A1 N 1No. A gl 209

2No. B pub 205 Stump

35.36 HEOL HAYDN 200

35.73

195

190

35.05

3No. A Iam 34.84

185

34.59 34.38

34.79 FOR PROPOSED PLANTING SCHEDULE REFER TO DRAWING 272967-ARP-XX-XX-SH-PL-0200 180 OUTFALLS ST Dia 0.15 34.81 IL ANY GROUND DISTURBED DURING Dia 0.15 34.87 IL 33.78 CONSTRUCTION SHALL BE GRADED, BH CULTIVATED AND SEEDED WITH 2No. T co 'G' EMORSGATE 'EG23' SHADE 175

TOLERANT LAWN MIX ( OR SIMILAR 34.59 33.53 APPROVED TO MAKE GOOD)

WO 170

3No. A Iam

34.58 34.73 3No. L st 'W' TYP

3No. A Iam 165 BH 34.60

NATIVE SPECIES WHERE DISTURBED DURING BT BH 34.64 160

J:\272000\272967-00\4 Internal Project Data\4-30 Drawings\4-31 Issue drawings\272967-ARP-HH-XX-DR-PL-0108.dwg

HEDGEROW DELINEATES CONSTRUCTION, EXISTING BH 34.52

PRIVATE AND PUBLIC REALM FOOTPATH TO BE REINSTATED 155

FLAP VALVE TO BE WALL TO BE CLAD WITH BRICK ON TO MATCH EXISTING. 34.52

INSTALLED ON EXISTING RIVER SIDE OF WALL BETWEEN 150 34.41 BT Stump

DCWW OUTFALL, DIAMETER BT CHAINAGE 00M AND 27M WHERE 5No. T co 'G' 145 TYP

TO BE CONFIRMED DURING VIEWABLE FROM STATION ROAD 34.40

CONSTRUCTION 140 34.31

Stump 135 34.37

EXISTING DCWW BH Stump MANHOLE 130 3No. T co 'G' Stump SV

125

120

115 34.22

33.95 110

105 34.18

100 34.24

95 34.18

90

34.18 34.22 33.93

85 34.29

33.97

80 34.16 34.07

33.78 34.19 75

70

65 34.21

60 34.02 35

55 00

40 33.93

45 50

05

10 33.93 30 33.93

15

34.25

34.12

20 33.85 34.23 34.22

25 34.18

34.20 33.98

33.96 33.98 34.17 34.16

34.11 34.13

33.88 33.94 4No. T co 'G' 33.88 10No. T co 'G'

RIVER BANK TO BE INSPECTED DURING INFORMAL SEATING REFER TO DRAWING WALL TO TIE INTO ROAD BRIDGE CONSTRUCTION AND NON-RETURN FLOOD WALL FLOOD WALL 1m GRASS STRIP BEHIND INFORMAL SEATING PROPOSED MIXED NATIVE MADE FROM AUSTRIAN 272967-ARP-SR-XX-DR-PL-0107 ABUTMENT. DETAIL SUBJECT TO VALVES TO BE INSTALLED ON ANY FOUNDATION FLOOD WALL TO ALLOW MADE FROM AUSTRIAN SPECIES HEDGEROW (TWO PINE TREES ON SITE FOR FLOOD WALL DETAILS CCBC AGREEMENT DRAINAGE OUTFALLS FOR INSPECTION PINE TREES ON SITE ROWS PLANTED 0.5m APART) 197 AFON (RIVER ) 195

190

185

180 34.36

175 34.30

170 PLAN SCALE 1:250

STATION ROAD STATION 35.68 36.00 35.43 35.08

35.00

34.00 HEIGHT (m) 33.00

CHAINAGE (m) 4.00 2.00 0.00 6.00 8.00 40.00 42.00 44.00 46.00 48.00 200.00 202.00 204.00 206.00 208.00 210.00 20.00 22.00 24.00 26.00 28.00 60.00 62.00 64.00 66.00 68.00 88.00 90.00 92.00 94.00 96.00 98.00 30.00 32.00 34.00 36.00 38.00 50.00 52.00 54.00 56.00 58.00 70.00 72.00 74.00 76.00 78.00 80.00 84.00 86.00 82.00 168.00 176.00 178.00 180.00 182.00 184.00 186.00 188.00 190.00 192.00 194.00 196.00 198.00 100.00 102.00 104.00 106.00 108.00 110.00 112.00 114.00 116.00 118.00 120.00 122.00 124.00 126.00 128.00 130.00 132.00 134.00 136.00 138.00 140.00 142.00 144.00 146.00 148.00 150.00 152.00 154.00 156.00 158.00 160.00 162.00 164.00 166.00 170.00 172.00 174.00 10.00 12.00 14.00 16.00 18.00 EXISTING GROUND 34.50 34.76 34.87 34.86 35.56 35.76 34.50 34.61 34.67 34.69 34.72 34.70 34.69 34.58 34.48 34.58 34.58 34.48 34.48 34.50 34.48 34.48 34.56 34.48 LEVEL (mAOD) 34.15 34.18 34.09 34.28 34.23 34.40 34.34 34.48

INDICATES TOP OF WALL INDICATES EXISTING GROUND LEVEL DRY SIDE RIVER SIDE

WALL LONG SECTION DEFENCE HEIGHT TO TOP OF COPING. SCALE Y = 1:200, X = 1:400 COPING STONE TO BE BE TEXTURED IMMITATION CONCRETE TO MATCH WALL TO BE CLAD WITH BRICK ON RIVER SIDE OF WALL BETWEEN NEARBY BRIDGE PARAPET COPING STONE P3 PLANNING ISSUE SS GDP RC 08.01.21 100 300 CHAINAGE 00M AND 27M WHERE NOTES: LEGEND: EXISTING LEGEND: PROPOSED VIEWABLE FROM STATION ROAD P2 TREE SURVEY UPDATED SS GDP RC 03.12.20

P1 FOR PLANNING SS GDP RC 14.10.20 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL REINFORCED OTHER DRAWINGS, SPECIFICATIONS AND CONTRACT CATEGORY A TREES (HIGH RETENTION VALUE) PROPOSED TREE PLANTING IN SUITABLE CONCRETE WALL Rev. Description Drawn Chkd. Appd. Issue Date TREE PITS MINIMUM 700mm x 700mm. DOCUMENTS. NOTIFY THE PROJECT MANAGER OF ANY WHERE DISTURBED DURING 1500mm WIDE

DISCREPANCIES. CONSTRUCTION, EXISTING MAINTENANCE STRIP MAX. HEIGHT 1500 2. ALL DIMENSIONS IN MILLMETERS AND ALL LEVELS IN CATEGORY B TREES (MODERATE RETENTION VALUE) PROPOSED RESIDENTIAL HEDGEROW PLANTING. FOOTPATH TO BE REINSTATED METERS ABOVE ORDNANCE DATUM UNLESS NOTED TO MATCH EXSTING BRICK CLADDING OTHERWISE. 3. DO NOT SCALE FROM DRAWING. PROPOSED AMENITY GREEN SEEDED WITH 4. EXPOSED CONCRETE WALL SURFACES TO HAVE A FAIR EMORSGATE 'EG23 SHADE TOLERANT LAWN CATEGORY C TREES (LOW RETENTION VALUE) 1500 1000 WORKED FINISH. GRASS' OR SIMILAR APPROVED Project Name. 5. PLANTING WITHIN TREE ROOT PROTECTION AREAS AND PROPOSED NATIVE RIPARIAN PLANTING CONSTRUCTION EXCLUSION ZONES TO BE HAND DIG 700 PROPOSED NATIVE RIPARIAN PLANTING ONLY IN ORDER TO AVOID DAMAGE TO EXISTING TREE TREES TO BE REMOVED FLOOD RISK MANAGEMENT SCHEME ROOTS. 6. ROOT PROTECTION AREAS FOR ALL TREES CAN BE Drawing Title. FOUND IN THE ARBORICULTURAL IMPACT ASSESSMENT PROPOSED SPRING FLOWERING BULB PLANTING TREES TO BE COPPICED 300 (DOC REF 272967-ARP-XX-XX-RP-EN-0001) HEOL HAYDN FLOOD WALL C ACCOMPANYING THE APPLICATION. PROPOSED MIXED NATIVE SPECIES HEDGEROW 0.1 0.3 0.5 EXISTING FOOTPATH DETAIL 1 MAX. LENGTH 2250 0 0.2 0.4 1 1.5 Metres Suitability. Suitability Code. SOLID TIMBER 6 SLAT BENCH MADE FROM THE REMOVED FOR PLANNING S2 AUSTRIAN PINE TREES ON SITE. IF TIMBER IS NOT OF Scale 1:25 Internal Project Number. Scale. Rev. PLANNING APPLICATION BOUNDARY SUITABLE GRADE, SEATING SHALL BE SPECIFIED BY STREETLIFE.NL (OR SIMILAR APPROVED). 272967 AS SHOWN @ A1 P3 0 5 10 Metres TYPICAL WALL SECTION Drawing Number. SCALE 1:25 Scale 1:250 272967-ARP-HH-XX-DR-PL-0108 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 AND SHOULD NOT BE DISCLOSED TO A THIRD PARTY OR REPRODUCED WITHOUT PRIOR CONSENT OF C NATURAL RESOURCES WALES 2020