pt310 (end o)€¦ · cl116.00 cl115.50 diam 225 grad 1 in 150 type clay length 81.396 tb pt310...
TRANSCRIPT
OP
0.300Ø
EP
TIE
EP
EP
EP
EP
OP
0.100Ø
TIE
TIE
TIE
SAP
SAP
SAP
NP
SAP
RS
RS
BOL
RS
RS
NP
TB
RS
TB
RS
RS
BOL
RS
EP
EP
EP
EP
EP
EP
SO1
SO2
SO3
SO5
SO6
TBM1
1
5
0
100
1
5
0
1
5
0
FLOODED
UTL
225225
300
225
22
5
UTL
OP
0.300Ø
OP
0.100Ø
VMS
VMS
225225
300
225
22
5
F31
F32
F34
F35
F19
F20
S19
S21
CL114.00
CL113.50
CL112.00
CL116.75
CL116.50
CL116.00
CL115.00
CL114.00
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CL117.00
Typ
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31.7
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CL116.50
CL116.00
CL115.50
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TIE
SAP
SAP
SAP
NP
SAP
RS
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RS
RS
NP
TB
RS
TB
RS
RS
BOL
RS
EP
EP
EP
EP
EP
EP
SO1
SO2
SO3
SO5
SO6
TBM1
OP
0.300Ø
OP
0.100Ø
VMS
VMS
PT310 (
end O)
PT31
0 (en
d O)
PT310 (end O)
PT310 (end O)
PT310 (end A)
PT31
0 (e
nd O
)
PT310 (end O)
PT310 (end O)
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0
CIVIL & STRUCTURAL ENGINEERSPriestley, Johnson Ltd
BANK HOUSE105 - 109 NEW STREET,
BLACKROD,BOLTONBL6 5AG
TEL:- 01204 667711FAX:- 01204 667722
consultancy engineering business environment
ace
NOTES
Drawn
Date
Scale
Rev Description Date
DRAWING
Dwg No
Adoptable sewers Private drainage
Private Soakaway or Attenuation tank
TAYLOR WIMPEY LTD.
SMJ
1:500.
July 201515020/D100.
HIGHWAY / DRAINAGE PLAN.
DILWORTH LANE, LONGRIDGE.
TRENCHTRENCH
Min.150mm BED.
TYPE A GRANULAR
MATERIAL TOTAL
SURROUND
250mm
Min.150mm BED.
TYPE A GRANULAR
MATERIAL TOTAL
SURROUND
250mm
EXCEEDING 1350
300 & BELOW.(PLASTIC)
NOMINAL BORE OF PIPE
EXCEEDING 1350
300 & BELOW.(PLASTIC)
NOMINAL BORE OF PIPE
600-1350
375-525
A40
A20
A14
A10
GRADING
600-1350
375-525
A40
A20
A14
A10
GRADING
White lining at junction.
RM>
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 1
110.987
110.586
110.988
111.628
111.785
0.000
110.911
112.097
112.477
112.849
112.901
42.712
112.925
112.956
113.048
113.141
93.740
R= 38.000
113.319
113.764
114.164
132.356
R= 80.000
114.441
162.528
R= 80.000
114.489
114.750
173.342
R= 80.000
191.130
115.071
115.454
115.838
116.085
116.514
196.525
R=
80.000
116.797
116.973
117.104
117.442
117.858
118.258
243.196
R= 80.000
118.426
302.863
118.665
311.616
R=
40.000
119.228
119.726
120.236
120.682
121.074
121.313
120.758
120.440
328.706
R= 30.000
121.392
121.607
121.570
400.550
R= 80.000
121.376
121.442
439.696
121.715
456.558
R= 50.000
121.861
121.992
469.017
122.062
122.349
122.504
122.324
122.192
485.810
R= 100.000
524.834
R= 40.000
DATUM 105.000
110.000
115.000
120.000
125.000
76.137
RO
AD
2
124.892
RO
AD
3
179.339
RO
AD
4
196.525
RO
AD
5
231.862
RO
AD
6
373.712
RO
AD
7
441.869
RO
AD
8
503.280
RO
AD
9
110.987
G= 2.463%
1: 40.6
10.000
111.233
20.000
111.479
30.000
111.726
40.000
111.972
50.000
112.218
53.011
112.292
L= 20.000
KF= -14.08978
73.011
112.643
G= 1.044%
1: 95.8
80.000
112.716
90.000
112.820
L= 20.000
KF= -37.87664
112.860
96.000
112.878
98.000
112.895
100.000
112.912
102.000
112.927
104.000
112.941
106.000
112.954
108.000
112.965
110.000
112.976
G=
0.516%
1:
194.0
115.000
113.002
L= 20.000
KF= 9.20640
122.000
128.000
130.000
113.296
G= 2.688%
1: 37.2
140.000
113.457
150.000
113.726
160.000
113.994
170.000
114.263
114.532
190.000
114.801
L= 20.000
KF= 26.09189
194.000
114.911
114.969
115.028
200.000
115.089
202.000
115.151
204.000
115.215
206.000
115.280
208.000
115.347
210.000
115.415
G= 3.454%
1: 28.9
220.000
115.760
230.000
116.106
240.000
116.451
L= 20.000
KF= -12.89976
116.583
246.000
116.645
248.000
116.703
250.000
116.758
252.000
116.810
254.000
116.859
256.000
116.905
258.000
116.948
260.000
116.987
G=
1.904%
1:
52.5
265.000
117.082
L= 20.000
KF= 9.82203
284.000
117.628
G=
3.940%
1:
25.4
290.000
117.864
L= 20.000
KF= -15.88224
294.000
118.016
296.000
118.089
298.000
118.159
300.000
118.226
118.291
118.354
306.000
118.414
308.000
118.471
310.000
118.526
G=
2.681%
1:
37.3
315.000
118.660
L= 20.000
KF= 7.91517
326.000
332.000
334.000
119.397
G=
5.208%
1:
19.2
340.000
119.709
L= 20.000
KF= -15.59635
344.000
119.912
346.000
120.010
348.000
120.105
350.000
120.198
352.000
120.288
354.000
120.376
356.000
120.460
358.000
120.543
360.000
120.623
G=
3.925%
1:
25.5
365.000
120.819
L= 20.000
KF= -2.85241
372.000
380.000
382.000
384.000
120.932
376.197
HP
121.039
G=
-3.086%
1:
-32.4
390.000
120.748
L= 20.000
KF= 2.60397
394.000
120.656
396.000
120.632
120.655
404.000
120.693
406.000
120.746
408.000
120.815
398.036
LP
120.624
410.000
120.899
G=
4.594%
1:
21.8
415.000
121.129
L= 20.000
KF= -3.86080
432.738
HP
121.537
G=
-0.586%
1:
-170.7
440.000
121.501
L= 20.000
KF= 8.36495
448.000
121.492
450.000
121.502
452.000
121.516
121.536
121.560
121.589
444.901
LP
121.486
460.000
121.622
G= 1.805%
1: 55.4
121.803
480.000
121.984
490.000
122.164
L= 20.000
KF= -8.27245
494.000
122.227
496.000
122.251
498.000
122.270
500.000
122.284
502.000
122.294
508.000
122.293
504.932
HP
122.299
510.000
122.283
122.192
G= -0.613%
1: -163.2
520.000
122.222
110.918
110.918
111.041
111.041
111.164
111.164
111.288
111.288
111.411
111.411
111.534
111.534
111.657
111.657
111.780
111.780
111.903
111.903
112.026
112.026
112.150
112.150
112.271
112.271
112.379
112.379
112.468
112.468
112.540
112.540
112.595
112.595
112.647
112.647
112.699
112.699
112.752
112.752
112.801
112.801
112.843
112.843
112.878
112.878
112.908
112.908
112.933
112.933
112.973
112.973
113.039
113.039
113.133
113.133
113.254
113.254
113.388
113.388
113.522
113.522
113.657
113.657
113.791
113.791
113.926
113.926
114.060
114.060
114.194
114.194
114.329
114.329
114.463
114.463
114.598
114.598
114.732
114.732
114.871
114.871
115.020
115.020
115.178
115.178
115.346
115.346
115.519
115.519
115.692
115.692
115.864
115.864
115.943
115.943
227.279
116.037
116.037
116.210
116.210
116.383
116.383
116.546
116.546
116.689
116.689
116.814
116.814
116.918
116.918
117.014
117.014
117.122
117.122
117.255
117.255
117.414
117.414
117.598
117.598
117.795
117.795
117.984
117.984
118.158
118.158
118.315
118.315
118.457
118.457
118.591
118.591
118.741
118.741
118.923
118.923
119.136
119.136
119.380
119.380
119.641
119.641
119.893
119.893
120.129
120.129
120.350
120.350
120.554
120.554
120.750
120.750
120.903
120.903
120.967
120.967
120.945
120.945
120.834
120.834
120.680
120.680
120.573
120.573
120.563
120.563
120.649
120.649
120.831
120.831
121.060
121.060
121.258
121.258
121.390
121.390
121.458
121.458
121.461
121.461
121.432
121.432
121.417
121.417
121.433
121.433
121.473
121.473
454.557
121.507
121.507
456.558
121.562
121.562
121.653
121.653
121.743
121.743
121.833
121.833
121.924
121.924
122.014
122.014
122.104
122.104
122.179
122.179
122.224
122.224
122.239
122.239
122.223
122.223
122.193
122.193
122.162
122.162
122.132
122.132
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
135.000
113.322
180.000
285.000
117.667
335.000
119.449
385.000
120.903
435.000
121.530
470.000
54.000
112.316
56.000
112.363
58.000
112.407
60.000
112.447
62.000
112.485
64.000
112.520
66.000
112.553
68.000
112.582
70.000
112.608
72.000
112.632
92.000
112.841
94.000
116.000
113.008
118.000
113.022
120.000
113.041
113.065
124.000
113.092
126.000
113.125
113.161
113.202
132.000
113.247
134.000
192.000
114.855
196.000
198.000
242.000
116.519
244.000
266.000
117.102
268.000
117.144
270.000
117.190
272.000
117.241
274.000
117.295
276.000
117.353
278.000
117.416
280.000
117.483
282.000
117.553
292.000
117.941
302.000
304.000
316.000
118.687
318.000
118.746
320.000
118.810
322.000
118.879
324.000
118.952
119.031
328.000
119.115
330.000
119.204
119.298
342.000
119.812
366.000
120.856
368.000
120.921
370.000
120.971
121.008
374.000
121.030
376.000
121.039
378.000
121.033
121.013
120.980
392.000
120.694
398.000
120.624
400.000
120.632
402.000
416.000
121.174
418.000
121.255
420.000
121.326
422.000
121.387
424.000
121.438
426.000
121.478
428.000
121.507
430.000
121.527
432.000
121.536
434.000
121.534
442.000
121.491
444.000
121.487
446.000
121.487
454.000
456.000
458.000
492.000
122.198
504.000
122.298
506.000
122.298
121.480
121.480
S23
4.556
108.940
108.860
Dia 300
1 in 200
Circular CONC
Pipe 1.021
15.926
108.860
Dia 300
1 in 200
Circular CONC
Pipe 1.022
16.712
S22
20.482
S58
27.196
110.306
110.230
Dia 300
1 in 249
Circular CLAY
Pipe 13.005
18.894
S57
46.132
110.368
110.306
Dia 300
1 in 249
Circular CLAY
Pipe 13.004
15.462
S56
61.925
110.600
110.443
Dia 225
1 in 100
Circular CLAY
Pipe 13.003
15.685
S55
78.014
111.200
111.048
Dia 225
1 in 150
Circular CLAY
Pipe 14.000
22.840
S59
101.126
S17
126.050
111.905
111.437
Dia 450
1 in 41
Circular CONC
Pipe 1.015
19.383
S16
145.196
112.264
111.905
Dia 450
1 in 100
Circular CONC
Pipe 1.014
35.969
S15
181.114
113.130
112.339
Dia 375
1 in 21
Circular CONC
Pipe 1.013
16.697
S14
197.922
113.719
113.130
Dia 375
1 in 24
Circular CONC
Pipe 1.012
14.280
S13
212.387
114.459
113.719
Dia 375
1 in 29
Circular CONC
Pipe 1.011
21.164
S12
233.804
116.721
114.459
Dia 375
1 in 30
Circular CONC
Pipe 1.010
68.848
S11
302.755
117.218
116.721
Dia 375
1 in 36
Circular CONC
Pipe 1.009
17.700
S10
320.375
117.505
117.218
Dia 375
1 in 116
Circular CONC
Pipe 1.008
33.266
S9
353.672
117.645
117.505
Dia 375
1 in 150
Circular CONC
Pipe 1.007
21.042
S8
374.980
118.564
118.503
Dia 375
1 in 250
Circular CONC
Pipe 1.006
15.268
S7
390.436
118.775
118.564
Dia 375
1 in 251
Circular CONC
Pipe 1.005
52.863
S6
443.314
118.889
118.850
Dia 300
1 in 248
Circular CLAY
Pipe 1.004
9.666
S5
452.761
119.065
118.889
Dia 300
1 in 100
Circular CLAY
Pipe 1.003
17.644
S4
470.301
119.139
119.065
Dia 300
1 in 296
Circular CLAY
Pipe 1.002
21.899
S3
492.222
119.179
119.139
Dia 300
1 in 293
Circular CLAY
Pipe 1.001
11.719
S2
504.247
120.400
120.235
Dia 150
1 in 100
Circular CLAY
Pipe 1.000
16.467
S1
521.000
Dia 300
IL 108.940
Dia 300
IL 110.230
Dia 225
IL 110.600
Dia 600
IL 111.287
Dia 300
IL 112.414
Dia 150
IL 113.355
Dia 300
IL 114.534
Dia 225
IL 117.795
Dia 225
IL 119.254
111.068
111.462
111.628
112.111
112.470
112.675
112.899
113.097
113.565
114.532
114.994
115.480
116.220
118.295
118.792
120.351
121.005
120.721
121.457
121.492
121.786
122.180
122.276
122.216
F49
24.365
110.079
109.791
Dia 150
1 in 80
Circular CLAY
Pipe 11.005
22.993
F48
47.250
110.268
110.079
Dia 150
1 in 80
Circular CLAY
Pipe 11.004
15.145
F47
62.050
110.404
110.268
Dia 150
1 in 100
Circular CLAY
Pipe 11.003
13.616
F46
75.299
F17
123.836
111.906
111.770
Dia 225
1 in 150
Circular CLAY
Pipe 1.015
20.415
F16
144.476
112.134
111.906
Dia 225
1 in 150
Circular CLAY
Pipe 1.014
34.234
F15
178.792
112.833
112.366
Dia 225
1 in 37
Circular CLAY
Pipe 1.013
17.233
F14
195.968
113.327
112.833
Dia 225
1 in 30
Circular CLAY
Pipe 1.012
14.911
F13
210.773
113.978
113.327
Dia 225
1 in 31
Circular CLAY
Pipe 1.011
19.932
F12
230.448
116.188
113.978
Dia 225
1 in 33
Circular CLAY
Pipe 1.010
72.443
F11
302.680
116.690
116.188
Dia 225
1 in 34
Circular CLAY
Pipe 1.009
17.159
F10
319.882
117.140
116.690
Dia 225
1 in 80
Circular CLAY
Pipe 1.008
35.975
F9
355.859
117.256
117.140
Dia 225
1 in 150
Circular CLAY
Pipe 1.007
17.454
F8
373.085
117.919
117.256
Dia 225
1 in 27
Circular CLAY
Pipe 1.006
17.898
F7
390.771
118.251
117.919
Dia 225
1 in 150
Circular CLAY
Pipe 1.005
49.756
F6
440.410
118.324
118.251
Dia 225
1 in 151
Circular CLAY
Pipe 1.004
11.022
F5
451.601
118.456
118.324
Dia 225
1 in 150
Circular CLAY
Pipe 1.003
19.802
F4
471.497
118.593
118.456
Dia 225
1 in 150
Circular CLAY
Pipe 1.002
20.534
F3
492.002
118.663
118.593
Dia 225
1 in 151
Circular CLAY
Pipe 1.001
10.573
F2
502.382
120.200
120.040
Dia 150
1 in 100
Circular CLAY
Pipe 1.000
16.041
F2
518.143
Dia 225
IL 109.716
Dia 150
IL 110.404
Dia 225
IL 111.770
Dia 150
IL 112.209
Dia 150
IL 113.109
Dia 150
IL 114.254
Dia 150
IL 118.040
Dia 150
IL 118.738
111.571
112.126
112.455
112.636
113.073
113.561
114.466
114.949
115.427
116.080
118.288
118.790
120.420
120.996
120.695
121.484
121.494
121.815
122.171
122.280
122.201
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
IL110.608
IL112.422IL113.124
IL118.050
IL111.765
CIVIL & STRUCTURAL ENGINEERSPriestley, Johnson Ltd
BANK HOUSE105 - 109 NEW STREET,
BLACKROD,BOLTONBL6 5AG
TEL:- 01204 667711FAX:- 01204 667722
consultancy engineering business environment
ace
Drawn
Date
Scale
Rev Description Date
Dwg No
Adoptable sewers Private drainage
Private Soakaway or Attenuation tankTRENCHTRENCH
Min.150mm BED.
TYPE A GRANULAR
MATERIAL TOTAL
SURROUND
250mm
Min.150mm BED.
TYPE A GRANULAR
MATERIAL TOTAL
SURROUND
250mm
EXCEEDING 1350
300 & BELOW.(PLASTIC)
NOMINAL BORE OF PIPE
EXCEEDING 1350
300 & BELOW.(PLASTIC)
NOMINAL BORE OF PIPE
600-1350
375-525
A40
A20
A14
A10
GRADING
600-1350
375-525
A40
A20
A14
A10
GRADING
White lining at junction.
RM>
TAYLOR WIMPEY LTD.
SMJ
1:500.
July 201515020/D101-1
LONGITUDINAL SECTION.
DILWORTH LANE, LONGRIDGE.
SHEET 1 of 5
Adoptable sewers
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 3
113.053
112.964
112.878
112.189
113.044
113.450
113.457
0.000
58.241
110.000
115.000
RO
AD
1
2.750
113.037
113.730
G= 1.250%
1: 80.0
10.000
113.127
20.000
113.252
30.000
113.377
40.000
113.502
50.000
113.627
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 4
114.486
114.605
114.767
114.931
115.052
115.097
115.173
115.347
0.000
115.535
115.819
116.273
116.460
116.672
116.663
79.514
121.398
110.000
115.000
58.223
RO
AD
10
64.830
RO
AD
11
RO
AD
1
2.750
114.446
116.663
G= 1.869%
1: 53.5
10.000
114.581
20.000
114.768
30.000
114.955
40.000
115.142
50.000
115.329
60.000
115.516
70.000
115.702
80.000
115.889
90.000
116.076
100.000
116.263
110.000
116.450
120.000
116.637
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 5
114.961
114.999
114.938
0.000
115.051
115.127
28.375
115.143
41.738
R= 60.000
47.923
110.000
115.000
RO
AD
1
2.756
114.921
G= 1.250%
1: 80.0
10.000
115.012
20.000
115.137
24.203
115.189
L= 20.000
KF= -8.0
25.000
115.199
30.000
115.241
35.000
115.251
40.000
115.231
34.203
HP
115.252
44.203
115.189
115.143
G=
-1.250%
1:
-80.0
113.005
113.005
113.067
113.067
113.130
113.130
113.192
113.192
113.255
113.255
113.317
113.317
113.380
113.380
113.442
113.442
113.505
113.505
113.535
113.535
47.444
113.539
47.744
LEFT HAND CHANNEL
RIGHT HAND CHANNEL 114.488
8.707
114.489
114.489
8.750
114.512
114.512
114.606
114.606
114.699
114.699
114.793
114.793
114.886
114.886
114.980
114.980
115.073
115.073
115.166
115.166
115.260
115.260
115.353
115.353
115.447
115.447
115.540
115.540
115.634
115.634
115.727
115.727
115.812
115.812
79.514
115.823
115.823
115.858
115.858
81.514
115.923
115.923
116.016
116.016
116.110
116.110
116.203
116.203
116.297
116.297
116.390
116.390
116.401
116.401
110.601
116.407
110.901
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
114.934
8.568
114.951
114.951
9.916
114.952
114.952
115.014
115.014
115.077
115.077
115.139
115.139
115.181
115.181
115.188
115.188
31.908
115.191
115.171
115.119
115.116
115.116
45.298
115.083
115.083
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
S17
1.088
111.157
111.287
Dia 600
1 in 426
Circular CONC
Pipe 1.016
55.385
S18
56.473
Dia 450
IL 111.437
Dia 300
IL 112.423
Dia 600
IL 111.157
113.098
114.000
F18
52.232
111.417
Dia 225
1 in 150
Circular CLAY
Pipe 1.016
52.905
Dia 225
IL 111.417
113.631
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
IL111.147
1.017
S38
56.724
114.261
114.132
Dia 225
1 in 56
Circular CLAY
Pipe 8.001
7.210
112.800
Dia 300
1 in 150
Circular CLAY
Pipe 8.002
57.910
S37
63.931
115.283
114.261
Dia 225
1 in 53
Circular CLAY
Pipe 8.000
54.576
S36
118.507
Dia 225
IL 112.875
Dia 225
IL 114.261
115.432
115.561
116.583
F15
1.339
112.713
112.209
Dia 150
1 in 114
Circular CLAY
Pipe 8.002
57.661
F40
59.000
114.331
114.128
Dia 150
1 in 31
Circular CLAY
Pipe 8.001
6.220
F39
65.197
115.000
114.331
Dia 150
1 in 78
Circular CLAY
Pipe 8.000
51.891
F38
117.070
Dia 225
IL 112.366
Dia 225
IL 112.134
Dia 150
IL 112.713
Dia 150
IL 114.489
114.466
115.479
115.591
116.543
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
IL112.881
10.000
S14
1.352
113.932
113.355
Dia 150
1 in 61
Circular CLAY
Pipe 7.000
35.107
S35
36.575
Dia 375
IL 113.130
Dia 375
IL 113.130
114.995
115.232
F36
36.026
113.855
Dia 150
1 in 79
Circular CLAY
Pipe 6.006
23.241
113.855
Dia 150
1 in 50
Circular CLAY
Pipe 6.007
37.029
115.205
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
120.000
DATUM 105.000 DATUM 105.000
120.000 120.000
DATUM 105.000
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 2
112.708
112.794
0.000
112.444
111.956
112.494
112.185
112.693
112.890
33.505
R= 30.000
66.649
DATUM 105.000
110.000
115.000
120.000
RO
AD
1
2.757
112.609
113.408
G= 1.250%
1: 80.0
10.000
112.699
20.000
112.824
30.000
112.949
40.000
113.074
50.000
113.199
60.000
113.324
112.577
112.577
112.639
112.639
112.702
112.702
112.764
112.764
112.827
112.827
112.889
112.889
112.952
112.952
113.014
113.014
113.077
113.077
113.139
113.139
113.202
113.213
55.851
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
11.174
113.213
113.216
56.151
113.202
S54
21.168
110.888
110.822
Dia 225
1 in 151
Circular CLAY
Pipe 13.001
9.961
110.822
Dia 225
1 in 100
Circular CLAY
Pipe 13.002
22.154
S53
30.882
111.200
110.888
Dia 225
1 in 103
Circular CLAY
Pipe 13.000
32.134
S52
62.939
112.817
112.938
113.333
F46
1.176
110.587
110.404
Dia 150
1 in 100
Circular CLAY
Pipe 11.002
18.233
F45
19.516
110.711
110.587
Dia 150
1 in 100
Circular CLAY
Pipe 11.001
12.435
F44
32.176
111.000
110.711
Dia 150
1 in 100
Circular CLAY
Pipe 11.000
28.855
F43
61.055
Dia 150
IL 110.404
112.636
112.818
112.959
113.302
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
CIVIL & STRUCTURAL ENGINEERSPriestley, Johnson Ltd
BANK HOUSE105 - 109 NEW STREET,
BLACKROD,BOLTONBL6 5AG
TEL:- 01204 667711FAX:- 01204 667722
consultancy engineering business environment
ace
NOTES
Drawn
Date
Scale
Rev Description Date
Dwg No
NOTESNOTES
Adoptable sewers
Private drainage
Private Soakaway or Attenuation tank
TAYLOR WIMPEY LTD.
SMJ
1:500.
July 201515020/D101-2
LONGITUDINAL SECTION.
DILWORTH LANE, LONGRIDGE.
SHEET 2 of 5
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 6
116.179
116.472
116.769
117.197
117.536
117.881
118.317
0.000
61.256
118.846
119.451
119.765
120.044
61.268
R=
1.000
120.679
121.517
109.103
R= 59.966
122.490
124.622
123.134
123.712
134.577
R= 8.750
148.177
DATUM 111.000
115.000
120.000
125.000
71.083
RO
AD
11
52.787
RO
AD
12
129.382
RO
AD
13
RO
AD
1
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 7
121.181
120.440
119.820
119.361
0.000
27.639
115.000
120.000
RO
AD
1
2.750
120.959
119.361
G= -6.421%
1: -15.6
10.000
120.493
20.000
119.851
2.802
116.083
G= 3.789%
1: 26.4
10.000
116.356
20.000
116.735
30.000
117.114
40.000
117.492
50.000
117.871
60.000
118.250
70.000
118.629
78.980
118.969
L= 20.000
KF= 5.58209
80.000
119.009
85.000
119.230
90.000
119.496
95.000
119.806
98.980
120.085
123.712
G= 7.371%
1: 13.6
100.000
120.160
110.000
120.898
120.000
121.635
130.000
122.372
140.000
123.109
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 8
121.373
0.000
120.741
120.063
9.434
119.427
26.768
R= 30.000
118.862
39.161
R= 30.000
118.329
48.157
121.024
55.738
R=
20.000
119.727
67.109
R= 30.000
116.871
116.863
72.183
81.122
R=
11.400
DATUM 111.000
115.000
120.000
125.000
RO
AD
1
2.754
121.422
117.000
G= -5.643%
1: -17.7
10.000
121.014
20.000
120.449
30.000
119.885
40.000
119.321
50.000
118.756
60.000
118.192
70.000
117.628
80.000
117.063
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 9
122.465
121.813
121.107
120.571
0.000
28.708
DATUM 115.000
120.000
125.000
RO
AD
1
2.450
122.238
120.664
G= -5.996%
1: -16.7
10.000
121.785
20.000
121.186
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 10
115.159
114.669
114.545
114.529
0.000
21.240
115.000
RO
AD
4
2.750
115.414
114.529
G= -4.781%
1: -20.9
10.000
115.067
20.000
114.589
115.067
115.067
8.750
115.007
115.007
114.768
114.768
114.529
114.529
114.469
114.469
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
116.169
6.880
116.287
116.288
116.288
10.022
116.477
116.477
116.666
116.666
116.855
116.855
117.045
117.045
117.234
117.234
117.424
117.424
117.613
117.613
117.803
117.803
117.992
117.992
118.181
118.181
118.371
118.371
118.560
118.560
118.750
118.750
118.940
118.940
119.161
119.161
119.427
119.427
119.737
119.737
120.092
120.092
120.460
120.460
120.829
120.829
121.197
121.197
121.566
121.566
121.935
121.935
122.303
122.303
122.672
122.672
123.040
123.040
123.409
123.409
123.643
123.643
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
121.067
7.995
121.034
121.034
8.569
120.954
120.954
120.671
120.671
120.389
120.389
120.107
120.107
119.825
119.825
119.543
119.543
119.261
119.261
118.978
118.978
118.696
118.696
118.414
118.414
118.132
118.132
117.850
117.850
117.568
117.568
117.285
117.285
117.003
117.003
116.940
116.940
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
121.867
7.634
121.750
121.750
9.582
121.725
121.725
121.426
121.426
121.126
121.126
120.826
120.826
120.604
120.604
LEFT HAND CHANNEL
RIGHT HAND CHANNEL120.489
9.130
120.474
120.474
9.367
120.433
120.433
120.112
120.112
119.791
119.791
119.470
119.470
119.301
119.301
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
S30
51.746
116.746
116.291
Dia 225
1 in 40
Circular CLAY
Pipe 4.002
18.150
116.216
Dia 300
1 in 31
Circular CLAY
Pipe 4.003
52.844
S29
69.935
117.745
117.198
Dia 225
1 in 46
Circular CLAY
Pipe 4.001
25.042
S28
95.328
120.800
117.820
Dia 150
1 in 12
Circular CLAY
Pipe 4.000
35.757
S27
131.071
Dia 150
IL 116.366
Dia 225
IL 116.746
117.912
118.623
119.812
122.420
F12
1.902
116.631
114.254
Dia 150
1 in 22
Circular CLAY
Pipe 4.003
51.554
F26
53.455
117.286
116.631
Dia 150
1 in 27
Circular CLAY
Pipe 4.002
17.708
F25
71.007
118.626
117.286
Dia 150
1 in 20
Circular CLAY
Pipe 4.001
26.320
F24
97.074
120.870
118.626
Dia 150
1 in 14
Circular CLAY
Pipe 4.000
31.079
F23
127.679
Dia 225
IL 113.978
Dia 225
IL 113.978
Dia 150
IL 116.631
116.078
117.981
118.636
119.926
122.170
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
IL116.671
5.001
S8
1.244
117.954
117.795
Dia 225
1 in 150
Circular CLAY
Pipe 3.000
23.915
S26
25.157
Dia 375
IL 118.503
Dia 375
IL 117.645
121.005
119.498
F22
23.908
118.289
Dia 150
1 in 100
Circular CLAY
Pipe 3.000
24.923
119.589
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
S6
1.291
S42
18.341
S43
37.464
117.014
Dia 150
1 in 18
Circular CLAY
Pipe 11.001
16.172
S44
53.474
116.197
116.939
Dia 225
1 in 10
Circular CLAY
Pipe 11.002
7.422
S45
59.718
115.300
115.165
Dia 225
1 in 150
Circular CLAY
Pipe 12.000
20.261
S51
79.021
Dia 300
IL 118.850
Dia 375
IL 118.775
Dia 300
IL 115.090
118.542
116.750
117.097
F29
36.753
117.293
Dia 150
1 in 18
Circular CLAY
Pipe 6.000
15.777
F30
52.723
115.650
117.293
Dia 150
1 in 3
Circular CLAY
Pipe 6.001
5.375
F31
57.628
155.500
155.227
Dia 150
1 in 71
Circular CLAY
Pipe 7.000
19.470
F37
76.699
Dia 150
IL 115.650
118.593
117.000
117.227
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
S41
17.856
113.000
Dia 225
1 in 150
Circular CLAY
Pipe 10.000
18.765
114.669
F40
0.735
112.900
112.713
Dia 150
1 in 100
Circular CLAY
Pipe 10.000
18.725
F42
19.459
Dia 150
IL 114.128
Dia 150
IL 112.713
115.479
114.599
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
S2
1.079
119.400
119.254
Dia 225
1 in 150
Circular CLAY
Pipe 2.000
21.929
S25
23.007
Dia 150
IL 120.235
Dia 300
IL 119.179
122.276
120.983
F21
25.470
119.000
Dia 150
1 in 100
Circular CLAY
Pipe 2.000
26.208
120.844
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
DATUM 111.000 DATUM 111.000
115.000
120.000
125.000
DATUM 111.000
CIVIL & STRUCTURAL ENGINEERSPriestley, Johnson Ltd
BANK HOUSE105 - 109 NEW STREET,
BLACKROD,BOLTONBL6 5AG
TEL:- 01204 667711FAX:- 01204 667722
consultancy engineering business environment
ace
NOTES
Drawn
Date
Scale
Rev Description Date
Dwg No
NOTESNOTESNOTES
Adoptable sewers
Private drainage
Private Soakaway or Attenuation tank
TAYLOR WIMPEY LTD.
SMJ
1:500.
July 201515020/D101-3
LONGITUDINAL SECTION.
DILWORTH LANE, LONGRIDGE.
SHEET 3 of 5
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 12
118.003
118.553
119.002
0.000
119.469
23.787
119.856
39.316
R= 30.000
120.319
49.145
R= 20.000
120.284
120.257
56.286
R=
8.400
62.901
115.000
120.000
RO
AD
6
2.750
117.908
G= 5.732%
1: 17.4
10.000
118.324
19.481
118.867
L= 20.000
KF= -6.08230
20.000
118.897
25.000
119.158
30.000
119.379
35.000
119.559
39.481
119.685
120.257
G= 2.444%
1: 40.9
40.000
119.697
50.000
119.942
60.000
120.186
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 11
118.911
0.000
118.373
5.803
117.718
17.626
R= 20.000
117.169
116.817
25.265
116.528
42.895
R= 30.000
116.045
115.504
115.237
59.230
R= 40.000
74.977
DATUM 110.000
115.000
120.000
RO
AD
6
RO
AD
4
CHAINAGE
EXISTING GROUND LEVEL
ALIGNMENT LEVEL
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
ROAD 13
122.435
122.305
122.211
0.000
14.593
120.000
125.000
RO
AD
6
3.084
122.168
122.312
G= 1.250%
1: 80.0
10.000
122.254
118.338
7.257
118.217
118.187
118.187
10.686
117.997
117.997
117.777
117.777
117.556
117.556
117.336
117.336
117.116
117.116
116.896
116.896
116.676
116.676
116.456
116.456
116.236
116.236
116.015
116.015
115.795
115.795
115.575
115.575
115.477
115.477
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
122.123
4.307
122.132
122.194
122.194
122.194
10.013
122.252
122.252
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
118.192
118.192
8.750
118.264
118.264
118.550
118.550
118.837
118.837
119.098
119.098
119.319
119.319
119.499
119.499
119.637
119.637
119.760
119.760
119.811
119.811
47.122
119.882
120.004
120.053
120.053
57.000
120.126
120.126
120.197
120.197
LEFT HAND CHANNEL
RIGHT HAND CHANNEL
F23
1.909
Dia 150
IL 120.870
122.170
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
S31
12.902
116.833
Dia 225
1 in 150
Circular CLAY
Pipe 5.000
13.080
S39
32.727
115.097
115.956
Dia 225
1 in 23
Circular CLAY
Pipe 9.000
19.626
S40
52.332
114.261
115.097
Dia 225
1 in 26
Circular CLAY
Pipe 9.001
21.384
S37
73.860
Dia 225
IL 114.261
Dia 225
IL 114.261
118.133
117.256
116.397
115.561
F25
1.252
F41
51.172
114.800
Dia 150
1 in 78
Circular CLAY
Pipe 9.000
24.111
Dia 150
IL 117.286
Dia 150
IL 117.286
118.636
116.444
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
S30
1.010
117.768
116.366
Dia 150
1 in 20
Circular CLAY
Pipe 6.002
27.487
S34
28.640
118.221
117.768
Dia 150
1 in 32
Circular CLAY
Pipe 6.001
14.531
S33
43.351
118.500
118.221
Dia 150
1 in 39
Circular CLAY
Pipe 6.000
10.897
S32
54.139
Dia 225
IL 116.291
Dia 300
IL 116.216
117.912
119.304
119.757
120.036
F28
27.813
118.502
117.965
Dia 150
1 in 32
Circular CLAY
Pipe 5.000
16.959
117.965
Dia 150
1 in 22
Circular CLAY
Pipe 5.001
28.791
F27
44.712
119.265
119.802
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
DATUM 110.000
115.000
DATUM 110.000
125.000 125.000
CIVIL & STRUCTURAL ENGINEERSPriestley, Johnson Ltd
BANK HOUSE105 - 109 NEW STREET,
BLACKROD,BOLTONBL6 5AG
TEL:- 01204 667711FAX:- 01204 667722
consultancy engineering business environment
ace
NOTES
Drawn
Date
Scale
Rev Description Date
Dwg No
NOTESNOTESNOTES
Adoptable sewers
Private drainage
Private Soakaway or Attenuation tank
TAYLOR WIMPEY LTD.
SMJ
1:500.
July 201515020/D101-4
LONGITUDINAL SECTION.
DILWORTH LANE, LONGRIDGE.
SHEET 4 of 5
CHAINAGE
EXISTING GROUND LEVEL
ROAD 2
DATUM 105.000
110.000
115.000
120.000
STORMWATER COVER LEVEL
STORMWATER INVERT
STORMWATER DETAILS
STORMWATER LENGTHS
FOULWATER COVER LEVEL
FOULWATER INVERT
FOULWATER DETAILS
FOULWATER LENGTHS
CL
116.50
CL
116.00
CL
115.00
CL
114.00
116.197
S45
115.165
116.750
Dia 300
1 in 150
Circular CLAY
50.873
Dia 300
1 in 100
Circular CLAY
31.289
Dia 300
1 in 100
Circular CLAY
36.793
Dia 300
1 in 100.6
Circular CLAY
89.837
Dia 300
1 in 100
Circular CLAY
37.306
Dia 300
1 in 56
Circular CLAY
21.289
Dia 600
1 in 103
Circular CLAY
22.219
Dia 600
1 in 103
Circular CLAY
10.156
3 No.Dia 1500
1 in 489
Whelolite or similar.
65.410
Dia 300
1 in 200
Circular CLAY
5.853
F31
F32F34
F35
CL
117.00
CL
117.00
CL
116.50
CL
116.00
CL
115.50
52.765
Dia 150
1 in 134
Circular CLAY
31.732 45.602 48.759 23.241
Dia 150
1 in 134
Circular CLAY
Dia 150
1 in 124
Circular CLAY
Dia 150
1 in 98
Circular CLAY
Dia 150
1 in 79
Circular CLAY
F19
108.95
CL
112.00
109.17
81.396
Dia 225
1 in 150
Circular CLAY
33.588
Dia 225
1 in 150
Circular CLAY
CIVIL & STRUCTURAL ENGINEERSPriestley, Johnson Ltd
BANK HOUSE105 - 109 NEW STREET,
BLACKROD,BOLTONBL6 5AG
TEL:- 01204 667711FAX:- 01204 667722
consultancy engineering business environment
ace
NOTES
Drawn
Date
Scale
Rev Description Date
Dwg No
NOTESNOTESNOTESNOTES
Adoptable sewers
Private drainage
Private Soakaway or Attenuation tank
TAYLOR WIMPEY LTD.
SMJ
1:500.
July 201515020/D101-5
LONGITUDINAL SECTION.
DILWORTH LANE, LONGRIDGE.
SHEET 5 of 5
MANHOLE SCHEDULE
Sheet 1 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F1
E. 361029.917
N. 437357.208
122.201
1.851 1350 B Unspec
0
0 1.000 120.200 150
F2
E. 361043.755
N. 437365.320
122.280
3.392 1500 A Unspec
0
1
2
0 1.001 118.663 225
1 1.000 120.040 150
2 2.000 118.738 150
F3
E. 361053.882
N. 437368.356
122.171
3.353 1350 A Unspec
0
1
0 1.002 118.593 225
1 1.001 118.593 225
F4
E. 361074.414
N. 437368.652
121.815
3.134 1350 A Unspec
0
1
0 1.003 118.456 225
1 1.002 118.456 225
F5
E. 361094.000
N. 437371.571
121.494
2.945 1350 A Unspec
0
1
0 1.004 118.324 225
1 1.003 118.324 225
F6
E. 361104.445
N. 437375.089
121.484
3.008 1350 A Unspec
0
1
0 1.005 118.251 225
1 1.004 118.251 225
MANHOLE SCHEDULE
Sheet 2 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F7
E. 361148.840
N. 437397.555
120.695
2.551 1350 B Unspec
0
1
0 1.006 117.919 225
1 1.005 117.919 225
F8
E. 361166.290
N. 437401.533
120.996
3.515 1500 A Unspec
0
1
2
0 1.007 117.256 225
1 1.006 117.256 225
2 3.000 118.040 150
F9
E. 361183.733
N. 437402.164
120.420
3.055 1350 A Unspec
0
1
0 1.008 117.140 225
1 1.007 117.140 225
F10
E. 361218.246
N. 437392.012
118.790
1.875 1350 B Unspec
0
1
0 1.009 116.690 225
1 1.008 116.690 225
F11
E. 361235.394
N. 437392.641
118.288
1.875 1350 B Unspec
0
1
0 1.010 116.188 225
1 1.009 116.188 225
F12
E. 361307.576
N. 437386.503
116.078
1.875 1350 B Unspec
0
1
2
0 1.011 113.978 225
1 4.003 114.254 150
2 1.010 113.978 225
MANHOLE SCHEDULE
Sheet 3 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F13
E. 361325.820
N. 437378.474
115.427
1.875 1350 B Unspec
0
1
0 1.012 113.327 225
1 1.011 113.327 225
F14
E. 361338.392
N. 437370.458
114.949
1.891 1500 B Unspec
0
1
2
0 1.013 112.833 225
1 1.012 112.833 225
2 6.007 113.109 150
F15
E. 361351.705
N. 437359.515
114.466
2.107 1500 B Unspec
0
1
2
0 1.014 112.134 225
1 8.002 112.209 150
2 1.013 112.366 225
F16
E. 361375.936
N. 437335.332
113.562
1.431 1350 B Unspec
0
1
0 1.015 111.906 225
1 1.014 111.906 225
F17
E. 361393.771
N. 437325.397
113.073
1.078 1350 E Unspec
0
1
0 1.016 111.770 225
1 1.015 111.770 225
F18
E. 361374.112
N. 437276.280
113.631
1.989 1350 B Unspec
0
1
0 1.017 111.417 225
1 1.016 111.417 225
MANHOLE SCHEDULE
Sheet 4 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F19
E. 361384.591
N. 437255.526
112.000
2.601 1500 B Unspec
0
1
2
0 1.018 109.174 225
1 11.006 109.174 225
2 1.017 111.262 225
F20
E. 361363.620
N. 437229.289
Unknown
Unknown 1050 Unknown Unspec
1
1 1.018 108.950 225
F21
E. 361048.816
N. 437339.605
120.844
1.694 1350 B Unspec
0
0 2.000 119.000 150
F22
E. 361169.688
N. 437376.842
119.589
1.150 1350 E Unspec
0
0 3.000 118.289 150
F23
E. 361325.864
N. 437505.670
122.170
1.150 1200 E Unspec
0
0 4.000 120.870 150
F24
E. 361336.111
N. 437476.329
119.926
1.150 1350 E Unspec
0
1
0 4.001 118.626 150
1 4.000 118.626 150
MANHOLE SCHEDULE
Sheet 5 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F25
E. 361335.180
N. 437450.025
118.636
1.200 1200 E Unspec
0
1
0 4.002 117.286 150
1 4.001 117.286 150
F26
E. 361328.281
N. 437433.717
117.981
1.200 1500 E Unspec
0
1
2
0 4.003 116.631 150
1 4.002 116.631 150
2 5.001 116.631 150
F27
E. 361285.006
N. 437446.147
119.802
1.150 1350 E Unspec
0
0 5.000 118.502 150
F28
E. 361301.946
N. 437445.352
119.265
1.150 1200 E Unspec
0
1
0 5.001 117.965 150
1 5.000 117.965 150
F29
E. 361108.403
N. 437338.277
119.485
1.150 1350 E Unspec
0
0 6.000 118.185 150
F30
E. 361111.630
N. 437322.833
118.593
1.150 1200 E Unspec
0
1
0 6.001 117.293 150
1 6.000 117.293 150
MANHOLE SCHEDULE
Sheet 6 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F31
E. 361116.023
N. 437319.737
117.000
1.200 1200 E Unspec
0
1
2
0 6.002 115.650 150
1 6.001 115.650 150
2 7.000 155.227 150
F32
E. 361167.682
N. 437330.486
117.000
1.595 1200 B Unspec
0
1
0 6.003 115.255 150
1 6.002 115.255 150
F33
E. 361199.202
N. 437334.142
116.500
1.332 1200 E Unspec
0
1
0 6.004 115.018 150
1 6.003 115.018 150
F34
E. 361244.623
N. 437330.078
116.000
1.200 1200 E Unspec
0
1
0 6.005 114.650 150
1 6.004 114.650 150
F35
E. 361293.333
N. 437332.265
115.500
1.200 1200 E Unspec
0
1
0 6.006 114.150 150
1 6.005 114.150 150
F36
E. 361314.263
N. 437342.370
115.205
1.200 1200 E Unspec
0
1
0 6.007 113.855 150
1 6.006 113.855 150
MANHOLE SCHEDULE
Sheet 7 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F37
E. 361117.202
N. 437300.303
117.227
-38.423 1350 Unknown Unspec
0
0 7.000 155.500 150
F38
E. 361429.676
N. 437445.044
116.543
1.393 1350 B Unspec
0
0 8.000 115.000 150
F39
E. 361394.051
N. 437407.315
115.591
1.110 1200 E Unspec
0
1
2
0 8.001 114.331 150
1 8.000 114.331 150
2 9.000 114.489 150
F40
E. 361390.317
N. 437402.340
115.479
2.615 1200 B Unspec
0
1
2
0 8.002 112.713 150
1 10.000 112.713 150
2 8.001 114.128 150
F41
E. 361375.832
N. 437423.108
116.444
1.494 1350 B Unspec
0
0 9.000 114.800 150
F42
E. 361404.166
N. 437389.737
114.599
1.549 1350 B Unspec
0
0 10.000 112.900 150
MANHOLE SCHEDULE
Sheet 8 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F43
E. 361484.996
N. 437351.013
112.926
1.776 1350 B Unspec
0
0 11.000 111.000 150
F44
E. 361458.473
N. 437339.648
112.713
1.852 1200 B Unspec
0
1
0 11.001 110.711 150
1 11.000 110.711 150
F45
E. 361448.411
N. 437332.342
112.630
1.893 1200 B Unspec
0
1
0 11.002 110.587 150
1 11.001 110.587 150
F46
E. 361441.163
N. 437315.612
112.494
1.940 1200 B Unspec
0
1
0 11.003 110.404 150
1 11.002 110.404 150
F47
E. 361451.875
N. 437307.206
111.719
1.301 1200 E Unspec
0
1
0 11.004 110.268 150
1 11.003 110.268 150
F48
E. 361459.403
N. 437294.065
111.029
0.800 1200 D Unspec
0
1
0 11.005 110.079 150
1 11.004 110.079 150
MANHOLE SCHEDULE
Sheet 9 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
F49
E. 361464.380
N. 437271.617
111.197
1.256 1350 E Unspec
0
1
0 11.006 109.716 225
1 11.005 109.791 150
S1
E. 361028.840
N. 437354.219
122.216
1.666 1350 B Unspec
0
0 1.000 120.400 150
S2
E. 361042.621
N. 437363.234
122.276
2.797 1500 A Unspec
0
1
2
0 1.001 119.179 300
1 1.000 120.235 150
2 2.000 119.254 225
S3
E. 361053.889
N. 437366.452
122.180
2.741 1350 A Unspec
0
1
0 1.002 119.139 300
1 1.001 119.139 300
S4
E. 361075.773
N. 437367.283
121.786
2.421 1350 B Unspec
0
1
0 1.003 119.065 300
1 1.002 119.065 300
S5
E. 361093.294
N. 437369.368
121.492
2.303 1350 B Unspec
0
1
0 1.004 118.889 300
1 1.003 118.889 300
MANHOLE SCHEDULE
Sheet 10 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S6
E. 361102.520
N. 437372.251
121.457
2.307 1350 B Unspec
0
1
0 1.005 118.775 375
1 1.004 118.850 300
S7
E. 361149.766
N. 437395.965
120.721
1.782 1500 B Unspec
0
1
0 1.006 118.564 375
1 1.005 118.564 375
S8
E. 361164.724
N. 437399.022
121.005
2.985 1500 A Unspec
0
1
2
0 1.007 117.645 375
1 1.006 118.503 375
2 3.000 117.795 225
S9
E. 361185.735
N. 437400.170
120.351
2.471 1500 B Unspec
0
1
0 1.008 117.505 375
1 1.007 117.505 375
S10
E. 361217.486
N. 437390.243
118.792
1.199 1500 B Unspec
0
1
0 1.009 117.218 375
1 1.008 117.218 375
S11
E. 361235.175
N. 437390.851
118.295
1.199 1500 B Unspec
0
1
0 1.010 116.721 375
1 1.009 116.721 375
MANHOLE SCHEDULE
Sheet 11 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S12
E. 361303.767
N. 437384.916
116.220
1.386 1500 B Unspec
0
1
2
0 1.011 114.459 375
1 4.003 114.534 300
2 1.010 114.459 375
S13
E. 361323.785
N. 437378.045
115.480
1.386 1500 B Unspec
0
1
0 1.012 113.719 375
1 1.011 113.719 375
S14
E. 361335.625
N. 437370.062
114.995
1.490 1500 B Unspec
0
1
2
0 1.013 113.130 375
1 1.012 113.130 375
2 7.000 113.355 150
S15
E. 361348.296
N. 437359.189
114.533
1.819 1500 B Unspec
0
1
2
0 1.014 112.264 450
1 8.002 112.414 300
2 1.013 112.339 375
S16
E. 361374.231
N. 437334.265
113.565
1.210 1500 B Unspec
0
1
0 1.015 111.905 450
1 1.014 111.905 450
S17
E. 361391.029
N. 437324.594
113.098
1.211 1500 B Unspec
0
1
0 1.016 111.287 600
1 1.015 111.437 450
MANHOLE SCHEDULE
Sheet 12 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S18
E. 361370.646
N. 437273.096
114.000
2.243 1500 B Unspec
0
1
2
0 1.017 111.157 600
1 1.016 111.157 600
2 11.008 112.423 300
S19
E. 361391.510
N. 437265.458
114.000
2.459 1500 A Unspec
0
1
0 1.018 110.941 600
1 1.017 110.941 600
S20
E. 361393.393
N. 437255.478
113.500
2.900 3000 Unknown Unspec
0
1
0 1.019 109.100 1500
1 1.018 110.842 600
S21
E. 361457.638
N. 437267.770
112.000
2.431 3000 Unknown Unspec
0
1
2
0 1.020 108.969 300
1 13.006 110.200 300
2 1.019 108.969 1500
S22
E. 361463.481
N. 437267.433
111.177
1.637 1500 B Unspec
0
1
0 1.021 108.940 300
1 1.020 108.940 300
S23
E. 361466.909
N. 437251.880
111.009
1.549 1500 B Unspec
0
1
0 1.022 108.860 300
1 1.021 108.860 300
MANHOLE SCHEDULE
Sheet 13 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S24
E. 361474.189
N. 437236.837
112.000
2.623 1500 A Unspec
1
1 1.022 108.777 600
S25
E. 361046.881
N. 437341.722
120.983
1.358 1350 B Unspec
0
0 2.000 119.400 225
S26
E. 361168.531
N. 437375.412
119.498
1.319 1500 B Unspec
0
0 3.000 117.954 225
S27
E. 361322.820
N. 437508.031
122.420
1.470 1500 B Unspec
0
0 4.000 120.800 150
S28
E. 361334.881
N. 437474.369
119.812
1.842 1200 B Unspec
0
1
0 4.001 117.745 225
1 4.000 117.820 150
S29
E. 361333.545
N. 437449.363
118.623
1.652 1500 B Unspec
0
1
2
0 4.002 116.746 225
1 5.000 116.746 225
2 4.001 117.198 225
MANHOLE SCHEDULE
Sheet 14 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S30
E. 361325.870
N. 437432.916
117.912
1.396 1500 B Unspec
0
1
2
0 4.003 116.216 300
1 4.002 116.291 225
2 6.002 116.366 150
S31
E. 361346.117
N. 437445.752
118.133
1.075 1500 E Unspec
0
0 5.000 116.833 225
S32
E. 361275.727
N. 437447.686
120.036
1.386 1500 B Unspec
0
0 6.000 118.500 150
S33
E. 361286.191
N. 437444.643
119.757
1.386 1350 B Unspec
0
1
0 6.001 118.221 150
1 6.000 118.221 150
S34
E. 361300.706
N. 437443.977
119.304
1.386 1350 B Unspec
0
1
0 6.002 117.768 150
1 6.001 117.768 150
S35
E. 361312.252
N. 437343.867
115.232
1.150 1500 E Unspec
0
0 7.000 113.932 150
MANHOLE SCHEDULE
Sheet 15 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S36
E. 361428.707
N. 437447.842
116.583
1.075 1500 E Unspec
0
0 8.000 115.283 225
S37
E. 361392.227
N. 437407.249
115.561
1.075 1350 E Unspec
0
1
2
0 8.001 114.261 225
1 8.000 114.261 225
2 9.001 114.261 225
S38
E. 361387.581
N. 437401.736
115.432
2.332 1350 B Unspec
0
1
2
0 8.002 112.800 300
1 10.000 112.875 225
2 8.001 114.132 225
S39
E. 361358.481
N. 437429.960
117.256
1.075 1500 E Unspec
0
0 9.000 115.956 225
S40
E. 361376.075
N. 437421.262
116.397
1.075 1350 E Unspec
0
1
0 9.001 115.097 225
1 9.000 115.097 225
S41
E. 361401.951
N. 437389.668
114.669
1.444 1500 B Unspec
0
0 10.000 113.000 225
MANHOLE SCHEDULE
Sheet 16 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S42
E. 361109.307
N. 437356.536
120.527
1.377 1500 B Unspec
0
0 11.000 119.000 150
S43
E. 361107.265
N. 437337.409
119.452
1.378 1350 B Unspec
0
1
0 11.001 117.924 150
1 11.000 117.924 150
S44
E. 361110.939
N. 437321.660
118.542
1.378 1350 B Unspec
0
1
0 11.002 116.939 225
1 11.001 117.014 150
S45
E. 361117.295
N. 437317.826
116.750
1.360 1350 B Unspec
0
1
2
0 11.003 115.090 300
1 11.002 116.197 225
2 12.000 115.165 225
S46
E. 361166.861
N. 437329.286
117.000
1.949 1350 B Unspec
0
1
0 11.004 114.751 300
1 11.003 114.751 300
S47
E. 361197.942
N. 437332.887
116.500
1.762 1350 B Unspec
0
1
0 11.005 114.438 300
1 11.004 114.438 300
MANHOLE SCHEDULE
Sheet 17 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S48
E. 361243.131
N. 437328.915
116.000
1.716 1350 B Unspec
0
1
0 11.006 113.984 300
1 11.005 113.984 300
S49
E. 361316.724
N. 437295.943
115.000
1.522 1350 B Unspec
0
1
0 11.007 113.178 300
1 11.006 113.178 300
S50
E. 361350.699
N. 437280.535
114.000
0.895 1500 E Unspec
0
1
0 11.008 112.805 300
1 11.007 112.805 300
S51
E. 361118.188
N. 437297.585
117.097
1.572 1500 B Unspec
0
0 12.000 115.300 225
S52
E. 361485.636
N. 437354.145
112.948
1.523 1500 B Unspec
0
0 13.000 111.200 225
S53
E. 361456.563
N. 437340.456
112.698
1.585 1350 B Unspec
0
1
0 13.001 110.888 225
1 13.000 110.888 225
MANHOLE SCHEDULE
Sheet 18 of 18
Manhole
Number
Coordinates
Cover
Level
Depth To
Soffit
Connections Code Inverts
Pipe
Diams
Inv-soff
Manhole
Size
Types
Manhole Cover
S54
E. 361448.806
N. 437334.206
112.620
1.573 1350 B Unspec
0
1
0 13.002 110.822 225
1 13.001 110.822 225
S55
E. 361437.811
N. 437314.974
112.602
1.777 1350 B Unspec
0
1
2
0 13.003 110.600 225
1 13.002 110.600 225
2 14.000 111.048 225
S56
E. 361450.609
N. 437305.906
111.727
1.059 1350 E Unspec
0
1
0 13.004 110.368 300
1 13.003 110.443 225
S57
E. 361458.347
N. 437292.519
111.027
0.421 1350 D Unspec
0
1
0 13.005 110.306 300
1 13.004 110.306 300
S58
E. 361462.012
N. 437273.984
111.176
0.646 1200 D Unspec
0
1
0 13.006 110.230 300
1 13.005 110.230 300
S59
E. 361415.584
N. 437320.232
112.899
1.474 1350 B Unspec
0
0 14.000 111.200 225
CIVIL & STRUCTURAL ENGINEERSPriestley, Johnson Ltd
BANK HOUSE105 - 109 NEW STREET,
BLACKROD,BOLTONBL6 5AG
TEL:- 01204 667711FAX:- 01204 667722
consultancy engineering business environment
ace
NOTES
Drawn
Date
Scale
Rev Description Date
Dwg No
TAYLOR WIMPEY LTD.
SMJ
NTS
July 201515020/D104
MANHOLE SCHEDULE.
DILWORTH LANE, LONGRIDGE.