POSSIBLE FUTUREEXTENSION DRAFT Appen… · refer to the health and safety plan for further...
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EXISTING FOOTWAY WIDENED TO 3m FOOTWAY/CYCLEWAY EXISTING FOOTWAY WIDENED TO 3m FOOTWAY/CYCLEWAY END OF CYCLEWAY END OF CYCLEWAY END OF CYCLEWAY 2.0m FOOTWAY POSSIBLE FUTURE FOOTWAY POSSIBLE FUTURE ROAD POSSIBLE FUTURE EXTENSION 3.0m FOOTWAY/CYCLEWAY 3.0m FOOTWAY/CYCLEWAY ACCESS TRACK TO PUMPING STATION POSSIBLE FUTURE FOOTWAY OR FOOTWAY/CYCLEWAY POSSIBLE FUTURE FOOTWAY OR FOOTWAY/CYCLEWAY 1.0m VERGE 3.0m LANDSCAPE PLANTING ZONE 3.0m LANDSCAPE PLANTING ZONE GRASSCRETE OR SIMILAR ACCESS TRACK TO PUMPING STATION 1200Ø @ 1:500, PN 1.001 300Ø @ 1:18, PN 1.000 1200Ø @ 1:500, PN 1.002 1200Ø @ 1:500, PN 1.003 1200Ø @ 1:498, PN 1.004 1200Ø @ 1:500, PN 1.006 1200Ø @ 1:499, PN 7.002 CL 9.345 IL 8.957 (SWALE) IL 4.919 (PIPE) CL 10.090 IL 8.590 CL 7.935 IL 7.547 (SWALE) IL 4.788 (PIPE) GROSS PARCEL AREA: 5.926 Ha ASSUMED DRAINED CATCHMENT: 5.926 Ha (100%) CL 7.610 IL 4.743 CL 7.535 IL 7.147 (SWALE) IL 4.512 (PIPE) CL 8.000 IL 4.670 CL 7.265 IL 6.877 (SWALE) IL 4.444 (PIPE) 1200Ø @ 1:500, PN 1.007 SWALE @ 1:500, PN 5.000 SWALE @ 1:126, PN 9.000 SWALE @ 1:46, PN 2.000 SWALE @ 1:448, PN 10.000 CL 7.705 IL 7.317 (SWALE) IL 4.555 (PIPE) SWALE @ 1:123, PN 6.000 1200Ø @ 1:500, PN 1.005 SWALE @ 1:500, PN 4.000 CL 7.645 IL 7.257 (SWALE) IL 4.661 3.0m FOOTWAY/CYCLEWAY GATES GATES EXISTING GATED ACCESS ROAD ENTRANCE RE-MODELLED HGV ACCESS TO PARCEL 1 ACCESS TO PARCEL 1 CAR PARK GENERAL ARRANGEMENT KEY PROPOSED PHASE 1 KERBLINE PROPOSED PHASE 1 CENTRELINE PROPOSED PHASE 1 HIGHWAY VERGE PROPOSED PHASE 2 KERBLINE (FUTURE OPTION) PROPOSED PHASE 2 CENTRELINE (FUTURE OPTION) PROPOSED PHASE 2 VERGE (FUTURE OPTION) PROPOSED SITE INTERNAL PARCEL BOUNDARY EXISTING LIGHTING COLUMN TO REMAIN PROPOSED LIGHTING COLUMN ADOPTABLE SURFACE WATER SEWER ADOPTABLE SURFACE WATER MANHOLE ADOPTABLE SURFACE WATER RISING MAIN ADOPTABLE FOUL WATER SEWER ADOPTABLE FOUL WATER MANHOLE ADOPTABLE FOUL WATER RISING MAIN PRIVATE FOUL WATER MANHOLE HIGHWAY DRAIN HIGHWAY SWALE PRIVATE SURFACE WATER DRAIN PRIVATE SURFACE WATER MANHOLE P01 16.11.2017 PRELIMINARY ISSUE SP SJC SJC PRELIMINARY CONSTRUCTION (DESIGN AND MANAGEMENT) REGULATIONS 2015 DESIGNERS HAZARD INFORMATION FOR CONSTRUCTION 1. IF YOU DO NOT FULLY UNDERSTAND THE RISKS INVOLVED DURING THE CONSTRUCTION OF THE ITEMS INDICATED ON THIS DRAWING ASK YOUR MANAGER, HEALTH & SAFETY ADVISOR OR A MEMBER OF THE DESIGN TEAM BEFORE PROCEEDING. THE ABOVE NOTES REFER SPECIFICALLY TO THE INFORMATION SHOWN ON THIS DRAWING. REFER TO THE HEALTH AND SAFETY PLAN FOR FURTHER INFORMATION. North Kiln, Felaw Maltings, 46 Felaw Street, Ipswich, Suffolk IP2 8PN Tel: 01473 231100 Website: www.mlmgroup.com - - DRAFT PROJECT DRAWING TITLE DRAWING STATUS CLIENT DRAWN/DESIGN REVISION SCALE REV DATE REVISION MADE CHK MLM REF STATUS SUITABILITY DESCRIPTION PRINT ACCURACY INDICATOR 50mm 100mm 100mm 50mm APP PROJECT ORIGINATOR VOLUME/ SYSTEM LEVELS & LOCATIONS ROLE NUMBER TYPE P01 0110 C DR XX ZZ MLM 619080 619080 @A1 1:500 SP WESTERN SPINE ROAD GENERAL ARRANGEMENT SHEET 1 OF 2 SPROUGHTON ENTERPRISE PARK SPROUGHTON ROAD, IPSWICH NOTES 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ENGINEERS, ARCHITECTS AND SPECIALISTS DRAWINGS AND THE SPECIFICATION. 2. DO NOT SCALE FROM THIS DRAWING MANUALLY OR ELECTRONICALLY. WRITTEN PERMISSION MUST BE OBTAINED FROM MLM PRIOR TO SCALING ELECTRONICALLY OR USING THIS ELECTRONIC FILE. 3. FOR DRAINAGE INFORMATION, REFER TO MLM DRAWING 618984/200. 4. PROPOSED STREET LIGHTING TO BE TO SCC HIGHWAYS APPROVAL AND SPECIFICATION. Appendix C
POSSIBLE FUTUREEXTENSION DRAFT Appen… · refer to the health and safety plan for further information. north kiln, felaw maltings, 46 felaw street, ipswich, suffolk ip2 8pn tel:
