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CAD REFERENCE c Tower Surveys Limited.
0 50 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
WIRE MESHW/M
GENERAL
APPRDRWNDATEREV
INFORMATION
STN/4
A0
BUSHES/SHRUB
SPOT LEVEL
SURVEY STATION
SAPLING
GATE
RETAINING WALL
BUILDING
STILE
TREE (INDICATIVE ONLY)
HEDGE/AREA OF UNDERGROWTH
30.29
R/W
LEGEND
CLOSE BOARDEDCORRUGATED IRONCHAIN LINKHIT AND MISSIRON RAILINGPOST AND WIREPOST AND RAIL
BANKING
FENCE WITH DESCRIPTION
P/RP/WI/RH/MC/LC/IC/B
NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
OVERHEAD CABLE
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
SHEET LAYOUT
NORTHGRID
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
204
205
206
ABBREVIATIONS
DESCRIPTIONLEVELNORTHINGEASTINGSTATION
STATION CO-ORDINATES
INTENDED TO BE USED FOR TOPOGRAPHICAL SURVEYS AT THE STATED SCALE.UNLESS OTHERWISE STATED THE SURVEY STATIONS LISTED ABOVE ARE ONLY
DUE CONSIDERATION SHOULD BE GIVEN TO LONG-TERM STABILITY OF SURVEY STATION MARKERS.
MANHOLEMARKER POSTLAMP POST
MHMKRLP
MILE POSTMP
AXRB
APEX ROOF LEVELBOLLARD
STORM WATER
ROAD SIGN
SIGN POST/BOARDSTOP VALVE
RODDING EYE
VENT PIPEWATER LEVEL
SW
RNPRS
SP/BSV
RE
VPTPTHL
WL
POSTPCTVDK
EVEPERFFLFH
G
ICIL
LB
FL
CATV
CABLE TELEVISION POINT
ELECTRICITY POLE
FINISHED FLOOR LEVEL
DROP KERB
EAVES LEVEL
EARTH ROD
FIRE HYDRANT
GULLY
INSPECTION COVERINVERT LEVEL
LITTER BIN
FLOOD LIGHT
CABLE TELEVISION IC
ROAD NAME PLATE
TELEPHONE POLETHRESHOLD LEVEL
PIPEPI
BT BRITISH TELECOM IC
DP DOWN PIPE
RAINWATER PIPERWP
CC CONTROL CABINET
GV GAS VALVE
STN/1STN/2STN/3STN/4STN/5STN/6STN/7STN/8STN/9
STN/10STN/11STN/12STN/13STN/14STN/15STN/16STN/17STN/18STN/19STN/20STN/21STN/22STN/23STN/24STN/25STN/50STN/51STN/52STN/53
407999.55408002.34407990.14408010.34408000.92408028.88408020.25408014.79408015.08408027.41407990.99408054.42408063.77408021.66408097.06408156.60408000.38407986.47408279.55408362.66408427.23408452.03408517.83408562.75408656.63407989.31407992.38408066.82407976.46
332452.41332472.54332456.37332473.62332490.24332467.86332485.49332491.57332519.21332519.17332452.49332448.4
332476.39332376.60332238.89332455.64332151.84332179.55332362.61332481.39332468.67332441.37332534.28332562.11332484.80332532.99332288.99332263.60332226.63
112.82113.55113.78114.03114.43112.75114.03114.28114.83114.22113.63110.67111.34109.58122.58104.98125.12121.73108.4998.51
102.11101.4098.3696.5398.68
115.75112.99118.76116.44
SURVEY NAILSURVEY NAILSURVEY NAILSURVEY NAILSURVEY NAILPEG AND NAILPEG AND NAILSURVEY NAILPEG AND NAILPEG AND NAILSURVEY NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILPEG AND NAILSURVEY NAIL
HEIGHTCIRC. SPREAD Ø No.
TREE SCHEDULE
TREE NOTES:
A) MB “X” NO – MULTIPLE BOLES FOLLOWED BY NUMBER OF.B) CIRC – (GIRTH) CIRCUMFERENCE MEASURED AT APPROXIMATELY 1.5M ABOVE GROUND LEVEL.C) SPREAD – DIAMETER OF CANOPY. (TREE SPREADS ARE INDICATIVE ONLY AND ARE REPRESENTATIVE OF THE GENERALISED CANOPY SIZE, AND MAY NOT REPRESENT THE TRUE CANOPY POSITION AS OUTLINED ON SITE – TREE BOLES MAY NOT SIT CENTRALLY TO THE CANOPY.)D) HEIGHT – APPROXIMATE HEIGHT TO TOP OF CANOPY – ESTIMATED FROM GROUND LEVEL.E) ATTENTION SHOULD BE PAID TO THE ORIGINAL TOPOGRAPHICAL BRIEF AS TO WHAT TREES HAVE ACTUALLY BEEN SCHEDULED; I.E. THOSE “TREES LARGER THAN DIAMETER “X” OR “ONLY TREES WITHIN THE IMMEDIATE SURVEY LIMITS”. (THIS IS NORMALLY THE CASE UNLESS OTHERWISE SPECIFIED AS INCLUDING “OFF SITE” TREES).
TE/1TE/2TE/3TE/4TE/5TE/6TE/7TE/8TE/9
TE/10TE/11TE/12TE/13TE/14TE/15TE/16TE/17TE/18TE/19TE/20TE/21TE/22TE/23TE/24TE/25TE/26TE/27TE/28TE/29TE/30TE/31TE/32TE/33TE/34TE/35TE/36TE/37TE/38TE/39TE/40TE/41TE/42TE/43TE/44TE/45TE/46TE/47TE/48TE/49TE/50TE/51TE/52TE/53TE/54TE/55TE/56TE/57TE/58TE/59TE/60TE/61TE/62TE/63TE/64TE/65TE/66TE/67TE/68TE/69TE/70TE/71TE/72TE/73TE/74TE/75TE/76TE/77TE/78TE/79TE/80TE/81TE/82TE/83
0.60.60.71.21.22.5MB2.20.51.00.50.81.21.01.04.23.01.03.03.03.02.02.02.52.02.5
3x1.52.02.03.51.40.81.52.83.01.52.82.53.03.03.23.02.82.54.03.03.03.0
2x0.8MB1.02.2
2x1.51.83.03.02.52.03.02.23.02.20.6
2x0.82.03.5
2x1.20.72.83.03.02.53.33.03.30.80.83.03.03.22.53.04.0
333458584547764
18164
1614148
1010101014128
16768
16148
141616161616121218161516868
14121010141210141014126
101216126
1816181016161888
141012128
15
44455
12584549964
15155
15151512121515161612121510101018181520202020222016162020202012101016141412161612181818188
151215158
1818181518182088
201515101020
HEIGHTCIRC. SPREAD Ø No.
TREE SCHEDULE
TE/84TE/85TE/86TE/87TE/88TE/89TE/90TE/91TE/92TE/93TE/94TE/95TE/96TE/97TE/98TE/99
TE/100TE/101TE/102TE/103TE/104TE/105TE/106TE/107TE/108TE/109TE/110TE/111TE/222TE/223TE/224
3.52.52.0MB4.53.52.54.04.04.04.04.02.51.51.03.53.01.00.61.24.03.03.03.54.02.52.01.53.62.72.7
1414101016141015181616161265
181835
121614151212101012161616
1818101220181020202020201266202046
151816161618161616161616
cont'd
CONTOUR 0.5m INTERVAL99.90
CAD REFERENCE c Tower Surveys Limited.
0 50 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
SHEET LAYOUT
NORTHGRID
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
207
208
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
93.3m
Cattle Grid
2
FENN
EL
90.2m
FB
92.0m
1
Issues
14
22
CLOSE
3
Hazelwalls89.6m
16
29
12
16
REACH 01 (SORREL)
REACH 01 (P
ARK)
REACH 02 (LEFT)
REACH 02 (LEFT)
REA
CH
03
(MID
DLE
)
REACH 03 (
MIDDLE
)
REACH 04 (RIGHT)
92.00
93.0
0
94.0
0
94.00
95.00
96.0
0
96.00
96.0
0
97.0
0
97.0
0
97.0
0
98.0
0
98.0
0
98.00
99.0
0
99.0
0
99.00
100.
00
100.
00
100.00
101.
00
Sorrel Close
CAD REFERENCE c Tower Surveys Limited.
0 50 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
SHEET LAYOUT
NORTHGRID
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
207
208
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
INSET - CONTINUATION OF REACH 03
0 50 METRES
93.3m
FB
Path
(um
)
92.0m
Collects
Issues
Drain
REA
CH
03
(MID
DLE
)
REACH 03 (
MIDDLE
)
REACH 03 (MIDDLE)
REAC
H 04 (R
IGH
T)
REAC
H 04 (R
IGH
T)
REA
CH
03
(MID
DLE
)
92.00
93.0
0
94.0
0
94.00
95.00
96.0
0
96.00
96.0
0
97.0
0
97.0
0
97.0
0
98.0
0
98.0
0
98.00
99.0
0
99.0
0
99.00
100.
00
100.
00
100.00
101.
00
REACH 03 (MIDDLE)
CAD REFERENCE c Tower Surveys Limited.
0 10 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
LOCATION PLAN
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
86.71
86.1631/10/2013
C C
Right BankCBF 2.0ht
PRF 1.20htPRF 1.20ht
PRF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 83.00
0.00
86.5
5
3.62
86.6
1
8.25
87.0
0
9.55
87.0
2
11.2
887
.25
12.1
587
.23
12.4
385
.90
12.8
185
.90
13.3
785
.92
13.8
385
.94
13.9
386
.86
14.3
787
.35
15.3
087
.44
17.1
387
.57
18.6
287
.61
21.1
787
.78
22.2
787
.96
1.001408785.93mE 332753.12mN Brg 1244.6Structure Section @ Culvert Headwall (Park)
85.81
86.4131/10/2013
C C
Left BankRight Bank
Falls Gently
Rises Gently
Gravel/Silt
Grass
Grass
Grass Gravel Path
TreesTrees
Vegetation 2h
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 83.00
0.00
86.6
1
5.30
86.7
1
6.71
86.7
3
10.4
186
.84
13.8
387
.38
14.4
287
.28
15.5
886
.66
15.7
686
.32
16.3
686
.26
16.6
386
.30
16.8
086
.49
18.5
787
.34
20.4
987
.42
22.2
387
.27
25.8
587
.91
27.7
888
.03
28.7
388
.24
1.002408778.45mE 332750.23mN Brg 13915.4Open Channel (Park)
86.6331/10/2013
C C
Left Bank
Right Bank
Falls Gently
Flattens OutGrass
Tarmac Path
GrassGravel Path
Trees
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
87.0
7
8.50
87.1
4
10.1
687
.34
11.8
487
.45
14.8
887
.65
15.6
687
.27
16.6
186
.56
17.1
486
.52
17.6
786
.59
18.1
886
.93
19.2
187
.13
20.7
987
.81
27.8
888
.64
33.0
789
.26
34.9
989
.35
37.5
189
.48
1.003408755.91mE 332732.73mN Brg 12941.9Open Channel (Park)
86.8931/10/2013
C
CLeft Bank
Right Bank
Remains Flat
Rises Gently
Gravel/Silt
Timber Retaining Wall
Grass/Soil
Trees
Tarmac Path
Grass
Grass
Gravel PathGrass
Trees Vegetation 2h
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
87.0
5
3.90
87.0
7
7.86
87.4
9
9.92
87.4
2
11.6
287
.45
12.6
787
.69
16.9
487
.78
16.9
687
.96
17.0
187
.96
17.0
287
.19
17.5
887
.10
17.9
386
.80
18.6
186
.83
19.1
286
.83
19.5
386
.86
19.5
987
.13
19.6
887
.13
20.4
787
.26
22.0
887
.34
23.4
788
.35
25.3
189
.04
28.4
889
.59
30.4
389
.67
33.9
989
.79
1.004408743.65mE 332720mN Brg 13360.7Open Channel (Park)
86.70
87.61
87.1131/10/2013
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.0
7
4.68
88.5
1
6.03
88.6
2
7.79
88.6
3
9.32
88.4
5
9.32
88.8
59.
5488
.82
9.64
88.8
39.
6486
.85
9.93
86.7
310
.65
86.6
711
.12
86.9
011
.13
88.8
311
.22
88.8
1
11.4
488
.81
11.4
588
.49
13.8
989
.01
17.0
189
.53
18.8
589
.64
20.6
289
.76
1.005408733.26mE 332697.3mN Brg 13184.1Structure Section @ D/S Culvert (Park)
86.87
87.76
87.1031/10/2013
C C
Left Bank
Falls Gently
Remains FlatTarmac Path
Grass
PRF 1.20htPRF 1.20ht
PRF 1.20ht
Vegetation 3h Line of Foxglove Avenue
Brick Headwall
Brick Retaining Wall
Gravel/Silt
900dia Pipe
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.8
2
1.03
88.8
41.
0588
.83
1.27
88.8
3
3.17
88.7
03.
1789
.00
3.28
88.9
93.
5089
.02
3.50
86.8
73.
6686
.87
3.98
86.8
74.
3686
.87
4.98
86.9
04.
9889
.03
5.09
89.0
3
5.29
89.0
25.
2988
.93
8.41
89.4
6
8.93
89.6
1
9.52
89.7
3
12.0
689
.77
12.1
189
.73
15.7
289
.90
19.6
190
.01
1.006408727.88mE 332682.06mN Brg 12999Structure Section U/S of Culvert (Sorrel)
87.2231/10/2013
C
C
Left BankRight Bank
Remains FlatCBF 2.0ht
PRF 1.20ht
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.6
2
1.55
88.5
6
2.67
88.3
1
5.27
87.1
0
5.72
87.1
0
6.22
87.0
86.
4987
.32
10.7
089
.81
11.5
689
.95
12.1
090
.03
14.0
889
.96
14.1
589
.86
16.1
389
.90
1.007408720.31mE 332674.14mN Brg 129110Open Channel (Sorrel)
87.2631/10/2013
C
C
Left Bank
Gravel PathTimber Retaining Wall
Grass
PRF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.3
0
1.26
88.2
61.
3687
.73
1.62
87.6
2
3.93
87.5
1
4.60
87.3
04.
8487
.16
5.28
87.1
6
5.82
87.1
2
6.36
87.6
5
8.20
88.5
6
11.7
990
.02
12.7
890
.04
15.0
290
.05
15.1
389
.93
16.3
989
.97
1.008408713.44mE 332666.45mN Brg 129120.4Open Channel (Sorrel)
87.4331/10/2013
CC
Left Bank Right BankRemains Flat
CBF 2.0ht
Grass
Grass
Tarmac Path
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.5
4
1.91
88.4
8
3.11
88.2
7
4.59
87.3
7
5.21
87.3
4
5.94
87.3
6
6.35
87.3
8
6.87
88.2
3
8.22
88.3
9
11.9
290
.06
12.4
490
.08
14.4
190
.14
1.009408706.72mE 332659.45mN Brg 145131.5Open Channel (Sorrel)
87.4131/10/2013
C
C
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.9
9
1.06
88.9
3
4.11
87.7
7
6.08
87.6
26.
2587
.11
6.56
86.9
97.
0086
.99
7.13
87.5
2
8.02
88.0
1
9.27
88.3
9
12.2
089
.89
13.2
590
.02
15.3
390
.10
19.1
790
.32
21.8
490
.32
1.010408693.08mE 332650.89mN Brg 143147.5Open Channel (Sorrel)
87.4431/10/2013
C
C
Left Bank Right BankRemains Flat
Remains FlatTarmac Road (Fennel Road)
Tarmac Path
GrassGravel Path
GrassGrass
Tarmac PathGrass
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.3
4
1.83
88.3
72.
0588
.47
4.12
88.5
5
8.21
89.3
2
9.18
89.3
3
10.0
389
.30
11.9
088
.38
12.6
988
.31
13.8
487
.78
14.1
287
.28
14.3
887
.19
14.7
387
.22
14.9
087
.71
15.8
688
.11
17.7
688
.49
20.6
589
.86
21.9
090
.00
24.0
490
.10
28.3
490
.29
30.8
990
.20
1.011408679.45mE 332650.82mN Brg 143158.5Open Channel (Sorrel)
87.6631/10/2013
C
C
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 84.00
0.00
88.4
5
3.71
88.4
3
9.06
89.0
6
11.4
989
.12
12.2
489
.10
14.5
588
.92
15.8
988
.38
16.4
487
.99
16.6
287
.48
17.0
487
.41
17.4
787
.42
17.9
787
.54
18.0
687
.88
19.0
188
.50
21.9
289
.83
24.0
789
.98
26.5
090
.09
29.4
990
.10
1.012408667.91mE 332644.43mN Brg 143171.7Open Channel (Sorrel)
87.9031/10/2013
CC
Left BankRemains Flat
Remains Flat
Gravel/Silt
PRF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 85.00
0.00
88.8
0
2.36
88.6
3
4.12
88.6
5
7.01
88.8
8
7.83
88.9
1
11.0
388
.80
12.4
687
.86
13.1
287
.82
13.9
487
.84
14.4
487
.81
15.9
389
.23
16.7
689
.37
17.5
589
.54
19.6
289
.70
26.0
389
.79
1.013408664.73mE 332637.93mN Brg 184189.3Open Channel (Sorrel)
87.9131/10/2013
C C
Left Bank Right BankRemains Flat
Remains FlatBrick Headwall
PRF 1.20htPRF 1.20ht
PRF 1.20ht
Concrete (Silt over)
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 85.00
0.00
89.0
1
3.67
89.1
7
6.42
89.1
4
8.61
88.9
1
10.3
288
.94
11.7
989
.04
12.3
889
.00
12.7
088
.99
12.8
788
.99
12.8
787
.89
13.3
687
.85
13.7
587
.82
14.1
287
.85
14.3
887
.86
14.3
888
.98
14.6
588
.99
16.2
189
.33
17.2
489
.47
18.4
689
.57
21.0
689
.65
22.1
589
.81
24.3
689
.65
28.0
889
.72
1.014408651.21mE 332639.09mN Brg 158197.1Structure Section @ Culvert Headwall (Sorrel)
87.80
88.70
CAD REFERENCE c Tower Surveys Limited.
0 10 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
LOCATION PLAN
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
89.73
88.87
89.0922/10/2013
CC
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 86.00
0.00
90.1
9
3.26
90.1
8
3.84
90.3
8
6.60
90.3
9
8.41
90.0
3
9.05
89.0
9
9.87
88.9
6
10.5
588
.95
11.5
590
.13
11.6
990
.15
16.6
590
.13
2.001408591.11mE 332639.16mN Brg 1660Structure Section @ Culvert Headwall
89.2022/10/2013
CC
Right Bank
Remains FlatRemains Flat
Gravel
PRF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 86.00
0.00
90.6
4
4.22
90.5
2
5.23
90.2
3
5.70
89.7
5
6.06
89.0
4
6.53
89.0
4
6.99
89.0
87.
2989
.68
8.65
90.2
9
9.16
90.3
0
13.9
790
.49
2.002408577.63mE 332632.24mN Brg 13711.3Open Channel
90.0522/10/2013
C C
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
91.3
6
0.80
91.3
5
1.91
91.1
6
2.93
90.0
53.
2489
.89
3.98
89.9
1
5.60
91.1
6
6.24
91.1
5
8.11
91.0
4
12.8
691
.22
2.003408564.77mE 332617.97mN Brg 14731.7Open Channel
90.3722/10/2013
C C
Left Bank Right Bank
Remains Flat
Gravel/Silt
Vegetation 1hVegetation 1h
Private Garden Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
91.4
0
1.01
91.4
7
1.92
90.2
5
2.34
90.0
3
2.70
90.1
1
4.07
91.0
5
4.85
91.5
5
5.30
91.5
4
8.15
91.8
5
12.6
392
.14
16.4
992
.68
2.004408554.93mE 332611.5mN Brg 15243.9Open Channel
90.5822/10/2013
C
C
Left Bank Right Bank
Rises Gently
Remains Flat
Private Garden
Gravel/Silt
PRF 1.00ht
PWF 1.20ht
Vegetation 1h
Vegetation 1h
GrassTrees
Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
91.8
0
1.60
91.8
0
2.88
91.8
8
4.48
90.5
2
5.08
90.5
7
5.64
90.5
6
7.65
92.3
7
8.09
92.5
4
12.9
493
.13
18.5
293
.78
2.005408537.69mE 332604.62mN Brg 15363.2Open Channel
90.9622/10/2013
C
C
Left Bank Right Bank
Flattens Out
Rises Steeply
Silt
Vegetation 1h
Vegetation 1h
CBF 2.0ht
PWF 1.20htGrass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
91.8
6
0.51
91.7
2
1.26
91.0
8
1.96
90.9
0
2.76
90.9
1
5.33
92.9
0
5.83
93.0
7
10.6
593
.83
16.5
094
.56
2.006408529.3mE 332595.89mN Brg 16375.1Open Channel
91.1322/10/2013
C
C
Left Bank Right Bank
Remains Flat
Rises Gently
Gravel/Silt
Vegetation 1h
PWF 1.20htGrass
Private Garden
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
92.0
4
1.05
92.1
5
2.81
92.0
1
3.59
91.1
0
4.12
91.0
3
4.76
91.0
4
8.03
93.4
0
14.6
894
.17
19.2
594
.91
2.007408516.89mE 332591.27mN Brg 15588.1Open Channel
91.3722/10/2013
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
93.2
7
2.14
93.1
0
4.07
92.3
0
5.15
92.2
4
5.93
92.2
9
8.09
92.0
6
9.37
91.3
29.
7791
.21
10.1
291
.25
10.3
391
.70
12.5
593
.06
13.0
193
.13
19.5
093
.68
24.3
394
.40
2.008408498.73mE 332589.18mN Brg 163107.8Open Channel
92.4622/10/2013
C
Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
92.7
2
2.44
93.2
4
4.14
92.9
9
5.08
92.2
2
5.50
92.0
9
6.09
92.1
3
6.59
92.2
7
8.89
93.1
0
13.0
993
.73
18.3
194
.04
22.5
694
.53
2.009408480.59mE 332579.71mN Brg 153131Open Channel
92.9322/10/2013
C C
Left Bank Right Bank
Rises Gently
Flattens Out
Silt
Left bank approximate onlyNo access to left bank at this section
Dense vegetation & fallen tree
Fallen TreeGrass
Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
94.5
2
2.80
93.8
3
4.90
92.4
2
5.73
93.6
6
8.18
93.8
5
16.0
294
.33
21.7
595
.11
2.010408469.51mE 332571.15mN Brg 155145.6Open Channel
93.3023/10/2013
C C
Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
94.5
2
2.84
93.8
3
4.25
93.1
7
4.73
93.2
1
5.99
94.0
1
12.8
294
.55
22.0
695
.32
2.011408440.24mE 332560.71mN Brg 151177.3Open Channel
93.5023/10/2013C
C
Flattens Out
Rises Gently
Gravel
PWF 1.20ht
Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
95.1
0
0.69
94.7
7
1.98
94.1
6
3.62
94.2
2
7.17
93.9
8
8.41
93.4
2
9.10
93.3
9
10.0
194
.23
10.6
894
.39
17.7
794
.85
26.7
095
.54
2.012408434.12mE 332563.52mN Brg 175183.2Open Channel
94.5623/10/2013
C C
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 91.00
0.00
95.1
8
2.30
95.0
9
4.26
94.4
44.
4394
.42
5.18
94.3
6
5.54
94.3
6
6.52
95.0
1
6.95
95.0
4
14.5
995
.58
24.1
796
.26
2.013408409.2mE 332544.37mN Brg 138214.1Open Channel
94.9023/10/2013
CC
Left Bank Right Bank
Gravel/Silt
Rises Gently
Rises Gently
GrassVegetation 1h
Vegetation 1hVegetation 1hGrass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 92.00
0.00
95.7
2
0.76
95.6
8
1.69
95.5
8
2.12
95.3
5
2.47
94.8
3
3.19
94.7
9
3.22
95.1
0
4.51
95.6
8
5.61
95.8
4
12.9
696
.09
15.6
896
.41
20.9
296
.88
2.014408396.21mE 332532.23mN Brg 147232Open Channel
95.5823/10/2013
CC
Gravel/Silt
PWF 1.20htPWF 1.20ht
Grass Rises GentlyVegetation1h
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 92.00
0.00
96.8
4
0.72
96.8
4
1.35
96.7
4
2.43
95.8
22.
5795
.49
2.90
95.4
83.
1795
.52
4.48
96.5
0
5.75
96.6
3
13.1
896
.82
2.015408377.38mE 332520.66mN Brg 149254.1Open Channel
95.8923/10/2013
CC
Left Bank Right Bank
Flattens Out
Remains Flat
Gravel
PWF 1.20ht
PWF 1.20ht
GrassTrees
Saplings
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 93.00
0.00
98.2
6
2.28
97.0
92.
4895
.83
2.94
95.8
0
3.40
95.8
4
4.25
96.6
3
5.09
96.6
7
8.53
96.8
0
12.6
896
.84
2.016408376.73mE 332504.6mN Brg 60270Open Channel
96.6696.68
31/10/2013
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 93.00
0.00
97.8
7
6.63
97.8
2
14.1
497
.38
14.3
597
.26
15.0
696
.49
15.7
996
.41
16.8
596
.51
17.5
197
.31
19.3
597
.65
28.9
098
.39
32.5
999
.00
36.2
599
.45
37.3
799
.81
2.017408366.39mE 332508.14mN Brg 151292.4Open Channel at head of ditch
CAD REFERENCE c Tower Surveys Limited.
0 10 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
LOCATION PLAN
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
89.88
89.14
89.4123/10/2013C
Concrete Lintel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 86.00
0.00
91.6
5
3.15
91.1
2
9.13
90.0
1
14.3
189
.89
14.7
589
.78
15.1
389
.35
15.4
989
.13
15.9
589
.12
17.1
190
.10
17.7
090
.09
18.4
190
.11
26.1
490
.44
32.8
591
.49
3.001408610.7mE 332571.02mN Brg 1200Structure Section @ Culvert Headwall
89.6323/10/2013C
C
PWF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 86.00
0.00
92.2
4
4.48
91.8
8
7.72
90.6
8
13.3
090
.08
16.6
489
.91
16.8
589
.83
16.9
789
.30
17.4
189
.33
17.5
589
.70
18.9
990
.50
20.0
290
.65
26.7
391
.37
34.4
092
.25
3.002408601.34mE 332549.56mN Brg 11020.9Open Channel
89.8423/10/2013
C
C
Left BankFlattens Out
Continues Rising
Grass
Hedge 2hPWF 1.20ht
PWF 1.20ht
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
92.8
4
2.88
92.7
1
7.91
91.6
3
9.56
90.9
5
13.3
290
.31
16.8
989
.98
17.1
090
.01
17.3
489
.59
18.0
289
.62
18.0
589
.97
19.4
990
.81
20.1
290
.94
21.9
691
.08
32.0
192
.44
3.003408596.3mE 332534.88mN Brg 11036.4Open Channel
90.0323/10/2013C C
Left Bank Right Bank
Continues Rising
Flattens Out
PWF 1.20ht
PWF 1.20ht
Grass
Grass
Grass
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
93.3
6
6.51
92.6
7
8.27
92.2
7
11.0
691
.33
16.9
690
.33
17.5
589
.75
17.9
489
.69
18.3
189
.62
18.5
290
.23
20.3
690
.58
20.9
090
.67
22.2
491
.64
3.004408589.48mE 332519.42mN Brg 11053.3Open Channel
90.3423/10/2013
C
C
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
93.3
5
5.47
92.8
4
8.86
92.0
8
15.4
191
.20
17.2
590
.61
17.7
689
.97
18.3
690
.01
18.8
490
.10
19.3
390
.48
21.7
091
.82
26.1
292
.42
34.2
993
.42
3.005408584.23mE 332503.92mN Brg 11069.8Open Channel
90.4323/10/2013
C
C
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
93.7
3
6.74
93.1
7
8.78
92.6
2
15.9
991
.60
20.5
591
.09
21.2
490
.79
21.4
790
.40
21.5
690
.40
21.8
390
.37
22.1
390
.27
22.2
590
.80
23.1
191
.91
23.6
592
.21
25.9
992
.59
31.9
393
.37
3.006408575.42mE 332484.5mN Brg 11091Open Channel
91.2923/10/2013C
C
Left Bank
PWF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
93.9
5
3.88
93.7
5
7.57
92.5
0
14.0
291
.65
14.5
290
.77
14.7
390
.73
15.2
490
.89
15.4
391
.37
17.6
991
.56
19.9
292
.54
3.007408575.09mE 332475.5mN Brg 143109Open Channel
91.3191.80
91.3123/10/2013
CC
Left BankRight Bank
Gravel
Timber Sleepers
PRF 1.20ht
PRF 1.20ht
PWF 1.20ht
GrassGrassBridge Deck
500dia Pipe
Rises Gently
Continues Rising
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
93.0
8
4.73
92.5
8
10.8
492
.40
13.6
992
.10
14.0
991
.80
14.4
991
.30
14.9
291
.01
15.3
491
.23
17.7
892
.38
21.6
392
.41
3.008408573.65mE 332448.47mN Brg 53116.1Structure Section @ Headwall
91.69
92.20 92.0023/10/2013
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
92.8
8
5.94
92.5
3
13.0
192
.34
16.8
492
.41
17.7
092
.26
18.9
291
.82
19.4
791
.74
20.2
191
.76
21.0
891
.76
21.9
792
.29
23.0
992
.68
29.2
793
.73
3.009408569.33mE 332450.68mN Brg 79120.9Structure Section @ Pipe
92.3824/10/2013
C
C
Left Bank Right BankContinues Rising
Continues Rising
Long Grass
Long Grass
PWF 1.20ht
Trees
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
93.5
0
6.39
92.8
0
13.1
392
.64
19.0
092
.92
20.9
292
.82
22.4
992
.43
22.5
492
.16
23.1
392
.08
23.1
892
.40
25.1
192
.72
26.1
893
.23
27.5
493
.99
36.1
794
.95
3.010408563.26mE 332441.2mN Brg 125150.5Open Channel
CAD REFERENCE c Tower Surveys Limited.
0 10 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
LOCATION PLAN
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
93.5124/10/2013CC
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
95.2
3
7.57
94.2
0
12.2
193
.79
14.9
293
.76
16.8
193
.72
17.1
293
.22
17.6
393
.17
17.9
093
.23
18.2
693
.50
19.3
993
.43
23.3
693
.72
27.2
293
.98
3.014408521.11mE 332397.06mN Brg 148221.5Open Channel
93.6924/10/2013
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
95.5
1
6.25
94.5
6
10.5
594
.20
13.1
194
.15
13.6
194
.05
14.5
193
.53
14.5
493
.29
15.2
593
.44
15.3
593
.86
16.8
093
.81
24.2
694
.45
3.015408509.84mE 332390.05mN Brg 151236Open Channel
94.0524/10/2013C
C
Right Bank
Rises GentlyPWF 1.20ht
PWF 1.20ht
TreesTreesLong Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 91.00
0.00
95.7
7
5.93
94.7
3
9.89
94.4
9
12.2
294
.45
13.5
694
.33
13.8
794
.28
14.5
294
.00
14.5
493
.61
15.0
093
.63
15.4
593
.78
15.8
394
.06
16.9
394
.21
21.4
794
.80
27.5
795
.00
3.016408496.74mE 332378.39mN Brg 142251Open Channel
94.3424/10/2013
CC
PWF 1.20ht
Trees
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 91.00
0.00
96.5
0
5.02
96.1
6
10.4
695
.04
13.3
194
.83
15.6
194
.88
17.1
793
.74
18.2
093
.94
18.7
494
.44
19.1
794
.47
26.1
295
.31
3.017408480.46mE 332367.29mN Brg 136268.4Open Channel
94.5824/10/2013C C
Left Bank Right Bank
Silt
Vegetation 1hTrees
PWF 1.20htPWF 1.20ht
Long GrassLong Grass
Continues Rising
Continues Rising
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 91.00
0.00
97.1
3
10.5
395
.47
13.1
495
.22
13.8
195
.23
14.1
095
.35
14.5
195
.35
16.1
895
.10
16.2
594
.35
16.6
094
.20
16.7
995
.03
17.2
895
.20
24.0
996
.08
3.018408467.54mE 332352.8mN Brg 143290.3Open Channel
95.7124/10/2013C C
Left Bank Right Bank
Silt
Continues Rising
Continues Rising
Long Grass
Long GrassTrees
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 92.00
0.00
97.8
1
5.13
97.0
3
12.5
695
.83
13.9
695
.98
16.1
395
.98
16.2
495
.41
16.6
195
.50
16.8
196
.02
18.1
296
.07
22.4
096
.65
3.019408450.82mE 332340.6mN Brg 143311.1Open Channel
96.2524/10/2013C C
Left Bank Right Bank
Continues Rising
Continues Rising
Long Grass Trees
PWF 1.20ht
Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 93.00
0.00
98.4
0
4.24
97.6
0
11.6
496
.95
13.7
696
.60
15.6
296
.56
18.6
496
.51
18.8
896
.17
18.9
896
.15
19.5
096
.14
20.0
096
.62
26.2
197
.10
3.020408432.53mE 332328.71mN Brg 143333.1Open Channel
97.2224/10/2013
C C
Left Bank Right Bank
Remains Flat
Continues Rising
Silt
PWF 1.20htVegetation 2h
Vegetation 2h
Grass
Ploughed Field
Long Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 93.00
0.00
100.
20
5.58
99.5
0
10.6
597
.26
12.6
597
.15
12.8
696
.48
14.1
696
.51
14.2
997
.06
15.5
397
.21
18.7
897
.66
25.7
597
.82
3.021408412.59mE 332313.37mN Brg 130358.8Open Channel
97.2924/10/2013
C C
Left Bank Right Bank
Continues Rising
Rises GentlyLong Grass
Grass
Ploughed Field
TreesVegetation 1h
Vegetation 2hVegetation 1h
Silt
PWF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 94.00
0.00
100.
62
7.18
100.
09
12.2
997
.53
14.0
797
.40
14.4
596
.97
14.8
896
.90
15.3
597
.11
15.6
597
.41
18.1
197
.41
24.6
697
.95
29.4
998
.23
3.022408406.44mE 332304.76mN Brg 130369.5Open Channel
92.6624/10/2013C
C
Left Bank Right Bank
Continues Rising
Continues Rising
Long GrassLong Grass
PWF 1.20ht
Trees
Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
93.6
9
5.04
93.1
4
7.81
93.0
0
13.4
893
.16
14.3
193
.04
15.1
792
.62
15.3
592
.23
16.0
692
.22
16.6
792
.30
17.2
492
.36
17.3
692
.70
20.8
393
.15
28.5
294
.09
3.011408559.63mE 332429.86mN Brg 145169Open Channel
92.8024/10/2013C
C
Continues RisingContinues Rising
Long GrassLong Grass TreesTrees
Vegetation 1h
PWF 1.20htPWF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
94.2
4
5.07
93.5
4
11.0
093
.07
11.2
993
.31
12.1
593
.31
12.3
693
.20
12.5
492
.47
13.1
392
.48
13.4
092
.38
13.5
092
.94
16.4
992
.97
18.1
793
.23
25.7
793
.56
30.5
494
.27
3.012408549mE 332416.45mN Brg 125180.3Open Channel
92.8724/10/2013
C
C
Left Bank Right Bank
Continues Rising
Continues Rising
Long GrassLong GrassTreesTrees PWF 1.20ht
PWF 1.20ht
Silt
Vegetation 1hVegetation 1h
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
94.6
2
6.73
93.7
5
11.6
293
.56
14.7
693
.48
15.3
993
.37
16.9
092
.53
17.5
692
.55
17.7
392
.94
17.8
392
.96
21.2
393
.44
28.7
493
.91
3.013408537.79mE 332403.89mN Brg 122196.1Open Channel
CAD REFERENCE c Tower Surveys Limited.
0 10 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
LOCATION PLAN
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
103.28103.2114/11/2013
Rises Gently Rises Gently
Long Grass
Grass
PWF 1.20ht
PWF 1.20ht
Vegetation 1h
CC
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 100.00
0.00
106.
45
8.36
105.
79
16.1
310
5.34
20.5
510
5.17
26.3
610
4.78
27.5
810
4.48
28.3
410
4.27
29.0
710
3.25
29.2
610
3.13
29.7
410
3.17
30.3
010
3.25
30.8
810
4.08
31.1
810
4.13
40.3
410
4.78
50.1
610
5.34
59.7
210
6.41
3.028408309.64mE 332147.53mN Brg 136568.1Structure Section @ D/S bridge face
103.7814/11/2013
C C
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 100.00
0.00
106.
65
8.16
106.
01
13.9
210
5.57
20.6
210
5.21
23.5
510
5.24
27.0
110
4.87
27.4
710
4.66
28.2
210
4.57
28.8
210
3.36
29.1
110
3.44
29.3
210
3.59
29.7
310
3.54
29.9
010
4.28
30.2
310
4.47
32.6
510
4.45
40.1
710
4.89
49.8
110
5.66
57.9
910
6.69
3.029408306.36mE 332143.59mN Brg 136573.9Structure Section @ U/S Bridge Face
99.6124/10/2013C
C
Rises Gently
Rises Gently
PWF 1.20ht
TreesVegetation 3h
Long Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 96.00
0.00
102.
47
6.94
102.
10
11.8
510
0.00
12.0
899
.17
12.7
799
.55
12.9
799
.98
15.0
110
0.87
20.0
610
1.20
24.0
810
1.21
3.026408366.77mE 332196.75mN Brg 95475.8Open Channel
102.0324/10/2013
CC
Left Bank Right Bank
Remains Flat
Rises Gently
Silt
PWF 1.20htPWF 1.20ht
TreesGrass
Ploughed Field
Long Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 99.00
0.00
104.
01
8.17
103.
53
16.0
610
3.27
19.0
610
2.84
22.5
110
2.60
24.0
110
2.04
24.5
310
1.62
25.7
710
1.70
26.1
210
1.78
26.3
510
2.10
27.5
210
2.34
30.8
710
2.57
36.1
110
2.44
3.027408343.31mE 332175.48mN Brg 125517.4Open Channel
PWF 1.20ht
105.8624/10/2013
C C
Left BankRight Bank
Gravel
Vegetation 1h
Trees
PWF 1.20ht
PWF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 103.00
0.00
107.
34
6.88
106.
88
10.8
110
6.18
12.4
110
5.88
12.4
610
5.78
13.0
710
5.76
13.3
410
5.74
14.0
010
6.09
14.9
510
6.50
16.2
810
6.79
18.9
910
7.12
29.3
910
7.70
3.030408279.58mE 332102.95mN Brg 158630.5Open Channel
97.6824/10/2013
C
C
Left Bank Right Bank
Vegetation 1h
Trees
Ploughed FieldContinues Rising
Rises Gently
Silt
Vegetation 2h
Vegetation 2h
PWF 1.20ht
Long Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 94.00
0.00
101.
37
7.18
100.
79
11.7
797
.53
12.3
097
.45
12.6
497
.48
13.0
897
.65
15.6
498
.07
18.2
998
.56
25.5
898
.61
3.023408394.75mE 332286.46mN Brg 130391.2Open Channel
97.8924/10/2013C
C
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 95.00
0.00
101.
48
6.79
100.
91
11.1
498
.36
12.6
497
.99
12.9
997
.62
13.4
397
.70
13.8
897
.71
14.5
898
.17
17.1
498
.46
24.8
098
.87
3.024408387.92mE 332268.88mN Brg 105402.9Open Channel
98.5424/10/2013
C C
Left Bank Right Bank
Rises Gently
Rises Gently
Ploughed Field
Silt
PWF 1.20ht
Long Grass
TreesGrass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 95.00
0.00
101.
31
8.35
100.
77
12.6
199
.20
12.9
498
.14
13.5
097
.99
14.2
598
.29
16.2
399
.35
22.0
599
.73
3.025408378.5mE 332239.25mN Brg 120438.7Open Channel
CAD REFERENCE c Tower Surveys Limited.
0 10 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
LOCATION PLAN
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
88.04
88.5321/10/2013
C C
Left Bank Right Bank
Remains FlatRemains Flat
PRF 1.10ht PRF 1.10ht PRF 1.10ht
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 85.00
0.00
89.3
6
0.42
89.4
1
1.16
89.4
3
2.88
89.5
0
4.12
89.5
1
5.25
89.4
25.
4989
.44
8.67
89.4
38.
8389
.40
8.85
88.0
7
10.3
088
.06
10.3
289
.41
10.4
989
.41
10.8
589
.52
11.3
389
.54
14.1
889
.50
17.5
289
.34
4.001408642.26mE 332619.65mN Brg 780Structure Section @ Culvert Headwall
88.9721/10/2013
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 85.00
0.00
89.6
9
1.75
89.6
9
3.35
89.6
5
4.19
89.8
4
4.76
89.6
7
6.66
89.8
3
7.20
89.6
9
7.63
88.8
2
8.10
88.4
7
8.62
88.7
5
9.07
89.7
5
9.53
89.9
2
12.5
789
.97
13.4
989
.87
14.3
789
.87
15.6
390
.03
17.0
590
.04
4.002408648.44mE 332600.2mN Brg 6819Open Channel
89.5822/10/2013C
C
Left Bank Right Bank
Remains Flat Remains Flat
Private Garden
PRF 2.0ht
GrassGrass
FootpathVegetation 1hTrees
Tarmac Track
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 86.00
0.00
90.1
3
1.93
90.1
3
3.35
90.0
6
5.52
89.8
5
7.75
89.9
9
8.34
89.3
3
8.86
89.2
7
9.38
89.2
5
10.3
190
.28
12.6
690
.33
13.7
190
.18
14.8
390
.16
16.7
990
.15
4.003408657.85mE 332585.73mN Brg 4933.7Open Channel
89.9822/10/2013
C C
Left Bank Right Bank
Rises Gently Remains FlatGrassGrassDirt Track Trees
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
90.8
0
1.71
90.9
2
3.42
90.8
6
4.38
90.9
5
5.46
90.9
3
7.18
89.8
5
8.13
89.6
5
9.04
89.6
69.
3490
.78
13.4
590
.83
14.4
890
.73
15.3
790
.73
16.2
690
.82
18.4
090
.74
4.004408677.47mE 332570.39mN Brg 4357.7Open Channel
90.4922/10/2013
CC
Left Bank Right Bank
Remains Flat
Flattens Out
PrivatePRF 1.20ht
Grass/Mud Dirt Track
PRF 1.20ht
Trees
Gravel/Silt
Footpath Grass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
92.0
6
0.95
91.2
9
1.80
90.8
9
4.39
91.0
5
5.03
91.5
6
5.86
91.5
45.
9091
.52
7.34
90.7
1
8.00
90.0
9
8.50
89.8
9
8.98
89.8
9
9.78
90.3
6
10.3
691
.13
10.8
691
.29
13.0
791
.33
14.2
991
.22
15.0
591
.24
15.9
591
.34
19.7
491
.34
4.005408685.66mE 332560.14mN Brg 5873Open Channel
90.5122/10/2013
CC
Left Bank Right Bank
Remains Flat
Flattens Out
PrivatePRF 1.20ht
Dirt Track
Trees
Grass
Gravel/Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
92.4
8
0.94
91.6
7
1.75
91.3
1
4.20
91.3
0
5.02
91.7
05.
3191
.67
6.13
91.0
36.
3389
.96
6.51
89.9
7
7.17
89.9
0
7.51
90.0
6
8.55
91.2
6
8.60
91.3
6
9.92
91.5
4
11.7
691
.54
13.1
391
.73
18.2
791
.76
4.006408692.52mE 332550.61mN Brg 5884.8Open Channel
90.7222/10/2013
CC
Left Bank Right Bank
Remains Flat
Flattens Out
Private
Gravel/Silt
GrassFootpath
Dirt TrackTrees
PRF 1.20htPRF 2.0ht
Private
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 87.00
0.00
93.9
0
3.92
92.3
04.
2691
.96
5.13
91.7
5
8.58
91.5
5
10.6
190
.45
11.2
790
.46
12.1
290
.43
12.6
191
.17
14.4
091
.91
16.6
292
.01
17.7
092
.16
19.1
392
.13
4.007408699.55mE 332531.73mN Brg 62105.4Open Channel
91.1522/10/2013
91.5790.98
C C
Left Bank Right Bank
Gravel
Timber Retaining WallTimber Retaining Wall
630dia Outfall (LB)Suspected to be connected
to pipe at Section 4.009
Timber Footbridge
PRF 1.20ht
PRF 1.20ht
Vegetation 1hDirt Track
PRF 1.20htPrivate
Flattens OutTrees
GrassFootpath
This may be bypass channel?
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
92.6
60.
2492
.21
0.85
91.9
1
3.65
91.9
4
4.23
92.0
2
4.37
92.0
2
5.26
92.0
3
5.71
91.9
5
7.40
91.5
4
7.55
91.5
47.
5590
.81
7.98
90.7
2
8.40
90.7
1
8.86
90.7
29.
2990
.79
9.29
91.4
7
9.39
91.4
7
11.0
591
.51
12.6
691
.59
13.7
591
.74
4.008408709mE 332518.11mN Brg 53120.9Structure Section @ Footbridge and Outfall
91.07
92.0922/10/2013
C C
Left Bank Right Bank
Continues Rising
Private
Remains FlatLong Grass
PRF 1.20htPRF 1.20ht
TreesFootpath
Area flooded at time of survey
Gravel/Silt
630dia Pipe. Suspected to connect to Outfallat Section 4.008 adjacent to footbridge
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 88.00
0.00
92.4
0
0.80
91.9
9
2.61
91.9
3
3.06
91.9
5
3.70
92.0
13.
8290
.98
4.37
90.9
1
4.57
92.1
2
5.65
92.1
4
6.63
91.9
0
12.5
491
.72
18.8
691
.60
4.009408711.75mE 332508.02mN Brg 60133Structure Section @ Culvert Headwall
92.1322/10/2013
CC
Right Bank
Continues Rising
Vegetation 1h
Grass Remains Flat
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
93.1
3
0.35
92.6
9
0.86
92.2
5
2.50
92.0
6
4.35
91.8
14.
5491
.54
4.94
91.5
5
5.32
91.5
9
5.39
92.0
9
6.76
92.1
8
8.30
92.0
9
17.7
391
.94
26.3
992
.02
4.010408716.52mE 332491.95mN Brg 78151.5Open Channel
92.1722/10/2013
C C
Left Bank Right Bank
Continues Rising
Private PRF 1.20htTrees
Vegetation 1hFootpath
Gravel/Silt
PRF 1.20ht
Hedge 2ht
Grass Remains Flat
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
92.9
4
0.47
92.5
3
0.94
92.1
9
2.82
92.1
9
4.05
92.0
6
5.40
91.8
7
5.53
91.8
7
5.97
91.8
3
6.60
92.2
7
6.95
92.3
6
8.45
92.4
6
9.49
92.3
7
19.4
892
.14
4.011408719.03mE 332479.93mN Brg 75163.5Open Channel
92.1722/10/2013C C
Left Bank Right Bank
Rises Gently
GrassVegetation 1h
PRF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
93.4
9
0.66
92.9
11.
0092
.66
2.37
92.5
1
2.74
92.3
23.
0292
.29
3.38
92.5
6
7.18
92.5
8
7.69
92.3
47.
9091
.95
8.40
92.0
1
8.84
91.9
9
9.29
92.4
1
10.6
692
.54
12.3
092
.54
22.1
292
.61
30.0
093
.14
4.012408720.89mE 332465.22mN Brg 80178.9Open Channel
92.2922/10/2013
C C
Left Bank Right Bank
Remains FlatRemains Flat Long Grass
Trees
Vegetation 1h Vegetation 2h
Trees
Footpath
270dia Pipe320dia PipeGravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
92.9
2
0.52
92.8
2
2.29
92.7
4
2.75
92.8
4
4.13
92.1
2
5.03
92.1
9
5.65
92.0
0
6.05
92.8
0
8.60
92.5
8
11.8
792
.91
4.013408731.51mE 332447.68mN Brg 96202Structure Section @ D/S Twin Pipe Culvert
92.3692.3492.64
22/10/2013C C
Right Bank
Vegetation 1h
Trees
Vegetation 1h
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 89.00
0.00
92.9
2
0.87
92.7
9
1.29
92.3
61.
5192
.28
1.85
92.3
42.
1092
.92
3.34
92.9
6
4.09
92.7
3
4.72
92.6
9
4.014408732.91mE 332445.44mN Brg 127205.7Structure Section @ U/S Twin Pipe Culvert
93.0323/10/2013
C C
Left Bank Right Bank
Continues Rising
Long GrassGround waterlogged in this area at time of survey
in this area at time of survey Ground waterlogged
Footpath
PRF 1.20ht
TreesGrassLong Grass
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
95.2
5
5.93
93.6
9
13.8
893
.13
16.4
493
.19
16.9
893
.03
17.1
792
.57
17.4
592
.61
17.7
792
.66
18.1
393
.04
21.5
493
.09
23.0
592
.90
24.4
993
.05
27.2
393
.26
36.1
793
.76
40.8
794
.52
4.015408722mE 332422.26mN Brg 63221Open Channel
93.3423/10/2013
CC
Left Bank Right Bank
Continues Rising
Continues Rising
Long GrassWaterlogged ground
Vegetation 1h
Trees Hedge 2hLong Grass
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
94.8
4
3.69
93.9
9
11.4
693
.84
16.7
194
.32
18.2
194
.46
19.4
493
.48
20.6
793
.35
21.0
193
.00
21.4
993
.04
21.9
993
.09
22.1
993
.50
23.4
193
.72
24.3
594
.70
27.5
194
.96
33.0
795
.60
4.016408733.88mE 332391.67mN Brg 55250.9Open Channel
CAD REFERENCE c Tower Surveys Limited.
0 10 METRES
DRAWING NUMBER
PROJECT
CHECKED
ENGINEER
CTB REFERENCE
GENERAL
APPRDRWNDATEREV
INFORMATION
A0NOTES
4. IF IN DOUBT ASK.
3. CHECK SCALE BAR AND GRID BEFORE TAKING NON-FIGURED DIMENSIONS
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL OTHER RELEVANT DRAWINGS/DOCUMENTATION.
NOT TO SCALE
DRAWN
APPROVED
REVISION
DATE
SCALE
DRAWING DETAIL
PROJECT TITLE
CLIENT
CHKDDESCRIPTION
DRAWING STATUS
FROM THIS DRAWING.
LOCATION PLAN
1. SURVEY CONTROL:
A) SURVEY GRID (HORIZONTAL):
THIS SURVEY IS ORIENTATED TO ORDNANCE SURVEY GRID NORTH. THE SURVEY IS TOA PLANE GRID. HORIZONTAL MEASUREMENTS TAKEN FROM THIS SURVEY WILL BEGROUND DISTANCE.
FULL ORDNANCE SURVEY CO-ORDINATES CAN BE CALCULATED BY SCALING THESURVEY ABOUT THE CENTRE POINT, WITH CO-ORDINATES 408382.332 E 332447.606 NAND APPLYING THE LOCAL SCALE FACTOR (LSF):
SHIFT: NOT REQUIREDSCALE: LSF = 0.99960ROTATION: NOT REQUIRED
(FOR THIS RELATIVELY LOW LEVEL SITE, MEAN SEA LEVEL CORRECTIONS (MSL) AREDEEMED TO BE INSIGNIFICANT AND HAVE THEREFORE NOT BEEN APPLIED.)
B) VERTICAL DATUM:
ALTITUDES FOR THE CONTROL ARE BASED UPON GPS DERIVED HEIGHTS ANDCONVERTED TO ORTHOMETRIC HEIGHTS (ORDNANCE DATUM NEWLYN - ODN)USING OSGM02 TRANSFORMATION PARAMETERS.
C) GPS CONTROL
THE CO-ORDINATE SYSTEM USED FOR THE PRIMARY CONTROL IS OSGB36; THISHAS BEEN CALCULATED FROM ETRS89 USING OSTN02 TRANSFORMATIONPARAMETERS.
METHOD: FOR THIS PARTICULAR PROJECT, THE “TRIMBLE VRS NOW” NETWORKHAS BEEN USED. OBSERVATIONS HAVE BEEN TAKEN ON THE FOLLOWING DATE(S): 14/01/2013
15/01/2013
MANUFACTURERS QUOTED ACCURACY IS RMSE 10 – 20 mm IN PLAN AND 20 – 30mm IN HEIGHT. HOWEVER, RESULTS MAY VARY DURING THE DAY AND CERTAINCONDITIONS COULD CAUSE DEGRADATION TO THE FINAL SOLUTIONS. FORSALIENT CONTROL AND WHEREVER POSSIBLE AND PRACTICAL, TOWERSURVEYS HAVE USED AN OPEN SKY WITH GOOD SATELLITE GEOMETRY SO ASTO MAINTAIN THE HIGHEST ACCURACY POSSIBLE.
PARKLANDS1 LYME DRIVE
STOKE-ON-TRENT
TEL:+44 (0)1782 667550ST4 6NW
www.towersurveys.co.uk
FAX:+44 (0)1782 667501
• NO ALLOWANCE HAS BEEN MADE FOR SUB SURFACE ENTRY INTO MANHOLES OR OTHERCHAMBERS OR VOIDS BELOW GROUND LEVEL. THEREFORE ANY DETAILS RELATING TODEPTHS, SIZES ETC. ARE TAKEN FROM ABOVE GROUND AND AS SUCH WILL BE APPROXIMATEONLY.
• THE CONTRACTOR IS TO CHECK AND VERIFY ALL CRITICAL DIMENSIONS AND LEVELS BEFOREWORK STARTS.
• BURIED SERVICES SHOWN ON THIS DRAWING MAY BE ASSUMED ROUTES AND WILL NORMALLYBE OF UNKNOWN CONDITION, CONTRACTORS SHOULD UNDERTAKE SUITABLE VALIDATIONWORK AND TAKE PARTICULAR CARE DURING EXCAVATION WORK; SAFE DIGGING PRACTICESSHOULD BE FOLLOWED.
• SHOULD THERE BE ANY CONFLICT BETWEEN THE DETAILS INDICATED ON THIS DRAWING ANDTHOSE INDICATED ON OTHER DRAWINGS, THEN TOWER SURVEYS SHOULD BE INFORMEDPRIOR TO CONSTRUCTION ON SITE.
• IT IS IMPORTANT TO NOTE THAT THE SAME ACCURACIES IMPLIED BY THE PLOTTING SCALEARE EQUALLY APPLICABLE TO DIGITAL DATA SUPPLIED FOR CAD.
• EVERY EFFORT IS MADE TO IDENTIFY ALL VISIBLE ABOVE GROUND FEATURES. HOWEVER, ITSHOULD BE BORNE IN MIND THAT THERE MAY BE ITEMS OBSCURED AT THE TIME OF SURVEY.
• VISIBLE FEATURES IN THE VICINITY OF THE BOUNDARIES, AS SHOWN ON THIS SURVEY, MAYNOT REPRESENT THE EXTENT OF LEGALLY CONVEYED OWNERSHIP.
93.3m
90.2m
FB
92.0m
Collects
Issues
Hazelwalls89.6m
Ordnance Survey, (c) Crown Copyright 2013. All rights reserved. Licence number 100022432
SORREL
PARK
LEFT
MIDDLE RIG
HT
5. BACKGROUND MAPPING BASED ON ORIGINAL TOPOGRAPHICAL SURVEYR-S7198_204-206_ISSUE02.DWG DATED JANUARY 2013.ADDITIONAL BACKGROUND MAPPING FROM ORDNANCE SURVEY MASTER MAP DATA.
6. OS COPYRIGHTORDNANCE SURVEY © CROWN COPYRIGHT 2012. ALL RIGHTS RESERVED.LICENCE NUMBER 100043548
93.5723/10/2013
C
C
Left Bank Right Bank
PWF 1.20htTrees
Long Grass
Continues Rising Flattens Out
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 90.00
0.00
95.3
1
3.25
94.4
7
11.0
194
.73
17.1
794
.68
17.7
793
.78
18.1
193
.43
18.8
693
.44
19.0
293
.63
21.0
693
.87
22.8
595
.76
24.4
895
.22
24.5
595
.20
4.017408733.45mE 332377.61mN Brg 77274.9Open Channel
94.0023/10/2013
C C
Right Bank
Flattens Out
Continues Rising
Trees
Gravel
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 91.00
0.00
96.7
6
5.48
95.9
3
7.60
96.0
2
14.6
395
.50
21.3
095
.20
21.6
095
.12
22.6
494
.28
22.8
693
.83
23.5
693
.85
24.1
593
.94
24.4
994
.14
27.7
995
.36
30.4
796
.06
4.018408738.45mE 332351.23mN Brg 87307.8Open Channel
95.3723/10/2013
C C
Left Bank Right Bank
Flattens Out
Long Grass
PWF 1.20ht
Trees
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 92.00
0.00
100.
01
10.5
298
.38
15.5
996
.74
19.1
996
.14
21.9
795
.94
23.5
895
.10
24.0
494
.78
24.4
894
.98
24.8
595
.44
25.6
696
.08
29.1
596
.36
30.7
896
.56
4.019408740.39mE 332313.6mN Brg 76340.2Open Channel
96.9923/10/2013
C C
Left Bank Right Bank
Fallen Tree hereArea flooded at time of survey
SiltSilt
Vegetation 1ht
PWF 1.20ht
Grass
Continues Rising
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 93.00
0.00
99.9
5
6.38
98.7
7
13.8
997
.20
14.3
197
.18
14.7
296
.97
16.3
596
.94
16.8
396
.22
17.4
796
.17
17.8
996
.82
21.6
096
.98
22.4
896
.69
23.3
096
.18
4.020408755.71mE 332286.74mN Brg 59363.5Open Channel
97.6723/10/2013
C C
Left Bank Right Bank
Silt
PWF 1.20htPWF 1.20ht
PWF 1.20ht
Long Grass
Vegetation 1htVegetation 1ht
Trees
Area WaterloggedArea Waterlogged
Long Grass
Long Grass
Continues Rising
Rises Gently
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 94.00
0.00
99.5
0
10.9
798
.23
14.3
097
.92
18.0
997
.64
18.1
197
.27
18.5
697
.41
18.7
097
.72
22.5
097
.50
24.2
897
.63
28.1
198
.35
30.4
898
.48
31.0
298
.58
4.021408777.79mE 332253.14mN Brg 46399.4Open Channel
98.5323/10/2013
C C
Left Bank Right Bank
Continues Rising
Remains Flat
PWF 1.20ht
Long Grass
Vegetation 1ht
TreesVegetation 1htWaterlogged ground
PWF 1.20htLong Grass
Silt
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 95.00
0.00
101.
78
5.16
100.
50
9.42
99.9
5
14.3
699
.65
18.2
798
.98
21.4
398
.63
22.1
798
.46
22.4
197
.82
22.8
897
.84
23.2
697
.94
23.6
298
.48
26.0
798
.64
28.5
799
.29
29.2
999
.28
4.022408777.41mE 332237mN Brg 114444.6Open Channel
99.4523/10/2013
CC
Left Bank Right Bank
Remains Flat
Continues Rising
Grass
Grass PWF 1.20ht
Silt
Vegetation 1htGrass
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 96.00
0.00
103.
54
7.23
102.
17
13.0
710
0.67
14.3
310
0.10
17.3
899
.36
17.7
099
.17
18.0
599
.17
18.4
299
.49
18.4
799
.58
22.7
599
.57
28.9
599
.67
4.023408779.46mE 332201.26mN Brg 74466.4Open Channel
100.1823/10/2013
C
C
Left Bank Right Bank
Remains Flat
Grass
PWF 1.20ht
CHAINAGE
HARD BED
BED LEVELS
DESIGN
DATUM 97.00
0.00
103.
27
9.14
102.
21
15.7
510
1.62
17.2
610
1.00
18.4
510
0.29
18.7
199
.85
19.0
299
.86
19.2
610
0.05
19.3
010
0.05
23.6
710
0.09
30.7
610
0.09
4.024408786.4mE 332180.52mN Brg 77489.6Open Channel
33 rpsgroup.com
Planning & Development
APPENDIX C
Correspondence with Staffordshire County Council
Amy Rodwell
From: Hughes, David B (Place) [[email protected]]Sent: 12 September 2013 11:08To: Amy RodwellCc: Andrew Beard ([email protected]); Eden, Andrew J ([email protected])Subject: RE: Flood Risk Assessment Pre Planning Advice / Enquiry - Hazelwall Farm, Uttoxeter - (ST14 8DX)
Page 1 of 3
17/10/2013
Hello Amy,
Sorry for the delay, I’ve been on holiday. I believe you will be asked to provide a FRA for the site for planning. I have found the following information which may be useful.
To the south of your site is Cox Bank Farm which is a site of biological interest.
The 3 ordinary watercourses (I have no names for them I’m afraid) which you have highlighted pass through your site. Where possible, we would look for a developer to keep these watercourses open as they are likely to receive flows from a sustainable drainage solution for the site. Regarding the surface water from the site itself, at this time, the EA should advise you on the design of surface water systems. In the near future, it is likely these systems will be approved by ourselves as the Sustainable Drainage Approval Body.
There are flow-path floodplains associated with each of the ordinary watercourses. They are indicated by purple shading on the plan below. These areas are estimated by the EA using a number of approximations and lidar passes of the area. There will be no accurate modelling of these watercourses.
The northern watercourse looks to have been culverted under the site for some distance and this culvert will need to be located and surveyed. A Severn Trent sewer also discharges to this run and will need to be accommodated, see below. This could be reinstated along the northern edge of the site. In fact, we would advise you to put some form of drainage cut-off between yourself and the existing properties to the north to prevent future disputes about water logging of existing gardens due to altered levels on a new development.
The middle and eastern watercourses should also be preserved.
Your FRA for the site will need to model these watercourses and check that none of the new development will be flooded from them for the 100yr and 100yr + climate change cases. Blockage scenarios will be necessary where surface water conveyors pass through culverts or bridges.
The Picknall Brook and any of its defences do not directly affect the site, so you should concentrate on the ordinary watercourses.
There is an identified flood problem downstream of the site where the three watercourses combine before being culverted under Foxglove Avenue and entering a pipe in the play area north of Rosemary Grove (where another watercourse joins). There has been extensive flooding of this area in the past and the reason given in our records is that “the culverts is not big enough to cope with runoff from the hills (the proposed site) and the existing development”. This development presents an opportunity to solve this flooding problem and so your modelling should extend to the beginning of the culvert at grid reference 408796, 332745 and address this problem. I would suggest you also talk to Andrew Beard of East Staffs Borough Council about this. I have copied him into this e-mail.
Although we may adopt the sustainable drainage systems in the future, we would be unlikely to adopt the receiving watercourses and they will need to be accommodated into public open space and the local authority should maintain them in the future. To that end, it will be vital that an adequate maintenance access corridor is preserved adjacent to the watercourses. We would suggest 4-5m width for this corridor.
If you would like any further advice or information, please ring me on the number below.
Dave
Dave HughesFlood Risk OfficerSpecialist Highway ServicesStaffordshire County CouncilRiverwayStafford ST16 3TJ
Based at Lichfield Area Highway Office Trent Valley RoadLichfield WS13 6EUTel: 01543 334064 Fax: 01543 [email protected]
From: Bulzacchelli, Matt (Place) Sent: 06 September 2013 12:34To: Hughes, David B (Place)Cc: [email protected]: FW: Flood Risk Assessment Pre Planning Advice / Enquiry - Hazelwall Farm, Uttoxeter - (ST14 8DX)
Dave can you respond when you are back from leave.
Thanks Matt
From: Amy Rodwell [mailto:[email protected]] Sent: 02 September 2013 15:07To: Bulzacchelli, Matt (Place)Subject: Flood Risk Assessment Pre Planning Advice / Enquiry - Hazelwall Farm, Uttoxeter - (ST14 8DX)
Good afternoon Matt,
I am working on behalf of a client who is investigating a residential opportunity for approximately 400 dwellings plus (potentially) a primary school on a site of approx. 27.5 ha at Hazelwalls Farm, Uttoxeter (ST14 8DX).
I will shortly be commencing a Flood Risk Assessment to accompany the application. There appear to be 3 un-named watercourse within / adjacent to the site. I can’t find a name for any of the watercourse if you could confirm this I would be very much grateful. They appear to be tributaries of the Picknal Brook.
- Location plan attached for your reference.
I would be most grateful if you could confirm if you have any of the following information (I have asked the same of the Environment Agency):- flood level information for any of these watercourse. - any historical flooding records.
Page 2 of 3
17/10/2013
- any surface water flooding maps for the area.- there appears to be flood defences to the north east on the Picknal Brook could you please provide details.
Could you please confirm if you have any site specific requirements in relation to the FRA and if you require hydraulic modelling (confirm return periods, blockage scenarios etc) of the watercourses which are within the site and form the site’s boundaries? Please could you also confirm your easement requirements for ordinary watercourse and consenting requirements in relation to surface water outfalls / road crossing etc?
Many thanks in advance for your earliest response.
Kind regards
Amy
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Amy Rodwell BSc (Hons), MScEngineering Hydrologist - RPS Planning & DevelopmentHighfield House, 5 Ridgeway, Quinton Business Park,Birmingham, B32 1AF.United KingdomTel: +44 (0) 121 213 5500Fax: +44 (0) 121 213 5502Email: [email protected]: www.rpsgroup.com
Page 3 of 3
17/10/2013
Existing SW sewer dischrges into watercourse
North watercourse with floodplain
South watercourse with floodplain
Predicted flow route through site
Probably a good idea to install a perimeter drain between new and existing development
I think this is wrong
Where I think the culverted watercourse actually goes
Historic flood incidents in this area
Historic flooding due to combined tribs beating culvert
PICKNALL BROOK
Balance Hill
Hazelwalls
Depot
Cemetery Terrace
El
Pinfold CrossingLevel Crossing
El Sub Sta
Croft
Hilld
ene
Mortuary
Crossing
Mer
lin C
ourt
Posts
Sta
Playground
Chapel
Play
El Sub
Barn Patch
Sela
ngor
MP.75
79.6m
85.3m
89.6m
90.2m
88.4m
82.3m
98.1m
87.8m
81.4m
Rose Cottage
101.8m
Garage
A 518
Orchard
Bevere
Pc
GroveLeeze
Gov
LB
Sycamore
SER
IN C
L
LARK RISE
WEST HILL
FB
BALANCE HILL
PAR
TRID
GE
DR
IVE
TIM
BER L
ANE
CHAFFI
NCH DRIV
E
SA
ND
PIP
ER
DR
IVE
KINGFISHER WAY
SPS
SP
ESS
HAZEL CLOSE
BUNTING CLOSE
BLACKBIRD
ELDER CLOSE
SORREL CLO
SE
SEVERN CLOSE
KESTREL
STAFFORD ROAD
FENN
EL
WESTLA
NDS ROAD
CLOSE
11
CU
RLEW
110 1
7
8
5
2
3
84
19
29
73 41
15
4
10
27
20
18
17
57
60
21
14
12
16
959
81
22
6
31
88
47
4951
93
74
28
34
30
64
100
3653
42
4585
23
38
67
37
18a
35
75
40
63
51a
32
56
25
54
66
OR
IOLE C
LOSE
BROOKLANDS CLOSE
DU
NN
OC
K CLO
SE 11
12
42
16
2
6
35
2
7
15
8
5
Play
grou
nd
LB
87
5 19
4
15
6
2
4
10
30 Pla
ygro
und
1
3
22
8
15
8
1
1
9
821
5
2
10
2
20
15
3
6
6
22
11
2
1
8
7
7
14
7
16
10
12
14
7
1
12
21
82.3m
27
22
12
3
1
4
27
4
1
1
Posts
18
8
11
6
10
29
11
1
5
2
12 2
2115
1
28
37
31
47
2
6
15
8
11
21
14
11
A 518
16
10
2
KINGFISHER WAY
14
2
21
10
12
2
3
15
1
120
12
1
22
11
1
15
11
15
22
2
Playground
5
5
57
5
2
15
7
3
1
1
15
28
6
2
37
3
18
7
10
27
12
7
1
16
9
1
5
27
11
2
2
5
12
11
5
2
14
1
8
2
14
22
450mm CO
225m
m VC
375mm
CO
U
1200mm CO
150m
m VC
525mm CO
300mm PVC
300m
m VC
225m
m P
VC
300mm CO
150mm PVC
1050mm
CO
225m
m VC
225mm VC
150m
m P
VC
225m
m V
C
225mm VC
150mm VC
300m
m C
O
300m
m C
O
150m
m V
C
225mm VC
225m
m V
C
150m
m V
C
225m
m VC
1200
mm
CO
225mm VC
Drain
Picknal Brook
