Afon Llwchwr (River Loughor)

WO 34.58 34.73 A1 34.60 N 34.64 34.52 34.52 REFER TO DRAWING 272967-ARP-SR-XX-DR-PL-0108 34.41 Stump FOR FLOOD WALL DETAILS 34.40 34.31 Stump 34.37 Stump Stump SV 34.22 33.95 34.18 34.24 34.18 34.18 34.22 33.93 34.29 33.97 34.16 34.07 33.78 34.19 34.21 34.02 33.93 33.93 33.93 34.25 34.12 33.85 34.23 34.22 34.18 34.20 33.98 33.96 33.98 34.17 34.16 34.11 34.13 33.88 33.88 33.94 TYP AFON LLWCHWR (RIVER LOUGHOR) 197 195 WALL TO BE CLAD WITH BRICK ON BOTH RIVER BANK TO BE INSPECTED DURING 190 SIDES AND COPING STONE FOR FIRST CONSTRUCTION AND NON-RETURN VALVES TO SECTION OF WALL BETWEEN CHAINAGE 00m BE INSTALLED ON ANY DRAINAGE OUTFALLS. 185 TO 87m. COPING STONE TO BE TEXTURED WATERPROOFING WALL TO TIE INTO ROAD 180 IMMITATION CONCRETE TO MATCH NEARBY WORKS APPLIED TO BRIDGE ABUTMENT. DETAIL WATERPROOFING 34.36 BRIDGE PARAPET COPING STONE. TYP SUBJECT TO CCBC AGREEMENT WORKS APPLIED TO THE RIVER SIDE WALL 175 TYP OF THESE BUILDINGS DISTURBED GROUND TO BE THE RIVER SIDE WALL 34.30 170 FLOOD WALL FOUNDATION MADE GOOD WITH EMORSGATE STEEL ACCESS STEPS WATERPROOFING OF THESE BUILDINGS TYP EG23 SHADE TOLERANT LAWN TYP 165 OVER FLOOD WALL FOR WORKS APPLIED TO 34.29 160 FLOOD WALL GRASS MIXTURE (OR SIMILAR) INSPECTION ACCESS TO THE RIVER SIDE WALL 155 135 140 150 RIVER SIDE OF WALL OF THESE BUILDINGS 130 145 25 34.28 20 30 125 35 15 40 34.56 10 120 45 05 50 34.25 DISTURBED GROUND TO BE 34.22 TYP 55 115 STATION ROAD 00 34.30 60 65 MADE GOOD WITH 70 110 75 EMORSGATE EG23 SHADE 5No. S 'c' 80 85 105 90 TOLERANT LAWN GRASS 95 TYP TYP SV 100 5No. B 'pub' MIXTURE (OR SIMILAR) 1No. Q 'r' J:\272000\272967-00\4 Internal Project Data\4-30 Drawings\4-31 Issue drawings\272967-ARP-SR-XX-DR-PL-0107.dwg 34.26 34.48 DISTURBED GROUND TO BE DISTURBED GROUND TO BE REINSTATED WITH TARMAC REINSTATED WITH TARMAC 5No. B 'pub' TO MATCH EXISTING TO MATCH EXISTING 3No. A 'gl' 34.08 34.23 34.09 34.15 1No. Q 'r' 34.35 7No. A 'gl' 34.30 33.50 33.42 Stump PROPOSED BIODIVERSITY AND HERITAGE 34.10 INTERPRETATIONS BOARDS 34.15 34.20 Post TP PLAN LEGEND SCALE 1:250 CATEGORY A TREES (HIGH RETENTION VALUE) 37.00 37.00 CATEGORY B TREES 36.00 36.00 35.32 35.17 (MODERATE RETENTION VALUE) 35.00 35.00 CATEGORY C TREES (LOW RETENTION VALUE) 34.00 34.00 LEVEL (mAOD) LEVEL (mAOD) 33.00 33.00 TREES TO BE REMOVED CHAINAGE (m) CHAINAGE (m) 4.00 2.00 6.00 0.00 3.00 5.00 7.00 8.00 9.00 1.00 84.00 44.00 45.00 46.00 47.00 48.00 49.00 40.00 42.00 43.00 41.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 87.00 88.00 50.00 51.00 52.00 53.00 54.00 55.00 56.00 57.00 58.00 59.00 60.00 61.00 62.00 63.00 64.00 65.00 66.00 67.00 68.00 69.00 80.00 81.00 82.00 83.00 85.00 86.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 70.00 71.00 72.00 73.00 74.00 75.00 76.00 77.00 78.00 79.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 109.00 110.00 111.00 112.00 113.00 114.00 100.00 101.00 102.00 103.00 104.00 105.00 106.00 107.00 108.00 TREES TO BE COPPICED EXISTING GROUND EXISTING GROUND 34.30 33.60 33.53 33.79 33.80 33.94 34.03 34.06 34.10 34.20 34.55 34.53 34.51 34.07 34.05 34.03 33.90 33.90 33.88 33.50 33.50 33.48 33.48 33.40 33.53 33.55 33.53 LEVEL (mAOD) LEVEL (mAOD) 34.07 34.19 34.22 34.16 34.15 34.19 INDICATES TOP OF WALL INDICATES EXISTING GROUND LEVEL INDICATES TOP OF WALL INDICATES EXISTING PLANNING APPLICATION BOUNDARY GROUND LEVEL SPECIMAN TREE PLANTING WALL 1 - LONG SECTION RIVER SIDE DRY SIDE WALL 2 - LONG SECTION SCALE Y = 1:100, X = 1:200 SCALE Y = 1:100, X = 1:200 FEATHERED TREE PLANTING COPING STONE ON WALL FOR FIRST SECTION OF WALL NOTES: BETWEEN CHAINAGE 00m TO 87m WET WOODLAND MIX 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS. NOTIFY THE WALL TO BE 500mm WIDE PROJECT MANAGER OF ANY DISCREPANCIES. P3 PLANNING ISSUE SS GDP RC xx.01.21 BETWEEN CHAINAGE 0 - 87m 2. ALL DIMENSIONS IN MILLMETERS AND ALL LEVELS IN METERS ABOVE WHERE CLAD WITH BRICK ON ORDNANCE DATUM UNLESS NOTED OTHERWISE. P2 TREE SURVEY UPDATED SS GDP RC 03.12.20 BOTH SIDES, 300mm ELSEWHERE. 3. DO NOT SCALE FROM DRAWING. 37.00 37.00 4. NEW FLOOD WALLS TO TIE INTO EXISTING BUILDINGS TO FORM A P1 FOR PLANNING SS GDP RC 14.10.20 CONTINOUS LINE OF FLOOD DEFENCE. 35.62 MAX HEIGHT 1500 Rev. Description Drawn Chkd. Appd. Issue Date 36.00 35.37 36.00 REINFORCED 5. EXPOSED CONCRETE WALL SURFACES TO HAVE A FAIR WORKED FINISH. CONCRETE WALL 6. PLANTING WITHIN TREE ROOT PROTECTION AREAS AND CONSTRUCTION EXCLUSION ZONES TO BE HAND DIG ONLY IN ORDER TO AVOID DAMAGE TO 35.00 35.00 EXISTING TREE ROOTS. 7. ROOT PROTECTION AREAS FOR ALL TREES CAN BE FOUND IN THE 34.00 34.00 ARBORICULTURAL IMPACT ASSESSMENT (DOC REF LEVEL (mAOD) LEVEL (mAOD) 272967-ARP-XX-XX-RP-EN-0001) ACCOMPANYING THE APPLICATION. 33.00 33.00 700 Project Name. AMMANFORD FLOOD RISK MANAGEMENT SCHEME CHAINAGE (m) CHAINAGE (m) 171.00 172.00 173.00 174.00 175.00 176.00 167.00 168.00 169.00 170.00 200.00 144.00 145.00 146.00 133.00 134.00 135.00 136.00 137.00 138.00 139.00 140.00 141.00 142.00 143.00 128.00 129.00 130.00 131.00 132.00 193.00 194.00 195.00 196.00 197.00 198.00 199.00 182.00 183.00 184.00 185.00 186.00 187.00 188.00 189.00 190.00 191.00 192.00 177.00 178.00 179.00 180.00 181.00 EXISTING GROUND EXISTING GROUND 300 Drawing Title. 35.40 35.62 35.62 35.01 35.26 34.48 34.40 34.40 34.29 34.86 34.86 34.60 34.55 34.50 34.32 LEVEL (mAOD) 34.57 34.58 LEVEL (mAOD) SHANDS ROAD FLOOD WALL C MAX LENGTH 2600 INDICATES TOP OF WALL INDICATES EXISTING INDICATES TOP OF WALL INDICATES EXISTING 0.1 0.3 0.5 Suitability. Suitability Code. GROUND LEVEL GROUND LEVEL 0 0.2 0.4 1 1.5 Metres FOR PLANNING S2 WALL 3 - LONG SECTION WALL 4 - LONG SECTION TYPICAL WALL SECTION Scale 1:25 Internal Project Number. Scale. Rev. 0 5 10 Metres 272967 AS SHOWN @ A1 P3 SCALE Y = 1:100, X = 1:200 SCALE Y = 1:100, X = 1:200 SCALE 1:25 Drawing Number. Scale 1:250 272967-ARP-SR-XX-DR-PL-0107 THIS MAP IS BASED UPON THE ORDINANCE SURVEY MATERIAL WITH THE PERMISSION OF ORDINANCE SURVEY ON BEHALF OF THE CONTROLLER OF HER MAJESTY'S STATIONARY OFFICE. CROWN COPYRIGHT AND DATABASE RIGHTS 2020. LICENSE NUMBER 100019741 THIS DESIGN AND DRAWING IS CONFIDENTIAL AND ALL RIGHTS THEREIN INCLUDING COPYRIGHT AND DESIGN RIGHT ARE THE PROPERTY OF NATURAL RESOURCES WALES AND SHOULD NOT BE DISCLOSED TO A THIRD PARTY OR REPRODUCED WITHOUT PRIOR CONSENT OF C NATURAL RESOURCES WALES 2020.

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