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Appendix H Traffic Impact Assessment · RAL25/0004
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1/A
2/A
3/A
4/A
5/A
1/B
4/A
3/A
2/A
1/E
1/A
1/C
2/C
1/D
STRUCTURE NAME IT IS THE RESPONSIBILITY OF THE
LINE D
LINE C
LINE J
LINE E
LINE B
LINE A
LINE A
LINE A
LINE A
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
0.9m X 0.6m GRATED INLET (Type 2)
0.9m X 0.6m GRATED INLET (Type 2)
0.9m X 0.9m GRATED INLET (Type 2)
0.9m X 0.9m GRATED INLET (Type 2)
0.9m X 0.9m GRATED INLET (Type 2)
IPWEAQ 2.4m LIL GRADE GULLY
IPWEAQ 2.4m LIL GRADE GULLY
STRUCTURE NOTE: "refer detail" REFERS
Ø1350 CHAMBER (refer detail)
Ø1350 CHAMBER (refer detail)
IPWEAQ LIP IN LINE GULLY
IPWEAQ LIP IN LINE GULLY
IPWEAQ LIP IN LINE GULLY
IPWEAQ LIP IN LINE GULLY
IPWEAQ LIP IN LINE GULLY
IPWEAQ LIP IN LINE GULLY
DESCRIPTION TO DETAILS SHOWN ON C340
2.4m LINTEL (GRADE)
2.4m LINTEL (GRADE)
2.4m LINTEL (GRADE)
2.4m LINTEL (GRADE)
2.4m LINTEL (GRADE)
2.4m LINTEL (GRADE)
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
HEADWALL
INTER-ALLOTMENT PIT
SIZES
DEPTH SIZE
0-1m 600x600
1.0-1.5m 600x900
1.5-2m 900x900
> 2m Ø1050 CHAMBER
600x600 RISER
SCALE 1:100 (A1) - 1:200 (A3)
150 DIA CLR 0.345
VERT.
150 DIA CLR 0.389
150 DIA CLR 0.345
150 DIA CLR 0.337
WAT IL.114.488
WAT IL.103.11
WAT IL.110.348
150 DIA CLR 0.582
WAT IL.105.974
150 DIA CLR 0.304
SEW IL.105.902
SCALE 1:500 (A1) - 1:1000 (A3)
150 DIA CLR 0.723
WAT IL.102.964
HORIZ.
SEW IL.103.037
OUTLET TO
NOTE: HGL LINE IS SHOWN FOR A BIORETENTION
Q10 (10% AEP) STORM U.N.O. FOREBAY
PIPE SIZE (mm) 375 375 450 600 375 375 375 375 375
PIPE CLASS RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3)
PIPE GRADE (%) 10.57% 7.27% 8.13% 0.40% 2.00% 6.84% 4.79% 3.01% 1.00%
PIPE SLOPE (1 in X) 9.46 13.75 12.29 250.00 50.00 14.62 20.87 33.26 99.77
FULL PIPE VELOCITY (m/s) 1.40 2.37 2.52 1.88 1.01 0.80 0.98 0.73 0.99
PART FULL VELOCITY (m/s) 4.38 4.39 5.09 1.88 2.19 3.21 2.98 2.33 1.68
DATUM RL 98.0 92.0 90.0 94.0 98.0 102.0
114.961
114.705
110.554
110.304
106.277
106.057
103.648
103.560
103.426
103.926
103.679
103.648
103.560
107.481
107.262
106.538
106.443
106.336
106.277
106.057
110.816
110.626
110.617
110.367
115.214
114.946
114.917
114.961
114.705
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW (Cumecs) 0.154 0.262 0.400 0.531 0.112 0.089 0.108 0.081 0.109
PIPE CAPACITY AT
0.570 0.473 0.813 0.388 0.248 0.459 0.384 0.304 0.176
GRADE (Cumecs)
1.424
1.673
1.693
1.469
1.544
1.193
1.151
1.130
1.130
1.302
1.131
1.151
1.350
1.306
1.638
1.468
1.544
1.619
1.452
1.630
1.682
1.404
1.424
DEPTH TO INVERT
114.416
109.972
109.952
105.712
105.637
102.952
102.994
102.950
102.950
103.164
103.014
102.994
107.044
106.426
106.094
105.713
105.637
110.418
110.193
110.015
114.511
114.436
114.416
INVERT LEVEL
OF DRAIN
115.840
111.645
107.181
104.145
104.080
104.466
104.145
108.394
107.732
107.181
112.037
111.645
116.193
115.840
SETOUT LEVEL
E 491649.562
E 491633.010
E 491610.066
E 491600.412
E 491597.269
E 491592.982
E 491600.412
E 491607.762
E 491604.219
E 491610.066
E 491626.131
E 491633.010
E 491642.684
E 491649.562
N 7078974.103
N 7079012.756
N 7079066.334
N 7079097.897
N 7079108.418
N 7079099.070
N 7079097.897
N 7079052.706
N 7079060.980
N 7079066.334
N 7079009.810
N 7079012.756
N 7078971.158
N 7078974.103
PIT LOCATION
42.047
16.986
100.332
133.341
144.321
0.000
0.000
7.522
0.000
9.033
0.000
7.482
0.000
7.482
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
CHAINAGE 42.047 58.285 33.009 10.981 7.522 9.033 7.953 7.482 7.482
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
LINE A B C D E services are to be confirmed and protected on site by See the original
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