1
GPR DEP TH =0.6 G P R D E P T H = 0 . 4 GPR DEPTH =0.5 G P R GPR DEPTH =0.8 G P R D E P T H = 0 . 3 GPR DEPTH =0.3 13 8. 0 5 138. 09 137 . 9 7 138.0 5 138.2 3 1 3 8 .46 138.35 138.39 STEEL M E SH S TEE L ME S H STEE L MESH STEEL MESH EOT,OSA DIA100MM D IA 100 M M E O T , O SA EOT,OSA 1 3 8 . 3 5 1 3 7 . 6 5 137.59 1 3 7 . 6 0 1 3 7 . 6 3 137.62 1 3 6 . 7 1 1 3 6 . 6 9 1 3 6 . 7 5 1 3 6 . 77 1 3 7 . 67 137.97 137.90 137.48 137.98 137.97 137.93 137.49 1 3 7 . 5 1 137.46 1 3 7 . 9 1 1 3 7 . 9 0 1 3 7 . 6 7 137.71 137.61 137.42 1 3 7 . 4 3 137.60 137.72 1 3 7 . 8 8 1 3 7 . 8 1 137.83 137.86 1 3 7 . 6 5 13 7. 4 4 1 3 7 . 3 6 1 3 7 . 4 6 137.63 137.76 1 3 7 . 8 6 1 3 7 . 8 1 1 3 7 . 7 7 1 3 7 . 7 6 1 3 7 . 5 8 137.60 137.56 1 3 7 . 4 3 137.43 1 3 7 . 39 1 3 7 . 33 137 .27 1 3 7 . 18 137.05 137.13 136.91 136.73 137.49 137.32 137 .23 137.22 137.22 137.12 136.94 137.25 137.09 137.01 136.87 136.79 136.70 136.55 137.66 137.62 137.65 1 37.68 138.055mH 366443.174mN 324424.097mE 137.707mH 366460.176mN 324426.525mE 137.544mH 366460.202mN 324437.354mE 137.562mH 366492.677mN 324439.372mE 137.294mH 366478.890mN 324443.403mE 136.722mH 366498.963mN 324455.858mE PMS05A PMS05 PMS04 PMS03A PMS03 PMS02 1 3 7 . 7 5 1 3 7 . 6 9 137.67 13 6.9 2 137.97 137.93 137.96 137.78 137.77 137.73 137.73 138.08 137.95 137.87 137.98 138.03 138.07 137.81 137.90 137.54 137.44 137.71 136.87 136.87 137.00 137.10 137.26 137.27 137.47 137.61 RL 143.25m RL 144.67m TP G G G G G G G G G G G PAVING UNA BL E TO GPR WOODE D AREA DU E TO UNE VEN GR OU ND SHED SHED SHED BLOCK G RAVEL GRAVEL CONCRETE TARMAC TARMAC TARMAC TARMAC BLOCK PAVING 140.33 1 4 0 . 3 2 140.29 140.31 IL 136.56m IL 136.89m COVER SEIZED IL 136.65m CL 137.41m MH CL 137.52m MH CL 137.34m MH CL 137.73m CL 137.76m CL 137.35m MH UTL MH MH CL 137.45m MH CL 137.55m MH CL 137.59m MH CL 137.61m MH CL 137.18m MH CL 137.59m MH 137.83 137.94 137.98 137.94 137.70 137.48 137.91 138.18 138.51 137.83 137.83 137.46 137.51 137.61 137.43 137.51 137.84 137.99 137.72 137.73 137.97 137.98 137.56 137.62 137.55 137.23 137.04 136.83 136.91 136.76 136.67 137.73 1 3 6 . 7 2 1 3 6 . 7 5 136.73 136.94 137.16 137.06 137.06 137.18 1 3 7 .3 3 1 3 7 . 42 137.57 137.67 137.61 137.45 13 7. 3 5 13 7. 2 2 137 . 06 136.98 1 3 6 . 9 6 1 3 7 . 0 4 136.84 136.70 136.66 1 3 6 . 6 3 136.55 13 8. 13 13 7. 97 1 37 .30 136. 80 137.36 1 3 7 . 3 8 1 3 7 .47 137 .47 137 .52 1 3 7 . 6 8 1 3 7 . 9 6 138.15 137.98 1 3 7 . 8 7 137.76 MISC. FENCE 1 3 7 . 6 5 1 3 7 . 7 6 M I S C . F E N C E 1 3 7 . 7 3 137.98 137.98 137.98 MISC . F ENC E 13 7.9 5 1 3 7 .7 2 1 3 7 .4 6 MISC. F ENC E 137.97 137.94 137.96 137.89 MISC. FENCE MISC. FENCE MISC. FENCE 13 6.5 8 13 6.7 1 136.78 136. 82 136. 95 137.04 137.14 137 .24 137 .33 1 3 6 . 7 8 1 3 7 . 6 7 1 3 6 . 7 6 137.89 1 3 7 . 9 6 I /R 137. 32 137. 36 1 3 7 . 48 1 3 7 . 5 7 1 3 7 . 6 5 1 3 7 . 8 6 1 3 6 . 54 1 3 6 . 55 138.35 138.36 1 3 8 . 3 6 137.36 1 3 7 . 4 5 1 3 7 . 5 0 137.73 1 3 7 . 6 2 137.64 137.75 137.69 137.75 137.73 137.71 137.74 137.64 137.43 137.87 137.89 1 3 7 . 6 1 137.63 137.61 137.60 1 3 7 . 8 5 137.73 1 3 7 . 6 8 137.43 1 3 7 . 7 1 SIGN 1. 0 4 . 0 4 . 3 4 . 2 fall fall 2 . 2 2 . 2 2 . 3 Existing picnic benches to be relocated 1. 1 4276 1 . 2 2 . 2 2 . 2 V ow no g Trees to be removed LMA_1200 - Legend_Site_Surface School Building Existing Hard Landscape Concrete Hard Landscape AstroTurf Pitch Soft Landscape Grass Hard Landscape Tarmac Hard Landscape Paving Existing Temporary Structures LMA_1200 - Legend_ExistingSite_BoundaryTreatments Existing | Various Fence/ Gate Types Existing | Brick Wall LMA_1200 - Legend_ProposedSite_BoundaryTreatments Proposed | EX-FN-A | Bow Top Fence | 1.5m High Proposed | EX-FN-B | Weld Mesh Fence Proposed | Retaining Wall Rev. Drawn Title Project Drawing number Rev. Revision description Checked Date VISUAL SCALE 1:200 @ A1 4m 16m 12m 8m 0m Lovelock Mitchell Architects 3 Stanley Street, Chester, CH1 2LS Tel +44 (0) 1244 404321 e-mail: [email protected] web: www.lovelockmitchell.com Notes Figured dimensions are to be used in all case. Dimensions should not be scaled from drawing All existing dimensions should be checked on site before commencement of the work. Any discrepancies in dimensions should be clarified with the Architect prior to commencement of the work. No deviation from this drawing will be permitted without the prior written consent of the Architect. This drawing is to be read in conjunction with all the relevant Mechanical and Electrical drawings. This drawing is to be read in conjunction with the relevant Structural Engineer's drawings, structural calculations and recommendations. This drawing is to be read in conjunction with the relevant Fire Safety Strategy drawings This drawing is copyright and to be returned to the architect on completion of the contract. LMA Project A1 This drawing must be printed in colour to be read correctly P4 F:\1700-1799\1709 - Wynne - Flintshire Early Years Centres\1_WIP\1.1_M3_3DModels\RevitCentral\EYC-LMA-01_Model_Site\EYC-LMA-06-XX-M3-A-0001_SiteModel.rvt Flintshire Early Years Centers Sychdyn C.P. School, Vownog, Sychdyn, Mold CH7 6ED Site_Plan_Proposed 1709 EYC-LMA-06-XX-DR-A-1200 Scale: 1 : 200 Site_Plan_Proposed 1 LMA_1200 - Schedule_ProposedSite_AnnotationKey No. Annotation 1.0 Structures 1.0 Proposed | Classroom Module 1.1 ReLocated | Existing Shed Relocated TBC 1.2 Proposed | Freestanding 4m x 4m shelter 2.0 Access 2.2 Proposed | Secure Pedestrian Double Leaf Gate 2.3 Proposed | Secure Pedestrian Single Leaf Gate 4.0 Site 4.0 Proposed | Hard Play 89sqm 4.2 Proposed | Habitat 37sqm 4.3 Proposed | Soft Play Grass 98sqm LMA_1200 - Schedule_Railing/Fence_Proposed Type Mark Family Length (m) BowTop EX-FN-A Railing 48 LMA_1200 - Schedule_Proposed_Gates Type Mark Family Count BowTop GG_Generic_Site_Gates_Double 4 GG_Generic_Site_Gates_Single 2 LMA_1200 - Schedule_ProposedSite_DoorRestraint Type Mark Family Count EX-EB-A GG_Generic_GenericModel_Ext-Barrier_DoorHoop 2 P1 First issue of drawing CW TPR 23-06-20 P2 Proposed modular building floor altered and relocated according to client comment CW TPR 07-07-20 P3 Revised following workshop comments CW TPR 26-08-20 P4 Planning issue CW TPR 27-08-20
