+44 (0) 1937 918 088 fordymarshall.com LAND & PROPERTY CONSULTANTS NORthaLLERTON REtaIL paRK Prime Retail/Leisure Development Opportunity (Subject to Planning) New Units from 5,000 to 30,000 sqft. Up to 4 Acres (1.62 Ha) Sainsbury’s Majestic Wine Halfords & Pets at Home Homebase THE SITE Barkers Carpetright & B&Q VW Audi The Co-op & Topps Tiles Indicative Layout Plan – Not To Scale THIS DRAWING IS COPYRIGHT, AND REMAINS THE PROPERTY OF Bridgend House HTC ARCHITECTS. IT MUST NOT BE REPRODUCED, USED, DISCLOSED OR TRANSMITTED TO THIRD PARTIES IN ANY FORM, IN WHOLE OR IN PART, WITHOUT PRIOR WRITTEN PERMISSION. DO NOT SCALE! ALL DIMENSIONS SHOULD BE CHECKED ON SITE BEFORE WORK COMMENCES N 39.45 39.34 macadam 39.49 path ST 39.0m ROAD 39.43 39.19 ROAD 39.44 YAFFORTH YAFFORTH 39.09 A167 39.41 39.00 macadam pavings path 39.36 38.94 39.12 HIGH 39.25 s 38.87 39.26 PAD 39.13 38.72 STREET North 38.80 39.08 FW Well FH SV 38.80 point WM Boundary 38.96 38.64 38.74 38.78 38.76 38.47Pumping 38.89 38.80 Station A167 Bridge 38.85 Boundary 38.83 Boundary 38.87 39.02 Bridge macadam 38.81 38.76 path 38.70 38.88 38.84 225Ø cast 38.71 Soil Soil 38.84 water main/ Boundary 38.74 38.68 38.71 38.84 38.84 rising38.75 main?? Gas Govnr 38.79 38.69 38.71 38.74 pavings 38.84 Soil tac 38.74 38.61 38.51 38.63 38.35 38.94 38.50 36.66 Boundary 38.43 38.75 38.80 ORDER Rising 36.70 STREAM DIVERSION TO 38.73 38.42 HERE 38.75 38.42 Invert36.86 37.15 main 38.77 38.55 Patio 36.38 INCORPORATE 3NO. EXISTING LP Refuse Proposed Driv Thru D160Unit ORDER 38.73 36.87 (Inc 6 Dis) HERE E:268.332 Grill OUTFALLS. 38.74 N:507.742 38.45 D line 36.60 Z:38.449 Bay 38.58 RIVER 36.61 38.62 38.70 SP 38.57 Invert 36.97 38.66 gas 36.71 38.35 assumed Play of PL DIVERSION INFORMATION TO BE 38.35 38.42 38.62 38.54 38.74 Area 38.67 bank 210.0 36.69 38.80 38.39 1 of 38.42 38.49 Grill top 36.64 38.57 UPDATED 38.67 36.60 Low Gates 38.61 38.59 Bay 36.92 E:200.000 Invert 37.07 A N:500.000 38.38 14 38.82 Z:38.955 38.57 Soil (level crossing) 38.76 39.365+ Fence 36.75 posts 38.61 39.19 38.66 38.02 38.51 5000 36.62 38.46 top of bank 38.56 36.56 + 39.285 38.38 38.38 38.860+ 38.86 Soil 38.20 FACE OF NEW BANK TO BE 38.67 36.33 Soil 38.98 38.36 38.66 38.36 PROTECTED WITH TENSAR MAT OR 7000 7000 38.45 1`95.0 38.99 SIMILAR APPROVED TO PREVENT 36.31 36.40 38.33 38.36 38.890+38.89 36.27 38.68 EROSION DURING PERIODS OF HIGH 38.40 38.61 38.50 36.35 38.41 FLOW 38.38 38.59 5000 38.43 RIVER 36.30 7000 bank 38.30 of Pavings 38.73 top Post 12 34 36.39 7000 Bdy 38.20 38.31 Wire 38.65 5000 180.0 36.25 38.13 39.03 Soil Delapidated and 38.25 38.50 bank 38.97 + 39.000 39.000+ of 38.63 top block 38.45 36.27 protective 38.38 126 Parking Spaces 38.06 38.44 36.21 38.20 7000 (Inc 12 Dis) PROPOSED WEIR CONSTRUCTED IN Concrete 38.60 Soil railway FFL=38.66 barrier Macadam 38.10 38.36 38.44 38.48 38.13 STONE TO RETAIN LEVEL WITHIN 38.45 38.4838.47 38.18 FINKILLS 38.4238.39 POND AREA 39.15 38.04 5000 38.40 36.27 37.62 38.08 39.05 38.46 38.62 Top of wall 38.44 38.2738.27 38.13 =39.94 38.46 38.46 38.4138.43 34 36.02 38.51 38.47 38.2238.18 38.09 38.54 38.44 1:60 1:60 165.0 5000 38.15 38.09 38.37 38.16 38.43 38.44 38.42 38.11 38.22 38.14 38.03 WAY 38.28 RIVER 38.41 top of bank 38.52 38.28 38.35 37.88 38.63 37.30 39.17 36.10 39.05 36.13 38.01 E:201.393 39.03 8000 38.02 B N:456.453 38.33 Z:39.096 38.39 Easement 13 36.46 35.87 38.27 38.07 38.18 38.17 38.20 38.19 38.18 38.56 37.98 38.17 38.21 38.31 38.34 38.34 36.14 37.27 38.64 PROPOSED 8m BYE-LAW STRIP TO 36.04 38.06 + 39.550 38.27 39.550+19 150.0 38.05 Soil PROVIDE ACCESS FOR CHANNEL 38.98 38.11 38.85 36.18 38.07 38.74 38.35 MAINTENANCE bank + 39.600 + 39.600 39.600+ 39.600+ E:276.554 of 38.14 E N:444.062 38.04 37.98 Z:38.231 top 38.12 38.35 36.09 38.14 38.14 38.08 38.28 38.30 38.22 37.17 38.38 38.22 38.18 38.30 38.06 38.02 38.82 36.10 38.06 38.72 RIVER 135.0 38.26 Post 38.59 38.23 36.13 37.94 APPROXIMATE POSITION OF 38.15 38.28 Bdy 37.96 37.94 37.84 38.10 38.15 Wire NETWORK RAIL BOUNDARY LP 38.27 36.06 Delapidated and 38.08 MP .25 37.84 38.72 Soil UNIT 1 UNIT38.21 2 36.07 35.74 38.10 EXISTING CHANNEL TO BE FILLED 38.60 38.1738.20 38.64 GIA 12,000sqft GIA 13,000sqft38.18 Soil WITH EXCAVATED MATERIAL, 37000 37.89 37.90 37.89 38.03 37.95 38.12 38.48 38.19 37.99 COMPACTED IN LAYERS NOT PROPOSED FFL - 39.600 PROPOSED38.02 FFL - 39.600 37.94 38.17 38.04 EXCEEDING 150 38.08 38.03 37.94 38.00 38.16 37.98 block 120.0 protective 38.36 38.06 36.08 38.02 37.90 35.95 37.99 38.1537.82 38.60 36.25 38.0738.04 Concrete 37.89 38.20 railway 38.46 38.5338.42 barrier PROPOSED ALLIGNMENT OF 36.20 38.03 37.90 36.25 DIVERTED CHANNEL, SEE 38.06 38.23 36.04 Plantation 37.95 DRAWING 2007s2674-T-D002 FOR 37.96 30150 38.00 20038.08 32625 38.08 36.03 37.95 38.19 38.09 CHANNEL PROFILE 36.06 CC 38.10 CL=38.42 37.96 38.27 37.94 Soil 38.41 38.28 38.30 38.37 38.23 37.60 ST38.3138.32 37.85 E:205.181 38.31 Staff 37.60 C N:404.082 Z:38.463 + 38.20 + 38.2538.24 38.23 39.600 39.600 Staff 37.96 38.38 100.0 36.01 38.40 Post 36.03Staff Bdy 38.30 37.86 Wire 38.38 37.40 38.52 Staff Delapidated and 38.18 38.63 38.18 37.80 bank 38.19 25000 38.21 of Staff 38.17 top 38.24 38.10 36.03 35.99 Staff 38.19 38.40 38.41 Soil 37.68 30000 Staff 38.71 37.93 37.95 38.710+ 37.88 38.82 Staff 8000 38.15 Service Yard Staff (30 staff parking spaces) 90.0 36.03 Easementtop of bank 38.16 38.23 37.9036.00 38.2538.38 38.18 Oil 38.2638.27 37.75 Line Staff Oil 38.06 Filler 37.94 RIVER 38.94 39.02 38.22 37.95 38.940+ 38.24 38.74 Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff Staff 37.88 + 39.100 39.100 + 35.99 39.00 E:245.916 37.66 39.07 G N:375.674 Z:38.281 36.01 39.00 38.21 38.31 38.51 38.34 Vert conc 38.34 pipes 38.71 39.14 38.71 39.47 Soil 39.06 38.2838.25 38.47 38.27 37.74 39.13 38.29 36.10 39.14 37.86 38.99 38.94 38.87 38.48 37.73 38.33 Post 38.99 38.34 38.63 top Bdy FACE OF NEW BANK TO BE PROTECTED 38.51 36.02 38.82 38.79 of bank Wire 39.12 WITH TENSAR MAT OR SIMILAR 39.0339.16 Delapidated 39.15 and 37.72 APPROVED TO PREVENT EROSION 39.32 Soil block 37.37 protective 38.97 DURING PERIODS OF HIGH FLOW 38.75 38.67 39.10 36.00 Concrete railway E:214.806 39.23 39.09 38.81 barrier N:357.513 35.96 Z:39.462 39.04 F 39.36 39.18 39.39 60.0 36.06 37.41 39.52 39.22 37.10 36.10 39.47 RIVER bank 37.51 of 39.64 39.50 38.80 top 38.45 39.14 38.64 35.90 36.08 39.39 Rev.