outdoor lighting report · 2020. 9. 2. · date: 27 may 2020 designer: kimberly bartlett project...

DATE: 27 May 2020DESIGNER: Kimberly BartlettPROJECT No: 70067793-WSP-XX-BR-CA-E-1301PROJECT NAME: Brill Place

Existing Lighting Installation. Lighting Calculation deemed to be inaccordance with the requirements of BS 5489-1:2013 & BS EN13201-2:2015 Class P2.

Required Levels: Achieved Levels:Eav = 10.0 to 15.00 Eav = 13.39Emin = 2.0 Emin = 2.69

MF: 0.84 x 0.93 = 0.78 0.84 x 0.86 = 0.72

Existing equipment: 6m & 8m columns complete with bracket armsand functional luminaires. Equipment optics assumed based on LBCamden online inventory.(opendata.camden.gov.uk/ Environment/Camden-Street-Lighting/dfq3-8wzu)

Outdoor Lighting Report

Designer: ................................................................................

Checked: ................................................................................

Approved: ...............................................................................

PREPARED BY: WSPUnit 9 The ChaseJohn Tate RoadFoxholes Business ParkHertfordSG13 7NN

\\uk.wspgroup.com\central data\projects\700677xx\70067793 - brill place\02 wip\li lighting\01 model\70067793-wsp-xx-br-ca-e-1301.rtma

DATE: 27 May 2020 DESIGNER:PROJECT No: 70067793-WSP-XX-BR-CA-E-1301PROJECT NAME:

Kimberly Bartlett Brill Place

7462328218

Layout ReportGeneral DataDimensions in Metres Angles in DegreesGrid Origin 529774.4m x 183043.7mArea 204.5m x 125.8mSample Spacing 1.49m x 1.50m

Luminaires

Luminaire X Data Supplier

Type

Lamp(s)

LampFlux(klm)/Colour

File Name

Maintenance Factor

Imax70,80,90(cd/klm)

No. in Project

Philips

2685 CNN-E#

1 MT 90 10450 2800 PGZ12

10.45 2800 / 70

Arc 2685 CNN E# 1 MT 90 10450 2800 PGZ12.ldt

0.78

447.0, 68.0, 1.0

6

Luminaire Y Data Supplier

Type

Lamp(s)


File Name

Maintenance Factor

Imax70,80,90(cd/klm)

No. in Project

Philips

2685 CNN-G#

1 MT 60 6800 2800 PGZ12

6.80 2800 / 70

Arc 2685 CNN G# 1 MT 60 6800 2800 PGZ12.ldt

0.72

509.0, 83.0, 1.0

2

Layout

ID Type X Y Height Angle Tilt Cant Out-

reach

Target

X

Target

Y

Target

Z

7 X 529818.29 183076.74 8.00 303.00 0.00 0.00 1.50

6 X 529835.51 183088.11 8.00 303.00 0.00 0.00 1.50

5 X 529849.25 183098.46 8.00 302.00 0.00 0.00 1.50

4 X 529869.62 183111.91 8.00 303.00 0.00 0.00 1.50

3 X 529892.38 183126.94 8.00 303.00 0.00 0.00 1.50

2 X 529917.63 183143.37 8.00 303.00 0.00 0.00 1.50

7 Y 529827.55 183106.14 6.00 32.00 0.00 0.00 0.50

8 Y 529821.27 183136.10 6.00 210.00 0.00 0.00 0.50

2



7462328218

Horizontal Illuminance (lux)Grid 1

6.56.46.39.49.79.39.08.7

12 1313 1312 12129.913 15 1717 1817 1715 13

8.91215 18 2022 2322 2017 145.67.310 1417 21 2427 2624 2016 13 9.4

4.96.38.411 1520 24 2728 2622 1814 11 8.14.14.75.67.09.413 1722 25 2624 2117 1411 8.66.64.8

4.44.85.56.57.91114 1821 23 2219 1512 9.27.36.04.83.75.25.35.55.96.67.69.11114 1718 18 1714 107.86.14.94.1

6.86.96.96.97.38.09.010 1113 1414 14 129.67.05.34.23.59.69.89.69.49.39.29.39.810 11 1111 1111 10 8.96.75.03.9

10 12 1314 1313 13 1312 1111 11 109.58.57.87.46.44.93.81114 16 1718 1818 17 1614 1211 10 9.38.06.85.85.24.5

7.410 1316 19 2122 2322 20 1714 119.68.67.66.55.34.43.86.48.511 1519 22 2527 2624 20 1613 9.97.96.96.05.04.1

4.95.77.29.613 1722 26 2828 2522 18 1411 8.46.45.34.53.85.15.76.58.11114 1924 26 2725 2117 14 119.17.05.14.13.42.9

5.75.86.16.77.79.31216 2023 24 2319 1512 9.67.76.55.24.13.32.77.67.67.57.78.29.311 1317 1920 19 1814 118.16.55.44.53.83.2

10 11 1110 1010 1011 12 1315 1616 15 1310 7.55.84.73.93.32.91314 15 1514 1414 1313 13 1313 1312 12 9.67.35.54.33.52.9

1214 1718 19 1919 1918 1614 13 1211 9.58.88.47.15.54.33.42.710 12 1517 2022 24 2525 2320 1714 12 108.87.56.45.85.14.23.4

1111 13 1720 2327 29 2928 2420 1613 9.98.26.95.84.94.23.73.21011 1213 15 1923 2730 31 2926 2218 1411 8.26.55.44.53.83.2

9.711 1212 1315 17 2126 2930 29 2622 1815 129.36.75.24.23.53.01012 13 1415 1517 20 2326 2827 24 2016 1311 9.27.35.54.23.41315 17 1818 1921 23 2424 2422 18 1512 9.78.16.85.64.41619 21 2223 2424 24 2321 1917 14 118.77.26.15.14.3

15 1922 25 2729 2826 23 2017 1513 9.98.06.55.44.69.51317 2126 29 3232 3025 20 1613 108.87.25.94.84.011 1419 2429 32 3330 2722 17 139.77.46.25.24.4

9.812 1621 2630 31 2925 2117 13 107.75.64.53.814 1822 2627 26 2319 1512 9.47.55.84.416 1921 2222 21 1714 118.56.75.44.3

1718 1817 16 1310.07.96.15.01414 1413 11 9.07.35.94.7

10 9.48.97.96.55.46.55.95.44.74.74.1

252525

25

2525

25

25

25

20

20

20

2020

20

2020

20

2020

1515

15

15

15

15

15

15

15

15

15

15

15

15

15

15

1010

10

10

10

10

10

10

10

1010

10

10

10

10

1010

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

SC

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGN

BIN

BIN

BIN

BIN

PIPE

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POSTPOST

POST

POST

POST

POST

POST

POST

POST

POSTPOSTPOST

IC

IC

IC

STUMP

STUMP

BUSH

DP

DP

G 0 .6 m

G 0 .6 m

G 0 .6 m

S 12 .0m

G 0 .9 m

S 12 .0m

G 0 .9 m

G 0 .9 m

G 0 .9 m

S 12 .0m

G 0 .9 m

G 0 .9 m

S 12 .0m G 0 .9 m

G 0 .9 m

G 0 .9 mG 0 .9 m

S 12 .0m

S 14 .0m

G 1 .3 m

G 1 .3 m

S 12 .0m

G 1 .3 m

G 1 .3 m

G 1 .3 m

G 1 .6 m

G 1 .6 m

S 10 .0m

S 16 .0m

S 20 .0m

S 14 .0m

G 1 .6 m

G 1 .9 m

G 1 .9 m

G 1 .9 m

G 1 .9 m

S 12 .0m

G 2 .2 m

MH

MH

MH

MH

MH MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

GU

GU

GU

GU

GU

GU

GU

GU

GU

GU

GU

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

FH

FH

IC

IC

IC

IC

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGN

SIGN

SIGN

BOLBOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

WM

IC

IC

IC

IC

IC

IC

IC

CATV

CATVCATVCATV

CATV

CATV

CATV

WO

WOWO

WO

WO

GU

GU

GU

GU

TELTEL

TELTEL

TEL

TEL

TEL

TELTEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

DP

DP

G 0 .3 m

S 3.0 m

S 4.0 m

G 0 .3 m

G 0 .3 m

G 0 .3 m

G 0 .3 m

G 0 .6 m

G 0 .6 m

G 1 .3 m

G 1 .3 m

G 1 .6 m

BOL

S 4.0 m

S 4.0 m

S 3.0 m

S 4.0 m

S 3.0 m

G 0 .3 m

G 0 .3 m

S 4.0 m

S 14 .0m

S 12 .0m

G 1 .3 m

G 1 .6 mS 14 .0m

S 14 .0m

S 16 .0m

S 12 .0m

S 12 .0m

S 16 .0m

S 8.0 m

S 8.0 mG 0 .6 m

S 5.0 mS 20 .0m

S 6.0 m

S 6.0 m

G 0 .9 m

S 12 .0m

S 12 .0m

S 16 .0m

S 12 .0m

S 12 .0m

G 0 .9 m

G 0 .9 m

S 12 .0m

S 8.0 m

G 1 .3 m

S 12 .0mS 12 .0m

G 0 .9 m

G 0 .6 m

S 20 .0m

S 14 .0m

G 1 .6 m

G 1 .6 m

G 1 .6 m

S 14 .0m

S 15 .0m

G 1 .6 m

S 12 .0m

S 12 .0m

G 1 .9 m

S 12 .0m

S 12 .0m

S 2.0 m

MH

MHMH

GU

IC

SIGN

SIGN

SIGN

BOL

BOL

BOL

BOL

BOL

BOLBOL

BOL

BOL

BOL

BOLBOL

BOL

BOL

BOL

BOL

BOLBOL

BOL

IC

IC

IC

IC

IC

IC

IC

ICIC

IC

SV

GU

GU

GU

GU

GU

GU

GU

GU

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

Cycle Way

Sculpture

19.4m

7X

6X

5X

4X

3X

2X

7Y

8Y

183169.49m

183043.73m

529774.41m 529978.88m

Results Eav

Emin

Emax

Emin/Emax

Emin/Eav

13.39

2.69

32.59

0.08

0.20

3

DATE: 27 May 2020DESIGNER: Kimberly BartlettPROJECT No: 70067793-WSP-XX-BR-CA-E-1302PROJECT NAME: Brill Place

Proposed Lighting Design. Lighting Calculation in accordance withthe requirements of BS 5489-1:2013 & BS EN 13201-2:2015 ClassP2.

Required Levels: Achieved Levels:Eav = 10.0 to 15.00 Eav = 13.83Emin = 2.0 Emin = 2.77

MF: L0.90 x F0.1 x 0.92 = 0.83 0.84 x 0.86 = 0.72

Proposed equipment: 8m column in NAL temporary 750mm surfaceconcrete foundation complete with 1.25m bracket arm and ASDHighway Diamond MAXI 92LED 600mA M2 optic luminaire. Re-heading of existing column 3 withASD Highway Diamond MAXI92LED 600mA M2 optic luminaire.

Outdoor Lighting Report

Designer: ................................................................................

Checked: ................................................................................

Approved: ...............................................................................

PREPARED BY: WSPUnit 9 The ChaseJohn Tate RoadFoxholes Business ParkHertfordSG13 7NN

\\uk.wspgroup.com\central data\projects\700677xx\70067793 - brill place\02 wip\li lighting\01 model\70067793-wsp-xx-br-ca-e-1302.rtma



7462328218

Layout ReportGeneral DataDimensions in Metres Angles in DegreesGrid Origin 529774.4m x 183043.7mArea 204.5m x 125.8mSample Spacing 1.49m x 1.50m

Luminaires

Luminaire A Data Supplier

Type

Lamp(s)


File Name

Maintenance Factor

Lum. Int. Class

No. in Project

ASD Lighting

HWD6-#4LED09260-M2 Osram Rev 1

4000K Osram LED

16.72 4000/72

HWD6-#4K09260-M2 (167w).ldt

0.83

None

2

Luminaire X Data Supplier

Type

Lamp(s)


File Name

Maintenance Factor

Lum. Int. Class

No. in Project

Philips

2685 CNN-E#

1 MT 90 10450 2800 PGZ12

10.45 2800 / 70

Arc 2685 CNN E# 1 MT 90 10450 2800 PGZ12.ldt

0.78

G3

3

Luminaire Y Data Supplier

Type

Lamp(s)


File Name

Maintenance Factor

Lum. Int. Class

No. in Project

Philips

2685 CNN-G#

1 MT 60 6800 2800 PGZ12

6.80 2800 / 70

Arc 2685 CNN G# 1 MT 60 6800 2800 PGZ12.ldt

0.72

G3

2

Layout

ID Type X Y Height Angle Tilt Cant Out-

reach

Target

X

Target

Y

Target

Z

7 X 529818.29 183076.74 8.00 303.00 0.00 0.00 1.50

6 X 529835.51 183088.11 8.00 303.00 0.00 0.00 1.50

5 A 529854.45 183107.54 8.75 302.00 0.00 0.00 1.50

3 A 529892.38 183126.94 8.00 303.00 0.00 0.00 1.50

2 X 529917.63 183143.37 8.00 303.00 0.00 0.00 1.50

7 Y 529827.55 183106.14 6.00 32.00 0.00 0.00 0.50

8 Y 529821.27 183136.10 6.00 210.00 0.00 0.00 0.50

2



7462328218

Horizontal Illuminance (lux)Grid 1

1212 121516 1616 15

18 2022 2220 18161619 23 2729 2925 2117 16

14 1924 29 3335 3227 2218 169.81217 2229 34 3737 3227 2118 15 12

9.411 1418 2430 34 3533 2924 2017 14 128.19.110 12 1418 2326 30 3028 2420 1815 13 1213

9.510 1111 12 1417 1922 23 2322 1918 1715 14 12138.18.79.810 1111 12 1415 1618 19 1918 1817 1614 12

7.57.98.08.28.89.510 11 1214 1516 16 1616 1615 13117.67.27.17.07.17.37.88.79.49.91011 1212 12 1314 1412

9.18.27.56.96.76.56.56.87.28.08.79.19.49.59.910 12 1212 119.69.08.27.56.86.46.36.46.67.17.88.48.89.310 1213 13 12

1211 9.78.88.27.56.86.46.46.77.07.48.08.79.71113 1616 1416 1312 108.98.07.36.96.77.07.37.88.38.99.811 1316 18

2421 17 1412 118.77.87.37.37.88.28.69.09.49.811 12 141529 2622 18 1413 118.47.67.88.79.710 10 1010 1111 12 1212

30 3130 2621 17 1513 9.88.18.19.711 1312 11 1110 9.910.09.89.42730 2927 2420 16 1411 9.28.510 1314 1413 11 9.99.38.58.0

19 22 2526 2523 2017 15 1311 9.610.012 1414 1311 9.78.37.36.51517 19 2121 2119 1615 14 1311 1011 12 1211 108.67.26.0

1213 1315 16 1717 1616 1515 13 1211 9.89.89.78.87.76.55.24.612 11 1112 1414 15 1516 1514 1414 12 119.38.48.17.05.74.73.7

1211 11 1111 1213 13 1313 1314 1312 10 8.57.16.55.84.63.52.81111 1111 11 1111 1111 11 1212 1312 119.57.76.15.44.94.03.1

10 11 1212 1212 12 1211 1212 12 1212 1211 9.27.35.85.04.33.62.81112 13 1414 1413 13 1313 1415 16 1513 129.97.86.25.04.03.31315 16 1717 1717 17 1616 1719 18 1613 118.46.34.83.81618 20 2121 2221 20 1918 1919 17 1411 8.05.94.53.5

15 1821 24 2627 2624 22 2118 1716 14 117.55.24.09.71317 2125 28 3030 2825 21 1916 1412 9.77.04.83.511 1419 2428 31 3129 2623 19 1613 108.46.44.5

10.013 1621 2629 30 2825 2118 15 1310 7.55.54.114 1822 2527 26 2219 1513 11 8.97.05.216 1921 2222 20 1714 119.07.46.04.6

1718 1817 15 139.98.06.45.31514 1413 11 8.97.25.94.7

10 9.49.07.96.45.36.66.05.44.64.84.2

15

15

1515

15

15

15

15 1515

1515

15

15

1515

15

15

10

10

1010

10

1010

10

10

10

10

10

2.0

2.02.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

SC

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGN

BIN

BIN

BIN

BIN

PIPE

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POSTPOST

POST

POST

POST

POST

POST

POST

POST

POSTPOSTPOST

IC

IC

IC

STUMP

STUMP

BUSH

DP

DP

G 0 .6 m

G 0 .6 m

G 0 .6 m

S 12 .0m

G 0 .9 m

S 12 .0m

G 0 .9 m

G 0 .9 m

G 0 .9 m

S 12 .0m

G 0 .9 m

G 0 .9 m

S 12 .0m G 0 .9 m

G 0 .9 m

G 0 .9 mG 0 .9 m

S 12 .0m

S 14 .0m

G 1 .3 m

G 1 .3 m

S 12 .0m

G 1 .3 m

G 1 .3 m

G 1 .3 m

G 1 .6 m

G 1 .6 m

S 10 .0m

S 16 .0m

S 20 .0m

S 14 .0m

G 1 .6 m

G 1 .9 m

G 1 .9 m

G 1 .9 m

G 1 .9 m

S 12 .0m

G 2 .2 m

MH

MH

MH

MH

MH MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

GU

GU

GU

GU

GU

GU

GU

GU

GU

GU

GU

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

FH

FH

IC

IC

IC

IC

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGN

SIGN

SIGN

BOLBOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

WM

IC

IC

IC

IC

IC

IC

IC

CATV

CATVCATVCATV

CATV

CATV

CATV

WO

WOWO

WO

WO

GU

GU

GU

GU

TELTEL

TELTEL

TEL

TEL

TEL

TELTEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

DP

DP

G 0 .3 m

S 3.0 m

S 4.0 m

G 0 .3 m

G 0 .3 m

G 0 .3 m

G 0 .3 m

G 0 .6 m

G 0 .6 m

G 1 .3 m

G 1 .3 m

G 1 .6 m

BOL

S 4.0 m

S 4.0 m

S 3.0 m

S 4.0 m

S 3.0 m

G 0 .3 m

G 0 .3 m

S 4.0 m

S 14 .0m

S 12 .0m

G 1 .3 m

G 1 .6 mS 14 .0m

S 14 .0m

S 16 .0m

S 12 .0m

S 12 .0m

S 16 .0m

S 8.0 m

S 8.0 mG 0 .6 m

S 5.0 mS 20 .0m

S 6.0 m

S 6.0 m

G 0 .9 m

S 12 .0m

S 12 .0m

S 16 .0m

S 12 .0m

S 12 .0m

G 0 .9 m

G 0 .9 m

S 12 .0m

S 8.0 m

G 1 .3 m

S 12 .0mS 12 .0m

G 0 .9 m

G 0 .6 m

S 20 .0m

S 14 .0m

G 1 .6 m

G 1 .6 m

G 1 .6 m

S 14 .0m

S 15 .0m

G 1 .6 m

S 12 .0m

S 12 .0m

G 1 .9 m

S 12 .0m

S 12 .0m

S 2.0 m

MH

MHMH

GU

IC

SIGN

SIGN

SIGN

BOL

BOL

BOL

BOL

BOL

BOLBOL

BOL

BOL

BOL

BOLBOL

BOL

BOL

BOL

BOL

BOLBOL

BOL

IC

IC

IC

IC

IC

IC

IC

ICIC

IC

SV

GU

GU

GU

GU

GU

GU

GU

GU

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

Cycle Way

Sculpture

19.4m

7X

6X

5A

3A

2X

7Y

8Y

183169.49m

183043.73m

529774.41m 529978.88m

Results Eav

Emin

Emax

Emin/Emax

Emin/Eav

13.83

2.77

37.05

0.07

0.20

3

SC

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGN

BIN

BIN

BIN

BIN

PIPE

POST

POST

POST

POST

POST

POST

POST

POST

P

O

S

T

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

ELEC

IC

IC

IC

IC

STUMP

STUMP

STUMP

BUSH

DP

DP

G 0.3m

G 0.6m

G 0.6m

G 0.6m

S 12.0m

G 0.9m

G 0.9m

G 0.9m

G 0.9m

S 12.0m

G 0.9m

G 0.9m

G 0.9m

S 10.0m

G 0.9m

G 0.9m

S 12.0m

G 0.9m

G 0.9m

S 12.0m

G 0.9m

G 0.9m

G 0.9m

G 0.9m

S 12.0m

S 14.0m

S 14.0m

G 1.3m

G 1.3m

S 12.0m

G 1.3m

G 1.3m

G 1.3m

G 1.6m

G 1.6m

G 1.6m

G 1.6m

S 10.0m

S 16.0m

S 20.0m

S 14.0m

G 1.6m

G 1.9m

G 1.9m

G 1.9m

G 1.9m

S 12.0m

G 2.2m

MH

MH

MH

MH

MHMH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

GU

GU

GU

GU

GU

GU

GU

GU

GU

GU

SC

SC

SC

SC

SC

SC

SC

SC

FH

FH

IC

IC

IC

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGN

SIGN

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

WM

IC

IC

IC

IC

IC

IC

IC

CATV

CATV

CATV

CATV

CATV

CATV

WO

WO

WO

WO

WO

GU

GU

GU

GU

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

DP

DP

G 0.3m

S 3.0m

S 4.0m

G 0.3m

G 0.6m

G 1.6m

S 3.0m

G 0.3m

G 0.3m

S 4.0m

S 15.0m

S 15.0m

G 1.3m

S 14.0m

S 12.0m

G 1.3m

G 1.6m

S 14.0m

S 14.0m

S 16.0m

S 12.0m

S 12.0m

S 16.0m

S 8.0m

S 8.0m

G 0.6m

S 5.0m

S 20.0m

S 6.0m

S 6.0m

G 0.9m

S 12.0m

S 12.0m

S 16.0m

S 4.0m

S 15.0m

S 14.0m

S 14.0m

S 12.0m

G 1.3m

S 12.0m

G 0.9m

S 12.0m

S 12.0m

G 0.9m

S 10.0m

G 0.9m

S 12.0m

S 8.0m

G 1.3m

S 12.0m

S 12.0m

G 0.9m

G 0.6m

S 20.0m

S 14.0m

G 1.6m

G 1.6m

G 1.6m

S 14.0m

S 15.0m

G 1.6m

S 12.0m

S 12.0m

G 1.9m

S 2.0m

MH

MH

MH

GU

SIGN

SIGN

SIGN

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

IC

IC

IC

IC

IC

IC

IC

SV

GU

GU

GU

GU

GU

GU

GU

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

PFL

Sculpture

N

E

V

I

L

L

E

C

L

O

S

E

M

I

D

L

A

N

D

R

O

A

D

EC03

DNOX/T12

COLUMN

NC05

PRIV/T8

COLUMN

EC04

DNOD

COLUMN

EC05

DNOD

COLUMN

S3 - FOR REVIEW

wsp.com

WSP House, 70 Chancery Lane, London, WC2A 1AF, UK

T+ 44 (0) 207 314 5000, F+ 44 (0) 207 314 5111

DO NOT SCALE

APPROVED:

DRAWING No:

PROJECT No:

SCALE @ A3:

TITLE:

PROJECT:

DESIGNED:

CHECKED:

DATE:

REV:

ARCHITECT:

CLIENT:

DRAWING STATUS:

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DRAWN:

WSP UK Ltd

c

70067793

70067793-WSP-XX-BR-DR-E-1301 P01

BRILL PLACE

LBS PROPERTIES LTD

1:500 PT PJB

KB May 20KB

TEMPORARY HIGHWAY LIGHTING WORKS

DURING BASEMENT WORKS PHASE

Reproduced from the Ordnance Survey map

with the permission of the Controller of Her

Majesty's Stationery Office. Licence no.

100048755. Crown copyright reserved.

RHINO BARRIERS FOR PIT LANE

2.4m SOLID HOARDING

TREE PROTECTION (FENCING)

EXISTING 8m COLUMN AND LUMINAIRE TO BE

REMOVED TO CONTRACTORS OFF SITE RECYCLING

FACILITY.

EXISTING COLUMN TO REMAIN. EXISTING

LUMINAIRE TO BE REMOVED TO CONTRACTORS OFF

SITE RECYCLING FACILITY AND REPLACED WITH

TYPE A LANTERN.

PROPOSED 8m TEMPORARY ROAD LIGHTING

COLUMN WITH TYPE A ASD HIGHWAY DIAMOND MIDI

LUMINAIRE COMPLETE WITH 7 PIN NEMA SOCKET.

OUTREACH BRACKET ARM: 1.25m

LAMP: 92LED 600mA 4000K 16.72klm

OPTIC SETTING: M2

CONTROL GEAR: INTEGRAL ELECTRONIC

ISOLATION: SECONDARY ISOLATOR FITTED WITH

BS88 FUSE

SWITCHING: LB CAMDEN SPECIFICATION

FOUNDATIONS: NAL 750mm TEMPORARY

CONCRETE FOUNDATION.

KEY:

EXISTING COLUMN TO REMAIN IN SITU.

ELECTRICAL SUPPLY ABBREVIATIONS.

NC - NEW COLUMN

EC - EXISTING COLUMN

DNO - DISTRIBUTION NETWORK OPERATOR

DNOD - PERMANENT DISCONNECTION

DNOX - NO DNO WORKS REQUIRED

PRIV - PRIVATE SUPPLY

NOTES:

1. CONTRACTOR TO LIAISE WITH DISTRIBUTION

NETWORK OPERATOR PRIOR TO

COMMENCEMENT OF WORKS.

2. CURRENT STATS DRAWING TO BE OBTAINED BY

CONTRACTOR PRIOR TO COMMENCEMENT OF

WORKS.

3. ALL EXISTING EQUIPMENT TO BE MADE

ELECTRICALLY SAFE PRIOR TO


4. ALL ELECTRICAL WORKS TO BE CARRIED OUT IN

ACCORDANCE WITH BS7671 IET WIRING

REGULATIONS.

5. RE-USE OF EXISTING COLUMN 3 IS SUBJECT TO

SATISFACTORY STRUCTURAL TESTING

RESULTS. SHOULD THESE RESULTS NOT BE

SATISFACTORY, APPROVAL SHOULD BE

SOUGHT FROM LB CAMDEN FOR A REDUCTION

IN LIGHTING LEVELS THROUGH USE OF THE

EXISTING LUMINAIRE.

6. ELECTRICAL SUPPLY DESIGN TO BE

UNDERTAKEN BY OTHERS.

7. INSTALLATION AND MAINTENANCE DETAILS FOR

THE TEMPORARY CONCRETE BLOCK

FOUNDATION ARE TO BE SOUGHT FROM THE

MANUFACTURER PRIOR TO COMMENCEMENT

OF WORKS:

BEN PARSONS - NAL LTD

WEIR LANE, WORCESTER, WR2 4AY.

PHONE: 01905 427 100. FAX: 01905 427 030

EMAIL: [email protected]

- EQUIPMENT TYPE

- MAINTENANCE NUMBER

- CONNECTION TYPE, ACTION REQUIRED/

TERMINATION TYPE

PROPOSED EQUIPMENT ATTRIBUTE BOX:

COLUMN

NC00

DNOC/T12

INDICATES A RESIDUAL RISK REQUIRING A

COMPULSORY ACTION

INDICATES A RESIDUAL RISK FOR INFORMATION

INDICATES A RESIDUAL RISK REQUIRING A

PROHIBITIVE ACTION

INDICATES A RESIDUAL RISK AS A WARNING

HEALTH AND SAFETY SYMBOLS LEGEND

STATUTORY UNDERTAKERS PLANS NOT AVAILABLE AT

TIME OF DESIGN. CONTRACTOR TO ENSURE AVAILABILITY

OF CURRENT STATS PRIOR TO COMMENCEMENT OF

WORKS

PRIVATE CABLE NETWORK TO BE DESIGNED BY OTHERS.

ELECTRICAL DESIGN REQUIRES EARLY CONTRACTOR

INVOLVEMENT PRIOR TO COMMENCEMENT OF WORKS, TO

CONFIRM ORIGIN AND ROUTE OF ELECTRICAL SUPPLIES.

LANTERN & BRACKET LOCATION SCHEDULE

GENERAL BRACKET LANTERN LAMP

SWITCHING SUPPLY

CO-ORDINATES

MISCELLANEOUS

SCHEME

REF

MANUFACTURER

/REF

MATERIAL

MOUNTING

HEIGHT

COLUMN

SECTION /

TYPE

FOUNDATION DETAIL TYPE COLOUR PROJECTION INCLINATION MANUFACTURER

CATEGORY NO /

NAME

OPTIC SETTING CONTROL GEAR TILT TYPE

WATTAGE/

klm

EASTING NORTHING

EC03 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ASD

HIGHWAY

DIAMOND MIDI

M2

INTEGRAL

ELECTRONIC DALI

0°

92 LED

600mA

4000K CCT

167W

(16.72klm)

SWITCHED TO LB

CAMDEN

SPECIFICATION

DNOX/T12 EXISTING EXISTING

TO BE INSTALLED AS PER

CONTRACT DRAWINGS

NC05 TBC

TUBULAR

STEEL

8m

TUBULAR

STEEL

NAL TEMPORARY 750mm

CONCRETE BLOCK

FOUNDATION

SINGLE N/A 1.25m N/A ASD

HIGHWAY

DIAMOND MIDI

M2

INTEGRAL

ELECTRONIC DALI

0°

92 LED

600mA

4000K CCT

167W

(16.72klm)

SWITCHED TO LB

CAMDEN

SPECIFICATION

PRIV/T8 529854.416 183107.560

TO BE INSTALLED AS PER

CONTRACT DRAWINGS

S3 - FOR REVIEW

wsp.com

WSP House, 70 Chancery Lane, London, WC2A 1AF, UK

T+ 44 (0) 207 314 5000, F+ 44 (0) 207 314 5111

DO NOT SCALE

APPROVED:

DRAWING No:

PROJECT No:

SCALE @ A3:

TITLE:

PROJECT:

DESIGNED:

CHECKED:

DATE:

REV:

ARCHITECT:

CLIENT:

DRAWING STATUS:

File

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DRAWN:

WSP UK Ltd

c

70067793

70067793-WSP-XX-BR-DR-E-1401 P01

BRILL PLACE

LBS PROPERTIES LTD

Custom PT PJB

KB May 20KB

TEMPORARY HIGHWAY LIGHTING WORKS

COLUMN SCHEDULE & TERMINATION DETAILS

DURING BASEMENT WORKS PHASE

Reproduced from the Ordnance Survey map

with the permission of the Controller of Her

Majesty's Stationery Office. Licence no.

100048755. Crown copyright reserved.

ELECTRICAL SUPPLY ABBREVIATIONS.

NC - NEW COLUMN

EC - EXISTING COLUMN

DNO - DISTRIBUTION NETWORK OPERATOR

DNOD - PERMANENT DISCONNECTION

DNOX - NO DNO WORKS REQUIRED

PRIV - PRIVATE SUPPLY

NOTES:

1. CONTRACTOR TO LIAISE WITH DISTRIBUTION NETWORK

OPERATOR PRIOR TO COMMENCEMENT OF WORKS.

2. ALL EXISTING EQUIPMENT TO BE MADE ELECTRICALLY

SAFE PRIOR TO COMMENCEMENT OF WORKS.

3. ALL ELECTRICAL WORKS TO BE CARRIED OUT IN

ACCORDANCE WITH BS7671 IET WIRING REGULATIONS.

4. ELECTRICAL SUPPLY DESIGN TO BE UNDERTAKEN BY

OTHERS.

5. INSTALLATION AND MAINTENANCE DETAILS FOR THE

TEMPORARY CONCRETE BLOCK FOUNDATION ARE TO BE

SOUGHT FROM THE MANUFACTURER PRIOR TO


Project No 70067793 Project Name

Ref Risk Category*

& Phase where appropriate,

e.g. location/environment,

construction, operation, maintenance,

alteration/demolition

Work Element/Location

(where appropriate)

Hazard or Risk Issue Identified Risk Management

Owner

Design ERIc Action Required

(e.g. hazard elimination/risk mitigation action, information to

be provided to others)

Significant Temporary Works

Requirements/Management Arrangements and/or

any Special Erection/Installation Sequences or

Requirements

Design Action Status/Final Resolution Notes

(e.g. traceability of ERIc action, communication of

significant residual risk, critical design criteria, etc. )

Significant

Residual Risk§

Date Logged/

Reviewed

Raised By

001 Construction, maintenance,

demolition

Lantern installation Working at height - 'topping out' columns with

lanterns

Contractor removal of columns not possible, raise and lower columns

not appropriate for temporary installation. Standard

columns and MEWP access only reasonable solution for

scheme.

none Closed. Working at height for this type of work is

standard procedure for contractors working on street

lighting columns. Risk is mitigated through trained

and competent MEWP operators, clipping on, use of

lanyards and torqued helmets.

No 28/05/2020 K Bartlett

002 Location All Potential disruption/nuisance affecting the genetic

research facility, The Crick Institute on adjacent site

Lead Designer Reduce construction activities likely to disrupt operation of

facility, designing positions on the oppostie side othe road

only.

Initial design review carried out with design team.

Further regular design reviews planned to review

issues. No outstanding issues currently to be

addressed


003 Working adjacent to live traffic location works are on public highway, adjacent to live traffic

and construction vehicles at all times.

Contractor road closure ideal scenario however not possible due to

emergency routes, proximity to St Pancras International

station and live construction site.

Pit Lane in use and full site hoarding. Closed. Risk already mitigated in contractors design

and highway pit lane design by others.



demolition

Column installation risk of electrocution whilst connecting temporary

supply to temporary column.

Electrical Engineer Electrical design undertaken by others and managed by the

contractor. Reasonable risk mitigration provided on dwgs

stating design to be to BS7671 and liaison with DNO required

prior to commnecmenet of works.

Early contractor involvement required by electrical

designer to verify source of supply for temporary

lighting. Earthing electrodes may be required for

the temporary installation.

Closed. Notes provided on dwgs. No 28/05/2020 K Bartlett


demolition

Temporary foundation Risk of damage to foundation, crushing injuries during

install and removal

Contractor contractor to work with the foundation supplier and meet all

requiredment laid down by same. Note and contact details

for foundation manufacturer provided on 1301 dwg.

none Closed. Notes provided on dwgs. No 28/05/2020 K Bartlett

Issue 3.0Copy rows then insert above this line to ensure formula are copied

BMS: Project Delivery

T446: Design Risk Management Schedule Brill Place

Guidance Notes (see guidance notes page for more details)Design risk management should be an integral part of the overall design development and designers should think of it in terms of considering constructability, maintainability, etc. Designers only need to document their consideration of risks in this simple risk register format. There is no requirement for quantative design risk assessments to be carried out/documented and these should be avoided

* Risks should be considered in a logical sequence relating to the location/operational environment, constructability/installability, operability (normal/emergency), maintainability (inc routine cleaning, replacement, etc.), and alteration/decommissioning/dismantling/demolition, and should be categorised against those headings,

CIRIA guidance documents C755, C756, C686, C607 etc. provide a useful checklist and detailed guidance on the identification of risks to be considered during design and how those risks might be addressed - see detailed guidance notes for more details§ Significant residual risks are those which are unusual, not obvious, difficult to manage, or where critical design assumptions apply. The documentation by designers of residual risks that cover well-known and understood hazards should be avoided.

T446 Design Risk Management Schedule Page 1 of 1

2020-05-29T11:08:46+0100Bartlett, KimberlyDESIGNER

2020-05-29T14:20:57+0100Tearse, PeterChecker

2020-06-01T12:13:50+0100Batchelor, Paul (UKPJB004)Approved










outdoor lighting report · 2020. 9. 2. · date: 27 may 2020 designer: kimberly bartlett project...

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