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01
PN
Proposed
Column:
6m CU Phosco Forest (or similar approved)
tubular HDG steel with planted base, reference
R250601H5030, shaft thickness 3mm, 76mm
outside diameter shaft, base thickness 5mm
Lantern:
post top mounted Vision Illumination Lockheed LED
Tilt: 5°
Number of LED's: 18
Photometric file: "2735279MEC.IES"
Driver: factory fitted
PECU: Royce Thompson Oasis 2000 35/18lux
1:0.5 ratio
To Flintshire CC specifications.
Key
Vision Illumination - Lockheed LED lantern
(for illustrative purposes only)
Lighting column ducting chamber 300mm x 300mm.
Road crossing ducting chamber 450x450mm.
100mm MDPE 100mm MDPE 100mm MDPE
01 = Proposed Column Number
PN = Proposed Private Network Connection
Column numbering to be finalised with the
Authoritative Engineer
Proposed column scheme number
PVC/SWA/PVC cable (marked "Street Lighting") in
100mm orange MDPE duct at 750mm cover across
highway and car park and 450mm cover in footway
and service strip. Minimum of two ducts crossing
roads and two ducts within the footways. Preferred
number of ducts indicated on drawing.
All ducting chambers to be from the Titan range D400
with B125 Lids to Flintshire CC specifications.
35
FP0
Proposed Feeder Pillar
Manufacturer: Lucy Zodion
Order code: "14-HDG-5-J"
Description: single door Fortress made of 5mm HDG steel
External dimensions: 836mm (H) x 600mm (W) x 250mm (D)
Backboard dimensions: 590mm x 675mm
Supply in: FP2 - DNO unmetered supply
FP3 - incoming private supply from FP2
FP4 - incoming private supply from FP3
Supply out: FP1 x8 outgoing circuits, FP2 x5 outgoing circuits
and FP4 x3 outgoing circuits. All with MCB Type C protection.
Feeder pillar reference number.
0.68lux isolux contour line - BS5489: 2013 P4 (s/p=2.0) -
minimum
3.4lux illustrative isolux contour line -BS5489: 2013 P4
(s/p=2.0) - average
!
Hazards:
1. Overhead electricity cables
2. Overhead telecomms cables
Proposed
Column:
6m CU Phosco Forest (or similar approved)
Hinged HDG steel with planted base,
reference R250601H5030, shaft thickness
3mm,76mm outside diameter shaft, base thickness
5mm
Lantern:
post top mounted Vision Illumination Lockheed
Tilt: 5°
Number of LED's: 18
Photometric file: "2735279MEC.IES"
Driver: factory fitted
PECU: Royce Thompson Oasis 2000 35/18lux
1:0.5 ratio
To Flintshire CC specifications.
03
Proposed - adoptable - See drawing 19135-D-01
Column:
8m CU Phosco Forest (or similar approved)
Lantern:
1.5m Bracket arm, side mounted Vision
Illumination Lockheed LED
To Flintshire CC specifications.
!
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3
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3.4
3.4
1. Column foundations to be as per Local Authority
Standard Detail drawing.
2. Column positions to be agreed on site with the Local
Authority Street Lighting Engineer. All columns to be sited
within the adoptable highway and generally in compliance
with the current Local Authority Design Guide for
Residential areas. Columns shall not be installed within
dropped kerb areas.
3. Column numbering to be agreed with the Local
Authority Street Lighting Engineer.
4. The Contractor is to provide Local Authority with
as-built drawings, test certificates and column and lantern
data sheets.
5. All Street Lighting works to be carried out by Local
Authority approved contractors.
6. A list of proposed equipment is to be rendered by the
contractor for approval by the Local Authority Street
Lighting Engineer prior to the installation.
7. The contractor to liase with Distribution Network
Operator with regard to connections and disconnections
of feeder pillars and illuminated signs.
8. All lighting columns to be erected with a minimum
clearance of 1m to the driveways.
9. Minimum distance for a column to be erected in a
service strip is 1m back from the front face of the column
to kerb edge.
10. All wiring including component labelling to be in
accordance with BS7671.
11.Prior to excavation works, the installation contractor
must be aware of underground services or hazards which
may be encountered in the installation of the lighting
system. Advice should be sought from the developer's
engineering representative.
12. The installation contractor must be aware of any
overhead obstructions. Advice should be sought from the
developer's engineering representative.
13. Until technical approval has been obtained from the
relevant adopting authority, it should be understood that
all drawings issued are preliminary and NOT for
construction. Should the contractor commence site work
prior to approval being given, it is entirely at their own risk.
14. Contractors must be NICEIC or ECA registered, and
Sector Scheme approved.
15. Appendix 1 ("Schedule of proposed lighting
equipment" from NWSLG specification) to be submitted
prior to any work commencing.
Notes
Table A.5 Lighting classes for subsidiary roads with a typical speed of main user v ≤ 30 mph
A)
Busy traffic flow refers to areas where the traffic usage is high and can be associated with local amenities such
as clubs, shopping facilities, public houses, etc.
B)
Normal traffic flow refers to areas where the traffic usage is of a level equivalent to a housing estate
access road.
C)
Quiet traffic flow refers to areas where the traffic usage is of a level equivalent to a residential road and mainly
associated with the adjacent properties or properties on other equivalent roads accessed from this road.
Traffic flow Lighting class
Ambient luminance:
very low (E1)
Busy
A)
NOTE 1 Table A.5 assumes no parked vehicles – see risk assessment in A.3.3.2.
NOTE 2 If facial recognition is important then an ES lighting class from BS EN 13201-2:2003, Table 5, or
an ESC lighting class from CIE 115:2010 [N1], Table 7, can be selected as an additional criterion. Good colour
rendering contributes to better facial recognition. (The ES lighting class in BS EN 13201-2:2003 is expected to be
replaced by SC upon publication of the revised edition.)
Ambient luminance:
low (E2)
Ambient luminance:
moderate (E3)
Ambient luminance:
high (E4)
S3 or P3 S3 or P3 S2 or P2 S2 or P2
Normal
B)
S4 or P4 S4 or P4 S3 or P3 S3 or P3
Quiet
C)
S5 or P5 S5 or P5 S4 or P4 S4 or P4
NOTE 3 To ensure adequate uniformity, the actual value of the maintained average illuminance is not to
exceed 1.5 times the value indicated for the class.
NOTE 4 It is recommended that the actual overall uniformity of illuminance Uo be as high as reasonably
practicable.
NOTE 5 Grey highlighting indicates situations that would not usually occur in the UK.
NOTE 6 The ambient luminance descriptions E1 to E4 refer to the environmental zone as defined in ILP GN01 [N5].
Photopic
illuminance
(lux) for
R
a
<60
Photopic illuminance (lux) for R
a
≥ 60 according to S/P ratio of lamp
0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8
15.0 14.3 14.0 13.7 13.4 13.1 12.8 12.6 12.3 12.1 11.8 11.6 11.4
9.4 9.1 8.9 8.6 8.4 8.1 7.9 7.7 7.5 7.3 7.2 7.0
7.0 6.7 6.5 6.3 6.0 5.9 5.7 5.5 5.3 5.2 5.0 4.9
4.5 4.3 4.1 4.0
2.6
1.7
2.5
1.6
2.3
1.5
2.2
1.4
3.8
2.1
1.3
3.7
2.0
1.2
3.5
1.9
1.2
3.4
1.8
1.1
3.3
1.7
1.0
3.2
1.7
1.0
3.1
1.6
0.9
3.0
1.6
0.9
10.0
7.5
5.0
3.0
2.0
LPS, HPS
MH
(warm
white,
S/P
~1.2,
R
a
≥60)
LED
(cool
white,
S/P
~2.0,
R
a
≥60)
Induction
lamp
(S/P
~1.2,
6500k,
R
a
≥60)
MH
(daylight,
S/P
~2.4,
R
a
≥60)
Table 1. Illuminance for lighting in subsidiary roads to maintain equal visual amenity under light sources of different S/P ratio. These
values provide equal mesopic illuminance according to CIE recommended system for mesopic photometry assuming an average
luminance coefficient of q
0
= 0.07. Illuminances for intermediate values of S/P ratio can be determined by linear interpolation.
Note: Lamps are given as examples only: for any lamp used, the actual S/P ratio should be obtained from the lamp manufacturer.
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1
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3
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4
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5
P
N
A
1
P
N
A
2
P
N
A
3
P
N
A
4
P
N
A
5
P
N
!! !
!
!
!
2
2
22
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FP3
100mm MDPE100mm MDPE100mm MDPE100m
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100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE
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100mm MDPE100mm MDPE
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1.1
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2.1
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1.2
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3.1
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3.2
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1.3
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1.4
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5.1
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5.2
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1.5
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6.1
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7.1
PN
6.2
PN
6.3
PN
6.4
PN
6.5
PN
6.6
PN
6.8
PN
6.9
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6.10
PN
6.11
PN
6.12
PN
6.14
PN
8.1
PN
8.2
PN
8.3
PN
8.4
PN
8.6
PN
8.7
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4.1
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4.2
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4.3
PN
6.7
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1
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5
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8.5
PN
WF_W
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WF_LINC.SM
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WF_M
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WF_MARW.DM.2.0
WF_LEAM
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WF_
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WF_SHAF.DM.3.0WF_SHAF.DM.3.0
WF_SHAF.D
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WF_SHA
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WF_SHAF.D
M.3.0
WF_
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M.3.0
WF_SHAF.D
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WF_LUDL.SM.4.0WF_LUDL.SM.4.0
WF_OXFOQ.DM
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WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_LUDL.SM
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WF_LUDL.SM
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WF_WARW.DM.5.0
WF_W
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WF_W
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WF_WARW.DM.5.0
WF_WARW.D
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WF_WARW.DM.5.0
WF_W
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WF_
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WF_WARW.DM.5.0
WF_
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WF_OXFQ.DM.1.0
WF_WARW.DM.5.0
WF_WARW.DM.5.0
WF_O
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WF_O
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WF_
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WF_OXFO.DM.3.0
WF_
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WF_OXFO
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WF_OXFO
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WF_OXFQ
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WF_
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WF_OXFO.DM.3.0
WF_CAMB.DM.4.0
WF_C
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WF_CAMB.DM.4.0
WF_
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WF_LEAM
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WF_CAM
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WF_M
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WF_CAMB.DM.4.0
WF_CANT.DM.2.0
WF_M
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WF_MARW.D
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WF_
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WF_
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WF_M
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WF_
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WF_MARW.D
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WF_
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WF_MARW.DM.2.0
WF_MARW.DM.2.0
WF_MARW
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WF_M
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WF_SHRB.D
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WF_LEAMQ.DM.1.0
WF_LEAMQ.DM.1.0
WF_
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WF_STRA.DM.4.0
WF_LEAMQ.DM.1.0
WF_CAMB.DM.4.0
WF_LEAM
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WF_LEAMQ.DM.1.0
WF_AVON.EM.2.1 WF_AVON.MM.2.1
WF_AVON.EM.2.1WF_AVO3.MM.1.0
WF_AVON.EM.2.1
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WF_AVON.EM.2.1
WF_AVON.MM.2.0
WF_AVO3.MM.2.0
WF_AVON.EM.2.1
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WF_OXFOQ.DM.1.0
WF_OXFOQ.DM.1.0
WF_OXFOQ.DM.1.0
WF_OXFOQ.DM.1.0
WF_OXFOQ.DM.1.0
WF_YORK.SM.2.0
WF_YORK.SM.2.0
WF_LINC.SM.1.0
WF_LINC.SM.1.0
WF_
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WF_
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WF_LINC.SM.1.0
WF_LINC.SM.1.0
WF_LINC.SM.1.0
WF_LINC.SM.1.0
WF_DART.EM.3.0
WF_DART.EM.3.0
WF_SHAF.D
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WF_
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WF_STRA.DM.4.0
WF_STR
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WF_STRA.DM.4.0
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WF_STRA.DM.4.0
WF_STRA.DM
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WF_STRA.DM.4.0
WF_CANT.DM.2.0
WF_CANT.DM.2.0
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WF_AMBY.DM.4.0
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WF_AMBY.DM.4.0
WF_AM
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WF_SHRB.DM.1.0
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WF_OXFO
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WF_OXFOQ.DM.1.0
WF_OXFO.DM.3.0
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/O
B
GE
W
MARW
T
W/O
B
G
E
MARW
T
W/O
W
LEAMW
BG
E T
W/O
LUDL
W
EG
T
W/OB
LUDL
W
EG
T
W/O
B
B
GE
W
MARW
T
W/O
B
GE
MARW
T
W/O
W
LUDLW
EG
TW/O
B
EG
W
B
WARW
T
W/O
W/O
AVON
E
B
W
GTW
AVO3
E
B
WG
T
AVON
E
B
W
G
T
W
AVON
E
B
WG
TW
EGW
BW
ARWT
W/O
W/O
B
G E
MARW
T
W/O
W
B
G
E
W
MARW
T
W/O
LEAMW
B
G ET
W/O
B
GE
MARW
T
W/OW
B
W
ECANT
G
T
E G
W
BW
ARW
T
W/O
W/O
B
G E
W
MARW
T
W/O
LEAM
W
BGE T
W/O
AVO
N
E
B
W
G
T
W
LUDL
W
EG
T
W/O
B
CA
MB
BBG E
W
TW/O
W/O
B
WE
CA
NT
GT
EG
W
BWARW
TW/O W/O
EG
W
BWARW TW/O W/O
W
BG
E
SHA
F
T
W/O
LUDL
W
EG
TW/OB
LUDL
W
EG
T
W/OB
W
B
GE
SHAF
T
W/O
W/O
CAMB
BGE
W
T
W/O
W/O
B
W
E
GT
CANT
LEAMW
BGE
T
W/O
B
GE
MARW
T
W/O
W
W
B
G
E
SHAF
TW
/O
B
W
E
CANT
G
T
BG E
W
MA
RWT
W/O
EG
W
B WA
RWT
W/O
W/O
W
BGE
SHAF
T
W/O
CA
MB
BBG E
W
T
W/O
W/O
EG
W
B WA
RWT
W/O
W/O
EG
W
BWARW
TW/O W/O
CAMB
BB GE
W
T
W/O
W/O
CA
MB
BBGE
W
T W/O
W/O
BG E
WM
ARW
TW
/O
LUDL
W
EG
TW/O
B
LUDL
W
EG
TW/O
B
W
BGE
SHAF
T
W/O
5
9
5
7
5
8
1
4
9
1
4
4
1
4
3
1
4
7
1
4
2
1
4
5
1
4
1
1
3
8
1
3
7
1
3
4
1
3
5
1
3
3
1
3
2
1
3
0
1
2
9
1
2
8
1
2
5
1
2
4
1
2
2
1
2
0
1
2
1
1
1
7
1
1
6
1
1
8
1
1
4
1
1
3
1
1
5
1
1
1
1
1
0
1
0
9
1
0
7
1
0
5
1
0
4
1
0
3
1
0
1
1
0
0
9
8
1
0
2
9
7
9
6
9
4
9
3
9
2
9
1
9
0
8
8
8
7
8
9
8
5
8
6
8
3
8
4
8
2
8
1
8
0
7
9
7
7
7
6
7
8
7
3
7
4
7
1
7
0
6
9
6
8
6
7
6
6
6
5
6
4
6
3
6
2
6
1
6
0
5
5
5
4
5
3
1
3
1
1
0
8
4
8
4
9
5
2
5
0
4
7
4
4
4
2
4
5
4
1
4
0
4
6
3
7
3
9
3
8
4
3
3
6
3
4
3
2
1
2
3
2
5
2
4
2
9
2
6
3
0
3
1
2
7
2
3
2
0
2
1
1
9
1
8
1
4
1
6
5
1
1
2
1
0
0
9
1
1
0
7
0
6
0
5
0
4
0
3
0
2
1
4
0
1
3
1
7
1
4
8
9
5
1
4
6
1
3
9
1
3
6
5
6
2
8
2
2
3
5
3
3
1
5
0
8
7
2
0
1
6.13
PN
0.68
0.68
0
.
6
8
3.4
3.4
3
.
4
3
.
4
3
.
4
3
.
4
3
.4
3.4
3.4
3
.4
3
.
4
3
.
4
3
.4
3
.
4
3
.4
3
.
4
3
.
4
3.4
3.4
3
.4
3
.
4
3
.
4
3
.4
3
.
4
3
.
4
3
.4
3
.
4
3.4
3
.
4
3
.
4
Contour grid
35667 points at z=0, sp 2m by 2m
HORIZONTAL LUX
Average
Maximum
Minimum
Min/Avg(Uo)
Min/Max
Coef Var
UnifGrad
1.2
28.0
0.00.0000.0002.555N/A
Proposed Feeder Pillar - 3
Manufacturer: Lucy Zodion
Order code: "08-HDG-5-J"
Description: single door Fortress made of 5mm HDG steel
External dimensions: 836mm (H) x 600mm (W) x 250mm (D)
Backboard dimensions: 590mm x 675mm
Supply in: FP2 - DNO unmetered supply
FP3 - incoming private supply from FP2
FP4 - incoming private supply from FP3
Supply out: FP2 x10 outgoing circuits, FP3 x5 outgoing
circuits and FP4 x3 outgoing circuits. All with MCB Type C
protection.
Proposed Feeder Pillar - 4
Manufacturer: Lucy Zodion
Order code: "06-HDG-5-J"
Description: single door Fortress made of 5mm HDG steel
External dimensions: 836mm (H) x 600mm (W) x 250mm (D)
Backboard dimensions: 590mm x 675mm
Supply in: FP2 - DNO unmetered supply
FP3 - incoming private supply from FP2
FP4 - incoming private supply from FP3
Supply out: FP2 x10 outgoing circuits, FP3 x5 outgoing
circuits and FP4 x3 outgoing circuits. All with MCB Type C
protection.
Proposed Feeder Pillar - 2
Manufacturer: Lucy Zodion
Order code: "10-HDG-5-J"
Description: single door Fortress made of 5mm HDG steel
External dimensions: 836mm (H) x 600mm (W) x 250mm (D)
Backboard dimensions: 590mm x 675mm
Supply in: FP2 - DNO unmetered supply
FP3 - incoming private supply from FP2
FP4 - incoming private supply from FP3
Supply out: FP2 x10 outgoing circuits, FP3 x5 outgoing
circuits and FP4 x3 outgoing circuits. All with MCB Type C
protection.
Site Overview, NTS
DATE
F. 01625 850856T. 01625 850855
E. info@harttron.com
APPDRNDESCRIPTIONREV
APPROVED BY:
DESIGNED BY:
DRAWING STATUS:
CLIENT:
PROJECT:
SCALE:
SHEET NO:
HARTTRON DESIGNS ARE THE PROPERTY OF HARTTRON LIMITED, COPIES IN PART OR WHOLE ARE NOT PERMITTED WITHOUT WRITTEN AUTHORISATION. (C) COPYRIGHT.
PR
OJ
EC
T:
XREF DRAWINGS:
TITLE:
DRAWING NO: REV:
CONSULTATION, DESIGN & INSTALLATION
Redrow Homes Ltd, Redrow House, St
Davids Park, Ewloe, Flintshire CH5 3RX
19070-D-01 D
Sheet 1 of 3
DESIGN
Chester Road - Section 38
Pen-y-mynydd, Flintshire
Proposed Lighting
and Installation
Design Layout
As indicated
MP
PDL
31/05/18
31/05/18
F:\P
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d\D
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19135-X-Chester Rd Amend A 3d
A
Columns 2.2, 5.3 and 5.4 added.
05/11/18 TL PDL
B
Updated X-Ref and moved column 5.2
11/02/19 TL PDL
C
Moved feederpillar 2 and revised to suit
councils notes.
15/07/19 TL PDL
D
Added columns and changed XRef
05/09/19 TL PDL
LAYOUT 1: showing proposed equipment
and isolux contours, Scale 1:500 at A1
LAYOUT 1
LAYOUT 2
Feeder Pillar Layout
01
PN
Proposed
Column:
6m CU Phosco Forest (or similar approved)
tubular HDG steel with planted base, reference
R250601H5030, shaft thickness 3mm, 76mm
outside diameter shaft, base thickness 5mm
Lantern:
post top mounted Vision Illumination Lockheed LED
Tilt: 5°
Number of LED's: 18
Photometric file: "2735279MEC.IES"
Driver: factory fitted
PECU: Royce Thompson Oasis 2000 35/18lux
1:0.5 ratio
To Flintshire CC specifications.
Key
Vision Illumination - Lockheed LED lantern
(for illustrative purposes only)
Lighting column ducting chamber 300mm x 300mm.
Road crossing ducting chamber 450x450mm.
100mm MDPE 100mm MDPE 100mm MDPE
01 = Proposed Column Number
PN = Proposed Private Network Connection
Column numbering to be finalised with the
Authoritative Engineer
Proposed column scheme number
PVC/SWA/PVC cable (marked "Street Lighting") in
100mm orange MDPE duct at 750mm cover across
highway and car park and 450mm cover in footway
and service strip. Minimum of two ducts crossing
roads and two ducts within the footways. Preferred
number of ducts indicated on drawing.
All ducting chambers to be from the Titan range D400
with B125 Lids to Flintshire CC specifications.
35
FP0
Proposed Feeder Pillar
Manufacturer: Lucy Zodion
Order code: "14-HDG-5-J"
Description: single door Fortress made of 5mm HDG steel
External dimensions: 836mm (H) x 600mm (W) x 250mm (D)
Backboard dimensions: 590mm x 675mm
Supply in: FP2 - DNO unmetered supply
FP3 - incoming private supply from FP2
FP4 - incoming private supply from FP3
Supply out: FP1 x8 outgoing circuits, FP2 x5 outgoing circuits
and FP4 x3 outgoing circuits. All with MCB Type C protection.
Feeder pillar reference number.
0.68lux isolux contour line - BS5489: 2013 P4 (s/p=2.0) -
minimum
3.4lux illustrative isolux contour line -BS5489: 2013 P4
(s/p=2.0) - average
!
Hazards:
1. Overhead electricity cables
2. Overhead telecomms cables
Proposed
Column:
6m CU Phosco Forest (or similar approved)
Hinged HDG steel with planted base,
reference R250601H5030, shaft thickness
3mm,76mm outside diameter shaft, base thickness
5mm
Lantern:
post top mounted Vision Illumination Lockheed
Tilt: 5°
Number of LED's: 18
Photometric file: "2735279MEC.IES"
Driver: factory fitted
PECU: Royce Thompson Oasis 2000 35/18lux
1:0.5 ratio
To Flintshire CC specifications.
03
Proposed - adoptable - See drawing 19135-D-01
Column:
8m CU Phosco Forest (or similar approved)
Lantern:
1.5m Bracket arm, side mounted Vision
Illumination Lockheed LED
To Flintshire CC specifications.
1. Column foundations to be as per Local Authority
Standard Detail drawing.
2. Column positions to be agreed on site with the Local
Authority Street Lighting Engineer. All columns to be sited
within the adoptable highway and generally in compliance
with the current Local Authority Design Guide for
Residential areas. Columns shall not be installed within
dropped kerb areas.
3. Column numbering to be agreed with the Local
Authority Street Lighting Engineer.
4. The Contractor is to provide Local Authority with
as-built drawings, test certificates and column and lantern
data sheets.
5. All Street Lighting works to be carried out by Local
Authority approved contractors.
6. A list of proposed equipment is to be rendered by the
contractor for approval by the Local Authority Street
Lighting Engineer prior to the installation.
7. The contractor to liase with Distribution Network
Operator with regard to connections and disconnections
of feeder pillars and illuminated signs.
8. All lighting columns to be erected with a minimum
clearance of 1m to the driveways.
9. Minimum distance for a column to be erected in a
service strip is 1m back from the front face of the column
to kerb edge.
10. All wiring including component labelling to be in
accordance with BS7671.
11.Prior to excavation works, the installation contractor
must be aware of underground services or hazards which
may be encountered in the installation of the lighting
system. Advice should be sought from the developer's
engineering representative.
12. The installation contractor must be aware of any
overhead obstructions. Advice should be sought from the
developer's engineering representative.
13. Until technical approval has been obtained from the
relevant adopting authority, it should be understood that
all drawings issued are preliminary and NOT for
construction. Should the contractor commence site work
prior to approval being given, it is entirely at their own risk.
14. Contractors must be NICEIC or ECA registered, and
Sector Scheme approved.
15. Appendix 1 ("Schedule of proposed lighting
equipment" from NWSLG specification) to be submitted
prior to any work commencing.
Notes
N
o
r
t
h
H
a
r
t
t
r
o
n
-
L
i
g
h
t
i
n
g
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
100m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
100m
m M
DP
E
100m
m M
DP
E
100m
m M
DP
E
100m
m M
DP
E100m
m M
DP
E
100mm MDPE
100mm MDPE
100mm MDPE
100mm MDPE
100m
m M
DP
E
7
.
1
P
N
6
.
2
P
N
6
.
3
P
N
6
.
4
P
N
6
.
5
P
N
6
.
6
P
N
6
.
8
P
N
6
.
9
P
N
6
.
1
0
P
N
6
.
1
1
P
N
6
.
1
2
P
N
6
.
1
4
P
N
8
.
1
P
N
8
.
2
P
N
8
.
3
P
N
8
.
4
P
N
8
.
6
P
N
8
.
7
P
N
6
.
7
P
N
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
FP4
1
0
0
m
m
M
D
P
E
2
2
2
2
2
2
2
2
2
2
2
2
4
2
3
3
3
3
3
3
3
1
0
0
m
m
M
D
P
E
1
0
0
m
m
M
D
P
E
100m
m M
DP
E
100m
m M
DP
E
8
.
5
P
N
WF_
LINC
.SM
.1.0
WF_MARW.DM.2.0
WF_
MA
RW.D
M.2
.0
WF_LEAMQ.DM.1.0
WF_AVON.EM.2.1
WF_
SHA
F.D
M.3
.0
WF_SHAF.DM.3.0
WF_OXFOQ.DM.1.0
WF_LUDL.SM.4.0WF_LUDL.SM.4.0
WF_LUDL.SM.4.0WF_LUDL.SM.4.0
WF_LUDL.SM.4.0WF_LUDL.SM.4.0
WF_LUD
L.SM.4.0
WF_LUD
L.SM.4.0
WF_LUDL.SM.4.0 WF_LUDL.SM.4.0 WF_WARW.DM.5.0
WF_W
ARW
.DM
.5.0
WF_WARW.DM.5.0
WF_WARW.DM.5.0
WF_WARW.DM.5.0
WF_WARW.DM.5.0
WF_WARW.DM.5.0
WF_
WA
RW.D
M.5
.0
WF_
OXF
O.D
M.3
.0
WF_
OXF
O.D
M.3
.0W
F_O
XFO
.DM
.3.0
WF_OXFQ.DM.1.0
WF_OXFQ.DM.1.0W
F_OXFO
.DM
.3.0
WF_LEAMQ.DM.1.0
WF_CAMB.DM.4.0
WF_C
AM
B.DM
.4.0
WF_C
AN
T.DM
.2.0
WF_
MA
RW.D
M.2
.0
WF_
AM
BY.D
M.4
.0
WF_MARW.DM.2.0
WF_
MA
RW.D
M.2
.0
WF_MARW.DM.2.0
WF_
MA
RW.D
M.2
.0
WF_MARW.DM.2.0
WF_MARW.DM.2.0
WF_M
ARW
.DM
.2.0
WF_MARW.DM.2.0
WF_SHRB.DM.1.0
WF_STRA.DM.4.0
WF_LEA
MQ
.DM
.1.0
WF_C
AM
B.DM
.4.0
WF_LEAMQ.DM.1.0
WF_LEAMQ.DM.1.0
WF_A
VO
N.EM
.2.1W
F_AV
O3.M
M.1.0
WF_A
VO
N.EM
.2.1
WF_AVON.MM.2.0WF_AVO3.EM.1.0WF_AVON.EM.2.1
WF_AVON.EM.2.1 WF_AVON.MM.2.0 WF_AVO3.MM.2.0 WF_AVON.EM.2.1
WF_AVON.EM.2.1WF_AVON.MM.2.0
WF_AVO3.MM.2.0WF_AVON.EM.2.1
WF_
AVO
N.E
M.2
.1W
F_A
VON
.MM
.2.0
WF_OXFOQ.DM.1.0
WF_O
XFOQ
.DM
.1.0
WF_O
XFOQ
.DM
.1.0
WF_LINC.SM.1.0WF_LINC.SM.1.0
WF_YORK.SM.2.0WF_YORK.SM.2.0
WF_LIN
C.SM
.1.0
WF_LIN
C.SM
.1.0
WF_LIN
C.SM
.1.0W
F_LINC
.SM.1.0
WF_D
ART.EM
.3.0W
F_DA
RT.EM.3.0
WF_SHAF.DM.3.0
WF_
WA
RW.D
M.5
.0
WF_
STRA
.DM
.4.0
WF_STRA.DM.4.0
WF_STRA.DM.4.0
WF_
LEA
MQ
.DM
.1.0
WF_STRA.DM.4.0
WF_
STRA
.DM
.4.0
WF_
STRA
.DM
.4.0
WF_STRA.DM.4.0
WF_STRA.DM.4.0
WF_STRA
.DM
.4.0
WF_CANT.DM.2.0
WF_
CA
NT.
DM
.2.0
WF_AMBY.DM.4.0
WF_
AM
BY.D
M.4
.0
WF_
AM
BY.D
M.4
.0
WF_AMBY.DM.4.0
WF_A
MBY.D
M.4.0
WF_AMBY.DM.4.0
WF_SHRB.DM.1.0
WF_SHRB.DM.1.0
WF_SHRB.DM.1.0
WF_SHRB.D
M.1.0
WF_
SHRB
.DM
.1.0
WF_SHRB.DM.1.0
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WF_
SHRB
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.1.0
WF_SHRB.DM.1.0
WF_SHRB.D
M.1.0
WF_SHRB.D
M.1.0
WF_STRA.DM.4.0
WF_OXFOQ.DM.1.0
WF_OXFOQ.DM.1.0
WF_OXFO.DM.3.0
WF_
CAM
B.DM
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WF_M
ARW.DM
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WF_
LINC
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WF_AVO
3.EM.2.0
WF_AVO
N.EM.2.1
WF_
SHAF
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WF_
SHAF
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WF_LUDL.SM.4.0
WF_LUDL.SM.4.0
WF_OXFO.DM.3.0
WF_
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WF_
MAR
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WF_
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WF_OXFOQ.DM.1.0
WF_YORK.SM.2.0
WF_YORK.SM.2.0
WF_STRA.DM.4.0
WF_STRA.DM.4.0
WF_SHRB.DM.1.0
Pumping Station
WF_
AVO
N.E
M.2
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WF_
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WF_SHRB.DM.1.0
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7
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6
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7
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6
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8
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3
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6
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6
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6
6
6
5
6
4
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3
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1
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4
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4
4
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2
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3
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3
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1
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1
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6
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.
4
3
.
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3
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3.4
3.4
3.4
3
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3
.
4
3
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4
3
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3
.
4
3
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3
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3.4
3
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3.4
3.4
3
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4
3
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4
3
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3
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3
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3.4
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3.4
3
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4
3
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4
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4
Contour grid
35667 points at z=0, sp 2m by 2m
HORIZONTAL LUX
Average
Maximum
Minimum
Min/Avg(Uo)
Min/Max
Coef Var
UnifGrad
1.2
28.0
0.0
0.000
0.000
2.555
N/A
Vision Engineering Ltd. LKD27L-350M-27K-9C-MEC
lamp(s):
27 LED ARRAY
candela file
'2735279MEC.IES'
1 lamp(s) per luminaire, 2538 initial lumens per lamp
Maintenance Factor = 0.920, w
atts per luminaire = 30
Outreach (fro
m mounting axis to photometric center)= 300 mm
tilt a
ngle= 5 deg
mounting height= 6 m
number locations= 38, number luminaires= 38
kw all lo
cations= 1.1
Vision Engineering Ltd. LKD2X45L-350M-5K-9C-MEC
lamp(s):
2 X 45 LED ARRAY
candela file
'9035509MEC.IES'
1 lamp(s) per lu
minaire, 1
0321 initial lumens per la
mp
Maintenance Factor = 0.770, w
atts per lu
minaire = 96
Outreach (fro
m mounting axis to photometric center)= 300 mm
mounting height= 8 m
number locations= 11, number luminaires= 11
kw all lo
cations= 1.1
LAYOUT 1
Site Overview, NTS
29/08/2017 16:23:18
DATE
F. 01625 850856T. 01625 850855
E. info@harttron.com
APPDRNDESCRIPTIONREV
APPROVED BY:
DESIGNED BY:
DRAWING STATUS:
CLIENT:
PROJECT:
SCALE:
SHEET NO:
HARTTRON DESIGNS ARE THE PROPERTY OF HARTTRON LIMITED, COPIES IN PART OR WHOLE ARE NOT PERMITTED WITHOUT WRITTEN AUTHORISATION. (C) COPYRIGHT.
PR
OJ
EC
T:
XREF DRAWINGS:
TITLE:
DRAWING NO: REV:
CONSULTATION, DESIGN & INSTALLATION
Redrow Homes Ltd, Redrow House, St
Davids Park, Ewloe, Flintshire CH5 3RX
19070-D-01 D
Sheet 2 of 3
DESIGN
Chester Road - Section 278
Pen-y-mynydd, Flintshire
Proposed Lighting
and Installation
Design Layout
As indicated
MP
PDL
31/05/18
31/05/18
F:\P
ro
je
cts
\R
ed
ro
w\N
orth
W
es
t\C
he
ste
r R
oa
d, P
en
ym
yn
yd
d\D
ra
win
gs
\S
ec
tio
n 3
8\In
itia
l is
su
e\R
ev
_D
19135-X-Chester Rd Amend A 3d
A
Columns 2.2, 5.3 and 5.4 added.
05/10/18 TL PDL
B
Updated X-Ref and moved column 5.2
11/02/19 TL PDL
C
Moved feederpillar 2 and revised to suit
councils notes.
15/07/19 TL PDL
D
Added columns and changed XRef
05/09/09 TL PDL
LAYOUT 2
LAYOUT 2: showing proposed equipment
and isolux contours, Scale 1:500 at A1
01
PN
Proposed
Column:
6m CU Phosco Forest (or similar approved)
tubular HDG steel with planted base, reference
R250601H5030, shaft thickness 3mm, 76mm
outside diameter shaft, base thickness 5mm
Lantern:
post top mounted Vision Illumination Lockheed LED
Tilt: 5°
Number of LED's: 18
Photometric file: "2735279MEC.IES"
Driver: factory fitted
PECU: Royce Thompson Oasis 2000 35/18lux
1:0.5 ratio
To Flintshire CC specifications.
Key
Vision Illumination - Lockheed LED lantern
(for illustrative purposes only)
Lighting column ducting chamber 300mm x 300mm.
Road crossing ducting chamber 450x450mm.
100mm MDPE 100mm MDPE 100mm MDPE
01 = Proposed Column Number
PN = Proposed Private Network Connection
Column numbering to be finalised with the
Authoritative Engineer
Proposed column scheme number
PVC/SWA/PVC cable (marked "Street Lighting") in
100mm orange MDPE duct at 750mm cover across
highway and car park and 450mm cover in footway
and service strip. Minimum of two ducts crossing
roads and two ducts within the footways. Preferred
number of ducts indicated on drawing.
All ducting chambers to be from the Titan range D400
with B125 Lids to Flintshire CC specifications.
35
FP0
Proposed Feeder Pillar
Manufacturer: Lucy Zodion
Order code: "14-HDG-5-J"
Description: single door Fortress made of 5mm HDG steel
External dimensions: 836mm (H) x 600mm (W) x 250mm (D)
Backboard dimensions: 590mm x 675mm
Supply in: FP2 - DNO unmetered supply
FP3 - incoming private supply from FP2
FP4 - incoming private supply from FP3
Supply out: FP1 x8 outgoing circuits, FP2 x5 outgoing circuits
and FP4 x3 outgoing circuits. All with MCB Type C protection.
Feeder pillar reference number.
0.68lux isolux contour line - BS5489: 2013 P4 (s/p=2.0) -
minimum
3.4lux illustrative isolux contour line -BS5489: 2013 P4
(s/p=2.0) - average
!
Hazards:
1. Overhead electricity cables
2. Overhead telecomms cables
Proposed
Column:
6m CU Phosco Forest (or similar approved)
Hinged HDG steel with planted base,
reference R250601H5030, shaft thickness
3mm,76mm outside diameter shaft, base thickness
5mm
Lantern:
post top mounted Vision Illumination Lockheed
Tilt: 5°
Number of LED's: 18
Photometric file: "2735279MEC.IES"
Driver: factory fitted
PECU: Royce Thompson Oasis 2000 35/18lux
1:0.5 ratio
To Flintshire CC specifications.
03
Proposed - adoptable - See drawing 19135-D-01
Column:
8m CU Phosco Forest (or similar approved)
Lantern:
1.5m Bracket arm, side mounted Vision
Illumination Lockheed LED
To Flintshire CC specifications.
1. Column foundations to be as per Local Authority
Standard Detail drawing.
2. Column positions to be agreed on site with the Local
Authority Street Lighting Engineer. All columns to be sited
within the adoptable highway and generally in compliance
with the current Local Authority Design Guide for
Residential areas. Columns shall not be installed within
dropped kerb areas.
3. Column numbering to be agreed with the Local
Authority Street Lighting Engineer.
4. The Contractor is to provide Local Authority with
as-built drawings, test certificates and column and lantern
data sheets.
5. All Street Lighting works to be carried out by Local
Authority approved contractors.
6. A list of proposed equipment is to be rendered by the
contractor for approval by the Local Authority Street
Lighting Engineer prior to the installation.
7. The contractor to liase with Distribution Network
Operator with regard to connections and disconnections
of feeder pillars and illuminated signs.
8. All lighting columns to be erected with a minimum
clearance of 1m to the driveways.
9. Minimum distance for a column to be erected in a
service strip is 1m back from the front face of the column
to kerb edge.
10. All wiring including component labelling to be in
accordance with BS7671.
11.Prior to excavation works, the installation contractor
must be aware of underground services or hazards which
may be encountered in the installation of the lighting
system. Advice should be sought from the developer's
engineering representative.
12. The installation contractor must be aware of any
overhead obstructions. Advice should be sought from the
developer's engineering representative.
13. Until technical approval has been obtained from the
relevant adopting authority, it should be understood that
all drawings issued are preliminary and NOT for
construction. Should the contractor commence site work
prior to approval being given, it is entirely at their own risk.
14. Contractors must be NICEIC or ECA registered, and
Sector Scheme approved.
15. Appendix 1 ("Schedule of proposed lighting
equipment" from NWSLG specification) to be submitted
prior to any work commencing.
Notes
50mm
into
column
Fully ducted
in column.
1.2
PN
Circuit 1 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
4.3
PN
Circuit 2 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
3.2
PN
FEEDER PILLAR FP2
All protective devices MCBs type C. Changing to other devices
may cause the circuit to not conform to BS7671
Incoming single phase DNO supply
1.1
PN
Circuit 3 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
1.4
PN
Circuit 4 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
2.1
PN
Circuit 5 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
5.2
PN
2.2
PN
1.3
PN
Circuit 6 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
16
mm
² 3
co
re
PV
C/S
WA
/P
VC
7.1
PN
Circuit 1 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
6.1
PN
Circuit 2 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
6.3
PN
FEEDER PILLAR FP3
All protective devices MCBs type C. Changing to other devices
may cause the circuit to not conform to BS7671
6.2
PN
Circuit 3 / 16A
6m
m² 3
co
re
PV
C/S
WA
/P
VC
Circuit 4 / 16A
16m
m² 3
co
re
PV
C/S
WA
/P
VC
6.4
PN
6.5
PN
6.7
PN
6.9
PN
6.6
PN
6.8
PN
6.10
PN
1.5
PN
Circuit 8 / 16A
3.1
PN
6m
m² 3
co
re
PV
C/S
WA
/P
VC
Circuit 7 / 16A
Cable = 100m
Current = 0.47A
Cable = 53m
Current = 0.23A
Cable = 124m
Current = 0.23A
Cable = 222m
Current = 0.70A
Cable = 250m
Current = 0.70A
Cable = 108m
Current = 0.47A
Cable = 36m
Current = 0.23A
Cable = 355m
Current = 1.17A
Cable = 366m
Current = 1.17A
Cable = 38m
Current = 0.23A
Cable = 245m
Current = 4.69A
Cable = 365m
Current = 2.1A
Ze= 0.35Ω
Z= 0.998Ω
Notes
1. Cable lengths include a 20% increment.
2. Power requirements of lantern include 1.8 multiplier.
4.1
PN
6m
m² 3
co
re
PV
C/S
WA
/P
VC
Cable = 173m
Current = 0.47A
Circuit 9 / 16A
Circuit 5 / 16A
Cable = 61m
Current = 0.48A
4.2
PN
5.1
PN
5.3
PN
5.4
PN
6.11
PN
Circuit 1 / 16A
10
mm
² 3
co
re
PV
C/S
WA
/P
VC
6.12
PN
Circuit 2 / 16A
10
mm
² 3
co
re
PV
C/S
WA
/P
VC
6.14
PN
FEEDER PILLAR FP4
All protective devices MCBs type C. Changing to other devices
may cause the circuit to not conform to BS7671
8.1
PN
8.2
PN
8.4
PN
8.6
PN
8.3
PN
8.5
PN
Cable = 336m
Current = 3.75A
Cable = 456m
Current = 3.75A
Z= 1.915Ω
8.7
PN
6.13
PN
Circuit 3 / 16A
Cable = 106m
Current = 0.75A
1. All dimension in millimetres unless otherwise stated.
2. Feeder pillar sub-frame and fixings to be maufactured to
the approved specification.
3. Concrete to be class ST4 with minimum cover of 150mm
to sub-frame bottom and sides. Top to be flush with
concrete.
4. All works and materials to comply with 'Specification for
Highway Works'.
5. All ducts to extend a minimum of 35mm above feeder
pillar base.
6. Ducts to have a minimum of 50mm cover in pipe bedding
material.
7. Position of duct for Electricity supply to be advised by the
Engineer.
8 Where 'Service Duct Chamber' cannot be cast as one
with 'Feeder Pillar Base' 1500mm hardstanding shall be
maintained.
9. The 'Service Duct Chamber' can be located at the sides
or back of the 'Feeder Pillar' subject to the approval of the
Engineer.
10. The 'Feeder Pillar Base' shall be of a squared off and
level formation with pillar bolted in a vertical position (plumb)
after completion, and the captive nut fixed to the base.
11. A footpath of no less than 600mm wide by 150mm thick
shall link the hardstanding to the nearest footpath or road.
12. After cables are installed, ducts are to be sealed and the
floor of the pillar coated with bitumen as per detail.
13. The design and location of the 'Feeder Pillar Base' and
'Service Duct Chamber shall be agreed with the Engineer
before installation.
14. Number of 50mm I D ducts is equal to 0.5 x No. of
consumer unit ways + 2 eg: 6 way board = 5 Ducts.
15. A type 2b chamber is illustrated as a guide only.
16. Where part of the hardstanding falls within an existing
footway allowance will be made for matching the existing
construction.
Notes
150
150
width
varies
Service duct Chamber
Type C
Electricity supply duct
100 UPVC duct (black)
Grade A cover and frame
to BS 497 part 1
Equal to chamber dimensions
100 I/D Duct to
Soakaway
100 I/D
Duct
Carriageway
surface
150
100mm I D duct
150
150
50mm I D duct
1500
150
Pillar
Feeder
PLAN VIEW
SIDE ELEVATION
Pipe bedding material
Feeder Pillar
1. All dimensions are in millimeters unless otherwise stated.
2. All private street lighting ducts to be orange coloured
polyethylene.
3. Pipe bedding material maximum aggregate size 2mm; eg
washed sand.
Notes
Pipe bedding
material
Class 8 Lower
trench fill
Yellow Warning Tape
Type B
Ducts Laid Under
Footway and Verges
Type A
Ducts Laid Under
Carriageway
100 750 m
in
150
m
in
300 m
in
m
in
100 500 m
in
50
100
100
75 75
Formation level
Footway/verge surface
Pipe bedding material
100mm Plastic ducting
Sub base material
or grade ST2 concrete
Grade ST2 concrete
Formation level
Yellow warning tape
Carriageway surface
Vision Engineering Ltd. LKD27L-350M-27K-9C-MEC
lamp(s): 27 LED ARRAY
candela file '2735279MEC.IES'
1 lamp(s) per luminaire, 2538 initial lumens per lamp
Maintenance Factor = 0.920, watts per luminaire = 30
Outreach (from mounting axis to photometric center)= 300 mm
tilt angle= 5 deg
mounting height= 6 m
number locations= 38, number luminaires= 38
kw all locations= 1.1
Vision Engineering Ltd. LKD2X45L-350M-5K-9C-MEC
lamp(s): 2 X 45 LED ARRAY
candela file '9035509MEC.IES'
1 lamp(s) per luminaire, 10321 initial lumens per lamp
Maintenance Factor = 0.770, watts per luminaire = 96
Outreach (from mounting axis to photometric center)= 300 mm
mounting height= 8 m
number locations= 11, number luminaires= 11
kw all locations= 1.1
29/08/2017 16:23:18
DATE
F. 01625 850856T. 01625 850855
E. info@harttron.com
APPDRNDESCRIPTIONREV
APPROVED BY:
DESIGNED BY:
DRAWING STATUS:
CLIENT:
PROJECT:
SCALE:
SHEET NO:
HARTTRON DESIGNS ARE THE PROPERTY OF HARTTRON LIMITED, COPIES IN PART OR WHOLE ARE NOT PERMITTED WITHOUT WRITTEN AUTHORISATION. (C) COPYRIGHT.
PR
OJ
EC
T:
XREF DRAWINGS:
TITLE:
DRAWING NO: REV:
CONSULTATION, DESIGN & INSTALLATION
Redrow Homes Ltd, Redrow House, St
Davids Park, Ewloe, Flintshire CH5 3RX
19070-D-01 D
Sheet 3 of 3
DESIGN
Chester Road - Section 278
Pen-y-mynydd, Flintshire
Proposed Lighting
and Installation
Design Layout
As indicated
MP
PDL
31/05/18
31/05/18
F:\P
ro
je
cts
\R
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ro
w\N
orth
W
es
t\C
he
ste
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oa
d, P
en
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d\D
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win
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\S
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_D
19135-X-Chester Rd Amend A 3d
A
Columns 2.2, 5.3 and 5.4 added.
05/10/18 TL PDL
B
Updated X-Ref and moved column 5.2
11/02/19 TL PDL
C
Moved feederpillar 2 and revised to suit
councils notes.
15/07/19 TL PDL
D
Added columns and changed XRef
05/09/19 TL PDL
Electrical schematic, NTS NTS
NTS NTS
Boq
Recommended