location photograph · 2017. 11. 9. · huawei 3900a cabinet and amp30 cabinet (behind) to be...

SITE LOCATION (SCALE 1:1250)

SITE LOCATION SITE LOCATION

SITE LOCATION (SCALE 1:50000)

LOCATION PHOTOGRAPH

THESE DRAWINGS COMPLY WITH STANDARD ICNIRP DESIGN GUIDELINES.

C

THIS DRAWING IS THE COPYRIGHT OF NET COVERAGE

SOLUTIONS LTD AND MAY NOT BE REPRODUCED OR

DISCLOSED TO A THIRD PARTY IN ANY FORM WITHOUT

WRITTEN PERMISSION

NET COVERAGE SOLUTIONS

CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

050m 100m 150m

SCALE 1:1250

0 1km 2km 3km 4km 5km

SCALE 1:50000

P

A

T

S

H

U

L

L

R

O

A

D

ST CHAD'S CHURCH

EXISTING SITE PLAN (SCALE 1:500)


50m40m0

30m20m10m5m

SCALE 1:500

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

P

A

T

S

H

U

L

L

R

O

A

D

ST CHAD'S CHURCH

PROPOSED TRANSMISSION CABLE TO

ENTER CHURCH AND FOLLOW POWER

CABLE TO EQUIPMENT CABINETS

PROPOSED SUB-METERED POWER

SUPPLY TO BE TAKEN FROM

EXISTING CHURCH INTAKE.

PROPOSED ANTENNAS TO BE

MOUNTED BEHIND REPLACEMENT

REPLICA LOUVERS WITHIN BELL

CHAMBER

PROPOSED EQUIPMENT CABINETS TO

BE LOCATED WITHIN CHURCH TOWER

PROPOSED SITE PLAN (SCALE 1:500)


50m40m0

30m20m10m5m

SCALE 1:500

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

XII

I

I

I

III

I

I

I

I

V

VIV

I

I

V

I

I

I

IX

X

X

I

RINGING CHAMBER LEVEL

8.42m AGL

CLOCK CHAMBER LEVEL

13.525m AGL

BELL CHAMBER LEVEL

15.60m AGL

EXISTING SOUTH ELEVATION (SCALE 1:150)


SCALE 1:150

2m 4m 6m 8m 10m0

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

XII

I

I

I

III

I

I

I

I

V

VIV

I

I

V

I

I

I

IX

X

X

I

RINGING CHAMBER LEVEL

8.42m AGL

CLOCK CHAMBER LEVEL

13.525m AGL

BELL CHAMBER LEVEL

15.60m AGL

C/L OF PROPOSED ANTENNA

17.00m AGL

PROPOSED EQUIPMENT

PLATFORM 20.94m AGL

PROPOSED ANTENNAS TO BE MOUNTED

BEHIND REPLACEMENT REPLICA

LOUVERS WITHIN BELL CHAMBER

PROPOSED EQUIPMENT CABINETS TO

BE LOCATED WITHIN CHURCH TOWER


PROPOSED SOUTH ELEVATION (SCALE 1:150)

SCALE 1:150

2m 4m 6m 8m 10m0

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

EXISTING SPIRAL

STAIRCASE ACCESS

UP THROUGH TOWER

PROPOSED SUB METERED

POWER CABLE AND

TRANSMISSION CABLE TO RUN

FROM EXISTING CHURCH POWER

INTAKE LOCATED IN VESTRY AT

OTHER END OF CHURCH. CABLES

TO RUN ALONG AT ROOF LEVEL

AND ENTER INTO RINGING

CHAMBER ABOVE EXISTING OAK

PANELLING VIA NEW CORE

DRILLED HOLE. CABLES TO THEN

RUN UP TO EQUIPMENT LEVEL

CLIPPED TO WALLS.

INDICATES PROPOSED

EMERGENCY BULKHEAD

LIGHTING.

EXISTING CLOCK

WEIGHT SHAFT

PROPOSED ROPE GRAB

RAIL TO BE FITTED TO

CENTRAL SPINE OF

SPIRAL STAIRCASE

SECURED TOP AND

BOTTOM AND AT

REGULAR INTERVALS TO

SPINE WITH ROPE EYE

RESIN ANCHORED INTO

JOINTS

DOWN

PROPOSED RINGING CHAMBER PLAN (SCALE 1:50)

SCALE 1:50

01m 2m 3m 4m 5m

C




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CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

EXISTING SPIRAL

STAIRCASE ACCESS

UP THROUGH TOWER


POWER CABLE AND


FROM RINGING CHAMBER BELOW

CLIPPED TO WALLS UP AND

AROUND CLOCK CHAMBER

INDICATES PROPOSED

EMERGENCY BULKHEAD

LIGHTING.


POWER CABLE AND

TRANSMISSION CABLE TO

CONTINUE CLIPPED TO WALL UP

INTO BELL CHAMBER

EXISTING BELL ROPES

EXISTING CHIME

BARREL MECHANISM

EXISTING CLOCK

HOUSING


POWER CABLE AND

TRANSMISSION CABLE TO RUN AT

HIGH LEVEL CLIPPED TO WALLS

PROPOSED ROPE GRAB

RAIL TO BE FITTED TO

CENTRAL SPINE OF

SPIRAL STAIRCASE

SECURED TOP AND

BOTTOM AND AT

REGULAR INTERVALS TO

SPINE WITH ROPE EYE

RESIN ANCHORED INTO

JOINTS

DOWN

PROPOSED CLOCK CHAMBER PLAN (SCALE 1:50)

SCALE 1:50

01m 2m 3m 4m 5m

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

INDICATES PROPOSED

EMERGENCY BULKHEAD

LIGHTING.

DOWN

PROPOSED 3No. TOTAL VF ANTENNAS

REPLACEMENT REPLICA GRP

LOUVERS SUPPORTED ON NEW

STEELWORK. EXISTING TIMBER

BOARDING TO REAR OF LOUVERS TO

BE REPLACED WITH BLACK NYLON

GALE MESH.

EXISTING SPIRAL

STAIRCASE ACCESS

UP THROUGH TOWER


POWER CABLE AND


CLIPPED TO WALL UP TO

EQUIPMENT LEVEL

VF C1a VF A1a

VF B1a

PROPOSED 200mm WIDE

CABLE TRAY RUNNING

DOWN WALL TO EACH

ANTENNA LOCATION

EXISTING TIMBER LADDER TO

BE REMOVED AND REPLACED

WITH NEW SLOPING STEEL

LADDER FROM BELL CHAMBER

FLOOR UP TO NEW EQUIPMENT

PLATFORM C/W HANDRAIL

A

A

B B

EXISTING STEEL BEAM

SPANNING WALL TO WALL

EXISTING STEEL BEAM


NOTE: ACCESS TO EQUIPMENT

PLATFORM VIA STEEL LADDER.

FULL BODY HARNESS AND

DOUBLE LANYARDS TO BE

UTILISED WHEN CLIMBING

NOTE: CENTRAL STONE MULLION

TO BE TEMPORARILY REMOVED

BY SPECIALIST STONE MASON

ON ONE WINDOW TO ALLOW FOR

INSTALLATION OF EQUIPMENT

AND MATERIALS. MULLION TO BE

REINSTATED UPON COMPLETION.

REFER TO DRG 611 FOR SECTOR 2

AND HAMMER DETAILS

PROPOSED BELL CHAMBER ANTENNA LAYOUT PLAN (SCALE 1:50)

SCALE 1:50

01m 2m 3m 4m 5m

C




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CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

INDICATES PROPOSED

EMERGENCY

BULKHEAD LIGHTING.


POWER CABLE AND

TRANSMISSION CABLE RUNNING

CLIPPED TO WALL TO

EQUIPMENT

PROPOSED 300mm WIDE

CABLE TRAY TO RUN DOWN

TO ANTENNA BELOW.

DIPLEXORS TO BE

MOUNTED ON CABLE TRAY

ADJACENT TO EQUIPMENT

CABINET.

PROPOSED TSC CABINET TO

BE SUPPORTED ON NEW

STEELWORK PLATFORM

PROPOSED HUAWEI 3900A AND

AMP30 CABINETS STACKED TO BE

SUPPORTED ON NEW STEELWORK

PLATFORM

PROPOSED OPENING GRID

FLOORING SUPPORTED ON

NEW STEELWORK FIXED TO

TOWER WALLS.






PLATFORM. 1100mm HIGH

HANDRAIL COMPLETE WITH

ACCESS GATE TO BE

INSTALLED AROUND OPENING.

EXISTING TIMBER BEAM

ACROSS SPIRE WALLS APPROX

1.27m ABOVE NEW PLATFORM

PROPOSED 1100mm HIGH

HANDRAIL FIXED TO NEW

STEEL BEAM

A

A

B B






TSC

PROPOSED EQUIPMENT CABINET LAYOUT PLAN (SCALE 1:25)

SCALE 1:25

01m 2m 3m

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL







GALE MESH.


POWER CABLE AND



EQUIPMENT LEVEL

EXISTING TIMBER LADDER TO BE

REMOVED AND REPLACED WITH NEW

PART VERTICAL AND SLOPING STEEL

LADDER FROM BELL CHAMBER FLOOR

UP TO NEW EQUIPMENT PLATFORM

C/W HANDRAIL

BELL CHAMBER LEVEL

15.60m AGL


17.00m AGL

PROPOSED EQUIPMENT

PLATFORM 20.94m AGL

PROPOSED TSC CABINET,

HUAWEI 3900A CABINET AND

AMP30 CABINET (BEHIND) TO BE

SUPPORTED ON NEW

STEELWORK PLATFORM



ACCESS GATE TO BE

INSTALLED AROUND

OPENING ONTO PLATFORM.

PROPOSED 200mm WIDE

CABLE TRAY RUNNING FROM

EQUIPMENT CABINETS TO

EACH ANTENNA LOCATION

PROPOSED 300mm WIDE


TO ANTENNA BELOW

EXISTING TIMBER BEAM ACROSS

SPIRE WALLS APPROX 1.27m

ABOVE NEW PLATFORM



STEEL BEAM

EXISTING STEEL BEAMS


EXISTING METAL BELL

FRAME (BELLS OMITTED

FOR CLARITY)













PROPOSED ANTENNA & CABINET SECTIONAL ELEVATION A-A (SCALE 1:50)

SCALE 1:50

01m 2m 3m 4m 5m

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

BELL CHAMBER LEVEL

15.60m AGL


17.00m AGL

PROPOSED EQUIPMENT

PLATFORM 20.94m AGL

PROPOSED 200mm WIDE

CABLE TRAY RUNNING FROM

EQUIPMENT CABINETS TO

EACH ANTENNA LOCATION

PROPOSED 300mm WIDE


TO ANTENNA BELOW

EXISTING TIMBER BEAM ACROSS

SPIRE WALLS APPROX 1.27m

ABOVE NEW PLATFORM



STEEL BEAM

EXISTING METAL BELL FRAME

(BELLS OMITTED FOR CLARITY)







GALE MESH.

EXISTING SPIRAL STAIRCASE

ACCESS DOORWAY


REMOVED AND REPLACED WITH NEW

PART VERTICAL AND SLOPING STEEL

LADDER FROM BELL CHAMBER FLOOR

UP TO NEW EQUIPMENT PLATFORM

C/W HANDRAIL

EXISTING STEEL BEAM


PROPOSED TSC CABINET TO BE

SUPPORTED ON NEW

STEELWORK PLATFORM



ACCESS GATE TO BE

INSTALLED AROUND

OPENING ONTO PLATFORM.


AMP30 CABINET TO BE

SUPPORTED ON NEW

STEELWORK PLATFORM













PROPOSED ANTENNA & CABINET SECTIONAL ELEVATION B-B (SCALE 1:50)

SCALE 1:50

01m 2m 3m 4m 5m

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

A=

1=

ANTENNA GROUP (A-Z)

CELL No. (1, 2, 3)

b= UNIQUE BAND REFERENCE

1=

U=

SECTOR (2,3 etc)

UMTS (G=GSM) (L=LTE)

21= 2100 BAND (09=0900,18=1800)

NEW =

ON SITE AND NOT BEING MOVED

ON SITE BUT BEING MOVED

EXISTING =

RE-USE =

VF = VODAFONE

TELEFONICA

TEF =

NEW ONTO SITE

TRANSMISSION ENCLOSURE

U SPACE

AVAILABLE

CURRENT

TRANSMISSION

KIT LOCATION

TRANSMISSION INTER-CABINET CABLING

CABLE

LENGTH

RADIO

CONNECTION

CABLE TYPE

TRANSMISSION

CONNECTION

TRANSMISION SOLUTION

MICROWAVE ONLY/FIBRE ONLY (WITH PROVIDER NAME)/

MICROWAVE + FIBRE (WITH PROVIDER NAME)

PROPOSED

TRANSMISSION

KIT LOCATION

COMMENTS

ENCLOSURESTATUS

18 - TSC 16 CORE COAX 6m SMB SOCKET BNC PLUGFIBRE -PROPOSED TSC

EQUIPMENT SCHEDULE

OPERATOR MANUFACTURER TYPE SIZE COLOUR COMMENTSSTATUS

VF STANDARDPROPOSED HUAWEI 3900A 600x480x700

VF STANDARD TO HOUSE TRANSMISSIONPROPOSED TFL TSC 600x600x1420

2No. UNITS INCLUDING AMP30

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WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

CONFIGURATION: HUAWEI - 3 SECTORS,1 ANTENNAVOD CODE: - VOD H_XRB_304_221

POWER SUPPLY SOURCE

OPERATOR MANUFACTURER TYPE SIZE COLOUR COMMENTSSTATUS

- - - - - SUB-METERED LANDLORD SUPPLYPROPOSED

DISH KEY

OPERATOR DISH REF

HEIGHT

TO C/L

COLOUR COMMENTSDISH DIA

VFD1

300 17.00m-

BEARING LOCATION

INTERNAL STANDARD

STATUS

PROPOSED

ANTENNA SCHEMATIC

VOD H_XRB_304_221

X2 HUAWEI

6 PORT

800 /

900 & 4

x UWBVF/TEF 900/800

RET MOTOR

S

B

T

U/G 900

VF/TEF

L800

VF/TEF

D8/9

SPARE RET

MOTORS

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WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

REFER TO DRG

602 FOR DETAILS

203x133 U

B 25

REFER TO DRG

602 FOR DETAILS

4055

1250

495

410

1100

600600

50

203x133 U

B 25

203x133 UB 25

203x133 UB 25

203x133 UB 25203x133 UB 25

125x75

Angle

125x75 Angle

125x75 A

ng

le

125x75 A

ng

le

125x75 A

ng

le

125x75 A

ng

le

1

2

5

x

7

5

A

n

g

l

e

1

2

5

x

7

5

A

n

g

l

e

125x75

Angle

125x75

An

gle

125x75

An

gle

REFER TO DRG

602 FOR

DETAILS

REFER TO DRG

602 FOR

DETAILS

360

710

125x75 Angle

OPEN TYPE FLOORING

REF. FL25L BY

STEELWAY-FENSECURE

OR SIMILAR APPROVED

ALTERNATIVE @ MAX.

SPAN OF 1200mm

CLIPPED TO STEELWORK

USING FLF CLIP

ASSEMBLY IN

ACCORDANCE WITH

MANUFACTURERS

RECOMMENDATIONS

HANDRAIL TO BE FIXED TO

STEELWORK AROUND

FLOORING. 1.1m HIGH

HANDRAIL STANDARDS BY

STEELWAY-FENSECURE OR

SIMILAR APPROVED

ALTERNATIVE HANDRAILS TO

MEDIUM GRADE TUBE 3.25mm

THICK AND STANDARDS TO

MAXIMUM C/C OF 1200mm

225

203x133 U

B 25

203x133 UB 25

125x75 A

NG

LE

203x133 UB 25

203x133 U

B 25

600

516

434

352

19

470

570

75

350

125x75 A

NG

LE

75

175

30

350

145

525

50

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

EQUIPMENT CABINET STEELWORK SETTING OUT (SCALE 1:25)

TSC AND HUAWEI 3900A HOLDING DOWN SETTING OUT

(SCALE 1:10)

SCALE 1:25

01m 2m 3m

203x133 U

B 25

203x133 UB 25

125X75 ANGLE

125X75 ANGLE

10THK PLATE

WITH 6mm FPFW

TO INSIDE OF UB

2NO M20 BOLT

10THK PLATE

WITH 6mm FPFW

TO INSIDE OF UB

2No. M20 BOLT

203x133 U

B 25

203x133 UB 25

570

203x133 UB 25

350

ANCHORS

90

35

225

6013060

250

RESIN

ANCHORS

A

A

225

90

35

150 EMBEDMENT

350

150 20

75

150

20

20

203x133 UB 25

70

PROPOSED OPEN

GRID FLOORING

PLATFORM

125X75 ANGLE FIXED

ALONG WALLS WITH M16

HILTI HIT HY150 RESIN

ANCHORS O.S.A. AT

MAX 400mm C/C. ALL

INSTALLED IN

ACCORDANCE WITH

MANUFACTURERS

INSTRUCTIONS.

50

45

203x133

UB 25

203x133 UB 25

C

C

10mm THICK WELDED

END PLATES DRILLED

TO RECEIVE 4No. M20

BOLTS

100

30

30

35

35

10mm THICK WELDED

END PLATES DRILLED TO

RECEIVE 4No. M20 BOLTS

203x133 UB 25

203x133

UB 25

203x133

UB 25

125x75 ANGLE

125x75 ANGLE

10THK PLATE

WITH 6mm FPFW

TO INSIDE OF UB

2No. M20 BOLTS

10THK PLATE

WITH 6mm FPFW

TO INSIDE OF UB

2No. M20 BOLTS

125x75

ANGLE

125x75

AN

GLE

125x75 ANGLE

125x75

AN

GLE

B

B

8NO M20 BOLTS TO

EACH FLANGE PLATE

400x133x15mm THK

FLANGE PLATE TOP

AND BOTTOM

2NO 400x130x15mm

THK WEB PLATES WITH

8NO. M20 BOLTS

2NO 400x130x15mm

THK WEB PLATES WITH

8NO. M20 BOLTS

8NO M20

BOLTS TO

EACH FLANGE

PLATE

400x133x15mm THK

FLANGE PLATE TOP

AND BOTTOM

203x133

UB 25

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

DETAIL 'A' STEELWORK

SUPPORT SHELF

(SCALE 1:10)

SECTION A-A STEELWORK

SUPPORT SHELF

(SCALE 1:10)

TRIMMER STEEL DETAIL -

SECTION (SCALE 1:10)

TRIMMER STEEL DETAIL -

PLAN (SCALE 1:10)

FLOORING EDGE

SUPPORT DETAIL

(SCALE 1:10)

BEAM TO BEAM CONNECTION DETAIL

(SCALE 1:10)

SECTION C-C (SCALE 1:10)

TRIMMER STEEL DETAIL - SECTION

(SCALE 1:10)

TRIMMER STEEL DETAIL - PLAN

(SCALE 1:10)

SECTION B-B STEELWORK

SPLICE (SCALE 1:10)

DETAIL 'B' ELEVATION ON

STEELWORK SPLICE (SCALE 1:10)

A

B

REFER TO

DETAIL BELOW

A

B

REFER TO

DETAIL BELOW

EXISTING LOUVERS AT FRONT OF

ANTENNA TO BE REPLACED WITH

REPLICA GRP LOUVERS INSERTED INTO

EXISTING SLOTS WITHIN STONE FRAME

EXISTING SOUNDPROOFING

TIMBER PANELS TO BE

REMOVED AND REPLACED

WITH NEW 18mm THICK

MARINE PLY BOARD WITH

3mm MASS LOADED VINYL

(MLV) ON BOTH FACES TO

PROVIDE SOUND DEADENING

BEHIND PROPOSED ANTENNA

LOCATION C/W ALLOWANCE

FOR ANTENNA INSTALLATION

AND MAINTENANCE ACCESS.

NOTE: EXISTING LOUVERS TO

FRONT OF ANTENNA TO BE

REMOVED BY SPECIALIST STONE

MASON AND LOGGED AND STORED

FOR FUTURE REINSTATEMENT.

PROPOSED 2No. 1850mm LONG

100x50 PDC FIXED TO WALL

EITHER SIDE OF WINDOW USING

SUPPORT ANTENNA WITHIN

WINDOW.

PROPOSED 2100mm LONG 60.3 CHS 4.0

POLE MOUNT 'U' BOLTED TO STEEL

1300

100

100

650

1300

100

100

650

365

365

PROPOSED 2No. 100x50 PDC FIXED TO

WALL EITHER SIDE OF WINDOW USING

ANTENNA WITHIN WINDOW.

EXISTING SOUNDPROOFING TIMBER

PANELS TO BE REMOVED AND REPLACED

WITH NEW 18mm THICK MARINE PLY BOARD

WITH 3mm MASS LOADED VINYL (MLV) ON

BOTH FACES TO PROVIDE SOUND

DEADENING BEHIND PROPOSED ANTENNA

LOCATION C/W ALLOWANCE FOR ANTENNA

INSTALLATION AND MAINTENANCE

ACCESS.

PROPOSED GRP PANEL PAINTED

BLACK TO BE INSTALLED IN

UPPER SECTION OF WINDOW








BELL CHAMBER LEVEL

15.60m AGL


17.00m AGL

TOP OF BELL FRAME

16.875m AGL

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

SECTOR 1 AND 3 ANTENNA SUPPORT STEELWORK PLAN (SCALE 1:10)

SECTOR 1 AND 3 ANTENNA STEELWORK SECTION B-B

(SCALE 1:25)

SECTOR 1 AND 3 ANTENNA STEELWORK SECTION A-A

(SCALE 1:25)


REMOVED AND REPLACED WITH

NEW PART VERTICAL AND

SLOPING STEEL LADDER FROM

BELL CHAMBER FLOOR UP TO

NEW EQUIPMENT PLATFORM C/W

HANDRAIL



STEEL BEAMS C/W

SAFETY ACCESS GATE

200m

m -

250m

m

100mm MIN TREAD

2

0

0

n

o

m

2

5

0

P

IT

C

H

2

5

0

EXISTING STEEL BEAMS

SPANNING WALL TO WALL.

1100m

m N

OM

PROPOSED SHIPS LADDER

SECURED AT TOP TO NEW

STEELWORK PLATFORM

PROPOSED GALVANISED

STEEL SHIPS STYLE LADDER

C/W HANDRAIL

BELL CHAMBER LEVEL

15.60m AGL

PROPOSED EQUIPMENT

PLATFORM 20.94m AGL



STEEL BEAMS C/W

SAFETY ACCESS GATE

PROPOSED SHIPS

LADDER STRINGER AND

HANDRAIL TO CONTINUE

ON ONE SIDE OF LADDER

TO AID ACCESS ONTO

PLATFORM

"MIND YOUR HEAD" SIGN TO

BE INSTALLED ON LOWER

SECTION OF LADDER

620

465

52

0

20

65

52

0

RPOPOSED LADDER TO RUN

VERTICALLY TO TOP OF

EXISTING MESH GUARD TO SIDE

OF BELLS

RPOPOSED LADDER TO BE

SECURED TO TIMBER BELL

CHAMBER FLOOR AND TOP OF

BELL FRAME MAIN STEEL BEAM

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

ACCESS LADDER FRONT ELEVATION (SCALE 1:25)ACCESS LADDER SIDE ELEVATION (SCALE 1:25)

SCALE 1:25

0 1m 2m 3m

FLOOR LEVEL

(INTERNAL)

DPC

600

DUCTS

500

75

300

RE-COMPACTED 'AS

DUG' FILL WON

FROM TRENCH

PVC MARKER TAPE

WARNING OF BURIED

POWER/BT CABLE

1No UPVC CABLE

DUCTS WITH DRAW

STRING

SAND TO BS882 FREE

FROM STONES ETC. AS

CABLE BED AND COVER

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

TYPICAL DUCT ENTRY DETAIL (SCALE 1:10)

TYPICAL UNDERGROUND DUCT DETAIL

(SCALE 1:10)

16A

M

CB

TSC

CABINET

SINGLE PHASE DISTRIBUTION BOARD

Lights

Sockets

16A

M

CB

6A

M

CB

HUAWEI

3900A

40A

M

CB

100A

MAIN TPN FUSED

ISOLATOR

DNO THREE PHASE

METER

DNO THREE PHASE

100A CUT-OUT

M

EARTH BAR

DNO PME CONNECTION

THREE PHASE LANDLORD SUPPLY

FS1

HENLEY BLOCK

TYPE CONNECTOR

FS1

63A TPN FUSED

SWITCH ISOLATOR

6mm 3 CORE SWA XPLE

6mm 3 CORE SWA XPLE

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

ELECTRICAL SCHEMATIC (N.T.S)

DOWN







GALE MESH.


POWER CABLE AND



EQUIPMENT LEVEL

PROPOSED 200mm WIDE

CABLE TRAY RUNNING

DOWN WALL TO EACH

ANTENNA LOCATION






PLATFORM C/W HANDRAIL

EXISTING STEEL BEAM


EXISTING STEEL BEAM


PROPOSED 25x3mm COPPER

EARTH TAPE RUN THROUGH

LOUVER WINDOW AND CROSS

BONDED INTO EXISTING

LIGHTNING PROTECTION

RUNNING DOWN TOWER

PROPOSED 25x3mm COPPER EARTH TAPE

RUN AROUND BELL CHAMBER TO EACH

ANTENNA LOCATION . PROVING EARTH

BONDS TO ALL EQUIPMENT, ACCESS

LADDER AND STEELWORK

PROPOSED 25x3mm COPPER

EARTH TAPE RUN UP TO

ANTENNA CHAMBER

FOLLOWING SAME ROUTE AS

FEEDER CABLE

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

ANTENNA EARTHING LAYOUT PLAN (SCALE 1:50)

SCALE 1:50

01m 2m 3m 4m 5m

PROPOSED SUB METERED POWER

CABLE AND TRANSMISSION CABLE

RUNNING CLIPPED TO WALL TO

EQUIPMENT

PROPOSED 300mm WIDE


TO ANTENNA BELOW.

DIPLEXORS TO BE

MOUNTED ON CABLE TRAY

ADJACENT TO EQUIPMENT

CABINET.

PROPOSED TSC CABINET TO

BE SUPPORTED ON NEW

STEELWORK PLATFORM


AMP30 CABINETS STACKED TO BE

SUPPORTED ON NEW STEELWORK

PLATFORM

PROPOSED OPENING GRID

FLOORING SUPPORTED ON

NEW STEELWORK FIXED TO

TOWER WALLS.






PLATFORM. 1100mm HIGH


ACCESS GATE TO BE

INSTALLED AROUND OPENING.

EXISTING TIMBER BEAM

ACROSS SPIRE WALLS APPROX

1.27m ABOVE NEW PLATFORM



STEEL BEAM

TSC

PROPOSED 25x3mm COPPER EARTH

TAPE RUN DOWN TO ANTENNA

CHAMBER FOLLOWING SAME ROUTE

AS FEEDER CABLE

PROPOSED 25x3mm COPPER EARTH

TAPE RUN AROUND CHAMBER

PROVING EARTH BONDS TO ALL

EQUIPMENT, ACCESS LADDER AND

STEELWORK

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

EQUIPMENT CABINET EARTHING PLAN (SCALE 1:25)

SCALE 1:25

0 1m 2m 3m

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

6.0. ANTENNA PAINTING:

6.1. PAINT TO BE SHERWIN WILLIAMS POLANE HS PLUS POLYURETHANE

ENAMEL OR SIMILAR. PAINT MUST NOT CONTAIN METALLIC PARTICLES,

HIGH LEVELS OF CARBON OR CONDUCTIVE DYES.

PAINT MUST BE RF TRANSPARENT AND UV RESISTANT. PAINT

MANUFACTURERS INSTRUCTIONS TO BE FOLLOWED AT ALL TIMES.

6.2. SURFACE PREPARATION:

REMOVE OLD LAYERS OF PAINT OR OTHER SURFACE CONTAMINATION

BEFORE PAINTING. WATER WITH A MILD DETERGENT, INDUSTRIAL

GRADE ISOPROPYL ALCOHOL.

ON SMOOTH SURFACES SUCH AS PCN ANTENNA RADOMES, SAND

LIGHTLY WITH 400 GRIT OR HIGH GLASS PAPER. AFTER SANDING

ALWAYS CLEAN THE SURFACE WITH ISOPROPYL ALCOHOL OR

OTHER CLEANER TO REMOVE GRIT AND DUST.

6.3. GENERAL:

ALL PAINTS AND CLEANERS MUST BE COMPATIBLE WITH THE RADOME

MATERIAL AND MUST BE RF TRANSPARENT.ALL CONNECTORS AND

LABELS SHOULD BE MASKED BEFORE PAINTING.

DC GROUNDING MUST BE MAINTAINED DURING PAINTING.

ALL DRAIN HOLES AND OTHER VENTILATION HOLES MUST REMAIN OPEN

AND CLEAR DURING PAINTING.

ANTENNAS ARE TO BE PAINTED IN-SITU WHEREVER PRACTICABLE.

5.0. CONCRETE

UNLESS NOTED OTHERWISE ALL CONCRETE SHALL BE:

5.1. CONCRETE GRADE: C28/35

MINIMUM CEMENT CONTENT: 330 kg.m

3

NOMINAL AGGREGATE SIZE: 20mm

MAXIMUM FREE WATER/CEMENT RATIO: 0.5

5.2. UNLESS NOTED OTHERWISE ALL REINFORCEMENT SHALL BE:

REINFORCEMENT TO BS 4449

BARS TO BS 4449

(C) WELDED STEEL MESH REINFORCEMENT TO BS EN 10080

(D) SCHEDULED AND DIMENSIONED TO BS 8666

5.3. ALL TOWER HOLDING DOWN BOLTS AND ANCHORAGE

ASSEMBLIES, THEIR SETTING OUT AND ANY RELEVANT

TEMPLATES SHALL BE SUPPLIED BY THE TOWER

MANUFACTURER.

5.4. THE MAIN CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING

OUT, FIXING AND CHECKING THE INSTALLATION OF THE TOWER

ANCHORAGE ASSEMBLY IN ACCORDANCE WITH THE DETAILS

SUPPLIED BY THE TOWER MANUFACTURER.

5.5. THE MIX DESIGN CERTIFICATE SHALL BE SUBMITTED TO THE

ENGINEER, FOR THE OPPORTUNITY TO COMMENT, A MINIMUM OF

72 HOURS PRIOR TO COMMENCEMENT OF CASTING.

5.6. CONCRETE CUBE TESTING TO BE CARRIED OUT IN ACCORDANCE

WITH BS 1881. THE RESULTS TO BE FORWARDED TO THE

ENGINEER FOR EVALUATION.

5.7. ALL CONCRETE REINFORCEMENT AND CAST IN ITEMS SHALL BE

POSITIVELY LOCATED IN POSITION PRIOR TO CASTING OF THE

CONCRETE.

5.8. WHERE CONCRETE IS TO BE CAST AGAINST AN EXISTING

CONCRETE SURFACE, THE EXISTING SURFACE SHALL BE

SCABBLED TO REMOVE LAITENCE AND OTHER DELETERIOUS

MATERIALS. SCABBLING SHALL EXPOSE THE AGGREGATE AND

SOUND MATERIAL. A BONDING AGENT IS TO BE APPLIED TO THE

SCABBLED SURFACE A MAXIMUM OF TWO DAYS BEFORE

CASTING.

5.9. CONCRETE IN EACH BASE SHALL BE CAST IN A SINGLE

CONTINUOUS OPERATION.

5.10. COVER TO REINFORCEMENT AS NOTED ON DETAIL DRAWING.

5.11. CONCRETE SHALL NOT BE CAST WHERE THE AMBIENT

TEMPERATURE IS 2 DEGREES CENTIGRADE AND FALLING OR

LESS THAN 2 DEGREES ON A RISING THERMOMETER.

5.12. FINISHES WHERE STATED SHALL BE :

4.12.1. FORMED FINISH - BASIC AS STRUCK.

4.12.2. WORKED FINISH - BRUSH FINISH.

3.4. MINIMUM EMBEDMENT DEPTHS OF ANCHORS SHALL BE AS FOLLOWS: (UNO)

90

90

110

MINIMUM EMBEDMENT

DEPTH (mm)

110

125

170

3.0

TEST LOAD (kN)

6.3

9.5

20

12.1

3.5

EMBEDMENT LENGTHS ARE STATED IN THE HILTI TECHNICAL LITERATURE

3.5. WHERE A CONNECTION IS MADE BETWEEN DISSIMILAR METALS, ALL

CONNECTIONS SHALL BE PROVIDED WITH NEOPRENE, 'TOP-HAT'

WASHERS/SPRING WASHERS OR OTHER APPROVED BARRIER BETWEEN

CONNECTOR AND MAIN MATERIAL, TO MINIMISE THE RISK OF BI-METALLIC

(ELECTROLYTIC) CORROSION.

3.6. WHERE APPROPRIATE, TAPER WASHERS SHALL BE USED IN BOLTED

CONNECTIONS.

3.7. WHERE A CONNECTION IS SUBJECT TO VIBRATION OR CYCLIC LOADING

USE SHALL BE MADE OF LOCKNUTS, LOCKWASHERS, SPRING WASHERS

OR OTHER APPROVED METHODS, AS INDICATED ON THE DRAWING BY

THE ENGINEER, TO MINIMISE THE RISK OF LOOSENING OF THE

CONNECTORS.

3.8. ANCHORS SHALL BE TESTED IN ACCORDANCE WITH 'CONSTRUCTION

FIXINGS ASSOCIATION GUIDANCE NOTE : PROCEDURE FOR TESTING

CONSTRUCTION FIXINGS' AND 'BS 5080 : PART 1 - STRUCTURAL FIXINGS IN

CONCRETE AND MASONRY' OR MANUFACTURERS RECOMMENDATIONS.

3.9. THE TESTING RATE OF ANCHORS SHALL BE 5 NO. FIXINGS OR 2.5% OF

THE TOTAL NO. OF FIXINGS OF EACH SIZE AND TYPE, WHICHEVER GIVES

THE GREATER NUMBER. FOR SITUATIONS WHERE THERE ARE LESS THAN

5 NO. ANCHORS OF ANY TYPE OR SIZE THEN ALL ANCHORS SHALL BE

TESTED. WHERE THE PROJECT SPECIFICATIONS DEVIATE FROM THIS

TESTING FREQUENCY, THE PROJECT SPECIFICATIONS SHALL TAKE

PRIORITY.

3.10. THE ENGINEER SHALL BE ADVISED A MINIMUM OF 48 HOURS IN ADVANCE

TO AFFORD THE OPPORTUNITY OF WITNESSING THE TEST.

3.11. ALL TESTS SHALL BE CARRIED OUT TO THE FOLLOWING TEST LOADS:

(UNO)

ANCHOR DIAMETER

M10

M12

M10

M12

M16

M20

ANCHOR DIAMETER

M10

M10

M20

M16

M12

M12

MATERIAL

SOLID BRICK OR STONE


SOLID CONCRETE

SOLID CONCRETE

SOLID CONCRETE

SOLID CONCRETE

MATERIAL


SOLID CONCRETE

SOLID CONCRETE

SOLID CONCRETE

SOLID CONCRETE


3.12. ALL TESTS SHALL BE DOCUMENTED WITH LOCATION SKETCHES AND

UNIQUE REFERENCES FOR EACH BOLT TESTED, IN SUCH A MANNER THAT

EACH TEST LOCATION CAN BE IDENTIFIED ON SITE FROM THE

DOCUMENTATION.

3.13. ALL NUTS, BOLTS AND STUDDINGS USED IN CONNECTIONS TO POROUS

MATERIALS SHALL BE STAINLESS STEEL.

1.0 GENERAL

1.1. DO NOT SCALE DRAWINGS.

1.2. ALL DIMENSIONS IN MM UNLESS NOTED OTHERWISE.

1.3. NOT REQUIRED.

1.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING

DIMENSIONS AND LEVELS ON SITE PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION OR FABRICATION.

1.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING OUT THE

PROJECT ON SITE.

1.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND

INTEGRITY OF EXISTING STRUCTURES AND GROUND PROFILES WITHIN

AND ADJACENT TO THE WORKS, FROM THE DATE OF TAKING POSSESSION

OF THE SITE UNTIL PRACTICAL COMPLETION OF THE WORKS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION

AND MAINTENANCE OF ALL NECESSARY TEMPORARY WORKS TO COMPLY

WITH THIS REQUIREMENT.

1.7. THE CONTRACTOR SHALL ENSURE THAT TOLERANCES ARE INTEGRATED

AND CO-ORDINATED THROUGHOUT THE WORKS TO ENSURE THE

EFFICIENT IMPLEMENTATION OF THE WORKS.

1.8. WHERE THE EXISTING WEATHERPROOF ENVELOPE IS PIERCED TO

IMPLEMENT THE WORKS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ENSURING THAT INGRESS OF WATER DOES NOT OCCUR DURING THE

CONSTRUCTION PERIOD.

1.9 DEVIATIONS BETWEEN SITE DIMENSIONS, LEVELS OR EXISTING DETAILS

TO THOSE SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER FOR COMMENT AND RESOLUTION.

1.10. PREPARATION, HANDLING AND APPLICATION OF THE PROPRIETARY

PRODUCTS SHALL BE ALL IN ACCORDANCE WITH THE

RECOMMENDATIONS OF THE PRODUCT MANUFACTURER, HEALTH AND

SAFETY LEGISLATION AND THE SPECIFICATIONS AND DETAILS OF THE

ENGINEER. WHERE CONTRADICTIONS OCCUR BETWEEN THESE

REQUIREMENTS, REFERENCE SHOULD BE MADE TO THE ENGINEER FOR

RESOLUTION.

1.11. WHERE SPECIFIC PROPRIETARY PRODUCTS ARE REFERENCED AN EQUAL

PRODUCT APPROVED BY THE ENGINEER MAY BE SUBSTITUTED, UNLESS

NOTED OTHERWISE.

2.0. FASTENERS AND CONNECTIONS - STEEL TO STEEL

2.1. ALL BOLTS SHALL BE M16 GRADE 8.8 TO BS 4190 UNLESS NOTED

OTHERWISE.

2.2. ALL BOLTS SHALL BE SPUN GALVANISED FINISH IN ACCORDANCE WITH BS

7371.

2.3. ALL BOLTS SHALL BE SIZED IN LENGTH TO GIVE A MINIMUM EXTENSION

BEYOND THE NUT OF THREE THREADS.

2.4. WHERE CONNECTIONS ARE MADE USING DISSIMILAR MATERIALS, ALL

CONNECTIONS SHALL BE PROVIDED WITH NEOPRENE, 'TOP-HAT'

WASHERS, SPRING WASHERS OR OTHER APPROVED BARRIER BETWEEN

CONNECTOR AND MAIN MATERIAL, TO MINIMISE THE RISK OF BI-METALLIC

(ELECTROLYTIC) CORROSION.

2.5. WHERE APPROPRIATE, TAPER WASHERS SHALL BE USED IN BOLTED

CONNECTIONS.

2.6. WHERE A CONNECTION IS SUBJECT TO VIBRATION OR CYCLIC LOADING

USE SHALL BE MADE OF LOCKNUTS, LOCKWASHERS OR SPRING

WASHERS OR OTHER APPROVED METHODS AT LOCATIONS INDICATED ON

THE DRAWING BY THE ENGINEER TO MINIMISE THE RISK OF LOOSENING

OF THE CONNECTORS.

3.0. FASTENERS AND CONNECTIONS - STEEL TO CONCRETE OR MASONRY

3.1. THE PREFERRED METHOD OF FIXING STRUCTURAL FIXINGS INTO SOLID

CONCRETE OR MASONRY WALLS SHALL BE THROUGH-BOLT FIXINGS

UNLESS SPECIFIED OTHERWISE. WHERE THE THROUGH-BOLT FIXINGS

CANNOT BE ACHIEVED RESIN ANCHOR FIXINGS SHOULD BE UTILISED

UPON CONSULTATION WITH ENGINEER.

3.2. ALL RESIN ANCHORS INTO SOLID CONCRETE SHALL BE HILTI HIT RE500

RESIN INJECTION SYSTEM WITH HAS-R STAINLESS STEEL ANCHOR

COMPONENTS, OR SIMILAR APPROVED, UNLESS NOTED OTHERWISE.

3.3. ALL RESIN ANCHORS INTO SOLID BRICKWORK OR OTHER SOLID MASONRY

SHALL BE HILTI HIT HY50 RESIN INJECTION SYSTEM WITH HAS-R

STAINLESS STEEL ANCHOR COMPONENTS, OR SIMILAR APPROVED,

UNLESS NOTED OTHERWISE.

4.0. STEELWORK

4.1. STRUCTURAL STEEL TO BE GRADE S275 MILD STEEL TO BS 4360

4.2. ALL WELDS TO BE MINIMUM 6mm FILLET WELD UNLESS NOTED

OTHERWISE. WELDS AT TUBE TO TUBE CONNECTIONS TO BE FULL

PENETRATION BUTT WELDS.

4.3. BOLTS TO BE GRADE 8.8 TO BS 4190, MINIMUM SIZE 16mm DIA U.N.O.

BEARING SURFACES TO BE CLEAN GALVANISED.

4.4. ALL STEELWORK TO BE GALVANISED.

4.5. MINOR SITE ERECTION DAMAGE TO BE MADE GOOD WITH BRUSH APPLIED

GALVAFROID.

C




WRITTEN PERMISSION


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STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

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26. CONTAINMENT SYSTEMS SHALL BE THE PROPRIETARY TYPE AS DETAILED ON

THE CONSTRUCTION DRAWINGS I.E. ROOFPRO OR APPROVED. CONTAINMENT

SYSTEMS SHALL BE COMPLETE PRIOR TO CABLE INSTALLATION.

27. BENDS OFFSETS AND OTHER ACCESSORIES SHALL BE THE PROPRIETARY

TYPE. SITE FABRICATED INSTALLATIONS IN LIEU OF MANUFACTURERS

EQUIPMENT SHALL BE AVOIDED WHERE PRACTICALLY POSSIBLE.

28. CABLES INCLUDING COMMUNICATIONS, POWER AND FIRE ALARM SHALL BE

SEGREGATED IN KEEPING WITH THE PROJECT SPECIFICATION.

29. WHERE THE HOST BUILDING IS COMPLETE WITH A FIRE ALARM SYSTEM, THAT

SYSTEM SHALL BE EXTENDED AND/ OR MODIFIED TO PROVIDE AUDABLE

INDICATION OF FIRE ALARM ACTIVATION AND CALL POINT FACILITY. WHERE

PRACTICAL DB LEVELS SHALL BE 65 OR 5 DB ABOVE PREVAILING BACKGROUND

NOISE. ASSOCIATED CABLES SHALL BE THE MICC TYPE 1.5MM 2 CORE WITH

RED XLPE OUTER SHEATH. CLIPS SHALL BE PROPRIATARY CU INSULATED TYPE

FIXED DIRECTLY TO BUILDING FABRIC AND/ OR DEDICATED CONTAINMENT. FIRE

ALARM WORKS SHALL BE RESTRICTED TO THE VODAFONE INSTALLATION BUT

ARE DEEMED TO INCLUDE MODIFICATION AS REQUIRED TO THE EXISTING FIRE

ALARMS SYSTEM E-PROM AND/ OR MIMIC DRIVER. FIRE ALARM WORKS SHALL

ONLY BE UNDER TAKEN ON APPROVAL FROM THE BUILDING OFFICER OR HIS

NOMINATED SPECIALIST CONTRACTOR.

30. EXTERNAL LIGHTING SHALL BE PROVIDED TO THE CABIN VIA THE AGREED

ACCESS ROUTE ONLY. FITTINGS SHALL BE THE "MAINTAINED" DUAL

FUNCTIONAL/EMERGENCY 28WATT TYPE WITH 3 HOUR STANDBY BATTERY

CAPACITY. SWITCHING SHALL BE ACHIEVED VIA 2 WAY SWITCHES, POSITIONED

IN SUCH A WAY AS TO FACILITATE SAFE OPERATION FROM THE CABIN AND THE

NOMINATED ENTRY/EXIT POINT.

31. DISTRIBUTION BOARDS, FUSE SWITCHES AND SUNDRIES SHALL BE SUPPLIED IN

ACCORDANCE WITH THE FOLLOWING :

A) 100AMP SWITCH DISCONNECTOR SHALL BE TO BS EN 60947-3.

B) MCB'S TO BS EN 60898.

C) RCD'S TO BS EN 61009.

D) 7 WAY DB'S TO BS EN 60529 FOR AC MAINS (MK SENTRY 5579 OR

EQUIVALENT) 24 WAY DB'S TO BS EN 60529 FOR CABINS / ROOMS (EG

HAGER VOD/5/0.

E) SWITCH FUSES 32AMP SP&N AND TP&N TO BS 5419 (MEM 30KXSC2F OR

QUIVALENT)

SWITCH FUSES 63AMP SP&N AND TP&N TO BS 5419 (MEM 63GNC OR

QUIVALENT)

SWITCH FUSES 100AMP SP&N AND TP&N TO BS 5419 (MEM 103GNC OR

EQUIVALENT).

F) PLUGS AND SOCKETS 16AMP IP44 ANGLED IN ACCORDANCE WITH BS EN

60309-2 (MK COMMANDO 9201 BLU)

PLUGS AND SOCKETS 16AMP IP44 STRAIGHT IN ACCORDANCE WITH BS EN

60309-2 (MK COMMANDO 9201 BLU)

PLUGS AND SOCKETS 16AMP IP67 SWITCH OUTLET IN ACCORDANCE WITH

BS EN 60309-2 (HUBEL BK 1663)

RCD 13AMP 30MA TWIN SWITCH SOCKET SHALL BE SUPPLIED TO BS

7288 METAL CLAD (VOLEX VT9208 SG).

32. ACCESSORIES SHALL BE SUPPLIED IN ACCORDANCE WITH THE FOLLOWING :

A) WARNING LABELS SHALL BE SUPPLIED TO BS 5378.

B) SINGLE PVC BACK BOX FOR ALARM CONNECTIONS SHALL BE SUPPLIED

TO BS 5733.

C) SINGLE BLANK PLATE ENGRAVED ALARM CONTACTS FOR BACK BOX

SHALL BE SUPPLIED TO BS 5733.

D) AMP CONNECTOR STRIP SHALL BE SUPPLIED TO BS 5733.

ELECTRICAL, LIGHTNING PROTECTION AND EARTHING NOTES

1. ELECTRICAL WORKS SHALL BE CARRIED OUT IN KEEPING WITH BS 7671.

2. THE LIGHTNING PROTECTION INSTALLATION SHALL BE SUPPLIED, INSTALLED,

TESTED, COMMISSIONED AND SET TO WORK IN KEEPING WITH BS EN 62305.

WORKS SHALL ENCOMPASS BEST WORKING PRACTICES BY SUITABLY

EXPERIENCED AND QUALIFIED PERSONNEL.

3. EARTHING AND BONDING WORKS SHALL COMPLY WITH BS 7430 1991.

4. ALL MATERIAL'S SHALL BE THE PROPRIETARY TYPE AS DEFINED IN THE

PROJECT SPECIFICATION AND/ OR CONSTRUCTION DRAWINGS.

5. CONNECTION OF EXISTING OR INSITU EQUIPMENT, NORMALLY NOT

ASSOCIATED WITH THE INSTALLATION SHALL BE KEPT TO A MINIMUM. THIS

DOES NOT INCLUDE EXISTING SERVICES THAT MAY AFFECT THE INTEGRITY

OF THE EQUIPMENT UNDER FAULT CONDITIONS.

6. THE COMPOSITE LIGHTNING PROTECTION SYSTEM SHALL ACHIEVE A

RESISTIVITY VALUE < 10 OHMS. THIS VALUE SHALL BE RECORDED IN

ISOLATION TO ANY EXTERNAL INFLUENCES.

7. WHERE AN EXISTING OR PART EXISTING LIGHTNING PROTECTION SYSTEM IS

ADOPTED FOR PURPOSES, THE SPECIALIST CONTRACTOR SHALL VERIFY IN

ADVANCE IT'S SUITABILITY. VERIFICATION SHALL BE ACHIEVED BY A

COMBINATION OF EXISTING TEST CERTIFICATION, VALID TO WITHIN 1 YEAR

AND VISUAL INSPECTION. WHERE EXISTING TEST CERTIFICATION IS NOT

AVAILABLE OR HAS EXCEEDED THE DUE EXPIRY DATE THEN THE SPECIALIST

CONTRACTOR SHALL ARRANGE TO INSPECT AND RE-TEST THE SYSTEM IN

LINE WITH BS EN 62305.

8. EXISTING LIGHTNING PROTECTION SYSTEMS SHALL ONLY BE UPGRADED ON

FORMAL APPROVAL FROM THE MONO CONSULTANT DESIGN ENGINEER.

DISCONNECTION OR MODIFICATION OF ANY EXISTING LIGHTNING

PROTECTION SYSTEM, INCLUDING DISCONNECTION FOR TEST PURPOSES,

SHALL BE UNDERTAKEN WITH THE WRITTEN APPROVAL OF THE SITE

PROVIDER AND THE DESIGN ENGINEER.

9. THE FOLLOWING SERVICES SHALL BE INTERCONNECTED DIRECTLY WITH THE

LIGHTNING PROTECTION SYSTEM WHERE APPLICABLE.

*SUPPLY EARTH (POINT OF CLOSEST PROXIMITY).

*EXISTING FACILITY SUPPLY EARTH.

*EXISTING LIGHTNING PROTECTION SYSTEM.

*EXTRANEOUS STEEL WORK INCLUDING ASSOCIATED CONTAINMENT AND

GRILLAGES (ALSO SEE NOTE 5).

*OTHER FACILITY EARTH BARS.

*SERVICE PROVIDER EARTH BARS.

*CONDUCTIVE FENCES, GATES & HANDRAILS.

*ANTENNA SUPPORT'S

*FEEDER EARTH'S

SURFACE FIXED LIGHTNING PROTECTION TAPES SHALL BE THE AL 25X3MM

INSULATED TYPE UNLESS SPECIFIED DIFFERENTLY ON THE CONSTRUCTION

DRAWINGS.

10. WHERE IN CONTACT WITH OTHER DISSIMILAR METALS SUCH AS CU

ELECTRODES OR FERROUS SUPPORTS THEN BI-METALLIC CONNECTORS

SHALL BE USED. WHERE THE USE OF BI-METALLIC CONNECTORS IS NOT

POSSIBLE, AL TAPES WILL BE DULY TREATED TO NEGATE DETERIORATION.

WHERE PASTE OR OTHER SIMILAR COMPOUNDS ARE USED THAT WILL

REQUIRE ROUTINE MAINTENANCE THEN CONTRACTOR SHALL INDICATE

THOSE AREA'S ON THE AS-BUILT DRAWINGS.

11. TAPES BELOW GROUND LEVEL SHALL BE THE BARE CU TYPE 25X3MM. WHERE

BURIED WITHIN PEDESTRIAN AREA'S, CU SERVICES SHALL BE LOCATED A

MINIMUM 1 METRE BELOW FINISHED GROUND LEVEL AND INSULATED UP TO

FINISHED GROUND LEVEL. WITHIN OTHER AREA'S TAPE CONDUCTORS SHALL

BE LOCATED 600MM BELOW FINISHED GROUND LEVEL.

12. ALL RING CONDUCTORS SHALL BE COMPLETE WITH A CONTINUOUS LINE OF

MARKER TAPE LOCATED 300MM BELOW FINISHED GROUND LEVEL. WHERE

INSTALLED ELECTRODES SHALL BE COMPLETE WITH A FLUSH FITTING

CONCRETE INSPECTION CHAMBER AND BE READILY ACCESSIBLE FOR

TESTING PURPOSES.

ALL INSPECTION CHAMBERS SHALL BE COMPLETE WITH TEST LINK FACILITY

AND IDENTIFIED IN LINE WITH THE PROJECT SPECIFICATION/ DRAWINGS.

14. LIGHTNING PROTECTION SYSTEMS SHALL BE IN PLACE AND FULLY FUNCTIONAL

PRIOR TO THE ERECTION OF ANY MASTS, TOWERS, ANTENNAS OR OTHER

SUCH EQUIPMENT THAT MAY INCREASE THE LIKELIHOOD OF A LIGHTNING

STRIKE TO THE HOST OR ADJACENT STRUCTURES.

15. SOIL PREPARATION AGENTS SHALL NOT BE USED.

16. WHERE LIGHTNING PROTECTION TAPES CONNECT TO OTHER SERVICES,

CONNECTION SHALL BE ACHIEVED VIA A PROPRIETARY BOLTED CONNECTION

SUITABLE FOR THE PURPOSE INTENDED. THIS SHALL INCLUDE FLEXIBLE OR

BRAIDED CONNECTIONS WHERE THE CONNECTION MAY BE SUBJECT TO

MECHANICAL STRESS. LIGHTNING PROTECTION TAPES SHALL NOT BE DRILLED

OUT OR PENETRATED TO ACHIEVE CONNECTION. ALL TERMINATION'S SHALL BE

SUITABLY PROTECTED TO NEGATE DETERIORATION.

17. SURFACE FIXED TAPES SHALL BE SECURED AT 600MM CENTRES VIA

PROPRIETARY PVC INSULATED CLIPS. CLIPS SHALL GENERALLY BE THE

SELF-ADHESIVE TYPE SO AS TO AVOID PENETRATING THE BUILDING FABRIC.

SCREW/CAVITY FIXINGS SHALL ONLY BE CONSIDERED WHERE THE

SELF-ADHESIVE TYPE ARE UNSUITABLE AND THEIR USE WILL NOT DAMAGE THE

BUILDING FABRIC.

18. ALL LIGHTNING PROTECTION EQUIPMENT SHALL BE DULY IDENTIFIED AND

SIGNAGE POSTED IN KEEPING WITH BS EN 62305. DETAILED WORDING AS PER

THE PROJECT SPECIFICATION.

19. WHERE THE SOURCE OF SUPPLY IS LOCATED EXTERNAL TO AN EXISTING

BUILDING, A BONDING CONDUCTOR SHALL BE INSTALLED BETWEEN THE NEW

AND EXISTING SUPPLY EARTH TERMINALS. THIS CONDUCTOR SHALL BE A

MINIMUM A 16MM XLPE/PVC GREEN/YELLOW CU CABLE. PROTECTION AS

REQUIRED. CLEARLY DESIGNATED "SUPPLEMENTARY EARTH DO NOT REMOVE"

(WHERE THE NATURE OF THE SUPPLIES DIFFER, THE CONTRACTOR SHALL

ADVISE THE MONO CONSULTANTS DESIGN ENGINEER).

20. ALL CONDUCTIVE PARTS LOCATED WITHIN THE EQUIPOTENTIAL ZONE SHALL

BE CROSS-BONDED AND TIED TO EARTH. THIS SHALL INCLUDE NON

EQUIPMENT THAT MAY EFFECT THE EQUIPMENT OR PERSONNEL UNDER FAULT

CONDITIONS,

21. CONTINUOUS CONTAINMENT SYSTEM RUNS SHALL BE BONDED DIRECTLY TO

THE LIGHTNING PROTECTION SYSTEM AT A MAXIMUM 20 METRE INTERVAL.

WHERE BONDED DIRECTLY TO THE LIGHTNING PROTECTION SYSTEM BOND'S

SHALL BE 25X3MM CU. TAPE OR BRAID AS REQUIRED. PARALLEL OR DISSIMILAR

TRAY RUNS SHALL BE CROSS-BONDED, AS SHOULD CONDUCTIVE FENCES AND

GATES. 25X3MM CU. TAPE OR BRAID AS REQUIRED.

22. CABLES SHALL BE SUPPLIED IN ACCORDANCE WITH FOLLOWING :

A) EARTH CABLES SHALL BE SINGLE CORE REF. 6491X TO BS 6004.

B) SWA TPYE CABLES 2,3 OR 4CORE REF. 6943X TO BS 5467.

C) MIC ALARM CABLE 2 PAIR 1/0.50MM CEL-PE/PJF/PE/SWA/PE BLACK TO

CS1128/1198 (EG BATT CABLES P/N 42125).

D) PCM CABLES SHALL BE SWA RG59 (VPN 303-223) FOR EXTERNAL USE,

COMPLETE WITH IP66 GLAND CW205/16 (VPN 303-688). INTERNAL USE BS20S

(VPN 303-224).

23. CABLES SHALL BE IDENTIFIED IN KEEPING WITH THE PROJECT SPECIFICATION.

24. WHERE BURIED ELECTRICAL CABLES SHALL BE INSTALLED IN KEEPING WITH

THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATION. PRIOR TO THE

OPENING OF ANY TRENCHES THE CONTRACTOR SHALL DEMONSTRATE THAT

THE AREA TO BE EXCAVATED IS FREE FROM OTHER SERVICES AND ALL

NECESSARY SAFEGUARDS HAVE BEEN PUT IN PLACE TO NEGATE RISK TO SITE

PERSONNEL, BUILDING FABRIC, MEMBERS OF THE PUBLIC AND SITE PROVIDER

EMPLOYEE'S.

25. EXCAVATION AND ELECTRICAL ISOLATIONS SHALL BE DONE WITH THE FULL

CONSENT OF THE SITE PROVIDER AND UNDER COVER OF A PERMIT TO WORK

SYSTEM.

C

D

REFER TO

DETAIL BELOW

C

D

REFER TO

DETAIL BELOW





EXISTING SOUNDPROOFING

TIMBER PANELS TO FRONT OF

ANTENNA TO BE REMOVED

AND REPLACED WITH NEW

18mm THICK MARINE PLY

BOARD WITH 3mm MASS

LOADED VINYL (MLV) ON BOTH

FACES TO PROVIDE SOUND

DEADENING BEHIND

PROPOSED ANTENNA

LOCATION C/W ALLOWANCE

FOR ANTENNA INSTALLATION

AND MAINTENANCE ACCESS.

NOTE: EXISTING LOUVERS TO

FRONT OF ANTENNA TO BE

REMOVED BY SPECIALIST STONE

MASON AND LOGGED AND STORED

FOR FUTURE REINSTATEMENT.

PROPOSED 2100mm LONG 60.3 CHS 4.0

POLE MOUNT 'U' BOLTED TO STEEL

EXISTING CLOCK CHIME HAMMERS

MOUNTED TO TIMBER PLANK

ALONG SIDE OF BELL FRAME

EXISTING CLOCK CHIME HAMMERS MOUNTING

TIMBER TO BE CUT BACK AND FIXED TO BELL

FRAME TO ALLOW FOR ANTENNA INSTALLATION

1100

100

100

850

1100

100

100

850

365

365

PROPOSED 2No. 100x50 PDC FIXED TO

WALL EITHER SIDE OF WINDOW USING

ANTENNA WITHIN WINDOW.

EXISTING SOUNDPROOFING TIMBER

PANELS TO BE REMOVED AND REPLACED

WITH NEW 18mm THICK MARINE PLY BOARD

WITH 3mm MASS LOADED VINYL (MLV) ON

BOTH FACES TO PROVIDE SOUND

DEADENING BEHIND PROPOSED ANTENNA

LOCATION C/W ALLOWANCE FOR ANTENNA

INSTALLATION AND MAINTENANCE

ACCESS.












MOUNTED TO TIMBER PLANK ALONG

SIDE OF BELL FRAME


MOUNTING TIMBER TO BE CUT BACK

AND FIXED TO BELL FRAME TO

ALLOW FOR ANTENNA INSTALLATION

BELL CHAMBER LEVEL

15.60m AGL


17.00m AGL

TOP OF BELL FRAME

16.875m AGL

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

SECTOR 2 ANTENNA SUPPORT PLAN (SCALE 1:10)

SECTOR 2 ANTENNA STEELWORK SECTION D-D

(SCALE 1:25)

SECTOR 2 ANTENNA STEELWORK SECTION C-C

(SCALE 1:25)

TSC

B1

VF

B

C1

VF

C

C1

VF

C

F

VF

G

C1

VF

C

VF

D

TEF

D

A

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

ANTENNA LEVEL SITE SIGNAGE PLAN

(SCALE 1:50)

CABINET LEVEL SITE SIGNAGE PLAN

(SCALE 1:50)

SCALE 1:50

01m 2m 3m 4m 5m

C




WRITTEN PERMISSION


CRAVEN COURT

STANHOPE ROAD

CAMBERLEY

SURREY GU15 3BS

TEL: +44(0)1276 854440

FAX: +44(0)1276 854450

CTIL

RADIO

FREQUENCIES

For further details of site specific RF signage requirements, please consult CTIL document 'RF Site Signage on Telefonica UK & Vodafone Sites'

by Paul Cowap. Ref: SDN0002 Issue 1_1 (28.11.2012)

RADIO TRANSMITTERS OPERATING

CAUTION

For further details of site specific RF signage requirements, please consult CTIL document 'RF Site Signage on Telefonica UK & Vodafone

Sites' by Paul Cowap. Ref: SDN0002 Issue 1_1 (28.11.2012)

SIGNAGE SCOPE OF WORKS ON BEACON CONSOLIDATED

SITE:

Signs A & D

For a Site under Beacon consolidation the Sign A will normally have

been fitted already. Thus it should only be necessary to remove the

Sign D of the relevant operator if it not already present

Sign B

On a site where a Sign B has been installed it will be necessary to

remove the Sign 'B' of the redundant operator and fit the Sign B of

the relevant operator if its not already present

Sign C

The Sign C this should be replaced where it is safe to do so. This will

normally be during any re-rigging or antenna swap activity

Shared Antenna Sign B1

On Beacon Consolidated outside London sites where this has been

fitted it should be removed and replaced with the Sign 'B' of the

relevant operator

Shared Antenna Sign C1

This sign will generally not be in an easily of safety accessible area

and then it will not be necessary to change it. If However there is

re-rigging or antenna swap as part of the Beacon Consolidation

activity then it can be replaced with the Sign C of the relevant

operator

Sign F

Where this sign has been fitted after the site has been fully

consolidated under Beacon the sign can be removed.

Street Works Signs

The operator site identification Sign G or H will need to be changed

in ownership of the radio base station equipment. Thus in case of a

Vodafone equipment cabinet in the east which is taken over

Telefonica the Sign H should be fitted and the Sign G (if fitted) should

be removed.

SIGNAGE SCOPE OF WORKS ON BEACON CONSOLIDATED

SITE (LONDON SITES)

Signs A & D:

The Sign A & D of the host will normally have been fitted already

unless its a completely new site. Thus it should only be necessary to

add the sign D of the sharer if it is not already present. If it is a

completely new site then the Sign A and Sign D's of the host and

sharer must be fitted.

Sign B & B1

The Sign B will normally have been installed unless it is a

completely new site. If the Upgrade work involves antenna sharing

then the Sign B1 will need to be fitted. If it is a completely new site

then a sign B (if separate antennas) or Sign B1 (if Shared Antennas)

will need to be installed

Sign C & C1

The Sign C will normally have been installed unless the site is

completely new. If the upgrade work involves antenna sharing then a

Sign C1 will need to be fitted. This should be replaced where it is

safe to do so. This will normally be during and re-rigging or antenna

swap activity

If it is a completely new site then a Sign C (If separate Antennas) or

Sign C1 (if shared antennas) will need to be installed. This would be

done during the antenna rigging activities

Sign F

This sign will need to be fitted where there are both Vodafone and

Telefonica input to a system

Street Works Signs

Where there is active equipment in a cabinet separately controlled

by Vodafone and Telefonica then both Signs G & H should be fitted.

Where the sharer equipment is added to the hosts cabinet then the

sharer sign will need to be added

Sign A is the site entry sign. It is placed at the entry(s) points of the

site. On a rooftop site placed at access door(s) to the rooftop. Two

parts to sign upper part warns of presence of transmitter, lower parts

operator contact details

Danger of radio transmitters

operating and that all further

signage is to be obeyed

This sign is required on all sites as a

MINIMUM STANDARD

(VPN 305-428 & 305-435)

Danger of radio frequencies present.

To be deployed alongside and in

addition to the standard sign B on

shared antenna sites

Fitted in areas where access is controlled, but may exceed occupational

exposure guidelines. e.g demarked areas of rooftops

At entry points for fixed ladders or other climbable structure that give access

to areas where antennas are fitted and would be readily accessible once

the structure was climbed. e.g at the base of lattice towers

Danger of antennas operating close

by

To be deployed alongside and in

addition to the standard sign C on

shared antenna sites

Fitted all sides of directional antennas (where they can be

approached either directly, or indirectly through use of access

equipment such as cradles)

on the base of omni-directional antennas

on GRP panels used to disguise antennas such as false chimneys

For Multi Operator Remote Radio

Heads (RRH). To have the logo of

the lead operator only (e.g Vodafone)

Ref.

Letter

Type/Symbol

Remarks

Location

To be placed on the Remote Unit

This is a new sign and with the

purpose to alert personnel under

operator control that the antenna

combiner system has multiple inputs

including multiple CSR's.


exposure guidelines. e.g demarked areas of rooftops At entry points for fixed

ladders or other climbable structure that give access to areas where antennas

are fitted and would be readily accessible once the structure was climbed. e.g

at the base of lattice towers

Danger of radio frequencies

present.

This sign is required on ALL Sites

as a MINIMUM STANDARD

Fitted all sides of directional antennas (where they can be approached

either directly, or indirectly through use of access equipment such as

cradles) on the base of omni-directional antennas


Danger of antennas operating

close by

This sign is required on ALL sites


It is envisaged that this would be placed on

the entry point to a cabin or cabinet door.

This Sign is not a replacement for sign B

Danger of radio frequencies

present.



(VPN 800-333)


exposure guidlines. e.g demarked areas of rooftops

At entry points for fixed ladders or other climable structure that give

access to areas where antennas are fitted and would be readily

accessible once the structure was climbed. e.g at the base of lattice

towers

Danger of radio Antennas close by



(VPN 800-334)

Fitted all sides of directional antennas (where they can be approached

either directly, or indirectly through use of access equipment such as

cradles)

on the base of omni-directional antennas


Owner Label

Contact strip fits under main part of the sign A. Its purpose is to

advise the operators's site Ref No. and also contact details.

Owner Label

Contact strip fits under main part of the sign A. Its purpose is to

advise the operators's site Ref No. and also contact details. In the

case of Telefonica it also advises the number of cells ites Ref's.

that are present on the particular site

VODAFONE EQUIPMENT

IN CASE OF EMERGENCY

CONTACT - 01635 676350

__________________

PLEASE QUOTE

SITE NUMBER

Owner and emergency Label for

Telefonica Equipment on the cabinet, It

indicates the emergency contact No.

and the Telefonica Site No.

It is placed on the side of a streetworks cabinet (top edge 100mm

down from the top of the cabinet, and side edge 100mm in from the

side). Refer to SDN0002 pg 17/18)

Owner and emergency Label for

Vodafone Equipment within the

cabinet, It indicates the emergency

contact No.

Vodafone DWG Ref

1507DT04LTP

Ref.

Letter

Type/Symbol

Remarks

Location

Sign Size

MANDATORY

Circular blue sign, white

logo and text on blue

background

Describes what must be done or

what must not be done to avoid/control the

following hazards/risks

Describes the ideal location fixing

for the safety signage

DANGER

CAUTION

Additional signage is to be placed in appropriate locations to warn of any additional risks highlighted through risk assessment, in

areas where other management techniques do not remove the risk.

All sizes in

mm

Length x

Width

300 x 200

and

150 x 100

300 x 200

300 x 200

400 x 300

300 x 200

300 x 200

300 x 200

300 x 200

300 x 200

Fixed to perimeter fence or structure on

the site and to exterior of meter, or

electrical equipment cabinet or enclosure

Presence of live electrical equipment on site

'LIVE ELECTRICAL EQUIPMENT'



'KEEP OUT'



Fixed adjacent to entry to a

working

area(s) or access route to a

working

area(s) or to perimeter fence

To prevent entry of general public 'NO

UNAUTORISED ACCESS'



Fixed adjacent to entry to a working

area(s) or access route to a working

area(s) or to perimeter fence

Low overhead electricity or telephone lines

over the site, site access or immediatley

adjacent to the site

'OVERHEAD ELECTRICAL POWER LINES'

Fixed to perimeter fence, or

structure on the site, or on access

route or approaches to the site

Presence of asbestos sheet, PVC roof lights

or other fragile roofing on or adjacent to site

or access route to the site

'DANGER FRAGILE ROOF'

Fixed adjacent to, or on the approach

to working areas where flat or sloping

fragile roofing or roof lights are present

Presence of an unprotected unfenced,

unguarded edge where falls are greater than

1m

'DANGER UNPROTECTED EDGE'

Fixed adjacent to, or on the

approach to an unprotected fall or

unprotected roof edge

'HARNESS ATTACHMENT POINT'

Fixed adjacent to the point where the

safe conditions exists

Access to the site working area is only

permitted when wearing a harness e.g

Working with 2m of edge of rooftop or

climbing towers

'WEAR SAFETY HARNESS'

Fixed immediatley adjacent to

the working area(s)

Safe access to working area is only by using

walkways

'USE WALKWAYS'

Fixed immediately adjacent to

entry to access route

It is placed on the side of a streetworks cabinet (top edge 100mm

down from the top of the cabinet, and side edge 100mm in from the

side). Refer to SDN0002 pg 17/18)

location photograph · 2017. 11. 9. · huawei 3900a cabinet and amp30 cabinet (behind) to be...

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