APPROX 95.00 BED LEVEL AT OUTFALL FLOW CONTROL MH … Application/630000/63… · IC VP VP SP SP...
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97.27 96.92 96.71 96.60 96.46 96.79 97.07 97.19 97.33 97.61 98.23 98.90 99.18 100.14 99.48 98.68 98.27 97.76 97.69 97.53 97.15 97.29 97.02 97.66 98.14 98.52 98.97 100.18 101.30 100.82 101.02 102.06 103.13 102.28 103.55 103.88 105.30 104.43 103.39 102.44 101.41 100.47 99.65 99.04 98.75 98.28 97.56 98.02 98.64 99.13 99.60 100.29 101.04 101.79 102.60 103.45 104.39 105.26 106.02 106.94 107.45 107.87 107.15 106.30 105.43 104.43 103.54 102.68 101.86 101.03 100.17 99.57 99.09 98.40 98.81 99.54 100.07 100.78 101.66 102.46 103.33 104.17 105.04 105.86 106.74 107.45 108.75 108.10 107.44 106.65 106.20 105.15 104.37 103.40 102.38 101.53 100.68 99.93 99.19 99.13 100.08 100.95 101.84 102.85 103.73 104.57 105.53 106.26 106.95 107.69 108.27 108.88 109.29 109.35 108.86 108.22 107.64 106.89 106.26 105.28 104.26 103.23 102.17 100.82 99.75 98.86 98.62 98.58 98.32 97.95 97.41 97.39 97.01 96.79 96.61 96.21 98.09 98.04 98.24 98.74 98.94 99.07 99.66 99.57 99.50 100.53 100.66 101.54 101.96 101.95 102.90 102.81 106.09 106.56 107.58 108.60 109.36 109.34 109.31 109.25 109.29 108.80 108.49 108.28 107.59 106.18 106.36 105.02 100.35 100.77 100.41 100.12 100.55 108.14 108.24 107.12 106.91 106.37 106.11 105.06 104.00 102.93 103.65 101.73 100.50 99.38 99.08 99.14 98.99 99.46 99.99 99.85 100.16 101.41 101.10 100.86 101.26 108.77 108.22 107.50 106.88 105.68 101.55 102.52 103.75 105.25 106.53 107.17 107.80 108.35 108.71 108.63 108.16 107.55 106.96 106.12 104.95 103.42 102.02 101.09 100.69 100.00 99.62 99.49 100.34 100.63 101.56 101.53 102.63 102.95 104.39 104.31 105.08 105.46 106.34 106.29 106.89 107.11 107.63 108.23 108.36 99.62 111.81 111.37 110.80 109.78 108.71 109.12 109.61 110.29 110.86 111.36 111.83 .02 11.98 111.62 111.17 110.63 110.20 109.66 109.14 108.83 109.30 109.77 110.23 110.63 111.03 111.95 109.88 109.34 97.15 97.42 96.59 96.97 99.29 95.58 95.81 96.44 97.11 99.05 99.44 97.23 98.12 98.18 98.65 96.60 96.21 96.20 96.20 95.89 95.68 95.28 95.26 110.14 11 110.74 111.49 111.43 111.39 111.04 110.73 111.85 113.19 113.12 113.44 111.14 111.43 111.58 112.85 112.25 112.05 111.72 98 86 99.09 99.09 99.20 99.62 99.56 98.92 98.66 98.74 97.89 Milverton Drive Moss Beds ditchline within dense vegetation Hardcore Mounds Mounds Shed 102 102 102 102 102 102 96 96 96 96 96 96 100 100 100 100 100 98 98 98 98 98 112 104 104 104 104 104 104 1 110 106 106 106 106 106 106 108 108 108 108 108 112 H3B 839 H3B 839 H3B 839 H3B 839 2 no. 1B 513 H3B 938 3B 965 3B 965 2B 759 2B 759 3B 965 H3B 839 H3B 839 H3B 839 H3B 839 H3B 839 H3B 839 3B 965 H3B 839 H3B 839 3B 965 2B 759 2B 759 2B 759 2B 759 4B 1194 4B 1194 3B 1044 3B 1044 3B 965 4B 1381 4B 1209 4B 1209 4B 1475 4B 1381 4B 1209 4B 1381 4B 1381 H3B 938 4B 1209 4B 1381 4B 1209 H3B 938 H3B 938 4B 1381 4B 1209 1 2 2 3 3 4 4 5 12 11 10 6 7 8 9 13 13 14 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 27 42 28 28 49 49 48 48 55 55 59 57 66 63 69 69 70 70 71 71 73 73 74 74 75 75 76 77 79 78 82 80 81 84 85 97 97 84 62 37 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 H2B 706 4B 1381 4B 1381 4B 1475 1 2 3 4 5 9 10 11 12 13 14 15 16 17 30 29 28 27 31 32 35 39 40 42 43 44 45 46 51 48 49 50 52 54 53 55 56 57 58 59 60 62 63 64 65 66 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 98 89 92 93 97 8 7 6 38 34 33 99 100 101 102 3B 965 3B 965 4B 1475 4B 1475 4B 1475 4B 1381 4B 1381 18 19 20 21 22 23 24 25 4B 1209 H3B 938 3B 965 4B 1475 4B 1381 25 25 26 26 26 30 30 27 29 29 31 31 33 34 34 35 35 36 36 36 37 37 39 41 40 43 43 44 44 45 45 47 47 51 51 53 53 54 54 65 64 68 86 86 87 87 88 88 90 90 91 92 92 93 93 1 32 32 41 47 46 46 50 50 52 52 61 60 58 67 67 72 72 76 83 90 89 89 91 91 98 98 4B 1475 38 38 56 56 63 77 68 67 66 65 57 58 59 60 64 61 61 62 42 41 40 39 4B 1209 5 6 7 8 9 10 11 12 78 79 80 81 82 83 14 105 V V 85 2B 759 H3B 938 103 2B 759 4B 1381 2B 759 4B 1475 3B 965 99 99 100 100 101 101 102 102 103 103 105 106 108 104 15 104 104 107 94 95 96 94 94 95 95 96 96 106 107 108 110- 113 H2B 706 108 108 106 105 109 110 111 112 107 109 109 113 109 El. Sub-St. 4B 1149A H3B 938 H3B 938 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 H3B 920 4B 1475 4B 1149A 4B 1149A 4B 1149A H3B 938 4B 1149A 4B 1149A B 2 no. 1B 513 4B 1475 B 33 FLOW CONTROL MH 1.85m DESIGN HEAD 8.3l/s DISCHARGE RATE BALANCING POND 1380m³ VOLUME BASE LEVEL 95.35m TOP OF BANK LEVEL 97.45m 1.8m MAX WATER DEPTH 0.3m FREEBOARD 1:3 SIDE SLOPES APPROX 95.00 BED LEVEL AT OUTFALL G G G G G G G HP HP C ROAD 1 G G 10 150∅ @ 1:150 150∅ @ 1:150 150∅ @ 1:150 .700 103.800 103.900 103.900 104.000 104.100 104.200 104.300 104.400 108.900 108.900 109.000 109.100 109.200 109.300 109.400 109.500 00 F53 F55 F71 F73 4.000 4.001 6.000 6.001 Diam 150 Diam 150 Diam 150 150 150∅ @ 1:150 150∅ @ 1:150 150∅ @ 1:150 150∅ @ 1:150 106.579 107.000 106.579 102.202 102.325 102.202 SURFACE WATER OUTFALL FROM ADJACENT DEVELOPMENT PHASE IL102.75 IL103.98 IL102.67 IL99.32 IL100.37 IL97.45 IL99.25 IL97.30 IL95.80 IL95.73 IL95.78 IL95.66 IL95.63 IL95.32 IL95.25 IL95.29 S1 CL106.03 S4 CL101.87 S5 CL100.87 S6 CL99.97 S7 CL97.66 S8 CL97.60 HEADWALL1 HEADWALL2 FLOW CONTROL CL98.00 HEADWALL3 IL102.75 IL102.85 S2 CL104.28 S3 CL104.47 IL105.25 IL102.65 IL99.13 IL101.32 IL98.42 IL99.05 IL98.35 IL96.38 IL96.90 IL95.73 IL96.30 S9 CL108.00 S10 CL104.15 S11 CL102.89 S12 CL100.83 S13 CL100.33 S17 CL98.05 S18 CL97.80 IL98.97 IL99.32 IL98.90 S14 CL100.75 S15 CL100.65 S16 CL99.18 1.000 100mm 1:21 IL99.99 IL102.15 1.001 150mm 1:39 IL99.94 1.002 150mm 1:150 IL99.13 1.003 150mm 1:20 IL98.98 1.004 150mm 1:21 IL98.50 1.005 150mm 1:129 IL96.45 1.006 150mm 1:6 IL96.00 1.007 150mm 1:90 IL94.50 IL94.55 F1 CL104.19 F2 CL101.93 F3 CL100.50 F4 CL100.74 F5 CL100.61 F12 CL98.13 F17 CL97.85 2.000 100mm 1:32 IL102.30 IL104.90 2.001 150mm 1:18 IL102.25 2.002 150mm 1:16 IL100.79 2.003 150mm 1:17 IL98.70 2.004 150mm 1:30 IL97.95 F6 CL107.91 F7 CL104.07 F8 CL102.77 F9 CL100.75 F10 CL100.29 F11 CL99.26 3.000 100mm 1:21 IL98.00 3.001 150mm 1:150 IL95.00 3.002 150mm 1:150 IL94.91 F13 CL99.77 F14 CL97.67 F15 CL97.58 F16 CL98.10 IL97.05 1.000 150mm 1:150 IL107.14 F18 CL108.61 F19 1.001 150mm 1:150 IL107.07 PROPOSED FOUL WATER PUMPING STATION 15m CORDON SANITAIRE FROM WET WELL COMPOUND TO BE CONSTRUCTED AND SURFACED IN ACCORDANCE WITH SEVERN TRENT WATER DETAILS STD1016-2 (LAYOUT B) PUMPING STATION AND RISING MAIN TO BE ACCORDANCE WITH CHOSEN MANUFACTURERS SPECIFICATION AND CONSTRUCTION TO INSTALLATION GUIDELINES. 108.85 108.70 106.85 106.70 106.70 106.50 106.05 105.15 104.40 103.80 103.00 103.15 103.00 102.30 101.90 102.05 100.35 100.50 100.50 100.85 100.55 100.30 100.00 100.00 99.850 99.700 99.550 99.250 98.950 98.650 98.950 98.650 98.500 108.45 107.45 106.80 106.65 106.65 106.10 105.50 105.05 104.45 104.25 104.10 104.10 103.40 102.90 101.50 101.00 100.75 100.00 99.850 100.45 100.30 101.05 100.90 101.35 101.20 102.95 102.65 102.65 107.60 106.60 105.45 105.60 106.15 105.00 104.10 103.10 103.10 103.60 103.95 109.30 109.50 108.80 108.35 108.50 108.35 108.25 107.65 107.80 107.65 107.40 106.50 106.70 105.95 106.10 105.10 105.25 105.10 104.95 104.50 104.35 103.15 101.65 100.80 100.80 101.95 101.80 101.20 100.10 101.00 100.40 101.15 100.35 99.650 99.350 99.050 98.850 98.550 98.250 98.150 97.850 98.000 98.000 98.300 98.300 98.900 99.050 99.650 99.500 100.80 100.70 102.35 100.85 101.20 100.75 103.40 100.55 104.35 105.60 99.200 104.25 108.50 99.800 99.800 99.350 99.350 99.050 97.85 104.35 108.85 106.85 106.50 106.05 105.60 105.15 106.10 105.50 105.05 104.45 103.60 103.95 103.40 102.95 ADOPTABLE SURFACE WATER SEWER ADOPTABLE FOUL WATER SEWER S1 00.000 F1 00.000 SITE BOUNDARY KEY FOUL WATER RISING MAIN (ASSUMED 100mm DIAMETER) PLOT 34 FFL 98.15m 95.992 96.000 96.059 96.221 96.384 96.541 96.694 96.848 97.006 97.116 97.259 97.401 97.543 97.693 97.843 96.375 97.286 95.745 95.350 95.350 95.350 95.350 96.292 97.614 97.739 70.000 65.000 60.000 55.000 50.000 45.000 40.000 35.000 30.000 25.000 20.000 15.000 10.000 5.000 0.000 POND CROSS SECTION (SCALE 1:200) EXISTING LEVEL PROPOSED LEVEL CHAINAGE BALANCING POND BASE LEVEL 97.45m 1.8m MAX WATER DEPTH 0.3m FREEBOARD CLIENT DRAWN AUTHORISED SCALE DATE PROJECT NO. DRAWING NO. REV REV DESCRIPTION DATE BY AUTH NB DB 1:500@A1 25.04.17 3 D 1. DO NOT SCALE FROM THIS DRAWING. IF IN DOUBT CONTACT TRAVIS BAKER LIMITED. 2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED. 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS RELATING TO THIS PROJECT. 4. ALL DIMENSIONS SHOULD BE CHECKED ON SITE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHOULD BE IMMEDIATELY NOTIFIED IN WRITING TO TRAVIS BAKER LIMITED. 5. THE CONTRACTOR SHALL PRIOR TO CONSTRUCTION CHECK AND VERIFY THAT THE DETAILS SHOWN ON THIS DRAWING ARE FULLY COMPATIBLE WITH ANY AS CONSTRUCTED DIMENSIONS OR LEVELS. ANY DISCREPANCIES TO BE REPORTED IMMEDIATELY IN WRITING TO TRAVIS BAKER LIMITED. 6. THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE COMMISSIONING PARTY AND UNLESS AGREED IN WRITING BY TRAVIS BAKER LIMITED NO OTHER PARTY MAY USE OR RELY ON ITS CONTENTS. NO LIABILITY IS ACCEPTED BY TRAVIS BAKER LIMITED FOR ANY USE OF THIS DRAWING OTHER THAN FOR THE PURPOSE FOR WHICH IT WAS ORIGINALLY PREPARED. 7. IT SHOULD BE NOTED THAT THIS DRAWING MAY INCLUDE DATA PROVIDED BY THIRD PARTIES. NO LIABILITY IS ACCEPTED BY TRAVIS BAKER LIMITED AS TO THE ACCURACY OF THIS DATA. 8. THIS DRAWING SHALL NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TRAVIS BAKER LIMITED. Tel: 0121 550 8037 Fax: 0121 550 8047 [email protected] www.travisbaker.co.uk PROJECT TITLE STATUS. COPYRIGHT TRAVIS BAKER LIMITED. ALL RIGHTS RESERVED. Travis Baker Trinity Point New Road Halesowen West Midlands B63 3HY ST MODWEN HOMES 17014 UTTOXETER PHASE 1D/2A DRAINAGE STRATEGY PRELIMINARY THE INFORMATION SHOWN ON THIS DRAWING IS PRELIMINARY ONLY AND SUBJECT TO DETAILED DESIGN THE DESIGN OF THE FOUL WATER PUMPING STATION IS TO BE BY OTHERS THE FINAL ALIGNMENT OF THE SEWERAGE AND RISING MAIN WILL ENSURE THAT ALL CAN BE LOCATED WITHIN CARRIAGEWAY A RISING MAIN ADDED 25.04.17 NB DB B NEW LAYOUT INCORPORATED 09.05.17 MK DB C POND CROSS SECTION INTRODUCED. 25.05.17 MK DB D LATEST LAYOUT ADDED. NEW POSITION OF PUMP STATION ADDED AND DRAINAGE AMENDED TO SUIT. UPDATED SLAB LEVELS ADDED. 23.08.17 LH NGW
Transcript of APPROX 95.00 BED LEVEL AT OUTFALL FLOW CONTROL MH … Application/630000/63… · IC VP VP SP SP...
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gas
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electric
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gas
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GAS
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33
FLOW CONTROL MH
1.85m DESIGN HEAD
8.3l/s DISCHARGE RATE
BALANCING POND
1380m³ VOLUME
BASE LEVEL 95.35m
TOP OF BANK LEVEL 97.45m
1.8m MAX WATER DEPTH
0.3m FREEBOARD
1:3 SIDE SLOPES
APPROX 95.00 BED
LEVEL AT OUTFALL
G
G
G
G
G
G
G
H
P
H
P
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RO
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1
G
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1
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1
5
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1
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1
5
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1
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1
5
0
150∅
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1
0
3
.
7
0
0
103.800
103.900
1
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3
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9
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104.000
1
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4
.
0
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4
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2
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109.500
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106.579
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3
2
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2
0
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SURFACE WATER OUTFALL FROM
ADJACENT DEVELOPMENT PHASE
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1
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1
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6
1
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1
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1.001
150m
m
1:150
IL107.07
PROPOSED FOUL WATER PUMPING STATION
15m CORDON SANITAIRE FROM WET WELL
COMPOUND TO BE CONSTRUCTED AND
SURFACED IN ACCORDANCE WITH SEVERN
TRENT WATER DETAILS STD1016-2 (LAYOUT B)
PUMPING STATION AND RISING MAIN TO BE
ACCORDANCE WITH CHOSEN MANUFACTURERS
SPECIFICATION AND CONSTRUCTION TO
INSTALLATION GUIDELINES.
108.85
1
0
8
.
7
0
106.85
106.70
106.70
106.50
106.05
105.15
1
0
4
.
4
0
1
0
3
.
8
0
103.00
1
0
3
.
1
5
103.00
1
0
2
.
3
0
1
0
1
.
9
0
1
0
2
.
0
5
1
0
0
.
3
5
1
0
0
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5
0
1
0
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5
0
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0
0
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8
5
1
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5
5
1
0
0
.
3
0
1
0
0
.
0
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1
0
0
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0
0
9
9
.
8
5
0
9
9
.
7
0
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9
9
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5
5
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9
9
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2
5
0
9
8
.
9
5
0
9
8
.
6
5
0
9
8
.
9
5
0
9
8
.
6
5
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9
8
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5
0
0
1
0
8
.
4
5
1
0
7
.
4
5
1
0
6
.
8
0
106.65
106.65
106.10
105.50
105.05
104.45
104.25
104.10
104.10
1
0
3
.
4
0
1
0
2
.
9
0
1
0
1
.
5
0
101.00
100.75
1
0
0
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0
0
99.850
1
0
0
.
4
5
100.30
1
0
1
.
0
5
1
0
0
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9
0
1
0
1
.
3
5
101.20
102.95
1
0
2
.
6
5
1
0
2
.
6
5
1
0
7
.
6
0
1
0
6
.
6
0
1
0
5
.
4
5
1
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5
.
6
0
1
0
6
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1
5
1
0
5
.
0
0
1
0
4
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1
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103.10
103.10
103.60
103.95
1
0
9
.
3
0
1
0
9
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5
0
1
0
8
.
8
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108.35
108.50
1
0
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5
1
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2
5
1
0
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6
5
1
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8
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4
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.
5
0
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0
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.
7
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1
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9
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.
1
0
105.10
1
0
5
.
2
5
1
0
5
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1
0
1
0
4
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9
5
104.50
1
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4
.
3
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6
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8
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101.95
101.80
101.20
100.10
101.00
100.40
1
0
1
.
1
5
1
0
0
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3
5
9
9
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6
5
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9
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3
5
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8
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8
5
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5
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100.85
101.20
100.75
103.40
100.55
1
0
4
.
3
5
105.60
9
9
.
2
0
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104.25
108.50
99.800
99.800
99.350
99.350
99.050
9
7
.
8
5
1
0
4
.
3
5
108.85
106.85
106.50
106.05
105.60
105.15
106.10
105.50
105.05
104.45
103.60
103.95
103.40
102.95
ADOPTABLE SURFACE WATER SEWER
ADOPTABLE FOUL WATER SEWER
S1
00.000
F1
00.000
SITE BOUNDARY
KEY
FOUL WATER RISING MAIN
(ASSUMED 100mm DIAMETER)
PLOT 34
FFL 98.15m
95.992
96.000
96.059
96.221
96.384
96.541
96.694
96.848
97.006
97.116
97.259
97.401
97.543
97.693
97.843
96.375
97.286
95.745
95.350
95.350
95.350
95.350
96.292
97.614
97.739
70.000
65.000
60.000
55.000
50.000
45.000
40.000
35.000
30.000
25.000
20.000
15.000
10.000
5.000
0.000
POND CROSS SECTION (SCALE 1:200)
EXISTING LEVEL
PROPOSED LEVEL
CHAINAGE
BALANCING POND
BASE LEVEL 97.45m
1.8m MAX WATER DEPTH
0.3m FREEBOARD
CLIENT
DRAWNAUTHORISED SCALE
DATE
PROJECT NO. DRAWING NO. REV
REVDESCRIPTION
DATE BY AUTH
NB DB 1:500@A1 25.04.17
3 D
1. DO NOT SCALE FROM THIS DRAWING. IF IN DOUBT CONTACT TRAVIS BAKER LIMITED.
2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.
3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT
DRAWINGS RELATING TO THIS PROJECT.
4. ALL DIMENSIONS SHOULD BE CHECKED ON SITE PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHOULD BE IMMEDIATELY NOTIFIED IN WRITING TO TRAVIS BAKER
LIMITED.
5. THE CONTRACTOR SHALL PRIOR TO CONSTRUCTION CHECK AND VERIFY THAT THE
DETAILS SHOWN ON THIS DRAWING ARE FULLY COMPATIBLE WITH ANY AS
CONSTRUCTED DIMENSIONS OR LEVELS. ANY DISCREPANCIES TO BE REPORTED
IMMEDIATELY IN WRITING TO TRAVIS BAKER LIMITED.
6. THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE COMMISSIONING
PARTY AND UNLESS AGREED IN WRITING BY TRAVIS BAKER LIMITED NO OTHER PARTY
MAY USE OR RELY ON ITS CONTENTS. NO LIABILITY IS ACCEPTED BY TRAVIS BAKER
LIMITED FOR ANY USE OF THIS DRAWING OTHER THAN FOR THE PURPOSE FOR WHICH
IT WAS ORIGINALLY PREPARED.
7. IT SHOULD BE NOTED THAT THIS DRAWING MAY INCLUDE DATA PROVIDED BY THIRD
PARTIES. NO LIABILITY IS ACCEPTED BY TRAVIS BAKER LIMITED AS TO THE ACCURACY
OF THIS DATA.
8. THIS DRAWING SHALL NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN
PERMISSION OF TRAVIS BAKER LIMITED.
Tel: 0121 550 8037
Fax: 0121 550 8047
www.travisbaker.co.uk
PROJECT
TITLE
STATUS.
COPYRIGHT TRAVIS BAKER LIMITED. ALL RIGHTS RESERVED.
Travis Baker
Trinity Point
New Road
Halesowen
West Midlands
B63 3HY
ST MODWEN HOMES
17014
UTTOXETER
PHASE 1D/2A
DRAINAGE STRATEGY
PRELIMINARY
THE INFORMATION SHOWN ON THIS
DRAWING IS PRELIMINARY ONLY AND
SUBJECT TO DETAILED DESIGN
THE DESIGN OF THE FOUL WATER
PUMPING STATION IS TO BE BY OTHERS
THE FINAL ALIGNMENT OF THE
SEWERAGE AND RISING MAIN WILL
ENSURE THAT ALL CAN BE LOCATED
WITHIN CARRIAGEWAY
A RISING MAIN ADDED 25.04.17 NB DB
B NEW LAYOUT INCORPORATED 09.05.17 MK DB
C POND CROSS SECTION INTRODUCED. 25.05.17MK DB
D LATEST LAYOUT ADDED. NEW POSITION
OF PUMP STATION ADDED AND
DRAINAGE AMENDED TO SUIT.
UPDATED SLAB LEVELS ADDED.
23.08.17 LH NGW
carole.booth
Text Box
P_2017_00572 REVISED Drainage Strategy RECEIVED 25.08.17
carole.booth
Text Box
P_2017_00572 REVISED Drainage Strategy RECEIVED 25.08.17
