Download - PANEL GENERAL ARRANGEMENT
2975
ACTUAL PANEL LENGTH
3000
TYPICAL POST CENTRE
50
GRAVEL BOARD
UNDER GROUND LEVEL
250
GRAVEL BOARD
ABOVE GROUND LEVEL75 MIN 75 MIN 75 MIN
2975
ACTUAL PANEL LENGTH
3000
TYPICAL POST CENTRE
2975
TYPICAL PANEL LENGTH
3000
TYPICAL POST CENTRE
2975
TYPICAL PANEL LENGTH
3000
TYPICAL POST CENTRE
150
22
50
5
REVn DATE DETAILS INITIAL
CONCORD HOUSE,
BESSEMER WAY, SCUNTHORPE,
NORTH LINCOLNSHIRE, DN15 8XE
t: 01724 289119
e: [email protected] NUMBER: REVn:
ENVIRONMENTAL
BARRIER
EB-GA-01 01
00 10/10/19 DRAWING CREATED H.B
GROUND
LEVEL
GROUND
LEVEL
POST
(2 SECTION SIZES)
POST
(2 SECTION SIZES)
2980
CONCRETE GRAVEL BOARD
CLEATS CLEATS
POST
(2 SECTION SIZES)
CAPPING
WEDGES
TO BE INSTALLED
AT TRAFFIC FACE
ONLY
WEDGES
TO BE INSTALLED
TRAFFIC FACE
ONLY
ACOUSTIC
RUBBER SEAL
(BETWEEN
GRAVEL BOARD
& TIMBER
GRAVEL BOARD
BLACK ABSORPTIVE MEMBRANE
FILLED IN BETWEEN COVER LATHS
50 X 100 X 3000 LONG
TIMBER RAILS INSTALLED BEHIND FRONT PANEL
152 X 89 X 16
UB POST127 X 76 X 13
UB POST
GENERAL NOTES:
1. ALL DIMENSION IN MM UNLESS STATED
OTHERWISE
2. CONCRETE GRAVEL BOARD TO BE
PROTRUDING GROUND LEVEL BY 250MM WITH
50MM BELOW GROUND LEVEL
3. FOR CLEAT DETAIL AND CLEAT ASSEMBLY
DETAIL, SEE EB-GA-02 Rev 00
4. FOR POST DETAIL, SEE EB-GA-02 Rev 00
5. WEDGING ARRANGEMENT DEPENDANT ON
POST SECTION TYPE.
6. 150mm TAPERED END BOARD TO BE
INSTALLED ON ABSORPTIVE BARRIER
PLAN VIEW ON REFLECTIVE
ENVIRONMENTAL BARRIER
SCALE: 1:25
ELEVATION ON
REFLECTIVE & ABSORPTIVE PANELS
SCALE: 1:40
PLAN VIEW ON WEDGING
DETAIL FOR 152 X 89 X 16
SCALE: 1:25
PLAN VIEW ON WEDGING
DETAIL FOR 127 X 76 X 13
SCALE: 1:25
WEDGES
TO BE INSTALLED AT
TRAFFIC FACE ONLY
WEDGES
TO BE INSTALLED
AT TRAFFIC FACE
ONLY
PLAN VIEW ON ABSORPTIVE
ENVIRONMENTAL BARRIER
SCALE: 1:25
ALL POSTS TO HAVE MINIMUM 75MM
OF CONCRETE COVER FROM EDGE OF
FOUNDATION
PANEL GENERAL
ARRANGEMENT
TAPERED END
BOARD DETAIL
SCALE: 1:25
TAPERED END BOARDS TO
BE USED EXCLUSIVELY ON
127 x 76 x 8 UB POST
2980
CONCRETE GRAVEL BOARD
01 04/02/21 DETAILS REVISED M.T
RS100 INSULATION
50
GRAVEL BOARDUNDER GROUND LEVEL
250
GRAVEL BOARDABOVE GROUND LEVEL
75 MIN 75 MIN 75 MIN
2975
TYPICAL PANEL LENGTH
3000
TYPICAL POST CENTRE
2975
TYPICAL PANEL LENGTH
3000
TYPICAL POST CENTRE
REVn DATE DETAILS INITIAL
CONCORD HOUSE,
BESSEMER WAY, SCUNTHORPE,
NORTH LINCOLNSHIRE, DN15 8XE
t: 01724 289119
e: [email protected] NUMBER: REVn:
ENVIRONMENTAL
BARRIER
EB-GA-04 01
00 10/10/19 DRAWING CREATED H.B
GENERAL NOTES:
1. ALL DIMENSION IN MM UNLESS STATED
OTHERWISE
2. CONCRETE GRAVEL BOARD TO BE
PROTRUDING GROUND LEVEL BY 250MM WITH
50MM BELOW GROUND LEVEL
3. FOR CLEAT DETAIL AND CLEAT ASSEMBLY
DETAIL, SEE EB-GA-02 Rev 00
4. FOR POST DETAIL, SEE EB-GA-02 Rev 00
5. FOR PANEL GENERAL ARRANGEMENT
DRAWING, SEE EB-GA-00 Rev 00
6. FOR CONCRETE GRAVEL BOARD
ARRANGEMENT PLEASE SEE EB-GA-03 Rev 00.
7. WEDGING ARRANGEMENT DEPENDANT ON
POST SECTION TYPE.
ABSOPRTIVE/REFLECTIVE PANEL TO
BE LIFTED AND PLACED VIA LIFTING
EYES AND A SPREADER BAR
CONTROLLED BY A HIAB/EXCAVATOR
ELEVATION ON
PANEL INSTALLATION
USING 127x76x13 UB POST
SCALE: 1:50
ABSOPRTIVE/REFLECTIVE PANELS
TO BE FITTED INSIDE POST
CHANNELS AS PER ABOVE DETAIL
PANEL TO SIT ON PRE-INSTALLED
CONCRETE GRAVEL BOARD
WEDGES
TO BE INSTALLED
AT TRAFFIC FACE
ONLY
PLAN VIEW ON REFLECTIVE
ENVIRONMENTAL BARRIER
SCALE: 1:25
WEDGES
TO BE INSTALLED AT
TRAFFIC FACE ONLY
WEDGES
TO BE INSTALLED AT
TRAFFIC FACE ONLY
PLAN VIEW ON ABSORPTIVE
ENVIRONMENTAL BARRIER
SCALE: 1:25
LIFTING EYES LOCATED
ON TOP FACE OF PANEL
LIFTING EYES LOCATED
ON TOP FACE OF PANEL
ABSORPTIVE/REFLECTIVE
PANEL LIFTING &
INSTALLATION DETAILSPANEL TO SIT ON PRE-INSTALLED
CONCRETE GRAVEL BOARD
01 04/02/21 DETAILS REVISED M.T
RS100 INSULATION
DIM
A
DIM
B
100
96
LIFTING HOLE
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID
TO INSTALLATION.
CLEAT UP TO 75% FLANGE WIDTH.
Ø30
DIM
A
DIM
B
Ø30
120
114
POST TYPE: A1
STEEL SECTION: HEA 100 APOST TYPE: A2
STEEL SECTION: HEA 120 A
DIM
A
DIM
B
LIFTING HOLE
Ø30
POST TYPE: A3
STEEL SECTION: HEA 140 A
140
133
R12
74
58
R12
56
48
R12
92
67
14Ø GALVANISING DRAIN HOLE
100
30Ø SITE ERECTION
HOLE
SEE MANUFACTURE DRAWINGS FOR
EXACT LOCATION
9
PANEL SUPPORT CLEATNONSTRUCTURAL AID TO
INSTALLATION. CLEAT UP
TO 75% FLANGE WIDTH.
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO
INSTALLATION. CLEAT UP TO 75% FLANGE WIDTH.
14Ø GALVANISING DRAIN
HOLE
14Ø GALVANISING DRAIN
HOLE
30Ø SITE
ERECTION HOLE
SEE MANUFACTURE
DRAWINGS FOR
EXACT LOCATION
LIFTING HOLE
100
30Ø SITE ERECTION
HOLESEE MANUFACTURE
DRAWINGS FOR EXACT
LOCATION
100
88
CLEAT TO BE BOLTED
TO BEAM
(L 100 x 65 x 7 THK)
CLEAT TO BE
BOLTED TO BEAM
(L 100 x 65 x 7 THK)
CLEAT TO BE BOLTED TO BEAM
(L 100 x 65 x 7 THK)
DIM A- MUST NOT ALLOW THE NOISE BARRIER HEIGHT TO
EXCEED THE MAXIMUM PRODUCT LOADING
DIM B- MUST BE SUFFICIENT TO ALLOW A MINIMUM OF
75% PENETRATION OF THE FOUNDATION DEPTH.
ROOT TREATMENT TO BE APPLIED EITHER
SIDE OF CLEAT HOLE FOR 300mm. ROOT
TREATMENT TO ACHIEVE A MINIMUM THICKNESS OF 250 MICRONS.
(MCHW SERIES 1900 TABLE 19/4C TYPE G2a or G2b)
300
300
REVn DATE DETAILS INITIAL
CONCORD HOUSE,BESSEMER WAY, SCUNTHORPE,
NORTH LINCOLNSHIRE, DN15 8XE
t: 01724 289119
e: [email protected] NUMBER: REVn:
ENVIRONMENTAL
BARRIER
EB-GA-07 01
00 27/11/19 DRAWING CREATED M.T
DETAILS OF CE NOISE BARRIER POSTS
POST TYPE: A1, A2, A3
GENERAL NOTES:
1. ALL DIMENSION IN MM UNLESS STATED
OTHERWISE
2. POST TO BE SHOT BLASTED TO SA2 12 CHILLED IRON GRIT
3. POST TO BE GALVANISED TO EN ISO 1461
01 21/02/20 DETAILS REVISED M.T
DIM
A
DIM
B
LIFTING HOLE
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO INSTALLATION.
CLEAT UP TO 75%
FLANGE WIDTH.
Ø30
POST TYPE: A4
STEEL SECTION: HEA 160 A
160
DIM
A
DIM
B
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO INSTALLATION. CLEAT UP TO
75% FLANGE WIDTH.
POST TYPE: A5
STEEL SECTION: HEA 180 A
DIM
A
DIM
B
POST TYPE: A6
STEEL SECTION: HEA 200 A
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO INSTALLATION. CLEAT UP TO
75% FLANGE WIDTH.
CLEAT TO BE BOLTED TO BEAM
(L 100 x 65 x 7 THK x 125 LG)
190
200
R18
79
134
152R15
104
77
LIFTING HOLE
Ø30
100
14Ø GALVANISING DRAIN HOLE
10
30Ø SITE ERECTION
HOLE
SEE MANUFACTURE DRAWINGS FOR EXACT
LOCATION
LIFTING HOLE
Ø30
100
180
171
R15
122
87
10
30Ø SITE ERECTION
HOLE
SEE MANUFACTURE DRAWINGS FOR
EXACT LOCATION
14Ø GALVANISING
DRAIN HOLE
100
9
14Ø GALVANISING
DRAIN HOLE
30Ø SITE ERECTION
HOLE
SEE MANUFACTURE DRAWINGS FOR
EXACT LOCATION
CLEAT TO BE BOLTED
TO BEAM
(L 100 x 65 x 7 THK)
CLEAT TO BE
BOLTED TO BEAM
(L 100 x 65 x 7 THK) 125
DIM A- MUST NOT ALLOW THE NOISE BARRIER HEIGHT TO
EXCEED THE MAXIMUM PRODUCT LOADING
DIM B- MUST BE SUFFICIENT TO ALLOW A MINIMUM OF
75% PENETRATION OF THE FOUNDATION DEPTH.
ROOT TREATMENT TO BE APPLIED EITHER
SIDE OF CLEAT HOLE FOR 300mm. ROOT
TREATMENT TO ACHIEVE A MINIMUM THICKNESS OF 250 MICRONS.
(MCHW SERIES 1900 TABLE 19/4C TYPE G2a or G2b)
300
300
REVn DATE DETAILS INITIAL
CONCORD HOUSE,BESSEMER WAY, SCUNTHORPE,
NORTH LINCOLNSHIRE, DN15 8XE
t: 01724 289119
e: [email protected] NUMBER: REVn:
ENVIRONMENTAL
BARRIER
EB-GA-08 01
00 27/11/19 DRAWING CREATED M.T
DETAILS OF CE NOISE BARRIER POSTS
POST TYPE: A4, A5, A6
GENERAL NOTES:
1. ALL DIMENSION IN MM UNLESS STATED
OTHERWISE
2. POST TO BE SHOT BLASTED TO SA2 12 CHILLED IRON GRIT
3. POST TO BE GALVANISED TO EN ISO 1461
01 11/02/20 POST A6 CLEAT REVISED M.T
DIM
A
DIM
B
LIFTING HOLE
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO
INSTALLATION. CLEAT UP TO 75% FLANGE WIDTH.
Ø30
POST TYPE: B1
STEEL SECTION: 127x76 UB 13
DIM
A
DIM
B
LIFTING HOLE
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO
INSTALLATION. CLEAT UP TO 75% FLANGE WIDTH.
Ø30
POST TYPE: B2
STEEL SECTION: 152x89 UB 16
30Ø SITE ERECTION HOLESEE MANUFACTURE
DRAWINGS FOR EXACT
LOCATION
14Ø GALVANISING DRAIN
HOLE
30Ø SITE ERECTION HOLESEE MANUFACTURE
DRAWINGS FOR EXACT
LOCATION
14Ø GALVANISING DRAIN
HOLE
R8
127
97
36
8
76
100
R8
152
8
122
428
9100
CLEAT TO BE BOLTED TO BEAM
(L 100 x 65 x 7 THK)
CLEAT TO BE BOLTED TO BEAM
(L 100 x 65 x 7 THK)
DIM A- MUST NOT ALLOW THE NOISE BARRIER HEIGHT TO
EXCEED THE MAXIMUM PRODUCT LOADING
DIM B- MUST BE SUFFICIENT TO ALLOW A MINIMUM OF
75% PENETRATION OF THE FOUNDATION DEPTH.
ROOT TREATMENT TO BE APPLIED EITHER
SIDE OF CLEAT HOLE FOR 300mm. ROOT
TREATMENT TO ACHIEVE A MINIMUM THICKNESS OF 250 MICRONS.
(MCHW SERIES 1900 TABLE 19/4C TYPE G2a or G2b)
300
300
REVn DATE DETAILS INITIAL
CONCORD HOUSE,BESSEMER WAY, SCUNTHORPE,
NORTH LINCOLNSHIRE, DN15 8XE
t: 01724 289119
e: [email protected] NUMBER: REVn:
ENVIRONMENTAL
BARRIER
EB-GA-09 01
00 27/11/19 DRAWING CREATED M.T
DETAILS OF CE NOISE BARRIER POSTS
POST TYPE: B1, B2
GENERAL NOTES:
1. ALL DIMENSION IN MM UNLESS STATED
OTHERWISE
2. POST TO BE SHOT BLASTED TO SA2 12 CHILLED IRON GRIT
3. POST TO BE GALVANISED TO EN ISO 1461
01 21/02/20 DETAILS REVISED M.T
DIM
A
DIM
B
LIFTING HOLE
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO
INSTALLATION. CLEAT UP TO 75% FLANGE WIDTH.
Ø30
POST TYPE: B3STEEL SECTION: 178x102 UB 19
DIM
A
DIM
B
LIFTING HOLE
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO
INSTALLATION. CLEAT UP TO 75% FLANGE WIDTH.
Ø30
POST TYPE: B4
STEEL SECTION: 203x102 UB 23
30Ø SITE ERECTION HOLE
SEE MANUFACTURE
DRAWINGS FOR EXACT
LOCATION
14Ø GALVANISING DRAIN HOLE
PANEL SUPPORT CLEAT
NONSTRUCTURAL AID TO
INSTALLATION. CLEAT UP TO 75% FLANGE WIDTH.
30Ø SITE ERECTION HOLE
SEE MANUFACTURE
DRAWINGS FOR EXACT
LOCATION
R8
178
8
101
48
147
100
102
R8
203
9
169
41
14Ø GALVANISING DRAIN HOLE
100
CLEAT TO BE BOLTED TO BEAM
(L 100 x 65 x 7 THK x 125 LG)
CLEAT TO BE BOLTED TO BEAM
(L 100 x 65 x 7 THK x 125 LG)
125 125
DIM A- MUST NOT ALLOW THE NOISE BARRIER HEIGHT TO
EXCEED THE MAXIMUM PRODUCT LOADING
DIM B- MUST BE SUFFICIENT TO ALLOW A MINIMUM OF
75% PENETRATION OF THE FOUNDATION DEPTH.
ROOT TREATMENT TO BE APPLIED EITHER
SIDE OF CLEAT HOLE FOR 300mm. ROOT
TREATMENT TO ACHIEVE A MINIMUM THICKNESS OF 250 MICRONS.
(MCHW SERIES 1900 TABLE 19/4C TYPE G2a or G2b)
300
300
REVn DATE DETAILS INITIAL
CONCORD HOUSE,BESSEMER WAY, SCUNTHORPE,
NORTH LINCOLNSHIRE, DN15 8XE
t: 01724 289119
e: [email protected] NUMBER: REVn:
ENVIRONMENTAL
BARRIER
EB-GA-10 01
00 27/11/19 DRAWING CREATED M.T
DETAILS OF CE NOISE BARRIER POSTS
POST TYPE: B3, B4
GENERAL NOTES:
1. ALL DIMENSION IN MM UNLESS STATED
OTHERWISE
2. POST TO BE SHOT BLASTED TO SA2 12 CHILLED IRON GRIT
3. POST TO BE GALVANISED TO EN ISO 1461
01 11/02/20 CLEAT SIZE REVISED M.T
P.G.L.
TYPICAL ELEVATION TO TRAFFIC SIDE FACE OF ABSORPTIVE BARRIERSCALE 1:25
SECTION THROUGH NORMAL POST AND
ABSORPTIVE BARRIERSCALE 1:25
TRAFFIC SIDE
75x75 OR
100x47 RAIL
RAIL C/C TO BE
600mm
200x75 C24 TIMBER
GRAVEL BOARD
EMBEDDED 50mm
P.G.L.
TYPICAL SECTION THROUGH NORMAL POST
AND ABSORPTIVE BARRIERSCALE 1:25
TRAFFIC SIDE
75x75 OR
100x47 RAIL
RAIL C/C TO BE
600mm
200x75 C24 TIMBER
GRAVEL BOARD
EMBEDDED 50mm
P.G.L.
P.G.L.
TYPICAL ELEVATION TO TRAFFIC SIDE FACE OF REFLECTIVE BARRIERSCALE 1:25
SECTION THROUGH NORMAL POST AND 3m
HIGH REFLECTIVE BARRIERSCALE 1:25
TRAFFIC SIDE
75x75 OR
100x47 RAIL
RAIL C/C TO BE
600mm
200x75 C24 TIMBER
GRAVEL BOARD
EMBEDDED 50mm
P.G.L.
SECTION THROUGH NORMAL POST AND 3m
HIGH REFLECTIVE BARRIERSCALE 1:25
TRAFFIC SIDE
75x75 OR
100x47 RAIL
RAIL C/C TO BE
600mm
200x75 C24 TIMBER
GRAVEL BOARD
EMBEDDED 50mm
P.G.L.
3000 (POST CEN TRES)
GEOTEXTILE TO TRAFFIC FACE RS100 INSULATION
150x19 SQUARE COVER BOARD NAILED
CENTRALLY TO EACH HORIZONTAL RAIL WITH
63mm STAINLESS STEEL NAILS
70x19 SQUARE COVER BATTEN NAILED CENTRALLY TO EACH HORIZONTAL RAIL WITH
75mm STAINLESS STEEL NAILSSTEEL POST
PANEL WEDGED AND PACKED ON SITE OVERALL
THICKNESS VARIES TO SUIT STEEL SECTION SIZE
TYPICAL PLAN ON ABSORPTIVE BARRIERSCALE 1:20
3000 (PO ST CENTR ES)
150x22 SQUARE COVER BOARD NAILED
CENTRALLY TO EACH HORIZONTAL RAIL WITH 63mm STAINLESS STEEL NAILS
75x19 SQUARE COVER BATTEN NAILED
CENTRALLY TO EACH HORIZONTAL RAIL WITH 75mm STAINLESS STEEL NAILS
STEEL POST
PANEL WEDGED AND PACKED ON SITE OVERALL
THICKNESS VARIES TO SUIT STEEL SECTION SIZE
TYPICAL PLAN ON REFLECTIVE BARRIERSCALE 1:20
REVn DATE DETAILS INITIAL
CONCORD HOUSE,
BESSEMER WAY, SCUNTHORPE,
NORTH LINCOLNSHIRE, DN15 8XE
t: 01724 289119
e: [email protected] NUMBER: REVn:
ENVIRONMENTAL
BARRIER
EB-GA-12 01
00 28/11/19 DRAWING CREATED M.T
GENERAL ARRANGEMENTS
OF SAFEROAD BASTION
ENVIRONMENTAL BARRIER
01 04/02/21 DETAILS REVISED M.T