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Site Location Plan Document Title: Supporting information for bespoke environmental permit application relating to Long Itchington Wood north tunnel portal slurry treatment plant Document Number: 1MC08-BBV-EV-PLN-N001-000049 Revision: P01/C01 Handling Instructions: Produced by BBV for project use only Appendix A Site Location Plan 1MC08-BBV-EV-PLN-N001-000049 LIW north tunnel portal STP Rev 01 Date of Rev 05/03/2021 Page 75 of 83 Document Title: Supporting information for bespoke environmental permit application relating to Long Itchington Wood north tunnel portal slurry treatment plant Document Number: 1MC08-BBV-EV-PLN-N001-000049 Revision: P01/C01 Handling Instructions: Produced by BBV for project use only Appendix B Slurry Treatment Plan Layout 1MC08-BBV-EV-PLN-N001-000049 LIW north tunnel portal STP Rev 01 Date of Rev 05/03/2021 Page 76 of 83 70150 For Full set of Slab Levels Refer to Drawing ALL RECESS POCKETS FOR TANK FIXINGS TO BE 200x200. 1MC08-BBV-CV-DPL-NS01_NL01-000011 Rev P01.3 SITE TO CONFIRM WITH SUPPLIER AND INSTALL FIXINGS 35780 34370 AS PER MANUFACTURERS INSTRUCTIONS. NOTE: Slab Pours will be Progressed Simultaneously Background STP Graphics Obtained from 108 MS Drawing 110301 Dated 17/04/2020 Sumps & Surface Channels 400mm Level zone. To be For Fixing Detail Refer to Sumps & Surface Channels Can stop Either 16450 Can stop Either Side of Tanks Checked by Site Prior to Detail 2 on Drawing Side of Tanks to Prevent Any Possible Clashes to Prevent Any Possible Commencement of Construction ! 1MC08-BBV_BAF-CV- - Site Team to Construct Accordingly. Setting Out Points to be Checked by Site Clashes - Site Team to DDE-NS01_NL01-100001 Prior to Commencement of Construction ! Construct Accordingly. Sub-Station Details TBC. TOC +68.650 TOC +69.450 TOC +69.700 Slab to be Laid to Falls on Existing 6F5 Platform. SOP 1 SOP 2 Sub-Station Details TBC. TOC +68.900 POUR 1 POUR 4 400mm Long x 200mm Wide x 200mm High Shaded Area Noted Thus Denotes Fall Fall 4922 453 Hollow Concrete blocks to act as Bund Wall. Extents of Mud Management Area Slab. Other Slab Areas will Be covered in Other Briefs and do not form part of this Design. SOP 6 SOP 5 Water Tank Water Tank Slurry Tank Slurry Tank Slab Setting Co-Ordinate Co-Ordinate Out Point Ref: (Eastings) (Northings) Indicative Bund Wall 14400 EJ For Continuation SOP 1 E = 203162.4490 N = 371530.7690 Zone - Site to Refer to Drawing No Dowelled Joint Possible within this NS01_NL01-100006 SOP A SOP 2 E = 203202.1292 N = 371472.9197 11029 Determine where 200mm Slab Thick Zone. SOP 3 E = 203175.3896 N = 371454.5999 Appropriate. EJ SOP B 1MC08-BBV-BAF-CV-DGA- Drainage: BY SITE - Varying Depth Channel SOP 4 E = 203138.4961 N = 371514.6422 Recesses from 50mm - 150mm to Create Fall SOP 5 E = 203158.4513 N = 371527.8961 3000 to Sumps. In Areas of Possible Clashes, 557 SOP 6 E = 203148.7722 N = 371541.2074 Service Trough Channels Can be Stopped Short of Obstruction. TOC +69.400 CJ TOC +69.650 SOP 7 E = 203122.3822 N = 371523.1230 EJ CJ CJ 32375 EJ TOC Area 1 Service Trough Co-Ordinate Co-Ordinate +69.450 D A B TOC Setting Out Point Ref: (Eastings) (Northings) POUR 2 FP McCann Service Troughs: Water Tank +69.650 * TOC +69.900 ALL Troughs to be Laid at Same Level (+68.450) SOP A E = 203154.0349 N = 371521.6961 F 1000x1000x1000 Dp. * MH Chamber to be TOC TOC (Trough Level Invert to Remain (Unchanged). SOP B E = 203155.0889 N = 371519.3742 STAKKABox Draw Slab profile Amended repositioned by +69.650 +69.650 Troughs Shaded Yellow will be Non-Removal. SOP C E = 203136.7234 N = 371511.0371 Pit. Composite B125 to Avoid Acute Triangle 4950 4400 Others MH Ring 250mm Slab to be Cast directly on top of Cover SOP D E = 203135.2599 N = 371513.1732 Cover to Contain Likely to Crack. Precast 1500mm ID. EJ 4No. Rigiduct Twin Lids. 4No. Internal Troughs (Outlined Blue) will SOP E E = 203168.3407 N = 371468.5622 140 Wall Ducting. 200 3000 1200 POUR 5 require Internal Shuttering to Increase Trough SOP F E = 203170.7969 N = 371467.8771 2750 Slurry Tank Slurry Tank 16425 Height during Casting of 400mm Slab - Site Detail. SOP G E = 203169.4939 N = 371463.2053 Graphics by others. 3600 TOC Water Tank +69.650 TOC +69.700 SOP H E = 203167.6125 N = 371465.9514 POUR 3 SOP F A SOP 4 CJ - SOP E 4400 For Slab Reinforcement and Sections Refer to Drawings 6720 Fall Fall Ramp 1MC08-BBV_BAF-CV-DPL-NS01_NL01-100001 1MC08-BBV_BAF-CV-DPL-NS01_NL01-100002 EJ EJ EJ TOC +69.450 SOP G EJ SOP 3 1MC08-BBV_BAF-CV-DSE-NS01_NL01-100001 SOP 7 SOP D D1 250mm Step SOP C Site to Check MH TOC +69.450 TOC +69.700 D2 SOP H * in Face. For General Arrangement Details Refer to Drawing FP McCann Service Troughs: ALL Troughs Chamber Does Not * B 1300 1MC08-BBV_BAF-CV-DDE-NS01_NL01-100001 to be Laid at Same Level (+68.450). See * Clash With Troughs. E A Table for Types. For Full Details Refer to FP TOC +69.450 TOC +69.450 Service Trough McCann Product Literature "Power & Infrastructure Solutions". Safety, Health and Environmental Information The following notes highlight significant residual hazards identified by the designer. Typical hazards that should be identified by a competent TOC +69.450 TOC +69.450 contractor are not included. The contractor shall carry out the works using an approved safe system of work. Further information on hazards can be Powder Bentonite Silo Base. For Typical 400x400x20 Thk. Baseplate For Continuation Refer to Drawing found in the CDM hazard register. Details Refer to Drawing 1MC08-BBV-CV-DDE-NS01_NL01-000008. 1MC08-BBV-BAF-CV-DGA-NS01_NL01-10000? T.B.C. FP McCann Service Troughs: See Table for For Anchor Fixing Details See "Detail 1" on drawing Types. For Full Details Refer to FP McCann 01 Overloading Member / Slab / Foundation. 0 2 5 10 20 EJ Denotes Expansion Joint METRES 1MC08-BBV-BAF-CV-DDE-NS01_NL01-100001. Product Literature "Power & Infrastructure 02 Settlement CJ Denotes Construction Joints @ 1:200 Solutions". 32655 37370 03 Anchoring into Slab 04 Tank Spillage Service Trough Table Plan 1000x1000x1000 Dp. 05 Uncertain Soil Conditions STAKKABox Draw For* Sectional Details D-D, D1-D1, 06 Poor Construction Joints Scale 1:200 @ A1 Pit. Composite B125 Blue Areas A MT 1000 750 Class D LL with ML 1000 50 OMA Lid 1.3T D2-D2, E-E & F-F Refer to Drawing 07 Incorrect Material Specification - - Cover to Contain B C 1MC08-BBV-BAF-CV-DDE-NS01_NL01-100001 B MT 750 750 Class D LL with ML 750 50 OMA Lid 1.1T 4No. Rigiduct Twin Wall Ducting. Orange Areas A MT 1000 750 Class D LL with ML 1000 100 ST Class D Lid 1.3T Graphics by others. B MT 750 750 Class D LL with ML 750 100 ST Class D Lid 1.1T 37370 4400 2800 1450 17340 2500 Bund to be 400mm high, 200mm wide hollow concrete blocks (filled with concrete) Wide Ramp. = 1945 = 200 200 400 600 20 400 +69.650 200 +69.650 +69.700 +69.700 +69.450 +69.450 +69.450 A B EJ EJ FP McCann Service Troughs For Detail 1 Refer to Drawing 400 Drainage: BY SITE - Varying Depth Channel Recesses from 50mm - 150mm to Well Compacted 6F5 Installed Platform 500mm Thk γ on Shown on the Splay. 1MC08-BBV-BAF-CV-DDE-NS01_NL01-100001 Create Fall to Sumps Omitted from Section and not Shown in Elevation Beyond Mercia Mudstone. Information Obtained from Geotechnical Design Report 4, for Clarity - Drainage System by Others and does not form part of this Design. 1MC08-BBV-GT-REP-NS01_NL02-100001_S4_P04. Section A-A Scale 1:100 @ A1 5450 8600 Channel Recesses Indicated from 50mm - All Recess Pockets for Tank Fixings to be Site 5000 5150 3300 Channel Recesses Indicated from 50mm - 150mm to Create Fall to Sumps by Site Preference of 350x150. Site to Confirm with Supplier Long Ramp. 150mm to Create Fall to Sumps by Site and do not form part of this Design. and do not form part of this Design. and Install Fixings as per Manufacturers Instructions. CJ +69.900 400 200 +69.650 200 +69.700 Ramp +69.700 +69.650 +69.700 +69.450 +69.450 +69.400 +69.450 +69.450 EJ EJ EJ CJ For Detail 4 Refer to Drawing For Detail 3 Refer to Drawing For Detail 5 Refer to Drawing 1MC08-BBV-BAF-CV-DDE-NS01_NL01-100001 1MC08-BBV-BAF-CV-DDE-NS01_NL01-100001 1MC08-BBV-BAF-CV-DDE-NS01_NL01-100001 Section B-B Section C-C Scale 1:100 @ A1 Scale 1:100 @ A1 MH --- --- --- HS2 accepts no responsibility for any circumstances which arise from Legends/Notes: Project/Contract P01.1 Issued for Internal Check the reproduction of this document after alteration, amendment or abbreviation (N1) Long Itchington Wood Tunnel to Birmingham Interchange Station --- --- --- --- or if it is issued in part or issued incompletely in any way. 1. Minimum slab concrete strength of C40/50. Concrete Strength of C30/37 to be achieved prior to loading. 2. Site to Ensure the post drilled anchor holes are free from dust and water prior to inserting and filling with anchoring adhesive. Checked, Amended - Issued For MH KT NH --- © Crown Copyright and database right 2018. All rights reserved. 3. Ground information for the Mercia Mudstone subgrade taken from Geotechnical Design Report 4, Zone Drawn Checked Approved C01 Ordnance Survey Licence number 100049190 Construction --- --- --- 1MC08-BBV-GT-REP-NS01_NL02-100001_S4_P04.
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