A.3.3.2. 7DEOH $ DVVXPHV QR SDUNHG YHKLFOHV ± VHH …

3
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. ! North Harttron-Lighting C1 PN C2 PN C3 PN C4 PN C5 PN A1 PN A2 PN A3 PN ! ! ! 2 2 2 1 1 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE FP3 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 100mm M 1.1 PN 2.1 PN 1.2 PN 3.1 PN 3.2 PN 1.3 PN 1.4 PN 5.1 PN 5.2 PN 1.5 PN 6.1 PN 7.1 PN 6.2 PN 6.3 PN 6.4 PN 4.1 PN 4.2 PN 4.3 PN 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 3 8 2 6 2 2 2 2 1 1 2 3 3 3 3 4 2 2 100mm MDPE 100mm MDPE 100mm MDPE 100mm MDPE 5.3 PN 5.4 PN 2.2 PN 2 2 1 1 1 1 1 2 1 1 1 4 4 4 3 2 FP2 WF_WARW.DM.5.0 WF_SHAF.DM.3.0 WF_SHAF.DM.3.0 WF_SHAF.DM.3.0 WF_SHAF.DM.3.0 WF_SHAF.DM.3.0 WF_LUDL.SM.4.0 WF_LUDL.SM.4.0 WF_LUDL.SM.4.0 WF_LUDL.SM.4.0 WF_WARW.DM.5.0 WF_WARW.DM.5.0 WF_OXFQ.DM.1.0 WF_WARW.DM.5.0 WF_WARW.DM.5.0 WF_OXFO.DM.3.0 WF_CANT.DM.2.0 WF_OXFO.DM.3.0 WF_OXFO.DM.3.0 WF_OXFO.DM.3.0 WF_OXFO.DM.3.0 WF_CAMB.DM.4.0 WF_CAMB.DM.4.0 WF_CAMB.DM.4.0 WF_CAMB.DM.4.0 WF_MARW.DM.2.0 WF_MARW.DM.2.0 WF_MARW.DM.2.0 WF_MARW.DM.2.0 WF_AMBY.DM.4.0 WF_SHRB.DM.1.0 WF_LEAMQ.DM.1.0 WF_LEAMQ.DM.1.0 WF_LEAMQ.DM.1.0 WF_STRA.DM.4.0 WF_LEAMQ.DM.1.0 WF_CAMB.DM.4.0 WF_AVON.EM.2.1 WF_AVON.MM.2.1 WF_CAMB.DM.4.0 WF_DART.EM.3.0 WF_DART.EM.3.0 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_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_CANT.DM.2.0 WF_AMBY.DM.4.0 WF_AMBY.DM.4.0 WF_AMBY.DM.4.0 WF_AMBY.DM.4.0 WF_AMBY.DM.4.0 WF_SHRB.DM.1.0 WF_SHRB.DM.1.0 WF_STRA.DM.4.0 WF_OXFOQ.DM.1.0 WF_OXFOQ.DM.1.0 WF_OXFO.DM.3.0 WF_CAMB.DM.4.0 WF_MARW.DM.2.0 WF_AVO3.EM.2.0 WF_AVON.EM.2.1 WF_SHAF.DM.3.0 WF_SHAF.DM.3.0 WF_LUDL.SM.4.0 WF_LUDL.SM.4.0 WF_OXFO.DM.3.0 WF_CAMB.DM.4.0 WF_MARW.DM.2.0 WF_LEAMQ.DM.1.0 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_SHRB.DM.1.0 W G E B STRA T W/O W/O E G W SHRB B T W/O LINC B E G T G LINC B W E G T LINC B W E G T 154 156 B G E W OXFOQ W/O T E G W SHRB B T W/O W G E B STRA T W/O W/O B G E W OXFO W/O T B G E W OXFOQ W/O T 163 162 161 164 160 158 157 155 153 152 151 159 W T E G YORK B W T E G YORK B LUDL W E G T W/O B LUDL W E G T W/O B W B G E SHAF T W/O B G E MARW T W/O W W B G E SHAF T W/O CAMB B B G E W T W/O W/O LEAM W B G E T W/O AVON E B W G T W AVO3 E B W G T AVON E B W G T W AVON E B W G T W E G W SHRB B T W/O E G W SHRB B T W/O E G W SHRB B T W/O W G E B STRA T W/O W/O W G E B STRA T W/O W/O W G E B STRA T W/O W/O W G E B STRA T W/O W/O W G E B STRA T W/O W/O W G E B STRA T W/O W/O B G E W OXFO W/O T B G E W OXFO W/O T B G E W OXFO W/O T B G E W OXFO W/O T B G E W OXFO W/O T B G E W OXFO W/O T T W B AMBY W/O G E G E T W B AMBY W/O T W B AMBY W/O G E G E T W B AMBY W/O G E T W B AMBY W/O T W B AMBY W/O G E B G E MARW T W/O W B G E W OXFOQ W/O T M GAME B G E W OXFOQ W/O T B G E W OXFOQ W/O T B G E W OXFOQ W/O T B G E W OXFOQ W/O T B G E W OXFOQ W/O T B G E W OXFOQ W/O T B G E W OXFOQ W/O T LEAM W B G E T W/O SS W/O CAMB B G E W T W/O W/O B W G E DART T B W G E DART T 181 179 180 177 178 176 174 173 175 170 172 171 167 166 165 150 169 168 W T E G YORK B W T E G YORK B G E T W B G E MARW T W/O W LEAM W B G E T W/O CAMB B B G E W T W/O W/O LEAM W B G E T W/O B G E T W/O CAMB B B G E W T W/O W/O B W E CANT G T E G W B WARW T W/O W/O E G W B WARW T W/O W/O W B G E SHAF T W/O LUDL W E G T W/O B LUDL W E G T W/O B W B G E SHAF T W/O W/O CAMB B G E W T W/O W/O B W E G T CANT LEAM W B G E T W/O B G E MARW T W/O W W B G E SHAF T W/O B W E CANT G T B G E W MARW T W/O E G W B WARW T W/O W/O W B G E SHAF T W/O CAMB B B G E W T W/O W/O E G W B WARW T W/O W/O E G W B WARW T W/O W/O CAMB B B G E W T W/O W/O CAMB B B G E W T W/O W/O B G E W MARW T W/O LUDL W E G T W/O B LUDL W E G T W/O B W B G E SHAF T W/O 149 144 143 147 142 145 141 135 44 42 41 40 37 39 38 43 36 34 32 25 24 29 26 30 31 27 23 20 21 19 18 14 16 12 10 09 11 07 06 05 04 03 02 140 13 17 148 146 139 28 22 35 33 15 08 01 0.68 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 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 7DEOH $ DVVXPHV QR SDUNHG YHKLFOHV ± VHH ULVN DVVHVVPHQW LQ 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. Lighting for Subsidary Roads: Using white light sources to balance energy effciency and visual amenity. 3 8 2 6 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 4 2 3 3 3 3 3 3 3 4 2 2 2 2 1 1 1 1 1 2 1 1 1 4 4 4 3 2 154 156 163 162 161 164 160 158 157 155 153 152 151 159 MULTI USE GAMES AREA 181 179 180 177 178 176 174 173 175 170 172 171 167 166 165 150 127 126 119 112 106 99 75 169 168 59 57 58 149 144 143 147 142 145 141 138 137 134 135 133 132 130 129 128 125 124 122 120 121 117 116 118 114 113 115 111 110 109 107 105 104 103 101 100 98 102 97 96 94 93 92 91 90 88 87 89 85 86 83 84 82 81 80 79 77 76 78 73 74 71 70 69 68 67 66 65 64 63 62 61 60 55 54 53 131 108 48 49 52 50 47 44 42 45 41 40 46 37 39 38 43 36 34 32 123 25 24 29 26 30 31 27 23 20 21 19 18 14 16 51 12 10 09 11 07 06 05 04 03 02 140 13 17 148 95 146 139 136 56 28 22 35 33 15 08 72 01 0.68 0.68 0.68 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 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 850856 T. 01625 850855 E. [email protected] APP DRN DESCRIPTION REV 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. PROJECT: 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:\Projects\Redrow\North West\Chester Road, Penymynydd\Drawings\Section 38\Initial issue\Rev_D 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

Transcript of A.3.3.2. 7DEOH $ DVVXPHV QR SDUNHG YHKLFOHV ± VHH …

Page 1: A.3.3.2. 7DEOH $ DVVXPHV QR SDUNHG YHKLFOHV ± VHH …

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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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

1

1

4

4

4

3

2

FP2

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

8.5

PN

WF_W

ARW

.DM

.5.0

WF_LINC.SM

.1.0

WF_M

ARW.DM

.2.0

WF_MARW.DM.2.0

WF_LEAM

Q.DM

.1.0

WF_

AVO

N.EM

.2.1

WF_SHAF.DM.3.0WF_SHAF.DM.3.0

WF_SHAF.D

M.3.0

WF_SHA

F.DM

.3.0

WF_SHAF.D

M.3.0

WF_

SHAF.D

M.3.0

WF_SHAF.D

M.3.0

WF_LUDL.SM.4.0WF_LUDL.SM.4.0

WF_OXFOQ.DM

.1.0

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.4.0

WF_LUDL.SM

.4.0

WF_LUDL.SM

.4.0

WF_WARW.DM.5.0

WF_W

ARW

.DM

.5.0

WF_W

ARW.DM

.5.0

WF_WARW.DM.5.0

WF_WARW.D

M.5.0

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_OXFQ.DM.1.0

WF_WARW.DM.5.0

WF_WARW.DM.5.0

WF_O

XFO.D

M.3.0

WF_

CA

NT.

DM

.2.0

WF_O

XFO.D

M.3.0

WF_

OXF

O.D

M.3

.0

WF_OXFO.DM.3.0

WF_

OXFO.D

M.3.0

WF_OXFO

.DM.3.0

WF_OXFO

.DM.3.

0

WF_OXFQ

.DM.1.

0

WF_

OXF

Q.D

M.1

.0

WF_OXFO.DM.3.0

WF_CAMB.DM.4.0

WF_C

AM

B.DM

.4.0

WF_CAMB.DM.4.0

WF_

CA

MB.

DM

.4.0

WF_LEAM

Q.DM.1.0

WF_CAM

B.DM.4.0

WF_M

ARW

.DM

.2.0

WF_CAMB.DM.4.0

WF_CANT.DM.2.0

WF_M

ARW

.DM

.2.0

WF_MARW.D

M.2.0

WF_

MARW.D

M.2.0

WF_

AMBY.D

M.4.0

WF_M

ARW.DM

.2.0

WF_

MARW.D

M.2.0

WF_MARW.D

M.2.0

WF_

MARW.D

M.2.0

WF_MARW.DM.2.0

WF_MARW.DM.2.0

WF_MARW

.DM.2.0

WF_M

ARW.DM

.2.0

WF_SHRB.D

M.1.0

WF_LEAMQ.DM.1.0

WF_LEAMQ.DM.1.0

WF_

LEA

MQ

.DM

.1.0

WF_STRA.DM.4.0

WF_LEAMQ.DM.1.0

WF_CAMB.DM.4.0

WF_LEAM

Q.DM.1.0

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

WF_

CA

MB.

DM

.4.0

WF_

AVO

N.M

M.2

.0W

F_AV

O3.

EM.1

.0

WF_

AVO

N.EM

.2.1

WF_AVO

N.EM.2.1

WF_AVO

N.MM

.2.0

WF_AVO

3.MM

.2.0W

F_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_

DA

RT.E

M.3

.0W

F_D

ART

.EM

.3.0

WF_

AVON.EM.2.

1

WF_

AVON.MM.2.

0

WF_O

XFOQ

.DM

.1.0

WF_OXFO

Q.DM.1.

0

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_

YORK

.SM.2.

0

WF_

YORK

.SM.2.

0

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

M.3.0

WF_

WARW

.DM.5.

0

WF_STRA.DM.4.0

WF_STR

A.DM.4.

0

WF_STRA.DM.4.0

WF_

STRA.D

M.4.0

WF_STR

A.DM.4.

0

WF_

STRA

.DM

.4.0

WF_

LEAMQ.D

M.1.0

WF_STR

A.DM.4.

0

WF_STR

A.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_CANT.DM.2.0

WF_CANT.D

M.2.0

WF_AMBY.DM.4.0

WF_AMBY.DM.4.0

WF_

AM

BY.D

M.4

.0

WF_AMBY.DM.4.0

WF_AMBY.DM.4.0

WF_

AMBY.D

M.4.0

WF_AM

BY.DM.4.0

WF_AMBY.DM.4.0

WF_AM

BY.DM.4.0

WF_SHRB.D

M.1.0

WF_SHRB.D

M.1.0

WF_SHRB.DM

.1.0

WF_SHRB.DM.1.0

WF_

SHRB.D

M.1.0

WF_SHRB.D

M.1.0

WF_SHRB.DM.1.0

WF_SHRB.DM.1.0

WF_STR

A.DM.4.

0

WF_OXFO

Q.DM.1.

0

WF_OXFOQ.DM.1.0

WF_OXFO.DM.3.0

WF_CAMB.DM.4.0

WF_MARW.DM.2.0

WF_LINC.SM

.1.0

WF_AVO3.EM.2.0 WF_AVON.EM.2.1

WF_SHAF.DM.3.0

WF_SHAF.DM.3.0

WF_LUD

L.SM.4.0

WF_LUD

L.SM.4.0

WF_O

XFO.D

M.3.0

WF_CAMB.DM.4.0

WF_MARW.DM.2.0

WF_LEAMQ.DM.1.0

WF_

OXF

OQ

.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_

AVON.EM.2.

1

WF_

AVO3.MM.2.

0

WF_SHRB.D

M.1.0

LINC

B

W E G

T

LINC

BW

E G

TW

GE

B

STRA

TW/O

W/O

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W

SHRB

BTW/O

LINC

B

W

EG

T

LINC

B W

EG

T

LINC

BW

EG

T

LINC

B

W

E

G

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LINC

B

W

EG

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LINC

BW

E

G

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LINC

B

W

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LINC

B

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GT W

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1

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1

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3

1

6

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1

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1

1

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1

6

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1

5

8

1

5

7

1

5

5

1

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1

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1

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DA

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B

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W/O

1

8

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91

8

0

1

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1

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1

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1

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71

6

6

1

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B

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6

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6

4

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3

6

2

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4

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3

1

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4

8

4

9

5

2

5

0

4

7

4

4

4

2

4

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4

1

4

0

4

6

3

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1

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5

1

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1

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9

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1

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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. [email protected]

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

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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

AutoCAD SHX Text
124.1m
AutoCAD SHX Text
46
AutoCAD SHX Text
1
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Ponds
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8
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2
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KENT CLOSE
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1
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WILLIAMS CL
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26
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37
AutoCAD SHX Text
25
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83
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7
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BYSIAU
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SAFLE
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STOP
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BUS
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Pumping Station
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26
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CLOSE
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Well House
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117.7m
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19
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ALLERTON CL
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124.1m
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2
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Sub Sta
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8
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MOUNT TABOR
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121.9m
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59
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6
AutoCAD SHX Text
4
AutoCAD SHX Text
1
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42
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36
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54
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52a
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Lay-by
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12
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LINWOOD CL
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1
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GORSE CL
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WELL HOUSE DRIVE
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7
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7
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46
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1
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El
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1
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Lay-by
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GLAS/GREEN MEADOW RISE
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30
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52
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1
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35
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9
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3
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Ponds
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4
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CHESTER ROAD
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ST JOHNS
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7
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44
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2
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CR
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12
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9
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10
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8
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2
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DRIVE
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2
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1
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2
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3
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118.9m
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2
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4
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6
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KENT CLOSE
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1
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24
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53
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WHITROCK RD
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2
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65
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34
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1
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10
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7
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WILLIAMS CL
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5
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28
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20
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1
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45
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26
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2
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DARWEN DRIVE
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37
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2
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58
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Pond
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CLOSE
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9
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Waters Green
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PLEASANT VIEW
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Play Area
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7
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11
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Daisy Bank Farm
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HULLEYS CL
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10
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7
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38
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29
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73
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Track
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14
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LOWER MOUNTAIN ROAD
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18
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73
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37
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14
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25
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6
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14
AutoCAD SHX Text
2
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WELL HOUSE
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83
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7
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BYSIAU
AutoCAD SHX Text
SAFLE
AutoCAD SHX Text
STOP
AutoCAD SHX Text
BUS
AutoCAD SHX Text
BYSIAU
AutoCAD SHX Text
SAFLE
AutoCAD SHX Text
STOP
AutoCAD SHX Text
BUS
Page 2: A.3.3.2. 7DEOH $ DVVXPHV QR SDUNHG YHKLFOHV ± VHH …

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

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WF_MARW.DM.2.0

WF_

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WF_LEAMQ.DM.1.0

WF_AVON.EM.2.1

WF_

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WF_

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WF_

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WF_SHAF.DM.3.0

WF_SHAF.DM.3.0

WF_

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WF_SHAF.DM.3.0

WF_

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WF_

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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

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WF_LUD

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WF_LUDL.SM.4.0 WF_LUDL.SM.4.0

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WF_WARW.DM.5.0

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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_

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WF_OXFO.DM.3.0

WF_CANT.DM.2.0

WF_OXFO.DM.3.0

WF_OXFO.DM.3.0

WF_OXFO.DM.3.0

WF_

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WF_

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WF_OXFQ.DM.1.0

WF_O

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WF_CAMB.DM.4.0

WF_C

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WF_CAMB.D

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WF_LEAMQ.DM.1.0

WF_CAMB.DM.4.0

WF_MARW.DM.2.0

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WF_AVON.EM.2.1 WF_AVON.MM.2.0 WF_AVO3.MM.2.0 WF_AVON.EM.2.1

WF_AVON.EM.2.1 WF_AVON.MM.2.0WF_AVO3.MM.2.0

WF_AVON.EM.2.1

WF_DART.EM.3.0

WF_DART.EM.3.0

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WF_YO

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WF_YO

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WF_LINC.SM.1.0WF_LINC.SM.1.0

WF_YORK.SM.2.0WF_YORK.SM.2.0

WF_LIN

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WF_LIN

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WF_LIN

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WF_D

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WF_STRA.DM.4.0

WF_STRA.DM

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WF_STRA.DM.4.0

WF_STRA.DM.4.0

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WF_

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WF_STRA.DM.4.0

WF_STRA.DM.4.0

WF_STRA

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WF_CANT.DM.2.0

WF_

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WF_

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WF_AMBY.DM.4.0

WF_AMBY.DM.4.0

WF_

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WF_

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WF_AMBY.DM.4.0

WF_A

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WF_AMBY.DM.4.0

WF_SHRB.DM.1.0

WF_SHRB.DM.1.0

WF_SHRB.DM.1.0

WF_SHRB.D

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WF_

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WF_SHRB.DM.1.0

WF_SHRB.D

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WF_SHRB.D

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WF_STRA.DM.4.0

WF_OXFOQ.DM.1.0

WF_OXFOQ.DM.1.0

WF_OXFO.DM.3.0

WF_

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WF_M

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WF_

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WF_

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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_

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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_

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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. [email protected]

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

AutoCAD SHX Text
4
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GORSE CL
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1
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3
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4
AutoCAD SHX Text
3
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6
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2
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2
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Daisy Bank Farm
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HULLEYS CL
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7
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Track
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Pumping Station
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17
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15
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LLYS GWYN/
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26
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WHITE COURT
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Fern
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CLOSE
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Well House
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117.7m
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Smithy
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Dewberry
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Willow
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7
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19
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ALLERTON CL
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124.1m
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2
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Sub Sta
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61
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8
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Blossom
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1
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MOUNT TABOR
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121.9m
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Fair View
AutoCAD SHX Text
2
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59
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6
AutoCAD SHX Text
4
AutoCAD SHX Text
1
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42
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36
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54
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House
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52a
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Lay-by
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12
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12
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Thistle
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Honeysuckle
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12
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15
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LINWOOD CL
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1
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Clinic
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GORSE CL
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WELL HOUSE DRIVE
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26
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7
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7
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46
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1
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63
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El
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14
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1
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Lay-by
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Foxglove
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2
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Snowdrop
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23
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CAE
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GLAS/GREEN MEADOW RISE
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Cornel
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MAES DERW/OAKLAND WAY
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House
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30
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Waters Green Cottages
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8
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1
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52
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5
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14
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1
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35
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9
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3
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Ponds
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4
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18
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27
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HAZEL DRIVE
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CHESTER ROAD
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Ty-y-maes
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ST JOHNS
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7
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44
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2
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A 5104
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CR
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12
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9
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10
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8
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17
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HOLLY DRIVE
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2
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DRIVE
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2
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1
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2
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124.1m
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3
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118.9m
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19
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2
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11
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2
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4
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6
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KENT CLOSE
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1
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24
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The
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1
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Playground
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5
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3
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TREETOP CLOSE
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10
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6
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53
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WHITROCK RD
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2
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65
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Chapel
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34
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1
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10
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7
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Henffordd
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10
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5
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9
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WILLIAMS CL
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5
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28
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28
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20
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1
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45
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26
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2
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DARWEN DRIVE
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37
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49
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1
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1
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BRYN
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2
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6
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Issues
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58
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Pond
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CLOSE
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9
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Waters Green
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PLEASANT VIEW
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Craigle
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22
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Play Area
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7
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11
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Daisy Bank Farm
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HULLEYS CL
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10
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7
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38
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29
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73
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Track
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14
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Mallow
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10
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9
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Bramble
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3
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LOWER MOUNTAIN ROAD
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118.9m
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4
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2
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Primrose
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Ty??
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4
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Burdock
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Elder
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18
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73
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115.8m
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37
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15
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14
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2
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25
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6
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30
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14
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2
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WELL HOUSE
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83
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18
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7
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BYSIAU
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SAFLE
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STOP
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BUS
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BYSIAU
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SAFLE
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STOP
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BUS
Page 3: A.3.3.2. 7DEOH $ DVVXPHV QR SDUNHG YHKLFOHV ± VHH …

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. [email protected]

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

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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