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Appendix H Traffic Impact Assessment · RAL25/0004

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1105
                                                                                                                                                                                                                                                                             LOT 100                             1                                                                                                                                                                                                                                                                                                                                                                                                              IT IS THE RESPONSIBILITY OF THE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED 900x900 TYPE 1 GRATED                                                                                                                                                                                                    CONTRACTOR TO CONTACT THE RELEVANT




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                                                                                                   1                                                                                                                                                                                                  2                                                                                                               3                                                                   FIELD INLET WITH GROUTED ROCK                                                                                        4                                                                                                           AUTHORITIES TO CONFIRM THE LOCATION OF




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                                                                                                      -                                                                                                                                                                                                   -          120                                                                                               -              115                                                 SCOUR PROTECTION SURROUND                                                                                             -                                                                                                             ALL EXISTING SERVICES PRIOR TO THE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CH 215.236 104
                                                                                                                                                                                                                                                                                                                                                            11                                                                                                                                                                                                                                                                                                                                                                  COMMENCEMENT OF EXCAVATION




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                                                                                                                                                                                                                                                         120                                                                                                                                                                          114                              113                            111         110                      109        108         107
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                                                                                                                                                                                                  RP BDY                                                                         119

                                           RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                  RESERVE
                           123                                      123                                                                                                                                                                                                       TURF SWALE                                                                                                                                                                                                                                                         ROCK LINED
                                                                                                                                                                                                                                                                                                                       117
                     LOT 3                                                                                                                                                                                   120
                                                                                                                                                                                                                                          LOT 2                                                                                                                                     11                                                                                                                       LOT 1                               SWALE
                                                                                                                                                                                                                                                                                118




                                                                                                                                                                                                                                                                                                                                                                                                                                                                11
                                                                                                                                                                        121                                                                                                                                                                           116                              5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
                  122                                                                122                                                                                                                                                                                                                                                                                                         4
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                                                                                                                                                                                                                                                   SWALE DETAIL



                                                                                                                                                                                                                                       SCALE 1:100 (A1) - 1:200 (A3)                                                                                                                                                                                                                                                                                                                                                                           SWALE DETAILS - LOCATION 1 TYPICAL SWALE SECTION CH0-CH16
                                                                                                              IP CH.20.919 RL.122.824




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FENCE / RP BDY
                                               IP CH.0 RL.123.419




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Q100FLOW             31l/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LOT 100                                                       LOT 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Longitudinal Grade     2.84%                  1m                   1m                              1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Lining            Turf
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Mannings 'n'          .04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.05m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Flow Depth                               1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.05m                                                                      1:4




                                                                                                                                                                                                                                                                                                                            IP CH.111.169 RL.117.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Velocity         0.52m/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      d*v            0.03m²/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TURF LINED CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Swale Capacity       0.63m³/s
                                                                                                                                                                                                                                                                                                                                                                                       EXISTING
                                                                                                                                                                                                                                                                                                                                                                                       SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SWALE DETAILS - LOCATION 2 TYPICAL SWALE SECTION CH16-CH101




                                                                                                                                                                                                                                                                                                                                                                                                                                      IP CH.152.355 RL.113.33




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FENCE / RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Q100FLOW            195l/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LOT 100                                                       LOT 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Longitudinal Grade     5.50%                  1m                   1m                              1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Lining            Turf
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Mannings 'n'          .04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.12m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Flow Depth          0.12m                1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Velocity         1.15m/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      d*v            0.13m²/s        1:4 BATTER TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING SURFACE                 TURF LINED CHANNEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RP BDY / IP CH.215.236 RL.104.188
                                                                                                                                                                                                                                                                                                                                                                                                     DESIGN SURFACE                                                                                                                                                                                                                             Swale Capacity       0.88m³/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        IP CH.211.688 RL.104.43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IP CH.213.386 RL.103.864
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    IP CH.214.264 RL.103.864
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SWALE DETAILS - LOCATION 3 TYPICAL SWALE SECTION CH101-CH142




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FENCE / RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Q100FLOW            271l/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LOT 100                                                       LOT 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Longitudinal Grade     11.0%                  1m                   1m                              1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Lining            Turf
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Mannings 'n'          .04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.11m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Flow Depth          0.11m                1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Velocity         1.62m/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      d*v            0.19m²/s        1:4 BATTER TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Swale Capacity       1.24m³/s        EXISTING SURFACE                 TURF LINED CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STORMWATER FIELD INLET 1/H


                                                                                                                                                                                                                                        TURF LINED                                                                                                                                                                                                                                                      ROCK LINED                                                                                                                             SWALE DETAILS - LOCATION 4 TYPICAL SWALE SECTION CH142-CH212




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FENCE / RP BDY
      Horiz Curve Data                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Q100FLOW            408l/s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LOT 100                                                       LOT 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0%                                         Longitudinal Grade     15.0%                  1m                   1m                              1m
      Vertical Geometry Grade                                               -2.843%                                                                                                                                                  -5.5%                                                                                                                                                   -11%                                                                                                                                   -15%                                                    -33.333% 33.333%                                         Lining            Rock
      Vertical Grade Length                                                 20.919m                                                                                                                                               90.25m                                                                                                                                                   41.186m                                                                                                                     59.333m                                                              1.698m 0.972m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.16m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.878m                                          Mannings 'n'          .06
                                                                                                            V.C. 10m                                                                                                                                                                                                   V.C. 20m                                                                                                      V.C. 20m                                                                                                                                                                                                                                              1:4
      Vertical Curve Length                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Flow Depth          0.16m                                                                      1:4
      Vertical Curve Radius                                                                                 R 376.427m                                                                                                                                                                                                R 363.632m                                                                                                      R 500m                                                                                                                                                                                                        Velocity         1.52m/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.25m
           Datum R.L.94.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             d*v            0.25m²/s        1:4 BATTER TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING SURFACE                  ROCK LINED CHANNEL
                                    Cut                                         63                                                                          49                                    37                                         17                                   21                                        68                                                             102                                       94                                                          96                                              105                                            83                                              Swale Capacity       0.96m³/s
           Volumes
                                    Fill                                        0                                                                           14                                    57                                         48                                   4                                              0                                                          0                                        0                                                           0                                                0                                             0
                                                  124.030 123.419




                                                                                          123.402 122.966

                                                                                                             123.122 122.828
                                                                                                             123.049 122.791
                                                                                                                                        122.639 122.549




                                                                                                                                                                          121.528 121.775




                                                                                                                                                                                                               120.177 120.675




                                                                                                                                                                                                                                                           119.452 119.575




                                                                                                                                                                                                                                                                                             119.071 118.475
                                                                                                                                                                                                                                                                                             119.035 118.410



                                                                                                                                                                                                                                                                                                                                118.476 117.723



                                                                                                                                                                                                                                                                                                                                                                  117.669 116.887
                                                                                                                                                                                                                                                                                                                                                                  117.561 116.760




                                                                                                                                                                                                                                                                                                                                                                                                           115.683 114.689
                                                                                                                                                                                                                                                                                                                                                                                                           115.375 114.430




                                                                                                                                                                                                                                                                                                                                                                                                                                          114.269 113.230


                                                                                                                                                                                                                                                                                                                                                                                                                                                                        113.073 112.178
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        112.741 111.830




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  110.255 109.183




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  107.263 106.183




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          105.569 104.430
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          105.333 103.864
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          105.212 103.864
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          105.077 104.188
           Design Control Line

           Natural
           Depth of                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SWALE 1 HORIZONTAL IP TABLE
                                                                                                                                                                          -0.247




                                                                                                                                                                                                               -0.498




                                                                                                                                                                                                                                                           -0.122
                                                  0.611




                                                                                          0.436

                                                                                                             0.294
                                                                                                             0.258
                                                                                                                                        0.090




                                                                                                                                                                                                                                                                                             100.000 0.596
                                                                                                                                                                                                                                                                                             101.169 0.624



                                                                                                                                                                                                                                                                                                                                111.169 0.753



                                                                                                                                                                                                                                                                                                                                                                  120.000 0.782
                                                                                                                                                                                                                                                                                                                                                                  121.169 0.801




                                                                                                                                                                                                                                                                                                                                                                                                           140.000 0.994
                                                                                                                                                                                                                                                                                                                                                                                                           142.355 0.945




                                                                                                                                                                                                                                                                                                                                                                                                                                          152.355 1.039


                                                                                                                                                                                                                                                                                                                                                                                                                                                                        160.000

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