLIENT: WEST SUSSEX COUNTY COUNCIL, INFRASTRUCTURE GROUP, 3.00 3.00 COUNTY HALL, WEST STREET, CHICHESTER, WEST SUSSEX, M2 PO19 1RH, (01243) 642105. RM2 ATLANTIC PROJECT: HOUSE 3.20 WSCC TEMP ROAD SPACE REALLOCATIONS 3.20 (COVID-19) M7 DETAILED DESIGN TAKE DOWN EXISTING x2No. 40mph SPEED LIMIT REPEATER SIGNS FROM TITLE: STREET LIGHTING COLUMN AND THREE BRIDGES TO MANOR ROYAL, CRAWLEY 3.00 REMOVE TO WSCC STORE FOR REUSE. 3.00 SCHEME PLANS

30.5 SHEET 002 OF 003 FOR CONTINUATION SEE DRAWING 700733505-CRW-PH-003 SCALE @ A1: CHECKED: APPROVED: 1:500 DG

30.0 PROJECT No: DESIGNED: DRAWN: DATE: 70073305 DG DG August 20

DRAWING No: REV: 70073305-CRW-PH-002 C01 C:\USERS\UKDXG007\ONEDRIVE - WSP O365\WSCC POP-UP CYCLE SCHEMES\POUND HILL\STAGE2\700733505-CRW-PH_S2_RELABELLED.DWG SCHEMES\POUND CYCLE POP-UP O365\WSCC - WSP C:\USERS\UKDXG007\ONEDRIVE 2.00 2.00 c WSP UK Ltd File name File M7 TAKE DOWN EXISTING x2No. 40mph DO NOT SCALE SPEED LIMIT REPEATER SIGNS FROM STREET LIGHTING COLUMN AND KEY: FOR CONTINUATION3.00 SEE REMOVE TO WSCC STORE FOR REUSE. DRAWING3.00 700733505-CRW-PH-002

30.5 ROAD CYLINDERS - 6m SPACING

ROAD CYLINDERS - 3m SPACING

30.0 ROAD CYLINDERS - 2m SPACING

EXISTING UNCONTROLLED CROSSING TO BE RETAINED 2.00 2.00 EXISTING CONTROLLED CROSSING

RM2 KEY - TRAFFIC SIGNS & ROAD MARKINGS:

13.00 TRAFFIC SIGNS:

S004 TRAFFIC SIGN REF NUMBER 3.00 A-FRAME / STANCHION MOUNTED 3.00 TRAFFIC SIGN. FRAME TO BE ESTABLISHED USING SANDBAGS M4 COVER WITH PROTECTION TRAFFIC CONES HOUSE TRAFFIC SIGN MOUNTED ON LIGHTING COLUMN / EXISTING POST S020 · FOR NEW SIGN INFORMATION INCLUDING MOUNTING REQUIREMENTS REFER TO SIGN SCHEDULE T4 2.00 1.1 ROAD MARKINGS:

2.00 NEW ROAD MARKINGS - REFER TO RM4 M1 SCHEDULE T9 FOR FURTHER M1 INFORMATION

EXISTING ROAD MARKINGS TO BE 1.50 S021 RM1 REMOVED. REFER TO SCHEDULE T7 FOR FURTHER INFORMATION

NOTES:

M2 1. PROPOSALS BASED ON ORDNANCE SURVEY MAPPING. TO BE CONFIRMED BY ON-SITE RM2 MEASUREMENTS PRIOR TO CONSTRUCTION.

M2 2. PERMANENT ROAD MARKINGS SHALL BE TAKE DOWN EXISTING x2No. 40mph THERMOPLASTIC MATERIAL INA 43.0 HAZELWICK AVENUE SPEED LIMIT REPEATER SIGNS FROM CCORDANCE WITH BS EN 1871. PERMANENT STREET LIGHTING COLUMN AND MARKINGS SHALL BE REFLECTORISED IN 1.30 REMOVE TO WSCC STORE FOR REUSE. ACCORDANCE WITH BS EN 1423. FOR WHITE M4 ROAD MARKINGS THE REFLECTIVITY REQUIRED IS CLASS R2. 3. WHERE EXISTING ROAD MARKINGS ARE TO 3.85 OCEAN S022 BE MASKED OUT BY BLACK COLOUR PAINT HOUSE RM7 1.50 THIS SHALL COMPLY WITH BS 7962:2000 S025 WITH AMENDMENT 1, DATED 2004. THE BLACK MASKING MATERIALS SHALL AHVE A RM4 M1 3.00 MINIMUM CLASS OF 1 SKID RESISTENCE TO 3.00 S023 TABLE 8 OF BS EN 1436. 1.50 4. ALL PROPOSED SIGNS MOUNTING ON

M2 25.0 M1 LIGHTING COLUMNS, THE MOUNTING 3.00 BRACKETS AND THEIR STAINLESS STEEL 3.00 BAND STRAP FIXINGS ARE BACKED WITH NEOPRENE RUBBER STRIPS TO PROTECT THE COLUMN SHAFT FROM ANY DAMAGES. THE NEOPRENE STRIPS CAN BE OBTAINED RM2 S024 FROM SIGNPOST SOLUTIONS. 5. ALL EXISTING 40mph SPEED LIMIT 11.6 REPEATER SIGNS WITHIN THE SCHEME EXTENTS SHALL BE TAKEN DOWN AND 2.00 M7 REMOVED TO WSCC STORE. 6. TRAFFIC MANAGEMENT TO BE IN ACCORDANCE WITH TSM CHAPTER 8. RM2 S026 EXISTING 40mph SPEED LIMIT TERMINAL SIGN PLATES SHALL BE M1 REPLACED WITH 30mph SIGN PLATES ON SAME POST 2.00

HAZELWICK ROADM1 15.2

EMERGENCY ACCESS -

Gonzalez-Doval, Daniel Gonzalez-Doval, ACCESS FOR EMERGENCY VEHICLES RM7 REPLACED EXISISTING FULL HEIGHT

, by MUST BE MAINTAINED. KERB WITH BULLNOSE KERB TYPE BN3 IN 2.00 ACCORDANCE WITH WSCC-SD1-1100-011.

M2 RM3 AVOID EXISTING UTILITY COVER ON DG BS FOOTWAY. LIDL M6 DG 08 September 2020 11:52:28 2020 08 September M1 RM3

DRAWING STATUS: , printed on on , printed A - FIT FOR CONSTRUCTION ICELAND BURIED UTILITIES ARE WIDESPREAD - S027 LIVE TRAFFIC - REFER TO STATUTORY UNDERTAKERS SCHEME EXTENTS THROUGHOUT SCHEME EXTENTS S030 PLANS. 2.70 2.00

15.0 RM7 PRIVATE ACCESS - EMERGENCY ACCESS - S028 M7 13.3 ACCESS FOR PRIVATE VEHICLES MUST ACCESS FOR EMERGENCY VEHICLES 2 London Square, Cross Lanes, Guildford, Surrey, GU1 1UN T+ 44 1483 528 400 BE MAINTAINED AT ALL TIMES MUST BE MAINTAINED AT ALL TIMES M3 THROUGHOUT THE ENTIRE LENGTH OF THROUGHOUT THE LENGTH OF THE wsp.com THE SCHEME. SCHEME. THREE BRIDGES CLIENT: WEST SUSSEX COUNTY COUNCIL, M5 RAIL STATION INFRASTRUCTURE GROUP, 2.85 A2220 HASLETT AVENUE EAST COUNTY HALL, WEST STREET, HEALTH & SAFETY: S029 CHICHESTER, WEST SUSSEX, 3.25 PO19 1RH, (01243) 642105. Graphical Representation of Risk Information on Drawing THREE BRIDGES RAILWAY STATION - PROJECT: KEY: HIGH LEVELS OF PEDESTRIAN AND CYCLE WSCC TEMP ROAD SPACE REALLOCATIONS ACTIVITY (COVID-19) Indicates a residual risk as a warning DETAILED DESIGN

Indicates a residual risk requiring compulsory action TITLE: THREE BRIDGES TO MANOR ROYAL, Indicates a residual risk requiring a CRAWLEY prohibitive action SCHEME PLANS SHEET 003 OF 003 Indicates a residual risk for information HIGH VOLTAGE OVERHEAD POWER SCALE @ A1: CHECKED: APPROVED: 1:500 DG CABLES. FOR PROPOSALS ALONG HASLETT AVENUE EAST PLEASE REFER TO PROJECT No: DESIGNED: DRAWN: DATE: REPRODUCED FROM OR BASED UPON 2013 ORDNANCE DRAWINGS 70073305-CRW-TB-(001 TO 004) 70073305 DG DG August 20

SURVEY MATERIAL WITH PERMISSIONS OF THE CONTROLLER SCHEME EXTENTS SCHEME DRAWING No: REV: OF HMSO © CROWN COPYRIGHT RESERVED. UNAUTHORISED REPRODUCTION INFRINGES CROWN COPYRIGHT AND MAY 70073305-CRW-PH-003 C01 C:\USERS\UKDXG007\ONEDRIVE - WSP O365\WSCC POP-UP CYCLE SCHEMES\POUND HILL\STAGE2\700733505-CRW-PH_S2_RELABELLED.DWG SCHEMES\POUND CYCLE POP-UP O365\WSCC - WSP C:\USERS\UKDXG007\ONEDRIVE LEAD TO PROSECUTION OR CIVIL PROCEEDINGS. WEST SUSSEX COUNCIL LICENCE No.100023447 c WSP UK Ltd File name File