Item 13 - Appendix 1

Page 1

3
3
3
3.5
3.5
SG
BALLOCH-21
E
G
TYPE XXBALLOCH-21
E
G
TYPE XX
BALLOCH-21
E
G
TYPE XX
BALLOCH-21
E
G
TYPE XX
BALLOCH-21
E
G
TYPE XX
BALLOCH-21
E
G
TYPE XX
BALLOCH-21
E
G
TYPE XX
BALLOCH-21
E
G
TYPE XX
DEAN-21
E
G
TYPE XX
AS
BALLOCH-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
AS
FENTON-21
E
G
TYPE XX
OPPDEAN-21
E
G
TYPE XX
OPPDEAN-21
E
G
TYPE XX
OPPFENTON-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
AS
FENTON-21
E
G
TYPE XX
AS
FENTON-21
E
G
TYPE XX
AS
BALLOCH-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
OPP
Public Open
Space
SuDS
Public Open
Space
Existing Planting
Existing Planting
V
V
VV
V
V
V
V
V
V
V V V V
1
2
3
4
5
6
7
89
10
11
12
13
14
15
16
17
18 19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
3435
36
37 38
39
40
41 42 43 44
45 46 47 48 49 50 51 52 53 54 55
56
57
58
59
60
61
62
63
64
77
76
65
66676869
70
71
72 73 74 75
787980
8182
83
84
85
86
87
88
89
90
9193
94
95
96
92
97
98
99
V
V
V
*
**
V
V
V
V
DEAN-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
AS
FENTON-21
E
G
TYPE XX
AS
FENTON-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
OPP
G
KINLOCH-21
E
TYPE XX
AS
BALLOCH-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
AS
DEAN-21
E
G
TYPE XX
AS
FENTON-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
OPP
DEAN-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XXOPP
BALLOCH-21
E
G
TYPE XX
OPP
BALLOCH-21
E
G
TYPE XX
OPP
FENTON-21
E
G
TYPE XX
OPP
CAMPBELL-21
E
G
TYPE XX
OPP
SG
**
*
*
* *
*
*
*
*
*
*
*
DEAN-21
E
G
TYPE XX
AS
FENTON-21
E
G
TYPE XX
AS
BALLOCH-21
E
G
TYPE XX
AS
E
G
CRAIGEND-21
TYPE XX
OPP
S/S
CAMPBELL-21
E
G
TYPE XX
OPP
G
B
GB
Additional
Show home
Parking
FENTON-21
E
G
TYPE XX
OPP
G
KINLOCH-21
E
TYPE XX
BALLOCH-21
E
G
TYPE XX
FENTON-21
E
G
TYPE XX
AS
Play
Area
Existing Dry Stone Dyke Wall to be
reshaped
Extent of Dry Stone Wall to
be retained and re-edged
Extent of Dry Stone Wall
to be repurposed for
enterance feature wall
*
*
EX. SURFACE
MH 0308
CL: 93.64
IL: TBC
EX. FOUL
MH 0304
CL: 93.59
IL: 91.67 TBC
EX. SURFACE
MH 0307
CL: 91.37
IL: TBC
EX. FOUL
MH 0303
CL: 90.68
IL: 88.18 TBC
EX. FOUL
MH 0305
CL: 87.71
IL: 85.21 TBC
EXISTING
150Ø
SURFACE
W
ATER
TBC
EXISTING
150mmØ
FOUL
SEW
ER
TBC
EXISTING
150Ø
SURFACE
W
ATER
TBC
EXISTING
150mmØ
FOUL
SEW
ER
TBC
EX. FOUL
MH 8003
CL: 78.75
IL: 77.23 TBC
EX. FOUL MH
8004
CL: 76.835
IL: 75.105 TBC
EXISTING 225 mmØ
FOUL SEWER
1.1m DEEP SUDS BASIN, VOLUME 480m³
RELEASE RESTRICTED TO 7.5 l/s. TOP OF
BASIN 96.55mAOD, INVERT LEVEL 95.45mAOD.
BASIN LEVELS, VOLUME AND RELEASE
SUBJECT TO CONFIRMATION OF LAYOUT AND
DETAILED DESIGN.
2.0m DEEP SUDS BASIN, VOLUME 1015m³
RELEASE RESTRICTED TO 5l/s. TOP OF BASIN
95.20mAOD, INVERT LEVEL 93.20mAOD.
BASIN LEVELS, VOLUME AND RELEASE
SUBJECT TO CONFIRMATION OF LAYOUT AND
DETAILED DESIGN.
EXISTING SEWERS TO BE SURVEYED AND
PROPOSED CONFIGURATION TO BE
CONFIRMED FOLLOWING DETAILED
DESIGN.
EXISTING SEWERS TO BE
SURVEYED AND
PROPOSED
CONFIGURATION TO BE
CONFIRMED FOLLOWING
DETAILED DESIGN.
DISHED
DEPRESSION WITH
IMPERMEABLE
LINER TO CONVEY
OVERLAND FLOWS
FROM BASIN
OVERFLOW
TOWARDS FARM
ROAD.
375Ø  1/21
375Ø  1/87
ST
ST ST ST
ST
ROADSIDE FILTER
TRENCHES TO PROVIDE
SECOND LEVEL OF
SURFACE WATER
TREATMENT
POROUS PAVING TO
PROVIDE ATTENUATION
AND TREATMENT FOR
SURFACE WATER RUNOFF.
FLOW CONTROL AT S86 TO
RESTRICT FLOW TO 2l/s.
NETWORK PRIVATE
UPSTREAM OF S86.
FLOW CONTROL AT
S83 TO RESTRICT
FLOW TO 2l/s
S63
CL: 76.912
IL: 75.256
S56
IL: 94.753
S55
IL: 95.076
S75
CL: 96.40
IL: 95.129
S53
CL: 97.630
IL: 95.755
S50
CL: 98.095
IL: 96.295
S49
CL: 99.733
IL: 98.008
S47
CL: 101.652
IL: 99.927
S45
CL: 105.821
IL: 104.096
S52
CL: 97.658
IL: 95.417
S51
CL: 98.936
IL: 97.10
S39
CL: 99.716
IL: 97.915
S38
CL: 100.733
IL: 98.933
S37
CL: 103.256
IL: 101.531
S35
CL: 105.441
IL: 102.446
S34
CL: 104.521
IL: 102.661
F21
CL: 105.264
IL: 101.867
F22
CL: 105.483
IL: 101.693
F23
CL: 103.288
IL: 101.081
F24
CL: 100.776
IL: 98.483F25
CL: 99.833
IL: 97.465
F26
CL: 98.979
IL: 96.65
F27
CL: 97.677
IL: 94.967
F34
CL: 77.017
IL: 75.667
F35
CL: 105.791
IL: 103.646
F36
CL: 101.609
IL: 99.477
F37
CL: 99.754
IL: 97.558
F38
CL: 98.143
IL: 95.845
F39
CL: 97.627
IL: 95.305
225Ø 
1/40
150Ø 
1/60
150Ø 
1/60
225Ø 
1/150
150Ø 
1/12
225Ø 
1/13
150Ø  1/16
300Ø  1/19
300Ø  1/18
150Ø  1/19
300Ø  1/21
150Ø  1/18
525Ø  1/149
450Ø 
1/67
300Ø  1/23
150Ø  1/22
150Ø  1/10
225Ø  1/17
150Ø  1/17
225Ø 
1/14
150Ø 
1/13
225Ø 
1/15
150Ø 
1/14
375Ø  1/150
150Ø  1/108
150Ø  1/31
EXMH 6002
CL: 74.358
IL: 72.728
S64
CL: 75.50
IL: 73.85
OVERSIZED PIPE TO
PROVIDE ATTENUATION
ST
F30
CL: 94.637
IL: 91.83
S61
CL: 79.817
IL: 76.904
S59
CL: 83.727
IL: 82.20
S58
CL: 84.345
IL: 83.00
F31
CL: 84.938
IL: 82.96
F32
CL: 84.066
IL: 81.80
F33
CL: 79.718
IL: 76.49
150Ø 
1/10
150Ø 
1/19
150Ø 
1/4
150Ø 
1/4
150Ø  1/110
150Ø  1/85
150Ø 
1/6
G
GGG
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
S57
CL: 96.30
IL: 94.70
S79
CL: 95.50
IL: 91.598
150Ø 
1/10
150Ø 
1/6
525Ø 
1/183F28
CL: 95.757
IL: 93.936
F29
CL: 95.808
IL: 93.452
150Ø  1/19
150Ø 
1/25
EXISTING SURFACE WATER NETWORK
CONFIRMED VIA SURVEY. LEVEL INFO AND
POSITION TO BE  CONFIRMED PRIOR TO
CONSTRUCTION COMMENCING.
S91
CL: 74.50
IL: 72.825
150Ø  1/73 150Ø  1/73
GG
G
G
G
G
GG
GG
G
G
G
G
G
G
G
S1
CL: 104.102
IL: 102.20
S2
CL: 104.658
IL: 102.143
S3
CL: 103.966
IL: 101.76
S4
CL: 100.751
IL: 98.70
S18
CL: 104.112
IL: 102.228
S19
CL: 103.024
IL: 101.161
S5
CL: 100.595
IL: 98.598
S13
CL: 104.292
IL: 102.373
S14
CL: 102.453
IL: 100.562 S76
CL: 98.266
IL: 96.148
S16
CL: 97.576
IL: 95.382
S11
CL: 94.307
IL: 92.196
S78
CL: 93.483
IL: 91.147
S86
CL: 94.205
IL: 92.537
F1
CL: 104.134
IL: 102.186
F2
CL: 104.688
IL: 102.038
F3
CL: 103.980
IL: 101.091
F4
CL: 100.782
IL: 98.448
F18
CL: 104.088
IL: 101.903
F19
CL: 102.962
IL: 100.825
F20
CL: 100.987
IL: 98.885
F5
CL: 100.616
IL: 98.217
F6
CL: 96.553
IL: 94.087
F14
CL: 104.314
IL: 102.096
F15
CL: 102.483
IL: 100.289 F16
CL: 101.803
IL: 99.636
F17
CL: 97.619
IL: 95.89
F10
CL: 94.117
IL: 92.40
F11
CL: 93.955
IL: 91.83
F12
CL: 93.845
IL: 91.722
F42
CL: 95.66
IL: 93.94
F41
CL: 98.270
IL: 96.469
S15
CL: 101.768
IL: 99.835
150Ø  1/60
300Ø  1/149
150Ø  1/60
300Ø  1/150
150Ø  1/17
150Ø  1/16
150Ø  1/16
150Ø 
1/14
150Ø  1/38
150Ø 
1/10
150Ø 
1/15
150Ø  1/15
225Ø  1/13
225Ø  1/13
150Ø  1/15150Ø  1/17 150Ø  1/13
150Ø  1/22
150Ø  1/14
150Ø  1/19
300Ø  1/17
150Ø 
1/149
150Ø  1/29
150Ø  1/150150Ø  1/91
150Ø 
1/16
150Ø 
1/23
150Ø  1/50
150Ø  1/33
G
G
S6
CL: 96.548
IL: 94.43
S7
CL: 95.988
IL: 93.412
S17
CL: 95.744
IL: 93.68
S8
CL: 96.00
IL: 93.374 HW10
IL: 93.20
S87
CL: 95.637
IL: 91.945
S81
CL: 94.082
IL: 91.788
S82
CL: 93.909
IL: 91.715
S83
CL: 93.811
IL: 91.684
F8
CL: 95.900
IL: 93.930
F9
CL: 95.768
IL: 93.42
HW92
IL: 93.35
S93
CL: 95.872
IL: 93.630
525Ø  1/250
375Ø  1/41
150Ø  1/18
375Ø  1/150
375Ø  1/150
150Ø  1/150
525Ø  1/416
750Ø  1/250
375Ø 
1/19
525Ø  1/250
750Ø  1/250
150Ø  1/16750Ø  1/250
S11 CONTROL
MANHOLE TO
RESTRICT FLOW TO
5l/s AS PER BASIN
CONSTRUCTION
DETAILS DRAWING
S57 CONTROL
MANHOLE TO
RESTRICT FLOW TO
7.5l/s AS PER BASIN
CONSTRUCTION
DETAILS DRAWING
3.5
3
3
LEGEND
DENOTES AREA OF PIPE SERVITUDE
1. ALL ADOPTABLE DRAINAGE TO BE INSTALLED TO
THE COMPLETE SATISFACTION OF SCOTTISH
WATER AND IN ACCORDANCE WITH THE SEWERS
FOR SCOTLAND - 4TH EDITION.
2. ALL BUILDING DRAINAGE TO COMPLY WITH LOCAL
AUTHORITY, DEPARTMENT OF SEWERAGE
STANDARD DETAILS WHERE APPLICABLE AND
STANDARD DETAILS FOR SCOTTISH WATER.
3. ALL EXTERNAL GULLY/SUMP UNIT TAILS AND
BRANCH CONNECTION FROM DISCONNECTING
MANHOLES TO BE 150MM Ø SUITABLY ENCASED IN
CONCRETE.
4. ALL PIPES WITHIN THE SITE BOUNDARIES TO HAVE
A 150MM THICK CONCRETE SURROUND WHERE
CROWN TO COVER OF PIPE IS LESS THAN
a) 1.5M IN AREAS SUBJECT TO TRAFFIC LOADS
b) 1.2M IN AREAS FOR PEDESTRIANS OR SOFT
LANDSCAPING
5. ALL PIPES UP TO 450mm DIAMETER TO BE EITHER
OSMA ULTRA-RIB uPVC PIPES. ALL PIPES OVER
450mm TO BE CLASS M CONCRETE TO BS5911.
6. ALL PIPE MATERIALS TO BE CONSISTENT
BETWEEN MANHOLES.
7. INVERT LEVELS OF EXISTING SEWERS TO BE
CONFIRMED ON SITE BEFORE ANY SEWER WORK
UNDERTAKEN. ANY DISCREPANCIES FOUND
SHOULD BE NOTIFIED TO ENGINEERS.
8. FOR DISCONNECT CHAMBERS THE MINIMUM
INTERNAL DIMENSIONS SHALL BE CIRCULAR
450mm DIAMETER (as per BS 8301)
9. WHERE HOUSE DRAINAGE IS TAKEN THROUGH
BLOCK CARE IS TO BE TAKEN THAT FOUNDATION
LEVELS AND DRAINAGE RUNS DO NOT CLASH.
10. BRANCH CONNECTIONS INTO MAIN LINES TO BE
ACHIEVED VIA ANGLED  BRANCHES. WHERE 90°
BRANCHES ARE REQUIRED THESE SHOULD BE
"SWEPT" BRANCHES. EQUAL 90° BRANCHES ARE
NOT PERMITTED.
11. THE APPROXIMATE POSITION OF SCOTTISH
WATER'S APPARATUS HAS BEEN SHOWN ON THIS
DRAWING. THE CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING THE TRUE POSITION OF ALL
SERVICES PRIOR TO COMMENCING ON SITE.
12. THE CONTRACTOR IS RESPONSIBLE FOR MAKING
APPLICATION TO CONNECT TO THE PUBLIC SEWER
VIA SCOTTISH WATER. NOTE THE APPLICATION
CAN TAKE SEVERAL WEEKS TO PROCESS.
13. THE CONTRACTOR IS REQUIRED TO INFORM THE
ENGINEER AND SCOTTISH WATER AT LEAST 1
WEEK IN ADVANCE OF STARTING ANY WORKS AT
OR NEAR TO SCOTTISH WATER'S APPARATUS.
14. WHERE POSSIBLE DURING THE WORKS, THE
CONTRACTOR TO PROVIDE CO-ORDINATES OF
SCOTTISH WATER'S EXISTING APPARATUS. THIS
INFORMATION IS TO BE PROVIDED TO THE
ENGINEER FOR ADDITION TO THIS DRAWING.
15. NO DRIVEWAY GRADIENTS GREATER THAN 8%.
16. ACO DRAINS TO BE INSTALLED ON LOW SIDE OF
PRIVATE DRIVEWAYS TO COLLECT SURFACE
WATER RUN OFF.
LEGEND
PROPOSED  SURFACE WATER SEWER
PROPOSED FOUL SEWER
EXISTING FOUL SEWER
EXISTING SURFACE WATER SEWER
PROPOSED ROADSIDE FILTER TRENCH
PROPOSED BIORETENTION UNITS
PROPOSED FOUL DISCONNECT
PROPOSED SW DISCONNECT
NOTE- ALL DISCONNECTION CHAMBERS WITHIN
PLOTS WITH BOUNDARY TREATMENT TO BE SET
0.8-1m BEHIND HEEL KERB
PROPOSED GULLY
ST
BU
G
3
3
EX. FOUL
MH 8003
CL: 78.75
IL: 77.23 TBC
EX. FOUL MH
8004
CL: 76.835
IL: 75.105 TBC
EXISTING 225 mmØ
FOUL SEWER
EXISTING SEWERS TO BE SURVEYED AND
PROPOSED CONFIGURATION TO BE
CONFIRMED FOLLOWING DETAILED
DESIGN.S63
CL: 76.912
IL: 75.256
F34
CL: 77.017
IL: 75.667
150Ø  1/31
S64
CL: 75.50
IL: 73.85
S61
CL: 79.817
IL: 76.904
S59
CL: 83.727
IL: 82.20
F32
CL: 84.066
IL: 81.80
F33
CL: 79.718
IL: 76.49
150Ø 
1/10
150Ø 
1/19
150Ø  1/4
150Ø  1/4
150Ø  1/110
150Ø  1/85
Project Title:
Drawing Title:
Drawn By:
Drawing Number:
Checked By:
Date Drawn:
Revision:
Issue Status:
Scales:
DateDrwnRev Description Chckd
NOTES:
· DO NOT SCALE FROM THIS DRAWING
· THE CONTRACTOR SHALL BE RESPONSIBLE  FOR
CHECKING AND VERIFICATION OF ALL DIMENSIONS
ON SITE  PRIOR TO COMMENCEMENT
· THE CONTRACTOR SHALL CONFIRM AND BRING TO
THE ATTENTION OF THE ENGINEER ANY
DISCREPANCIES CONTAINED IN THIS DRAWING
PRIOR TO COMMENCEMENT.
© Indev Consult Ltd
Phone: 01698 744 610
Email: info@indevconsult.com
Website: www.indevconsult.com
Address: Duart House, 3 Finch Way, Strathclyde Business
Park, Bellshill, ML4 3PR
B21-028-50
AS SHOWN06.04.2023
DWDW
FARM ROAD
DUNTOCHER
SERVITUDE
AGREEMENT
Barratt Homes West Scotland and David Wilson Homes Scotland
7 Buchanan Gate. Cumbernauld Road. Stepps. Glasgow. G33 6FB
Tel : 0141 779 8300
Fax : 0141 779 8301
www.barratthomes.co.uk
www.dwh.co.uk
EXTENTS OF SERVITUDE AGREEMENT
SCALE 1:250
LOCATION PLAN
SCALE 1:1250
0 20
SCALE 1:1250
10 50 100m
0 5 15 20 25m
SCALE 1:250
10
A Amended as per Raeburn
comments
DW 20.04.2023
B Amended as per latest basin
design.
DW 08.01.2024
ITEM 13 - APPENDIX 1