danger of death in an emergency agreed with uk...
TRANSCRIPT
RMU ONLY�
EQUIPMENT WHICH MAY BE USED WITH THIS DESIGN
A ORIGINAL
EDS 07-3102.05
09-08-17
C
SECONDARY SITES
Version DescriptionDateDrn.
SITE
DRAWING NO.
SCALE
TITLE
Checked
Approved Designed
Version@ A1
SITE
DRAWING NO.
SCALE
TITLE
VersionN.T.S.
UKPN
RDHUA
UA
B 05-01-18UA
UA
RDH
UKPNdrawing reference revised.Chamfers applied to plinth. Earthing
C 26-10-18UA
UA
RDH
UKPN
This UK Power Networks drawing illustrates good practice regarding health, safety, security and cost efficiency, but design responsibility rests with the issuer of the site-specific version of the drawing.
Equipment elevation views added.Drawing notes revised.
LOCATION PLAN
CONSTRUCTION.
NETWORKS PRIOR TO
AGREED WITH UK POWER
BY DEVELOPER AND
LOCATION TO BE ADVISED
PROPOSED SUBSTATION
Sheet 1 of 3
WITH GRP ENCLOSURE
RING MAIN UNIT PLINTH DESIGN
CIVIL LAYOUT
APPROVED
VENTILATION VIA LOUVRES
~ BY UK POWER NETWORKS
REMOTE TERMINAL UNIT
KERB LINE
SECTION B-BSECTION A-A
600
500
250
25mm x 25mm CHAMFER
600
700700
150
TO OUTSIDE EDGES
ASEE DETAIL
PROVIDE FAIR FACE FINISHSHUTTERED TO WORKS TO BE
TOP 150mm OF ALL CONCRETE
FOUNDATIONGRP ENCLOSURE TO BRACKETS SECURING ANGLED FIXING
RING BEAM AS SHOWN
BELOW MIDDLE OF
NOTE: DUCTS TO STOP
FOUNDATION - ISOMETRIC VIEW
838
837
1000
Base
VRN2a
Lucy Sabre
5000
ORDER TO MAINTAIN VENTILATION.
REQUIRED AROUND WHOLE OF ENCLOSURE IN
A MINIMUM OF 500mm CLEAR HARDSTANDING
BACK EDGE OF PAVEMENT
SIDE-ENTRY DUCTSALTERNATIVE
SUFFICIENT CLEARANCE REQUIRED
TO ALLOW EACH DOOR TO OPEN,
EACH DOOR IS 1250mm WIDE
4000
3000
CONFIRMED BY UK POWER NETWORKS
CABLE ENTRY LOCATIONS TO BE
2400
1000
HINGED PANEL FOR GENERATOR CABLE ACCESS.
PROVIDE ADDITIONAL `OUTLET` VENTILATION VIA EAVESROOF OVERHANGS FRONT AND BACK ONLY BY 150 TO
1035 x 616 LOUVRED PANEL 1035 x 616 LOUVRED PANEL 2 No. 1035 x 616 LOUVRED PANELS
DANGER OF DEATH
DANGER OF DEATH
In an emergency
telephone
080 096 9960
STATUTORY SIGNAGE
PADLOCKGALVANISED ESPAGNOLETTE LATCH TO ACCEPT STANDARD UK POWER NETWORKS
2400
150
150 2800 2800
EMBOSSED INTO DOOR PANEL`DANGER OF DEATH` SIGN
6500
INS
TA
LL
ATIO
N / R
EM
OV
AL.
ALL
OW 6
500
mm C
LE
AR
AN
CE F
OR G
RP C
OV
ER
EXTERNALLY (WHEN REQUIRED)RTU ANTENNA SHALL BE FITTED
RIGHT HAND SIDE ELEVATIONFRONT ELEVATIONLEFT HAND SIDE ELEVATION REAR ELEVATION
PLAN VIEW OF SITE & EQUIPMENT ARRANGEMENT
(GRP ROOF REMOVED FOR CLARITY)
SETTING OUT DIMENSIONS
B
B
A
A
FOUNDATION ~ PLAN VIEW
3000
300
300
500
Front
VRN2a
Lucy Sabre
LHS
VRN2a
Lucy Sabre
POWER NETWORKS
INSTALLED BY UK
ALL PLANT SUPPLIED &
ALL EDGES OF PLINTH.
EDGES OF RING BEAM AND
GRATINGS ON ALL INTERNAL
MILD STEEL SUPPORTS FOR
SEE NOTESCABLE INSTALLATION ~ AFTER
NOMINATED CONTRACTOR NETWORKS OR THEIR GRATING) BY UK POWER (UP TO 500mm FROM TOP OF THIS AREA TO BE BACKFILLED
SUITE SITE CONDITIONS
THIS DIMENSION MAY VARY TO
FOUNDATION DETAIL
FIXING OF GRP COVER TO
EQUIPMENT IS 950kg
WEIGHT OF THE ASSEMBLED
THE MAXIMUM UNFACTORED
HOLES IN STEEL ANGLE TO BE PRE-DRILLED OFF SITE BEFORE GALVANIZING.400mm CENTRES).HILTI HST ANCHOR, RESIN FIXINGS OR SIMILAR APPROVED (M12 BOLTS AT GRATING SUPPORTED ON MILD STEEL ANGLE (50x65x6) FIXED TO WALL WITH
GRATING SUPPORT ~ DETAIL `A`
SECONDARY SUBSTATION CIVIL DESIGN STANDARDEDS 07-3102
PRE-DESIGN REQUIREMENTS FOR SECONDARY SUBSTATIONSEDS 07-3101
SUBSTATION ELECTRICAL SERVICESEDS 07-0119
APPROVED EQUIPMENT LIST - CABLES & DUCTSEAS 02-0000
APPROVED EQUIPMENT LIST - CIVILEAS 07-0000
SMALL POWER AND LIGHTING LAYOUTSHEET 3
EARTHING LAYOUTSHEET 2
REFERENCES
STEELWORK FOR GRP GRATING SUPPORTS SHALL BE GALVANISED.�
REMOVED WITH CABLES IN-SITU WHILE STILL REMAINING STABLE.
CUT OFF OPENINGS FOR CABLE PENETRATIONS ENSURING THE GRATINGS CAN BE �
SEATED LEVEL WITH NO NOTICEABLE ROCKING OR SLIDING.
GRATING SHALL BE FLUSH WITH TOP OF FOUNDATION AND SECURELY SUPPORTED, �
SURFACE AND COLOUR GREEN.
USE APPROVED 38mm DEEP MOULDED GRP GRATINGS; OPEN TYPE WITH GRITTED �
GRP GRATINGS AND SUPPORTS
GRATINGS.
WITH 100mm ABOVE TOP DUCT AND TO A MINIMUM OF 500mm BELOW THE TOP OF
AFTER CABLE INSTALLATION, SEAL ALL CABLE DUCTS, FILL TRENCHES WITH SAND �
INFILL TO AREA AROUND CABLES
NUMBER AND ENTRY POSITIONS SHALL BE VERIFIED BY UK POWER NETWORKS. �
TO ESI 12-24 OR BS EN 61386, LAID FLAT AND LEVEL.
125mm INTERNAL DIAMETER TWIN WALLED HIGH DENSITY POLYETHYLENE DUCTING �
DUCTS
STANDARD COLOURS ARE MID BROWN 08-B-25 OR DARK GREEN 14-C-39 TO BS4800.�
IS REQUIRED AROUND THE ENCLOSURE.
LOUVERED VENTS SHALL NOT BE OBSTRUCTED; A MINIMUM CLEAR AREA OF 500mm �
MAXIMUM LOAD ON ROOF TO BE 2.5kN/m².�
MAINTENANCE OR REPLACEMENT OF THE TRANSFORMER.
ALLOW 6500mm CLEAR HEADROOM FOR THE REMOVAL OF THE ENCLOSURE DURING �
ALL TIMES.
KEEP 1000mm CLEARANCE MINIMUM ABOVE ENCLOSURE FOR PRESSURE RELIEF AT �
MOVEMENT.
THE THRESHOLD SECTION BELOW THE DOORS IS REMOVABLE TO FACILITATE PLANT �
THREE WAY LOCKING DEVICE WITH FREE ISSUED UK POWER NETWORKS PADLOCK.�
TOTAL WEIGHT OF GRP ENCLOSURE IS 600kg.�
ASSEMBLED. FLAT PACK UNITS ARE AVAILABLE ON REQUEST.
SUPPLIED AND INSTALLED BY UK POWER NETWORKS. USUALLY DELIVERED �
GRP ENCLOSURE
REINFORCEMENT TO DEVELOPER’S STRUCTURAL ENGINEER’S REQUIREMENTS.�
+/-2mm OVER 2000mm.
40N/mm2 AFTER 28 DAYS. CONCRETE WORKS FINISED WITH STEEL FLOAT TO WITHIN
WITH A SUITABLE WEARING SCREED WITH A MINIMUM COMPRESSIVE STRENGTH OF
STANDARD FLOOR SLAB THICKNESS OF 225mm MINIMUM REINFORCED CONCRETE �
ENTIRE ACCESS ROUTE IS TO BE CAPABLE OF SUSTAINING THE EQUIPMENT LOAD.
TO THE STRUCTURAL ENGINEER’S SPECIFICATIONS TO SUSTAIN LOADS SHOWN. THE �
FLOOR SLAB
REINFORCING BARS TO BE ELECTRICALLY CONTINUOUS.�
TYPE MATERIAL.
ON 1200 GAUGE GEOMEMBRANE, ON SAND BLINDING, ON WELL COMPACTED DTp1
STRUCTURAL CONCRETE TO BE POURED ON 50mm GEN1 MIX CONCRETE BLINDING �
FORMATION LEVEL.
FOR PRELIMINARY DESIGN, ASSUME 50kN/m²INCREASE IN GROUND PRESSURE AT �
(50mm MINIMUM).
SUFFICIENT COVER TO THE REINFORCEMENT TO ACHIEVE A 4 HOUR FIRE RATING �
AS STATED ON DRAWING OR TO SUIT THE SITE CONDITION. �
FOUNDATION AND REINFORCED CONCRETE
UNLESS A 4HR FIRE BARRIER IS LOCATED IN BETWEEN.
GRP SUBSTATIONS SHALL BE AT LEAST 4m AWAY FROM THE NEAREST BUILDING �
ACCESS OR VENTILATION THROUGH DOORS AND LOUVRES.
SCHEMES) SHALL ALLOW FOR FUTURE PLANT GROWTH WITHOUT COMPROMISING
PROPOSED SOFT LANDSCAPING ADJACENT TO THE SUBSTATION (E.G. PLANTING �
ACCESS VIA 24 HOUR SECURITY IS UNACCEPTABLE.�
SHALL BE LOCKED WITH THE STANDARD UK POWER NETWORKS LOCKING SUITE.
TIMES, 365 DAYS OF THE YEAR (24/7). ANY DOORS OR GATES ON THE ACCESS ROUTE
UNIMPEDED ACCESS FOR UK POWER NETWORKS PERSONNEL IS REQUIRED AT ALL �
BUILDING REGULATION APPROVALS.
THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL PLANNING CONSENTS AND �
LEGAL RIGHTS.
BY A PRIVATE DEDICATED ACCESS WAY WITH FULL CONTROL AND ASSOCIATED
SUBSTATIONS SHALL BE LOCATED ADJACENT TO A PUBLIC HIGHWAY OR REACHED �
SITE.
POWER NETWORKS PRIOR TO THE COMMENCEMENT OF ANY BUILDING WORKS ON
POSITION AND ORIENTATION OF THE SUBSTATION SHALL BE AGREED WITH UK �
PLANNING, LOCATION AND POSITION
ADDED ONTO THE PROJECT SPECIFIC DRAWING.
LOCATION OF THE SITE SHALL BE OVERLAID ON THE ORDNANCE SURVEY MAP AND �
RELEVANT CODES OF PRACTICE OR BRITISH STANDARD AND EUROCODES.
WORKMANSHIP AND MATERIALS TO CONFORM TO THE LATEST EDITION OF THE �
OTHER SERVICES THROUGH OR UNDER THE SUBSTATION AREA IS NOT PERMITTED.
THE RUNNING OF SPRINKLER SYSTEM, HEATING, GAS, TELECOMS, WATER AND �
ALL DIMENSIONS ARE IN MILLIMETRES.�
FROM UK POWER NETWORKS.
MATERIALS SPECIFIED WILL BE PERMITTED WITHOUT PRIOR WRITTEN CONSENT
DO NOT SCALE FROM THIS DRAWING. NO VARIATION TO THE STATED DIMENSIONS OR �
GENERAL NOTES
PLAN VIEW
ELEVATIONS
250
650
1000
RMU PLINTH DIMENSIONS
900
250
225
250
1000
725
LUCY SABRE VRN2a FOOTPRINT
SCHNEIDER RN2c FOOTPRINT
CHAMFERS
75 x 75mm VERTICAL