www.arup.com Tel +44(0)113 242 8498 Fax +44(0)113 242 8573 78 East Street, Leeds, LS9 8EE Admiral House, Rose Wharf, \ Gl ob a l\ e u r op e \ L ee d s \ J ob s \ 230000 \ 231583 - 00 \ 0 Ar up \ 0 - 20 CAD\ 0_ Dr a wi ng s \ W P- ARP- CH- 602 . dgn Highways MEPC Ltd Wellington Place General Arrangement Access Junction Basement Car Park Stage 4 1:50 231583-00 WP-ARP-CH-602 / / 24 06 14 RS CW AG 4.0 4.2 Plot 6 Stage 4 Issue. For Comment. / / 07 10 14 RS CW AG Amended to incorporate LCC comments 4.1 / / 11 03 15 RS CW AG and proposed highway adoption. Updated to reflect revised flood barrier 4.2 M H M H M H R G R G R G R G GA S F H B T L P L P L P B O L B O L B O L B O L R E I C B T I C R G R G 5 0 0 G 750 G 850 B a rr i e r 2x C a b l e s B B B B B B B S LB LB LB LB LB LB LB LB LB LB LB LB TU TU TU TU TU TU TU TU LB SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL B B B TU TU TU TU F 8 F 7 F 8 B B B B B E - 1550 - 0 0 - 1 29.985 29.920 29.210 29.686 Varies Varies 29.611 1 i n 40 1 i n 40 1 i n 40 1 i n 40 Varies S i t e F oo t p a t h Channel Drainage Linear 1 i n 10 1 i n 40 1 i n 18 R e t a i n i ng Wa ll ( b y o t h e r s ) 29.255 1 i n 12 . 3 Barrier Defence Flood T op o f K e r b Edg e o f Bu il d i ng Hi gh wa y Bound a r y F u t u r e Pub li c Hi gh wa y Bound a r y Ex i s ti ng Pub l i c Ch a nn e l L i n e F u t u r e H i gh wa y Ch a nn e l L i n e Ex i s t i ng H i gh wa y detailed design of the widening scheme (by others). Proposals for future widening of Whitehall Road subject to Drawing Control - This drawing is based on the following source information: Component Company Drawing/Model Ref. Date/Revision/Issue Topographical and buried services survey Architect's Layout Landscape Architect's Layout CJCT Gillespies Landscape MASTER 12/06/2014 06/09/2014 Subscan 14869_Preliminary 31/08/2007 H B 2 DK > < D K DK> H B 2 HB2 < DK 29 . 680 + 29 . 690 + + 29 . 640 29 . 660 + + 29 . 586 29 . 920 + + 29 . 920 + 29 . 210 29 . 210 + + 29 . 210 + 29 . 985 29 . 985 + 29 . 210 + Ex t e n t s o f W o r k s Ex t e n t s o f W o r k s HB2 DK> 3.65 3.65 N ACCESS RAMP TO STRUCTURAL ENGINEER'S DETAILS D1003 D1009 D 1038 Key Plan - Scale 1:1000 Comms. Comms. Comms. Elec. Elec. Elec. Comms. Comms. Ga s WHITEHALL ROAD drainage network. water run-off connecting into site Linear drain to intercept surface for details of soft landscaped areas. Refer to Landscape Architect's drawings Existing Footway Existing Footway boundary at back of footway. Existing public highway for details of soft landscaped areas. Refer to Landscape Architect's drawings NO RT HE RN S T REET PLOT 5 PLOT 6 WHITEHALL ROAD + 29 . 6 0 ( e ) + 29 . 62 ( e ) + 29 . 63 ( e ) + 29 . 58 ( e ) + 29 . 60 ( e ) + 29 . 59 ( e ) BASE COURSE BINDER/BEDDING SUB-BASE COURSE SURFACE REF. COMMENTS P7 P8 P11 P12 P13 13108-1:2006 100/150 to BS EN 20mm AC6 dense surf 13108-1:2006 100/150 to BS EN 50mm AC20 Dense Bin Highway Works Clause 803 Sub-base to Specification for 225mm Type 1 Granular - overun. Assumed CBR = 3 %. footway with very occasional Based on DMRB Light vehicle 7533-4 Table 6. Sand Jointing to BS BS 7533-4 Table 5. 2-5mm 30mm Bedding Sand to BS Works Clause 803. Specification for Highway 300mm Type 1 Sub-base to - BS:7533-8. Assumed CBR = 3%. Based on Assumes 5 standard axles per day. 13108-1:2006 100/150 to BS EN 50mm AC20 Dense Bin 13108-1:2006 100/150 to BS EN 80mm AC32 Dense Base Works Clause 803. Specification for Highway 300mm Type 1 Sub-base to 7533-4 Table 6. Sand Jointing to BS BS 7533-4 Table 5. 2-5mm 30mm Bedding Sand to BS Highway Works Clause 803 Sub-base to Specification for 200mm Type 1 Granular - overun. Assumed CBR = 3 %. footway with very occasional Based on DMRB Light vehicle Street). Assumed CBR = 3%. Street Type 2 (Local Residential Based on LCC Street Design Guide. Grade ST4 Concrete Infill with Steel Wire Brushed Finish LCC standard detail SD/07/01b. flexible construction based on provided between rigid and Rolling block transition to be 1 . 2 0.8 Specification Landscape Architect's Concrete Flags to 400 x 400 x 65mm Units Blister Tactile Paving 400 x 400 x 65mm HB2 BN B N CS2 BN D1018 . 1 D 1 0 1 8 . 1 will need to be relocated as part of the works. requirements. However, it is assumed this chamber Existing BT chamber. Contractor to confirm diversion for hard landscaping within the development site. Refer to site paving and kerbing general arrangement for hard landscaping within the development site. Refer to site paving and kerbing general arrangement 13108-1:2006 100/150 to BS EN 30mm AC10 dense surf to be removed. junction kerb line Existing access to be removed. junction kerb line Existing access confirm any diversion requirements. existing footway. The Contractor is to Buried services are present within the be tied into existing markings. Double yellow road markings to be tied into existing markings. Double yellow road markings to Linear drainage channel. Linear drainage channel. outside of the junction adjacent to the new kerb line. Road will be regraded and this gully will be relocated Northern Street widening scheme is implemented Whitehall the low point. It is assumed that when the Whitehall Road / within the junction to ensure the existing gully remains at Existing gully to be retained. Levels are to be formed C S 2 channel units cut to half lengths. Channel to be formed using CS2 bituminous pavement build-up. kerb and the reinstatement of adjacent replacement of the existing channel Allowance is to be made for the HB2 0.8 1 . 2 < DK DK> DK> < DK BN BN ( 1 i n 40 ) 2 . 5 % ( 1 i n 40 ) 2 . 5 % ( 1 i n 18 ) 5 . 6 % ( 1 i n 18 ) 5 . 6 % 29 . 686 + 29 . 586 + + 29 . 686 ( 1 i n 40 ) 2 . 5 % ( 1 i n 40 ) 2 . 5 % widening scheme. following Whitehall Road Future edge of carriageway Road widening scheme. boundary following Whitehall Future public highway HB2 HB2 slab. Nominal cover to reinforcement = 60mm. 200mm PAV2 Concrete with A393 mesh reinforcement in top of Highway Works Clause 803 Sub-base to Specification for 320mm Type 1 Granular Assumed CBR = 3 %. Handbook" (2nd Edition 2007). "Concrete Hardstanding Design Based on Britpave Guidance C S 2 3 . 7 5 ACCESS SHUTTERS AND FLOOD BARRIER TO ARCHITECT'S DETAILS EF EF EF EF EF EF EF EF EF EF EF EF EF equipment (by others). Detector loop and entry and carriageway equals 100mm (by others). at which level difference between footway Retaining structure to be provided until point 13001-MASTER PLANS equipment (by others). Detector loop and exit require a Section 278 Agreement. approval from Leeds City Council (LCC) and Works within the Public Highway are subject to 8. and procure these works accordingly. whether diversion / protection works are necessary relevant Statutory Undertakers to determine It is the Contractor's responsibility to liaise with the 7. commencement of the works. location of any buried services prior to the The Contractor is to confirm the presence and information should be considered to be incomplete. information cannot be guaranteed and the information and record plans. The accuracy of this footway. The services shown are based on survey Statutory Utilities are present within the existing 6. the existing access S278 works required. Refer to Drawing WP-ARP-CH-606 for details of 5. and details of the new access. Refer to Drawing WP-ARP-CH-604 for sections 4. hard landscaping within the development site. Refer to Drawing WP-ARP-CH-601 for details of 3. All levels are in metres above Ordnance Datum. 2. All dimensions are in metres. 1. Notes: P14 3 . 75 2 9 . 611 + 29 . 611 + 29 . 611 + 29 . 611 + 10 . 0 % 10 . 0 % ( 1 i n 12 ) 8 . 3 % ( 1 i n 12 ) 8 . 3 % ( 1 i n 40 ) 2 . 5 % ( 1 i n 40 ) 2 . 5 % ( 1 i n 40 ) 2 . 5 % ( 1 i n 40 ) 2 . 5 % 2.00 5 . 07 R 8 . 50 R 5 . 00 R 2 . 00 R the future Whitehall Road widening scheme. ensure the retaining wall is compatible with wall. The gradient has been designed to 1:18 ramp to be provided against retaining 0.30 0.50 0.63 0 . 580 0 . 9 1 0 adopted Public Highway. Proposed boundary of Existing Statutory Utilities. Agreement). Boundary Boundary (subject to Section 38 Proposed Public (adopted) Highway Boundary / Development Site Boundary Existing Public (adopted) Highway 50 x 150 EF Kerb. half lengths. Upstand). Channel sections to be cut to 125 x 150 Channel Square (0mm Upstand). 125 x 150 Bull Nosed Kerb (Max. 6mm Gradient). 125 Half Battered Drop Kerb (1:9 Upstand). 125 x 255 Half Battered Kerb (100mm Key: Access Ramp Section A-A - Scale 1:50 A A A1 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H I J K L M N Do not scale Job No Discipline Drawing No Issue Job Title Client © Arup Issue Date By Chkd Appd Drawing Status Scale at A1