1. 1. PARK LANE MEWS HOTEL PROJECT 01 WELCOME Welcometoapublicexhibitionoftheproposalsfor the Park Lane Mews Hotel Project, incorporating 16 Stanhope Row, 16a, 16b & 17 Market Mews, 37 Hertford Street, 36 Hertford Street and 46 Hertford Street. Genting UK, together with architects Stiff + Trevillion, have prepared plans to redevelop the site for a new hotel with an ancillary casino. Genting UK will shortly be submitting a planning application to Westminster City Council. You are invited to view the boards on display, which outline our proposals for the site. We would be grateful if you could complete a feedback form to let us know your views on the scheme. Members of the project team are on hand to answer any questions you may have and provide further information if required. PARK LANE MEWS HOTEL (2 STANHOPE ROW) 16 & 17A MARKET MEWS 36 HERTFORD STREET 37 HERTFORD STREET 46 HERTFORD STREET PARK LANE MEWS HOTEL (2 STANHOPE ROW) 16 & 17A MARKET MEWS 36 HERTFORD STREET 37 HERTFORD STREET 46 HERTFORD STREET 8 17a 36 STANHOPEROW 1 23 46 27 16a 24 17 7 Leconfield House Carrington Carrington House House 2 24 10a 21 Bank House 32 11 48 17c 42 15 MARKET MEWS MARKET MEWS MARKET 6 BRICK STREET BRICK STREET BRICK 50 Curzon House Bank 10 10 55 6 11 12a12a DOW N STREET Garage 18.1m 12 HERTFORDSTREET 26 Bank Hotel 49 21 21 Hotel 31 Shepherd Shepherd PH 19 17 17 MEWS 23 SHEPHERD STREET 17 3 17a 37 16 1 37 to 49 11 4 1 to 8 8 47 Vicarage Cinema 15 22 22 to 28 DERBY DERBYSTST DERBYST DERBY DERBYST DERBY 6b 1 25 38 Works 6a 37 Interpark HouseInterpark HouseInterpark 2 5 301 to 311 30 Chy 20.2m 2 7 2 701 to 705705 6b 26 36 10 2to5 39a 7 to 9 Hotel Hotel TREBECKSTREET TREBECKSTREET TREBECK 601 to 605605 23 2a Market 21a to Christ 16 52 Club 1 38 33 22 8 Church 20 13 9 HERTFORD STREET 44 501 to 511 6 5 16.9m 14 20 21 29 15 Park 31 to 35 Curzon 17b 20 34 Fig. 1. Site Location PlanFig. 2. Park Lane Mews Hotel - as Existing Fig. 3. Site Location Satellite Image Fig. 4. Aerial View from South Fig. 5. Aerial View from North
2. 2. PARK LANE MEWS HOTEL PROJECT ABOUT THE ARCHITECT Stiff+Trevillion are an award-winning architectural practice with over twenty-five years of experience working in the UK and mainland Europe. The practice is a design-led studio with a varied workload, ranging from masterplanning and mixed-use new buildings to high quality interior design and private residential projects. Current projects in Westminster include: Queens Apartments, W2 Westbourne House, Westbourne Grove 55 Victoria Street, SW1 Regent House, George Street, W1 40 Beak Street, Soho Other major London projects include: 127-135 Sloane Street, Chelsea 15 Bishopsgate, City of London 10-4 Pentonville Road, Islington Portobello Dock, London W10 One Valentine Place, London, SE1 ABOUT GENTING UK Genting UK is one of the leading casino operators in the UK with 6 casinos in London. ThisincludesCrockfordsClubonCurzonStreetinMayfair, which is one of the oldest and most exclusive casinos in the world and attracts an international clientele. The company also operates the exclusive Colony Club on Hertford Street and Maxims Casino Club in Kensington. Genting operates successfully in the UK in one of the strictest gambling regimes in the world where security, compliance and safety are of paramount importance. PROJECT BRIEF Having acquired the Park Lane Mews Hotel and a number of adjoining properties, Genting intend to redevelop the site to provide a very high quality mixed-use development comprising a luxury boutique hotel with a small exclusive casino, and private residential apartments. The proposals are an evolution of the already consented scheme for the redevelopment of the site. Fig. 6. Crockfords, 30 Curzon Street Fig. 7. The Colony Club, 24 Hertford Street Queens Apartments, W2 10-4 Pentonville Road, Islington 131 Sloane Street One Valentine Place, SE1 Regent House, George Street / Edgware Road 02 PROJECT TEAM 15 Bishopsgate, City of London
3. 3. PARK LANE MEWS HOTEL PROJECT EXISTING BUILDINGS AND USES PARK LANE MEWS HOTEL: The existing Park Lane Mews Hotel falls short of modern day requirements for high-quality hotel accommodation: Guest rooms are too small Floor-to-ceiling heights are too low Entrances are cramped, communal dining & bar facilities are inadequate back-of-house facilities are below standard. The building fabric does not meet current energy efficiency levels, while the building services have reached end-of life. The architectural language is not of high quality, completed in a pastiche style in the 1980s, and formed of a haphazard composition. The existing service bay arrangement is inefficient, and forms a blank section to the facade where there should be active frontage. 16 & 17 A MARKET MEWS 16 & 17 A Market Mews consists of a series of parking garages at ground level with residential accommodation above. The residential part of 16 & 17A Market Mews is in a very poor state of repair. As per the permitted scheme, It is proposed that this part of the site is redeveloped, and changed from C3 Residential to C1 Hotel use. As part of this element of the works, an off-street servicing and delivery area would be provided at ground level, preferable to the existing arrangements on Stanhope Row and to the rear of Shepherd Street. The loss of residential use is proposed to be offset by the part-conversion to residential use of 46 Hertford Street - please see details below. 36 HERTFORD STREET 36 Hertford Street as existing has C3 Residential Use. The property comprises five storeys plus lower ground, split into 7 no. flats. The building is Grade II Listed, but is in need of substantial renovation and refurbishment works. As per the permitted scheme, it is proposed to undertake these refurbishment works and to provide a number of high-quality private apartments within. 37 HERTFORD STREET 37 Hertford Street as existing has C3 Residential use. The property comprises four storeys plus lower ground, split into 6 no. flats. As per the permitted scheme, it is proposed that this building is redeveloped, in order that floor levels can be aligned with the adjacent 36 Hertford Street, and therefore lift access can be provided to serve all levels of the residential apartments to both addresses. 46 HERTFORD STREET 46 Hertford Street as existing is a period property in B1 Office use, converted from residential some years ago. Comprises five storeys plus lower ground. 03 THE SITE RENDERRENDER RENDER RENDER STONESTONESTONE SLOPING SLATE ROOF ROOF LINE DEDUCED CHIMNEY PIPE BALCONY VENT DUCT SIGN HERITAGE SIGN SIGN VENT VENT VENT VENT VENTVENT VENT VENTVENT VENT VENT VENT VENT VENT VENT VENT VENTVENT BRICK BRICK BRICK BRICK BRICK VENT ELEVATION A-A CHANGE OF ANGLE OF ELEVATION BASE LINE CHANGE OF ANGLE OF ELEVATION BASE LINE BRICKBRICK STR BRICK BRICK BRICK BRICK STONE BRICK BRICK BRICK BRICK BRICK BRICK RENDER NO VISUAL ACCESS DETAIL DEDUCED DETAIL DEDUCED NO VISUAL ACCESS BRICK BRICK STONE SHUTTER DOOR VENT CANOPY STONE STONE BRICK STONE STANHOPE ROW ELEVATION E-E ELEVATION F-F MARKET MEWS ELEVATION J-J HERTFORD STREET STANHOPE ROW DETAIL DEDUCED NO VISUAL ACCESS NO VISUAL ACCESS DETAIL DEDUCED BRICK BRICK BRICKBRICK BRICKBRICK VENT VENT VENT VENT VENT VENT STONE BRICK BRICK BRICK BRICK VENT VENT BALCONY RAILING PIPE STR STONE STONE BALCONY PIPE VENT VENT RENDER RENDER RENDERRENDER NO VISUAL ACCESS DETAIL DEDUCED SLOPING ROOF STACKSTACK RENDER STONE RENDER RENDER STONE RENDER RENDER STONE NO VISUAL ACCESS DETAIL DEDUCED. ROOF SLOPING SLOPING ROOFDETAIL DEDUCED. NO VISUAL ACCESS RENDER RENDER STONE RENDER RENDER RENDER NO. 40 PANAMA HOUSE NO. 41 NO. 39 NO. 38NO. 37NO. 36 HERTFORD STREET ELEVATION G-G STANHOPE ROW ELEVATION H-H SEE DRAWING 6409/02 FOR DETAILS. CHANGE IN ELEVATION BASELINE ANGLE. CHANGE IN ELEVATION BASELINE ANGLE. SEE DRAWING 6409/02 FOR DETAILS. Fig. 8. Park Lane Mews Hotel - Elevation as Existing with adjoining 36 Hertford Street Fig. 9. 36 & 37 Hertford Street - Elevation Fig. 10. 16 & 17 A Market Mews - Elevation Fig. 11. Existing Park Lane Mews Hotel - View from Pitts Head Mews Fig. 12. Existing Park Lane Mews Hotel - View from Shepherd Street Fig. 13. 16 & 17 A Market Mews View as Existing Fig. 14. 36 & 37 Hertford Street View facing Stanhope Row Fig. 15. 36 & 37 Hertford Street
4. 4. PARK LANE MEWS HOTEL PROJECT Consent was granted on 4 March 2010 for application [09/09841/FULL] submitted by the previous owner, Premio Group Holdings Ltd. This scheme proposed substantial redevelopment of the site, Including: Demolition of the existing buildings to: Park Lane Mews Hotel, 16 & 17 A Market Mews, 37 Hertford Street. New hotel building consisting of 6-storeys plus lower ground and basement, incorporating larger but fewer hotel rooms, dedicated restaurant facility, etc. Incorporation of the rebuilt low-level Market Street block into hotel use, in order to provide additional rooms plus an off-street servicing and delivery bay Uppermost storey of the hotel block is a set-back penthouse residential apartment, accessed from the 37 Hertford Street entrance. Restoration / renovation / refurbishment and internal modifications of the Grade II listed 36 Hertford Street to provide new residential apartments, over five storeys plus lower ground floor. Redevelopment of the site at 37 Hertford Street, to provide five storeys plus lower ground floor. Re-built in order to match the floor levels of the adjacent No. 36, in order to provide shared accessible passenger lift and stairs to both properties. Associated Public Realm improvements to Stanhope Row Fig. 16. Park Lane Mews Hotel - Elevation to Stanhope Row - Permitted Scheme Internal Arrangements As Permitted Basement Plan As Proposed Lower Ground Floor Plan As Proposed Ground Floor Plan As Proposed First Floor Plan As Proposed Second Floor Plan As Proposed Third Floor Plan As Proposed Fourth Floor Plan As Proposed Fifth Floor Plan As Proposed Roof Plan As Proposed Residential Hotel SharedHotel Restaurant 04 EXISTING PERMISSION Fig. 17. Park Lane Mews Hotel - Permitted Scheme - View from Pitts Head Mews Fig. 18. Park Lane Mews Hotel - Permitted Scheme - View from Hertford Street
5. 5. PARK LANE MEWS HOTEL PROJECT PLANS AS PROPOSED GIA 375.597 sq m: SHARED GIA 181.139 sq m: C3 RESI ANCILLARY INTAKE AIR BUILDING SERVICES PLANT AREA RESIDENTIAL BUILDING SERVICES - WATER SERVICES - ELECTRICAL SWITCH ROOM - BOILERS & CALORIFIERS GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm GIA 562.688 sq m: BLOCK GEA 648.647 sq m: BLOCK GEA 209.002 sq m: C3 RESI GEA 440.344 sq m: SHARED 20 10m4 6 8BASEMENT PLAN AS PROPOSED Scale: 1:100 1 Basement Plan As Proposed Lower Ground Floor Plan As Proposed Ground Floor Plan As Proposed First Floor Plan As Proposed Second Floor Plan As Proposed Third Floor Plan As Proposed Fourth Floor Plan As Proposed Fifth Floor Plan As Proposed Roof Plan As Proposed GIA 156.088 sq m: C1 HOTEL RESI NSA 81.356 sq m: [2-BED DUPLEX] UNIT 2 RESI NSA 56.15 sq m: [2-BED DUPLEX] UNIT 1 WASTE& RECYCLING WASTE& RECYCLING CYCLE STORE CYCLE STORE CYCLE STORE CYCLE STORE WASTE & RECYCLING 36HERTFORDSTREET 37HERTFORDSTREET HOTEL STAFF BACK-OF-HOUSE RESIDENTIAL SERVICE LOBBY GEA 167.715 sq m: C3 RESI GIA 141.681 sq m: C3 RESI GEA 174.703 sq m: C1 HOTEL GIA 156.088 sq m: C1 HOTEL GIA 322.616 sq m: C1 HOTEL GIA 25.484 sq m: C1 HOTEL GIA 208.287 sq m: SHARED GIA 28.515 sq m: C1 HOTEL SHOWERS NOT IN DEMISE CENTRAL KITCHEN WC'S INTAKE AIR GIA 599.437 sq m: BLOCK HOTEL BREAKFAST & DINING ROOM PAVEMENT LIGHTS OVERHEAD GEA 237.969 sq m: SHARED VOID ABOVE BIKE STORAGE DISPENSEBAR WC'S WS WS GEA 642.604 sq m: BLOCK GEA 30.615 sq m: C1 HOTEL GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm GEA 25.484 sq m: C1 HOTEL GEA 348.056 sq m: C1 HOTEL RESTAURANT SUBSTATION PLANTACCESS HATCHABOVE LOWER GROUND PLAN AS PROPOSED Scale: 1:100 1 0 2 4 6 8 10 M STANHOPE ROW MARKETMEWS HERTFORDSTREET 46 11 15 10 17 37 22 44 14 NIA 80.834 sq m: [2-BED RESI] UNIT 4 NIA 35.81 sq m: [2-BED DUPLEX] UNIT 3 RESI NSA 53.09 sq m: [2-BED DUPLEX] UNIT 2 RESI NSA 37.877 sq m: [2-BED DUPLEX] UNIT 1 GEA 167.084 sq m: C3 RESI GIA 144.728 sq m: C3 RESI GIA 155.472 sq m: C3 RESI GEA 172.595 sq m: C3 RESI GIA 104.29 sq m: SHARED GIA 2.38901e-06 sq m: CASINO GIA 15.641 sq m: CASINO GIA 31.883 sq m: CASINO GIA 157.534 sq m: C1 HOTEL GIA 17.637 sq m: C1 HOTEL GIA 78.022 sq m: HOTEL & CASINO RECEPTION GIA 19.595 sq m: SHARED GIA 28.832 sq m: SHARED GIA 19.902 sq m: SHARED HOTEL & CASINO RECEPTION LINK ACCESS STORE EXISTING GARAGENOT IN DEMISE INTAKE AIR GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm SHEPHERD MEWS PASSAGE CONCIERGE HOTEL LOUNGE DELIVERIES 1280ltrEurobin1260(L)x985(W)1280ltrEurobin1260(L)x985(W) CASINO LIFTLOBBY HOTEL LIFTLOBBY VOID FIRE EXIT FEATURE STAIR TO CASINO RECEPTION STAFF GEA 81.02 sq m: HOTEL & CASINO RECEPTION GEA 32.961 sq m: SHARED GEA 166.728 sq m: C1 HOTEL GEA 199.784 sq m: BLOCK GEA 325.822 sq m: BLOCK GEA 149.925 sq m: SHARED USE GEA 19.337 sq m: C1 HOTEL GIA 273.353 sq m: BLOCK GIA 186.367 sq m: BLOCK GEA 49.024 sq m: CASINO 1280ltrEurobin1260(L)x985(W) 1280ltrEurobin1260(L)x985(W) 1280ltrEurobin1260(L)x985(W) REFUSE PLANTACCESS HATCH SUBSTATIONVENT GROUND FLOOR PLAN AS PROPOSED Scale: 1:100 1 0 2 4 6 8 10 M SHARED GIA 27.333 sq m: CASINO GIA 414.952 sq m: SHARED GIA 19.152 sq m: GIA 3.217 sq m: C1 HOTEL GIA 8.3 sq m: C1 HOTEL SHARED GIA 18.347 sq m: SALLE PRIV BAR GIA 488.688 sq m: BLOCK STORE GEA 8.3 sq m: C1 HOTEL GEA 3.217 sq m: C1 HOTEL GEA 452.261 sq m: CASINO GEA 541.81 sq m: BLOCK GEA 20.601 sq m: SHARED GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm GEA 52.903 sq m: SHARED RESI NSA 52.157 sq m: [2-BED DUPLEX] UNIT 3 RESI NSA 46.632 sq m: [1-BED RESI] UNIT 6 RESI NSA 109.492 sq m: [2-BED RESI] UNIT 5 36HERTFORDSTREET 37HERTFORDSTREET GEA 136.452 sq m: C3 RESI GIA 122.843 sq m: C3 RESI GIA 143.552 sq m: C3 RESI GEA 167.084 sq m: C3 RESI 20 10m4 6 8FIRST FLOOR PLAN AS PROPOSED Scale: 1:100 1 SHARED GIA 20.58 sq m: HOTEL GIA 433.517 sq m: CASINOGIA8.5sqm: SHARED GIA 19.152 sq m: SHARED GIA 10.725 sq m: ROOM AREA: 26m2 ROOM AREA: 27m2 ROOM AREA: 38m2 ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 31m2 ROOM 2.01ROOM 2.04 ROOM 2.03 SUITE 2.10 ROOM 2.02ROOM 2.05 ROOM 2.06 ROOM 2.07 ROOM 2.08 ROOM 2.09 LIFTLOBBY ROOM AREA: 53m2 STORE GEA 37.695 sq m: SHARED GEA 8.5 sq m: CASINO GIA 488.808 sq m: BLOCK GEA 20.532 sq m: SHARED GEA 476.225 sq m: C1 HOTEL GEA 543.036 sq m: BLOCK GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm RESI NSA 52.551 sq m: [1-BED RESI] UNIT 9 RESI NSA 46.63 sq m: [1-BED RESI] UNIT 8 RESI NSA 100.629 sq m: [3-BED RESI] UNIT 7 GEA 136.452 sq m: C3 RESI GIA 123.683 sq m: C3 RESI GIA 146.761 sq m: C3 RESI SECOND FLOOR PLAN AS PROPOSED Scale: 1:100 1 0 2 4 6 8 10 M HOTEL GIA 384.49 sq m: CASINOGIA8.251sqm: SHARED GIA 10.725 sq m: SHARED GIA 20.58 sq m: SHARED GIA 19.152 sq m: GIA 442.619 sq m: BLOCK ROOM AREA: 61m2 ROOM 3.01ROOM 3.02ROOM 3.03ROOM 3.04ROOM 3.05ROOM 3.06SUITE 3.07 SUITE 3.08 ROOM AREA: 53m2 LIFTLOBBY GEA 37.683 sq m: SHAREDGREEN ROOF VOID GEA 8.25 sq m: CASINO GEA 20.601 sq m: SHARED GEA 419.901 sq m: C1 HOTEL GEA 486.482 sq m: BLOCK GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 29m2 ROOM AREA: 31m2 RESI NSA 52.412 sq m: [1-BED RESI] UNIT 12 RESI NSA 46.587 sq m: [1-BED RESI] UNIT 11 RESI NSA 116.617 sq m: [2-BED RESI] UNIT 10 GEA 136.452 sq m: C3 RESI GEA 162.108 sq m: C3 RESI GIA 124.335 sq m: C3 RESI GIA 143.532 sq m: C3 RESI THIRD FLOOR PLAN AS PROPOSED Scale: 1:100 1 0 2 4 6 8 10 M CASINOGIA8.251sqm: SHARED GIA 10.725 sq m: SHARED GIA 20.58 sq m: HOTEL GIA 359.328 sq m: ROOM AREA: 24m2 GEA 37.748 sq m: SHARED SHARED GIA 19.152 sq m: ROOM 4.2 ROOM 4.1 LIFTLOBBY ROOM 4.6ROOM 4.7 SUITE 4.9 ROOM AREA: 52m2 ROOM AREA: 31m2 ROOM AREA: 29m2 GEA 8.251 sq m: CASINO ROOM 4.3ROOM 4.4ROOM 4.5 GEA 20.601 sq m: SHARED ROOM 4.8 ROOM AREA: 27m2ROOM AREA: 24m2 ROOM AREA: 24m2ROOM AREA: 24m2ROOM AREA: 24m2 GIA 417.776 sq m: BLOCK GEA 461.369 sq m: BLOCK GEA 406.407 sq m: C1 HOTEL GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm NSA 145.091 sq m: [3-BED RESI] UNIT 13 PENTHOUSE TERRACE GEA 131.578 sq m: C3 RESIDENTIAL GEA 66.946 sq m: C3 RESIDENTIAL GIA 120.833 sq m: C3 RESI ENSUITE BATH LIVING/ DINING BED 2 BED 3 BED 1 GIA 58.886 sq m: C3 RESI 20 10m4 6 8FOURTH FLOOR PLAN AS PROPOSED Scale: 1:100 1 HOTEL GIA 143.033 sq m: SHARED GIA 31.199 sq m: EXT TERRACE 69.642 sq m: CASINO GIA 117.107 sq m: SHARED GIA 10.843 sq m: GIA 8.25 sq m: C1 HOTEL SHARED GIA 19.152 sq m: TERRACE GEA 356.95 sq m: BLOCK ROOM AREA: 45m2 ROOM AREA: 53xm2 SALLE PRIV SUITE 5.1 SUITE 5.2 BLOCK GIA 329.031 sq m: GEA 151.56 sq m: HOTEL GEA 137.506 sq m: CASINO SALLE PRIV GEA 48.544 sq m: SHARED GEA 8.25 sq m: C1 HOTEL GEA 20.676 sq m: SHARED GREEN ROOF GOODS LIFT 1600kg Car: 1100 x 2000mm Shaft: 1900 x 2400mm Door Opg: 1100mm GREEN ROOF GREEN ROOF RESIDENTIAL PLANT ROOFLIGHT LIFT OVERRUN AOV/ ROOF ACCESS MECHANICAL SMOKE VENT FIFTH FLOOR PLAN AS PROPOSED Scale: 1:100 1 0 2 4 6 8 10 M GREEN ROOF GREEN ROOF RESIDENTIAL PLANT ROOFLIGHT LIFT OVERRUN AOV/ ROOF ACCESS MECHANICAL SMOKE VENT AOV AOV / ROOF ACCESS HATCH BOILER FLUE DISCHARGES ABOVE ROOF LEVEL VIA ROOF COWL KITCHEN EXTRACT DUCT DISCHARGES TO ATMOSPHERE AT ROOF LEVEL VIA HIGH VELOCITY JET COWL ROOF MOUNTED LOW NOISE DRY AIR COOLER SKY SATELLITE DISH 800MM ARABIC SATELLITE DISH 1200MM LIFT OVERRUN PLANT ENCLOSURE GREEN ROOF GREEN ROOF GREEN ROOF 20 10m4 6 8ROOF PLAN AS PROPOSED Scale: 1:100 1 Residential Hotel SharedHotel Restaurant Casino PARK LANE MEWS HOTEL PROPOSALS The scheme as now proposed is intended to match the high quality of the permitted scheme. The design retains the overall massing and height of the permitted scheme, with minor amendments to suit the new internal layouts. The scheme as now proposed will also seek to retain the philosophy of providing fewer, but larger high-quality hotel rooms, with the inclusion of an improved hotel restaurant, and active street frontage. The provision of residential apartments is intended to match the unit type and size of the permitted scheme. The works to 36 Hertford Street retain the existing features of the listed building, while carrying out the necessary repairs and refurbishment to provide residential accommodation to modern standards. AMENDMENTS FROM PERMITTED SCHEME Incorporation of ancillary casino use to the hotel. This includes making associated internal arrangement alterations to suit the necessary licensing requirements, including a separate public entrance and segregated circulation. Number of hotel guest rooms is correspondingly reduced from 44 to 29. Reduction in the amount of basement excavation required. Provision of hotel use (lounge bar & external terrace) to the set-back top storey of the hotel block, in place of the residential penthouse apartment to the consented scheme. Elevational changes to Park Lane Mews Hotel building Provision of an enclosed external courtyard at first floor level to Market Mews, to provide external space to the casino, while preventing any noise breakout associated with an open terrace. The inclusion of residential use within 46 Hertford Street to provide the required additional residential area to meet Westminster policy. Some amendments to the residential layouts and unit sizes within 36 & 37 Hertford Street. The unit numbers and mix will be augmented through the inclusion of residential apartments to 46 Hertford Street. 05 PROPOSALS
6. 6. PARK LANE MEWS HOTEL PROJECT Park Lane Mews Hotel - Elevation to Stanhope Row - As Proposed AS EXISTING AS PERMITTED 1 2 34 5 6 5 7 8 MATERIALS KEY 1. 2. 3. 4. 5. 6. 7. 8. GLAZED TERRACOTTA PLINTH BLACK ANODISED ALUMINIUM GLAZING PROJECTING WINDOWS TO GUEST AREAS HAND-MADE FACING BRICKWORK PROFILED GLAZED TERRACOTTA CLADDING DECORATIVE SPANDREL PANEL PPC ALUMINIUM BLACK HORIZONTAL LOUVRES PPC ANODISED ALUMINIUM COPING AS EXISTING AS PERMITTED 1 2 34 5 6 5 7 8 MATERIALS KEY 1. 2. 3. 4. 5. 6. 7. 8. GLAZED TERRACOTTA PLINTH BLACK ANODISED ALUMINIUM GLAZING PROJECTING WINDOWS TO GUEST AREAS HAND-MADE FACING BRICKWORK PROFILED GLAZED TERRACOTTA CLADDING DECORATIVE SPANDREL PANEL PPC ALUMINIUM BLACK HORIZONTAL LOUVRES PPC ANODISED ALUMINIUM COPING Park Lane Mews Hotel - Elevation to Market Mews - As Proposed AS EXISTING AS PERMITTED 2 2 4 4 5 6 8 9 MATERIALS KEY 1. 2. 3. 4. 5. 6. 7. 8. 9. GLAZED TERRACOTTA PLINTH BLACK ANODISED ALUMINIUM GLAZING PROJECTING WINDOWS TO GUEST AREAS HAND-MADE FACING BRICKWORK PROFILED GLAZED TERRACOTTA CLADDING DECORATIVE SPANDREL AN BAY WINDOWS SIDE PANELS PPC ALUMINIUM BLACK HORIZONTAL LOUVRES PPC ANODISED ALUMINIUM COPING SUBSTATION LOUVRES Park Lane Mews Hotel - Elevation to Shepherd Mews - As Proposed AS EXISTING AS PERMITTED 1 2 3 4 5 7 8 MATERIALS KEY 1. 2. 3. 4. 5. 6. 7. 8. GLAZED TERRACOTTA PLINTH BLACK ANODISED ALUMINIUM GLAZING PROJECTING WINDOWS TO GUEST AREAS HAND-MADE FACING BRICKWORK PROFILED GLAZED TERRACOTTA CLADDING DECORATIVE SPANDREL PANEL PPC ALUMINIUM BLACK HORIZONTAL LOUVRES PPC ANODISED ALUMINIUM COPING Park Lane Mews Hotel - Short Section As Proposed Park Lane Mews Hotel - Long Section As Proposed AS EXISTING AS PERMITTED 1 2 34 5 6 5 7 8 MATERIALS KEY 1. 2. 3. 4. 5. 6. 7. 8. GLAZED TERRACOTTA PLINTH BLACK ANODISED ALUMINIUM GLAZING PROJECTING WINDOWS TO GUEST AREAS HAND-MADE FACING BRICKWORK PROFILED GLAZED TERRACOTTA CLADDING DECORATIVE SPANDREL PANEL PPC ALUMINIUM BLACK HORIZONTAL LOUVRES PPC ANODISED ALUMINIUM COPING AS EXISTING AS PERMITTED 1 2 34 5 6 5 7 8 MATERIALS KEY 1. 2. 3. 4. 5. 6. 7. 8. GLAZED TERRACOTTA PLINTH BLACK ANODISED ALUMINIUM GLAZING PROJECTING WINDOWS TO GUEST AREAS HAND-MADE FACING BRICKWORK PROFILED GLAZED TERRACOTTA CLADDING DECORATIVE SPANDREL PANEL PPC ALUMINIUM BLACK HORIZONTAL LOUVRES PPC ANODISED ALUMINIUM COPING As Existing As Proposed 235022502500 2850 2250 2600 2350 2350 26002600 44392170 400350350 15004900 2850 400 2600 35024005002400500 600 32508004003600 1500 BASEMENT 10.000 LOWER GND 14.000 GND (STANHOPE ROW) 18.450 1ST FLOOR 21.750 2ND FLOOR 25.050 3RD FLOOR 28.050 4TH FLOOR 31.050 5TH FLOOR 34.250 PARAPET 37.500 28502600257528502600 33003300300030003200 2600 PLANT ENCL. 38.500 GND (MARKET STREET) 17.500 335044504000 950 1500 36003500425 2300700 GND (STANHOPE ROW) 18.450 GND (SHEPHERD ST) 17.660 SECOND FLOOR GUEST ROOMS FIRST FLOOR CASINO GROUND FLOOR RECEPTION LOWER GROUND HOTEL RESTAURANT / LOUNGE BAR BASEMENT PLANT AREA THIRD FLOOR GUEST ROOMS FOURTH FLOOR GUEST ROOMS FIFTH FLOOR SALLES PRIVES GUEST SUITES TERRACE ROOF PLANT BASEMENT 10.000 LOWER GND 14.000 GND (STANHOPE ROW) 18.450 1ST FLOOR 21.750 2ND FLOOR 25.050 3RD FLOOR 28.050 4TH FLOOR 31.050 5TH FLOOR 34.250 PARAPET 37.500 28502600257528502600 33003300300030003200 2600 PLANT ENCL. 38.500 GND (MARKET STREET) 17.500 335044504000 950 1500 36003500425 2300700 18.560 - GND (36 HS) 22.260 - 1ST (36 HS) 26.000 - 2ND (36 HS) 29.150 - 3RD (36 HS) 32.100 - 4TH (36 HS) 16.000 - LOWER GND EXISTING 15.500 - LOWER GND PROPOSED 35.590 - PARAPET 36.153 - PLANT ENCLOSURE 35.265 - RIDGE 33.400 - PARAPET (36 HS) ELECTRICAL SUBSTATION SHARED PLANT ROOM HOTEL RESTAURANT STAFF FACILITIES DELIVERY BAY HOTEL / CASINO RECEPTION CASINO PASSAGE TO MARKET MEWS HOTEL ROOMS CASINO SALLES PRIVE HOTEL ROOMS STORAGE BACK-OF HOUSE HOTEL LOUNGE HOTEL ROOMS HOTEL ROOMS 20 10m4 6 8 SECTION AA Scale: 1:50 HOTEL CASINO RESIDENTIAL SHARED / ANCILLARY EXISTING OUTLINE PERMITTED OUTLINE USE CLASSES Residential Hotel SharedHotel Restaurant Casino Park Lane Mews Hotel Sections As Proposed 06 DESIGN
7. 7. PARK LANE MEWS HOTEL PROJECT 1 2 3 5 6 7 PARK LANE MEWS HOTEL BAY STUDY AS PROPOSED The facade design for the project is intended to reference the surrounding fabric of Mayfair, through the use of brickwork as the main material. The brickwork is supplemented by the use of shaped glazed terracotta bays, which will lend colour, luxury and interest to the facade. The window bays are tall and generous, mimicking the proportions of the surrounding historic Georgian fabric. Decorativemetalworkisaddedtothewindowbaystogiveinterestandrichness. A ground floor level plinth of glazed terracotta gives strength and robustness at street level. WINDOW BAY STUDY ROOF: PRE-PATINATED ZINCFACING BRICKWORK : LIGHT-COLOURED CHARCOAL-FIRED BRICK GLAZING FRAMING: PATINATED METAL INSET PANELS: PROFILED GLAZED TERRACOTTA GLAZED TERRACOTTA: DETAILED TEXTURE GROUND FLOOR PLINTH: GLAZED TERRACOTTA FAIENCE DECORATIVE SPANDREL PANEL 1 2 3 4 5 6 7 1 3 7 6 6 5 PARK LANE MEWS HOTEL WINDOW BAY STUDY AS PROPOSED PLMH GUEST ROOMS: WINDOW SEAT WITH SHUTTERS SKETCH FAADE DETAILS 07 FACADE DESIGN 36 Hertford Street is a listed building. The proposals include retaining and refurbishing the existing fabric - in particular the decorated plaster of the internal grand stair. To the facade, the existing render is to be removed, and the brickwork to be repaired and blackened, as per some typical Mayfair townhouses. 37 Hertford Street is not listed, and is to be rebuilt, as per the existing consent. The new frontage is to be in-keeping with the surrounding buildings, mimicking the door and windows. The rebuilding is necessary to enable disabled access and building services to be provided to both buildings, and to bring the building fabric up to modern standards.
8. 8. PARK LANE MEWS HOTEL PROJECT PARK LANE MEWS HOTEL: VIEWS FROM STANHOPE ROW AS EXISTING AS PROPOSED AS EXISTING AS PROPOSED PARK LANE MEWS HOTEL: VIEWS FROM PITTS HEAD MEWS 08 PERSPECTIVE VIEWS 1
9. 9. PARK LANE MEWS HOTEL PROJECT PARK LANE MEWS HOTEL: VIEWS FROM SHEPHERD STREET AS EXISTING AS PROPOSED AS EXISTING AS PROPOSED PARK LANE MEWS HOTEL: VIEW FROM MARKET MEWS 09 PERSPECTIVE VIEWS 2
10. 10. PARK LANE MEWS HOTEL PROJECT AERIAL VIEW FROM SOUTH-WEST AERIAL VIEW FROM NORTH-WEST AERIAL VIEW FROM NORTH-EAST AERIAL VIEW FROM SOUTH-EAST 10 AERIAL VIEWS
11. 11. PARK LANE MEWS HOTEL PROJECT Park Lane Mews Hotel Access Routes Diagram As Proposed DRAWING NU SCALES: DRAWN: DRAWING TIT PROJECT: CLIENT: REV. Notes: 151605/A/01 . DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: Servicing Vehicle Routes Vehicle Drop-off Pedestrian Access ACCESS & SERVICING Access for hotel residents and casino guests will by via the main entrance on Stanhope Row there will be no rear entrance on Shepherd Street. Hotel guests arriving by vehicle will be via Pitts Head Mews and Stanhope row, involving a drop-off zone outside the hotel frontage, as per the existing arrangements. The exit route is via Hertford Street, connecting back to the inner ring road at Park Lane. Hotel deliveries are to be made via Market Mews. A dedicated off-street servicing bay is to be built to replace the garages to the existing mews building. The delivery bay will cater for 2no. panel vans or Luton-type box vans. Refuse collection for the hotel will also be made via Market Mews. A dedicated off-street refuse and recycling store will be incorporated into the design. OPERATION & MANAGEMENT The casino operation will be governed by a stringent Operation Management Plan. Genting have considerable experience of operating casinos in residential areas, and we pay great respect to the needs of the local residents. Entry to the casino will be controlled and limited to members, their guests, hotel residents and guests of the management. All members will receive a copy of the management plan in their welcome packs and are required to adhere to it. The anticipated volume of members and guests will be very low as it will be an exclusive venue. The casino will run a complimentary valet service, allowing cars to be parked in local car parks. The drivers of these vehicles are trained to deliver an efficient and discrete service. A small discreet smoking area has been included in the building design for members and guests to use when required and will prevent anyone smoking outside of the building. 5.885 0.72 3.7 4.6t Light Van Overall Length 5.885m Overall Width 2.000m Overall Body Height 2.526m Min Body Ground Clearance 0.299m Track Width 1.765m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 6.000m DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 151605/AT/A01 . Swept Path Analysis - Panel Van Entry 5.885 0.72 3.7 4.6t Light Van Overall Length 5.885m Overall Width 2.000m Overall Body Height 2.526m Min Body Ground Clearance 0.299m Track Width 1.765m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 6.000m 151605/AT/A02 . DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 8.01 1.21 4.25 7.5t Box Van Overall Length 8.010m Overall Width 2.100m Overall Body Height 3.556m Min Body Ground Clearance 0.351m Track Width 2.064m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 7.400m 151605/AT/C02 . DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 10.4 1.25 5 1.4 10.4m Large Refuse Vehicle (3 axle) Overall Length 10.400m Overall Width 2.500m Overall Body Height 3.814m Min Body Ground Clearance 0.366m Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 9.350m DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 151605/AT/D01 . 10.4 1.25 5 1.4 10.4m Large Refuse Vehicle (3 axle) Overall Length 10.400m Overall Width 2.500m Overall Body Height 3.814m Min Body Ground Clearance 0.366m Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 9.350m 151605/AT/D02 . DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 5.885 0.72 3.7 4.6t Light Van Overall Length 5.885m Overall Width 2.000m Overall Body Height 2.526m Min Body Ground Clearance 0.299m Track Width 1.765m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 6.000m DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 151605/AT/A01 . Swept Path Analysis - Panel Van Exit 5.885 0.72 3.7 4.6t Light Van Overall Length 5.885m Overall Width 2.000m Overall Body Height 2.526m Min Body Ground Clearance 0.299m Track Width 1.765m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 6.000m 151605/AT/A02 . DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: Swept Path Analysis - Refuse Van Entry 10.4 1.25 5 1.4 10.4m Large Refuse Vehicle (3 axle) Overall Length 10.400m Overall Width 2.500m Overall Body Height 3.814m Min Body Ground Clearance 0.366m Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 9.350m DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 151605/AT/D01 . Swept Path Analysis - Refuse Van Exit 10.4 1.25 5 1.4 10.4m Large Refuse Vehicle (3 axle) Overall Length 10.400m Overall Width 2.500m Overall Body Height 3.814m Min Body Ground Clearance 0.366m Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 9.350m 151605/AT/D02 . DRAWING NUMBER: SCALES: DRAWN: CHECKED: REVISION: DATE: DRAWING TITLE: PROJECT: CLIENT: REV. DETAILS DRAWN DATECHECKED Notes: 11 OPERATIONAL MANAGEMENT Prepared by Vectos
12. 12. PARK LANE MEWS HOTEL PROJECT STANHOPEROW CHESTERFIELDGARDENS H ALF M O O N STR EET MARKET MEWS STANHOPE GATE WHITEHORSESTREET Shepherd Hire CURZON GATE C LAR G ES STR EET HAMILTON MEWS Shepherd Market Horse Ride PARK LANE HAMILTONPLACE Broad PARK LANE OLD PARK LANE GRANTHAM PLACE SQUARE QUEENSTREET PAR K TREBECKSTREET LANE CURZON SQUARE Market SOUTHAUDLEYSTREET MARKET HERTFORD STREET PARKLANE PITT'S HEAD BRICK STREET SHEPHERD HERTFORDSTREET MEWS DOW N STREET AUDLEY M EW S ACHILLES WAY DEANERY MEWS CARRINGTONSTREET TILNEY STREET YARMOUTH PLACE PARKLANE CHESTERFIELDSTREET DOW N STREET CURZON STREET Cycle SHEPHERD STREET DEANERYSTREET DERBYST Station PICCADILLY Cycle Hire Station Subway Posts CURZON STREET ACCESS ROUTE 1 ACCESS ROUTE 2 EXIT STANHOPEROW CHESTERFIELDGARDENS H ALF M O O N STR EET MARKET MEWS STANHOPE GATE WHITEHORSESTREET Shepherd Hire CURZON GATE C LAR G ES STR EET HAMILTON MEWS Shepherd Market Horse Ride PARK LANE HAMILTONPLACE Broad PARK LANE OLD PARK LANE GRANTHAM PLACE SQUARE QUEENSTREET PAR K TREBECKSTREET LANE CURZON SQUARE Market SOUTHAUDLEYSTREET MARKET HERTFORD STREET PARKLANE PITT'S HEAD BRICK STREET SHEPHERD HERTFORDSTREET MEWS DOW N STREET AUDLEY M EW S ACHILLES WAY DEANERY MEWS CARRINGTONSTREET TILNEY STREET YARMOUTH PLACE PARKLANE CHESTERFIELDSTREET DOW N STREET CURZON STREET Cycle SHEPHERD STREET DEANERYSTREET DERBYST Station PICCADILLY Cycle Hire Station Subway Posts CURZON STREET ACCESS ACCESS ROUTE 2 EXIT ROUTE1 PEROW H ALF M O O N STR EET MARKET MEWS WHITEHORSESTREET Shepherd Hire C LAR G ES STR EET Shepherd Market CE QUEENSTREET TREBECKSTREET Market MARKET HERTFORD STREET BRICK STREET SHEPHERD HERTFORDSTREET DOW N STREET M EW S CARRINGTONSTREET YARMOUTH PLACE CHESTERFIELDSTREET DOW N STREET CURZON STREET Cycle SHEPHERD STREET Station PICCADILLY BO LTO N STREET ACCESS ROUTE 2 Issues & Revisions Rev Date Details of issue / revision RevDrw Birmingham | 0121 233 3322 Leeds | 0113 233 8000 Manchester | 0161 233 4260 London | 020 7407 3879 Nottingham | 0115 924 1100 www.bwbconsulting.com BWB Ref: Date: Scale@A0: Drawn: Reviewed: Drawing Status Project - Originator - Zone - Level - Type - Role - Number Status P1PLMH-BWB-SGN-ZZ-DR-S-0001 PRELIMINARY R Gokool R Lowenthal LNS2157 ACCESS ROUTE FOR SITE A PARK LANE MEWS HOTEL GENTING UK PLC NTS06.07.15 P1 06.07.15 Preliminary Issue RLRSG Notes 1. Do not scale this drawing. All dimensions must be checked/ verified on site. If in doubt ask. 2. This drawing is to be read in conjunction with all relevant architects, engineers and specialists drawings and specifications. 3. All dimensions in millimetres unless noted otherwise. All levels in metres unless noted otherwise. 4. Any discrepancies noted on site are to be reported to the engineer immediately. Key Plan Legend SITE A - PARK LANE MEWS HOTEL SITE B - 46 HERTFORD STREET AdraftConstructionManagementPlanhasbeendevelopedtoaddress the Health & Safety, Environmental and Quality Requirements for the construction phase of the project. The plan will be developed to consider all necessary measures required to minimise the effect of the construction works on the surrounding buildings, roads and to the public, to include: Adequate signage Parking restrictions Phasing of deliveries Restricting noise and dust Planning and Environmental Officers will be consulted to discuss and agree traffic management and logistics, and for granting of the necessary licenses. Programme and phasing requirements will be finalised prior to works commencing. Newsletters will be prepared and circulated to local residents and businesses to introduce the construction team, and provide key contact details, and set out key work activities in order to promote good local relationships. OUTLINE METHODOLOGY The key challenges of the project are: Safe demolition with consideration to neighbours Construction within tight site constraints Management of ground water due to high water table Delivery of materials, distribution & craneage Installation of major plant and timing of such installs There is a double-level basement which will involve specialised temporary works. These will be designed by specialist engineers, and be undertaken by suitably experienced contractors. SITE SET UP An application will be made to create site accommodation within a portion of the retained building. SECURITY Site hoardings, fencing and lockable gates will be erected in accordance with the site logistics plan, subject to approval. Safety and directional signage will be appropriately erected to warn pedestrians and motorists of construction activity PEDESTRIAN ACCESS Site pedestrian access and egress routing will be clearly signed and segregated from all site hazards. The footpath on the east side of Stanhope Row will be closed off and alternative routing clearly signed. DELIVERIES AND TRANSPORT Access and egress from the site will be via Pitts Head mews from the A4142 (Park Lane) and via Down Street from the A4 (Piccadilly). A primary loading area has been identified on Stanhope Row. Construction traffic will be carefully managed and controlled in Stanhope Row at all times by marshalling staff. The existing circular one-way system will be utilised to ensure ease or traffic flow and avoidance of congestion. Loading and unloading during these stages will mainly be in Stanhope Row, whilst maintaining through-access for other vehicles and reducing impact to surrounding residential properties on other roads. The refurbishment of 46 Hertford Street involves significantly less work with smaller vehicles and far fewer deliveries. Similar access points can be used as for the main redevelopment but will utilise an alternative egress route via Curzon Street. Unrestricted access and egress is to be maintained at all times for local residents. Deliveries will be scheduled so as not to arrive during school start and home times, nor during the peak traffic hours of between 0800-0900 and 1700-1800. SUBSTRUCTURE / BASEMENT CONSTRUCTION The ground floor slab will be progressively removed and the existing basement backfilled to provide a level platform for piling works. Piles will be installed around the perimeter to support retained earth and to enable the reduced level dig. Internal columns will be supported on bored concrete piles within the basement footprint. Following installation of waterproofing, works can commence installingthebasementslab,columnsandbasementperimeterwalls, which will then support the Ground Floor Slab and superstructure. Vehiclescarryingdemolitionandexcavationmaterialsshallbesuitably sheeted to minimise dust being released. Additional measures such as water spraying may be deployed to reduce dust from site being blown around. Vehicle wheel / body washing facilities will be provided and used as required. STRUCTURAL FRAME The frame construction will be reinforced concrete with post- tensioned slabs. This technique minimises the quantity of concrete required and reduces the number of deliveries. The uppermost level will be constructed using a structural steel frame which can be pre- fabricated off-site to minimise installation time. ENVELOPE AND ROOF The installation of the external facade will be completed floor by floor moving up the building. The external envelope will be installed early in the programme to provide weatherproofing and so that internal fitout works will be able to proceed unhindered. The roof installation will be commenced as soon as the roof slab is complete. Prepared by BWB Consulting Construction Vehicles Access Routes - Main Site Construction Vehicles Access Routes - Site B Fig. 19. Structural zones Fig. 20. Street zones 12 CONSTRUCTION MANAGEMENT MARKETMEWS HERTFORDSTREET STANHOPE ROW No 36 HERTFORD STREET LISTED GRADE II BUILDING TO BE RETAINED AND REFURBISHED EXISTING BUILDINGS TO BE DEMOLISHED SITE BOUNDARY STRUCTURAL ZONES NOT TO SCALE MARKETMEWS HERTFORDSTREET STANHOPE ROW No 36 HERTFORD STREET LISTED GRADE II BUILDING TO BE RETAINED AND REFURBISHED EXISTING BUILDINGS TO BE DEMOLISHED SITE BOUNDARY STANHOPE ROW MARKETMEWS HERTFORDSTREET MOTORCYCLE PARKING BAYS VEHICLE LOADING / UNLOADING AREA CAR PARKING BAYS PAVEMENT CLOSURE / HOARDING AREA CAR PARKING BAYS Issues & Revisions Rev Date Details of issue / revision ww BWB Ref: Date: Drawn: Re Drawing Status Project - Originator - Zone - Level - Type - R PLMH-BWB-SGN-ZZ-D PRELIMINARY R Gokool LNS2157 ACCESS ZONES PARK LANE ME GENTING UK PL 06 P1 06.07.15 Preliminary Issue Notes 1. Do not scale this drawing. All dimensio on site. If in doubt ask. 2. This drawing is to be read in conjuncti engineers and specialists drawings an 3. All dimensions in millimetres unless no metres unless noted otherwise. 4. Any discrepancies noted on site are to immediately. Key Plan Legend STRUCTURAL ZONES NOT TO SCALE STREET ZONES NOT TO SCALE P2 07.07.15 Parking bay annotations rev
13. 13. PARK LANE MEWS HOTEL PROJECT GENTING ENVIRONMENTAL POLICY Genting is committed to proactively managing and minimising its environmental impact through the adoption of a corporate strategy. As a minimum, Genting will meet all legislative environmental targets and will endeavour to adopt best practice wherever practicable. We have always believed that it is the responsibility of the corporate and individual citizen to play their part and we want and will make every effort to ensure we protect our environment for our local communities and beyond and in doing so we can make a positive contribution to a sustainable future both locally and nationally The Park Lane Mews Hotel project aims to consider environmental issues and translate them into construction with the intention to provide an efficient building with minimal energy demand and low pollution levels. The aim is to provide facilities which support the needs of the current population, without hindering both the natural and existing built environment, for future populations. CLIMATE CHANGE The Proposed Development aims to achieve a reduction in CO2 emissions by enhancing the thermal performance of the building and by using low or zero carbon technologies wherever possible. POLLUTION Actions shall be implemented throughout construction to reduce the potential negative impacts on water, and air, to minimise disturbance to the surrounding areas. In addition, the design of the building shall be undertaken in a way which negates or reduces the impact of pollution during its operation. DESIGN The Proposed Development shall be designed in a manner which minimises the risk of crime. The site shall be designed securely and advice shall be sought from a Security Officer. This seeks to ensure a safe working environment and ensure that the site is safe and accessible. The layout of the site shall be designed to provide safe access for pedestrians and cyclists and cycle storage facilities shall be provided that are safe and secure. Delivery vehicles shall have dedicated access areas to avoid disruption to the local transport network. OPERATION AND MANAGEMENT It is inevitable that any new building, throughout both construction and occupation, will impact upon the existing natural and built environment. The development aims to control this impact through careful monitoring of energy and water consumption and waste production throughout both construction and operation phases. A management strategy shall be established at the handover of the development to ensure the correct operation and use of the building, so that it is used in the most effective and efficient manner. This strategy shall include training and walk-rounds, as well as the production of a non-technical user guide, alongside the technical manuals provided in accordance with the building regulations. The critical part of any low energy building is to see the occupier is fully cognisant with the means of controlling energy use. BREEAM BREEAM is the worlds leading and most widely used environmental assessment method for buildings. It sets the standard for best practice in sustainable design and has become the de facto measure used to describe a buildings environmental performance. The Proposed Development aims to use BREEAM to qualify its environmental and sustainable performance. Credits are then awarded and added together to produce a single overall score. A rating is then achieved based on a scale of Pass, Good, Very Good, Excellent and Outstanding. BREEAM aims are to: To mitigate the impacts of buildings on the environment; To enable buildings to be recognised according to their environmental benefits; To ensure best environmental practice is incorporated in buildings; The development aims to achieve BREEAM certification and a rating of Excellent, the equivalent to a score of 70 %. THE LONDON PLAN The London Plan is the overall strategic plan for London, setting out an integrated economic, environmental, transport and social framework for the development of London over the next 2025 years. The London Plan establishes the framework for the development and use of land in London, linkinginimprovementstoinfrastructure;settingoutproposalsforimplementation,coordination and resourcing; and helping to ensure joined up policy delivery by the Greater London Authority Group of organisations. The London Plan promotes the principle that there should be equality of opportunity for all people, and to: Reducing health inequality and promoting Londoners health Climate change and the consequences of climate change Achieving sustainable development in the United Kingdom The London Plan deals only with things of strategic importance to Greater London however Local councils are encouraged to follow the policies set out in the London Plan. BUILDING DESIGN The London Plan requirements utilise the strategy detailed in the Chartered Institution of Building Services Engineers Design Guide A, which details the Fabric First approach to constructing intrinsically low energy buildings. The fabric first approach examines both the thermal energy use and the regulated electrical energy use, determining the optimum performance of the building fabric in combination with the electrical energy used to light the internal space and provide power for the mechanical systems controlling temperature and air quality within the building. Computational Fluid Dynamic (CFD) modelling software will be used as the design tool to determine the optimum thermal performance of the building, balancing heat losses, heat gains and indoor air quality with the construction of the building envelope and the extent of renewable technologies used. RENEWABLE TECHNOLOGIES Westminster City Council requires all major developments to maximise on-site renewable energy generation to achieve a 20% carbon emission reduction, via its policy S40. For the proposed development there are a number of strategies available to utilise such as: Solar Thermal for domestic hot water production Combined Heat and Power (CHP) systems Photovoltaic Panels for electricity production One or more of these renewable energies shall be selected based on optimising the carbon emission reduction of the proposed development. Park Lane Mews Hotel - Thermal Simulation Model Sample Energy Performance Certificate / BREEAM 13 SUSTAINABILITY Prepared by Engineering Services Consultancy Ltd The fabric first approach examines both the thermal energy use and the regulated electrical energy use, determining the optimum performance of the building fabric in combination with the electrical energy used to light the internal space and provide power for the mechanical systems controlling temperature and air quality within the building. Computational Fluid Dynamic (CFD) modelling software will be used as the design tool to determine the optimum thermal performance of the building, balancing heat losses, heat gains and indoor air quality with the construction of the building envelope and the extent of renewable technologies used. R E N E W A B L E T E C H N O L O G I E S Westminster City Council requires all major developments to maximise on-site renewable energy generation to achieve a 20% carbon emission reduction, via its policy S40. For the proposed development there are a number of strategies available to utilise such as: Solar Thermal for domestic hot water production Combined Heat and Power (CHP) systems Photovoltaic Panels for electricity production One or more of these renewable energies shall be selected based on optimising the carbon emission reduction of the proposed development. Baseline Building, built to exceed the requirements of Building Regulations, maximising the building envelope performance. Utilise systems to service the building which are highly energy efficient and which are controlled to suit the use pattern of the building. Consider the use of renewable energy equipment to generate some or all of the resulting energy demand of the building Fig. 21. Indicative roof-mounted photovoltaic array Fig. 23.Indicative solar thermal collectors Fig. 22.Indicative semi-intensive green roof
14. 14. PARK LANE MEWS HOTEL PROJECT THANK YOU Thank you for attending this public exhibition. We hope that you have found this information useful. To summarise, these proposals will: Provide a finely designed building that responds to the architectural character of the Mayfair. Re-provide a high-quality hotel suitable for the requirements of the West End hotel trade. Provide a well-managed entertainment use that is respectful of the residential nature of the area. Improve the infrastructure of the hotel, ensuring it meets environmentally sustainable for years to come. NEXT STEPS: We will shortly be submitting a planning application to Westminster City Council to seek permission to redevelop the site. PROGRAMME: The timetable below sets out the anticipated key dates for the project: Summer 2015: Planning application submitted to Westminster City Council Winter 2015: Anticipated date for a planning decision Summer 2016: Construction work starts Winter 2018: Construction period complete Park Lane Mews Hotel & No. 36 Stanhope Row: View from Hertford Street As Proposed 14 THANK YOU FEEDBACK To ensure that we understand the views of the local community, we would be grateful if you could take a few moments to fill in a feedback form to let us know your thoughts. The feedback form can be completed and left with staff or sent back to us later using the FREEPOST address. CONTACT DETAILS If you have any further questions or would like more information, please contact us at: T: 020 3697 4385 E: parklanemewshotel@fourcommunications.com Westminster City Council will also consult residents, businesses and the local community as part of the application process. Westminsters officers will collate all feedback received to form part of their report to the planning committee any feedback given here will be passed to Westminster City Council as part of the application.