Fundacja Inicjatyw Badawczo- Szkoleniowych WSP TWP w Warszawie
WSP STANDARD A1
1
Wall Vegetation W=0.3 H=16 W=0.46 H=16 W=0.69 H=18 Top of Wall Top of Kerb Top of Kerb Bottom of Kerb Bottom of Kerb Bottom of Kerb Top of Kerb Fence 139.42 139.56 139.37 139.57 135.38 135.42 BL BL BL BL BT BT BT BT BT CB CB TM CB CB CTV 134.98 134.95 136.19 136.57 139.25 139.53 G G G G G 141.16 141.21 LP LP LP LP LP MH MH MH MH MH MH MK MH GV GV GV GV RS RS RS RS RS SC SC SC Stump 141.12 141.11 140.95 140.76 140.43 139.92 136.74 136.91 137.31 WO WO 141.09 141.29 141.75 136.78 139.08 139.47 139.64 140.09 140.45 140.96 136.98 138.14 138.44 138.79 139.41 139.71 141.40 136.97 136.79 137.58 138.14 138.50 138.95 135.41 135.19 135.28 135.61 136.20 136.69 135.30 135.14 135.19 135.41 135.91 136.35 136.15 135.61 135.32 135.19 135.33 135.55 138.96 139.33 139.87 140.36 140.86 141.35 140.66 140.10 139.60 139.09 141.40 141.32 141.06 140.96 RS RS RS MK MK MK 140.97 140.98 141.03 141.12 G 141.31 1 141.19 141.08 141.03 141.18 141.08 PT PT 135.5 136.0 136.0 136.5 137.0 137.0 137.5 137.5 138.0 138.0 138.5 138.5 138.5 139.0 139.0 139.0 139.5 139.5 139.5 139.5 140.0 140.0 140.0 140.5 140.5 140.5 140.5 1 141.0 141.0 141.0 RS MH 128.48 128.42 128.20 128.16 128.18 128.34 128.31 128.34 128.42 1 128.65 128.84 128.96 129.10 ER LP P 130.70 131.26 131.32 128.24 128.01 127.98 128.17 128. 1 133.62 133.74 133.96 134.49 133.98 132.88 132.46 131.63 131.63 131.61 131.16 131.11 131.16 131.63 131.69 EAVE EOT Wall Vegetation W=0.3 H=16 W=0.46 H=16 W=0.69 H=18 Top of Wall Top of Kerb Top of Kerb Bottom of Kerb Bottom of Kerb Bottom of Kerb Top of Kerb Fence 139.42 139.56 139.37 139.57 135.38 135.42 BL BL BL BL BT BT BT BT BT CB CB TM CB CB CTV 134.98 134.95 136.19 136.57 139.25 139.53 G G G G G 141.16 141.21 LP LP LP LP LP MH MH MH MH MH MH MK MH GV GV GV GV RS RS RS RS RS SC SC SC Stump 141.12 141.11 140.95 140.76 140.43 139.92 136.74 136.91 137.31 WO WO 141.09 141.29 141.75 136.78 139.08 139.47 139.64 140.09 140.45 140.96 136.98 138.14 138.44 138.79 139.41 139.71 141.40 136.97 136.79 137.58 138.14 138.50 138.95 135.41 135.19 135.28 135.61 136.20 136.69 135.30 135.14 135.19 135.41 135.91 136.35 136.15 135.61 135.32 135.19 135.33 135.55 138.96 139.33 139.87 140.36 140.86 141.35 140.66 140.10 139.60 139.09 141.40 141.32 141.06 140.96 RS RS RS MK MK MK 140.97 140.98 141.03 141.12 G 141.31 1 141.19 141.08 141.03 141.18 141.08 PT PT 135.5 136.0 136.0 136.5 137.0 137.0 137.5 137.5 138.0 138.0 138.5 138.5 138.5 139.0 139.0 139.0 139.5 139.5 139.5 139.5 140.0 140.0 140.0 140.5 140.5 140.5 140.5 1 141.0 141.0 141.0 RS MH 128.48 128.42 128.20 128.16 128.18 128.34 128.31 128.34 128.42 1 128.65 128.84 128.96 129.10 ER LP P 130.70 131.26 131.32 128.24 128.01 127.98 128.17 128. 1 133.62 133.74 133.96 134.49 133.98 132.88 132.46 131.63 131.63 131.61 131.16 131.11 131.16 131.63 131.69 EAVE EOT BL BL BL BT CAM CB CB CB CB CB 136.98 136.63 136.13 FH FH LP LP LP LP LP LP Cable HT 145.27 Cable HT 145.59 RS RS 141.00 141.00 137.64 141.54 141.50 140.95 140.97 SV 137.45 137.17 138.98 139.02 140.99 141.14 141.07 141.17 141.03 137.06 137.25 135.82 135.65 135.52 135.68 135.92 136.28 136.73 136.96 135.75 136.12 136.56 138.96 140.47 139.92 139.90 RS RS BL BL RS PT PT 140.53 136.0 136.5 136.5 137.0 137.0 137.5 137.5 138.0 138.0 138.5 139.0 139.5 139.5 140.0 140.0 140.5 140.5 141.0 141.0 141.0 141.5 142.0 142.5 143.0 143.5 143.5 144.0 142.21 141.96 141.66 141.57 141.38 141.40 141.38 141.49 141.46 141.38 G G 142.57 142.43 142.62 142.62 142.84 143.21 143.37 144.89 144.63 144.32 143.01 143.15 142.83 143.00 G EOT BT EAVE FL SC SC RS RS RS Cable HT 146.62 G G RS RIDGE 129 129.18 129.19 129.23 129.23 129.29 LP 129.76 129.78 Stump 131.45 130.39 130.24 128.73 128.76 128.66 128.76 128.84 128.79 131.69 131.68 132.18 132.40 133.09 129.80 129.74 129.31 12 137.78 137.53 137.41 137.19 136.63 135.78 135.21 BL BL EAVE G G G G G LP LP G G RS RS 134.71 134.47 135.72 138.37 131.68 130.25 130.96 131.09 130.47 131.61 135.38 135.31 135.15 Cable LVL 152.03 Ø 100 D=0.40m QL-B2 D=0.40m QL-B2 BL BL BL BT CAM CB CB CB CB CB 136.98 136.63 136.13 FH FH LP LP LP LP LP LP Cable HT 145.27 Cable HT 145.59 RS RS 141.00 141.00 137.64 141.54 141.50 140.95 140.97 SV 137.45 137.17 138.98 139.02 140.99 141.14 141.07 141.17 141.03 137.06 137.25 135.82 135.65 135.52 135.68 135.92 136.28 136.73 136.96 135.75 136.12 136.56 138.96 140.47 139.92 139.90 RS RS BL BL RS PT PT 140.53 136.0 136.5 136.5 137.0 137.0 137.5 137.5 138.0 138.0 138.5 139.0 139.5 139.5 140.0 140.0 140.5 140.5 141.0 141.0 141.0 141.5 142.0 142.5 143.0 143.5 143.5 144.0 142.21 141.96 141.66 141.57 141.38 141.40 141.38 141.49 141.46 141.38 G G 142.57 142.43 142.62 142.62 142.84 143.21 143.37 144.89 144.63 144.32 143.01 143.15 142.83 143.00 G EOT BT EAVE FL SC SC RS RS RS Cable HT 146.62 G G RS RIDGE 129 129.18 129.19 129.23 129.23 129.29 LP 129.76 129.78 Stump 131.45 130.39 130.24 128.73 128.76 128.66 128.76 128.84 128.79 131.69 131.68 132.18 132.40 133.09 129.80 129.74 129.31 12 137.78 137.53 137.41 137.19 136.63 135.78 135.21 BL BL EAVE G G G G G LP LP G G RS RS 134.71 134.47 135.72 138.37 131.68 130.25 130.96 131.09 130.47 131.61 135.38 135.31 135.15 Cable LVL 152.03 Ø 100 D=0.40m QL-B2 D=0.40m QL-B2 G LP GV RS G LP GV RS DB SP DB SP SP SP SP SP S1- FOR COORDINATION wsp.com Three White Rose Office Park, Millshaw Park Lane, Leeds, LS11 0DL, UK T+ 44 (0) 113 395 6200, F+ 44 (0) 113 395 6201 DO NOT SCALE APPROVED: DRAWING No: SCALE @ A1: TITLE: SITE/PROJECT: DESIGNED: CHECKED: DATE: REV: ARCHITECT: CLIENT: DRAWING STATUS: File name \\UK.WSPGROUP.COM\CENTRAL DATA\PROJECTS\700458XX\70045899 - U OF S - WESTERN BANK CROSSING\NORTHUMBERLAND ROAD\03 WIP\CV CIVIL ENGINEERING\03 DRAWINGS\SK SKETCHES\NHR-WSP-XX-XX-DR-C-0001.DWG, printed on 07 April 2021 12:04:30, by Dunkley, Kieran DRAWN: WSP UK Ltd c PROJECT NO: 70045899 NHR-WSP-XX-XX-DR-C-0001 P04 NORTHUMBERLAND ROAD, SHEFFIELD POTENTIAL S278 SCHEME CONTRAFLOW CYCLE LANE UNIVERSITY OF SHEFFIELD HLM ARCHITECTS 1:200 SP SP JG JG April 21
Transcript of WSP STANDARD A1
Wall
V
e
g
e
ta
tio
n
W
=
0
.
3
H
=
1
6
W
=
0
.
4
6
H
=
1
6
W
=
0
.
6
9
H
=
1
8
Top of W
all
Top of K
erb
Top of K
erb
Bottom
of K
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Bottom
of K
erb
B
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t
t
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m
o
f
K
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T
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3
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.
4
2
1
3
9
.
5
6
1
3
9
.
3
7
1
3
9
.
5
7
135.38
135.42
B
L
B
L
B
L
B
L
B
T
B
T
B
TB
T
B
T
C
B
C
B
T
M
C
B
C
B
C
T
V
134.98
134.95
136.19
136.57
1
3
9
.
2
5
1
3
9
.
5
3
G
G
G
G
G
1
4
1
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1
6
1
4
1
.
2
1
L
P
L
P
L
P
L
P
L
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M
H
M
H
M
H
M
H
M
H
M
H
M
K
M
H
G
V
G
V
G
V
G
V
R
S
R
S
R
S
R
S
R
S
S
C
S
C
S
C
Stum
p
141.12
1
4
1
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1
1
1
4
0
.
9
5
1
4
0
.
7
6
1
4
0
.
4
3
1
3
9
.
9
2
136.74
136.91
137.31
W
OW
O
1
4
1
.
0
9
1
4
1
.
2
9
1
4
1
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7
5
136.78
1
3
9
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0
8
1
3
9
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4
7
1
3
9
.
6
4
1
4
0
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9
1
4
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1
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6
136.98
138.14
1
3
8
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4
4
1
3
8
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7
9
1
3
9
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4
1
1
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9
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7
1
1
4
1
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4
0
1
3
6
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7
136.79
137.58
138.14
1
3
8
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0
1
3
8
.
9
5
135.41
135.19
135.28
135.61
136.20
1
3
6
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9
13
5.3
0135.14
135.19
135.41
135.91
136.35
136.15
135.61
135.32
135.19
135.33
135.55
1
3
8
.
9
6
1
3
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3
3
1
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6
6
1
4
0
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1
0
1
3
9
.
6
0
1
3
9
.
0
9
141.4
0
1
4
1
.
3
2
141.06
1
4
0
.
9
6
R
S
R
S
R
S
M
K
M
K
M
K
140.97
140.98
1
4
1
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0
3
1
4
1
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1
2
G
1
4
1
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1
1
4
1
.
2
1
1
4
1
.
1
9
1
4
1
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8
141.03
141.18
141.08
P
T
P
T
135.5
136.0
136.0
136.5
137.0
137.0
137.5
137.5
138.0
138.0
138.5
138.5
138.5
139.0
139.0
139.0
139.5
139.5
139.5
139.5
140.0
140.0
1
4
0
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1
4
0
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140.5
140.5
140.5
140.5
141.0
141.0
141.0
R
S
M
H
128.48
128.42
128.20
128.16
1
2
8
.1
8
1
2
8
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4
1
2
8
.
3
1
1
2
8
.
3
4
128.42
1
2
8
.
1
2
128.65
128.84
1
2
8
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6
129.10
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R
L
P
L
P
1
3
0
.
7
0
1
3
1
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2
6
1
3
1
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3
2
128.24
128.01
127.98
128.17
1
2
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1
4
1
3
3
.
6
9
1
3
3
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6
2
1
3
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7
4
1
3
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9
6
134.49
133.98
132.88
132.46
13
1.6
3
131.63
131.61
131.16
131.11
131.16
131.63
13
1.6
9
E
A
V
E
EOT
Wall
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3
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4
6
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6
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0
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6
9
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1
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Top of W
all
Top of K
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Top of K
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Bottom
of K
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Bottom
of K
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B
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4
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1
3
9
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5
6
1
3
9
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3
7
1
3
9
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5
7
135.38
135.42
B
L
B
L
B
L
B
L
B
T
B
T
B
TB
T
B
T
C
B
C
B
T
M
C
B
C
B
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T
V
134.98
134.95
136.19
136.57
1
3
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2
5
1
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5
3
G
G
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1
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G
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G
V
G
V
R
S
R
S
R
S
R
S
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S
S
C
S
C
S
C
Stum
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141.12
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1
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1
1
1
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9
5
1
4
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7
6
1
4
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4
3
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2
136.74
136.91
137.31
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1
4
1
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0
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1
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2
9
1
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136.78
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3
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4
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1
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136.98
138.14
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4
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136.79
137.58
138.14
1
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1
3
8
.
9
5
135.41
135.19
135.28
135.61
136.20
1
3
6
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9
13
5.3
0135.14
135.19
135.41
135.91
136.35
136.15
135.61
135.32
135.19
135.33
135.55
1
3
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9
6
1
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3
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6
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0
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141.4
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1
4
1
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2
141.06
1
4
0
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9
6
R
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R
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R
S
M
K
M
K
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140.97
140.98
1
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3
1
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1
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1
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141.03
141.18
141.08
P
T
P
T
135.5
136.0
136.0
136.5
137.0
137.0
137.5
137.5
138.0
138.0
138.5
138.5
138.5
139.0
139.0
139.0
139.5
139.5
139.5
139.5
140.0
140.0
1
4
0
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1
4
0
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140.5
140.5
140.5
140.5
141.0
141.0
141.0
R
S
M
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128.48
128.42
128.20
128.16
1
2
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1
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4
1
2
8
.
3
1
1
2
8
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3
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128.42
1
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1
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128.65
128.84
1
2
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6
129.10
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R
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L
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1
3
0
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7
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1
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1
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128.24
128.01
127.98
128.17
1
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1
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3
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6
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1
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134.49
133.98
132.88
132.46
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1.6
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131.63
131.61
131.16
131.11
131.16
131.63
13
1.6
9
E
A
V
E
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B
L
B
L
B
L
B
T
C
A
M
C
B
C
BC
B
C
BC
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136.98
136.63
136.13
F
H
F
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a
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141.00
141.00
1
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6
4
141.5
4
141.5
0
140.95
140.97
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137.45
137.17
138.9
8
139.02
140.99
1
4
1
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4
1
4
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141.17
141.03
137.06
137.25
135.82
135.65
135.52
135.68
135.92
136.28
136.73
136.96
135.75
136.12
136.56
1
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140.53
136.0
136.5
136.5
1
3
7
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137.0
1
3
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137.5
138.0
138.0
138.5
139.0
139.5
139.5
140.0
140.0
140.5
140.5
141.0
141.0
1
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1
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141.5
1
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2
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142.5
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3
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1
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0
1
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1
141.96
1
4
1
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6
6
1
4
1
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5
7
1
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1
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8
1
4
1
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141.49
141.46
141.38
G
G
1
4
2
.
5
7
1
4
2
.
4
3
1
4
2
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6
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142.62
1
4
2
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8
4
1
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3
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2
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1
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3
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1
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G
EOT
B
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V
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F
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C
S
C
R
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R
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R
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DB SP
DB SP
SP SP
SP SP
S1- FOR COORDINATION
wsp.com
Three White Rose Office Park, Millshaw Park Lane, Leeds, LS11 0DL, UK
T+ 44 (0) 113 395 6200, F+ 44 (0) 113 395 6201
DO NOT SCALE
APPROVED:
DRAWING No:
SCALE @ A1:
TITLE:
SITE/PROJECT:
DESIGNED:
CHECKED:
DATE:
REV:
ARCHITECT:
CLIENT:
DRAWING STATUS:
File nam
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SP
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S\700458X
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-0001.D
WG
, printed on 07 A
pril 2021 12:04:30
, by D
unkley, K
ieran
DRAWN:
WSP UK Ltd
c
PROJECT NO:
70045899
NHR-WSP-XX-XX-DR-C-0001 P04
NORTHUMBERLAND ROAD, SHEFFIELD
POTENTIAL S278 SCHEME
CONTRAFLOW CYCLE LANE
UNIVERSITY OF SHEFFIELD
HLM ARCHITECTS
1:200 SP SP
JG JG April 21
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2
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2
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2
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2
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2
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2
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2.15
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2.15
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2.31
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2.31
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2.22
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2.22
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2.07
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2.07
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GIVE
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WAY
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1.99
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1.99
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2
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2
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DIA: 955 RETROFLECTIVE BOLLARD
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DIA: 610 RETROFLECTIVE BOLLARD
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PROPOSED PEDESTRIAN REFUGE ISLAND TO PROVIDE PROTECTION TO CYCLISTS ENTERING THE JUNCTION
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DIA: 960.1
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EXISTING RIGHT TURN POCKET TO BE RECONFIGURED FOR CYCLIST USE ONLY
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DIA: 602 BACK TO BACK WITH DIA: 616
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DIA: 616 & DIA: 955
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PROPOSED 2m WIDE UNCONTROLLED PEDESTRIAN CROSSING
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CONTINUATION - REFER TO ADJACENT VIEWPORT
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2
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2
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2.09
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2.09
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THE GOODWIN SPORTS CENTRE ACCESS
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2.16
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2.16
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DIA: 960.1
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ASSUMED LOCATION OF EXISTING KERB LINE AND BACK OF FOOTWAY. ADDITIONAL SURVEY REQUIRED TO CONFIRM EXACT LOCATIONS
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DIA: 606 TO BE PROVIDED TO DIRECT TRAFFIC EXITING THE DEPT. OF POLITICS & SOCIOLOGICAL STUDIES
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CORDUROY HAZARD PAVING
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PROPOSED RAISED TABLE AND 4m WIDE PEDESTRIAN CROSSING
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EXISTING LIGHTING COLUMN TO BE RELOCATED APPROX. 8.4m NORTHWEST, ADJACENT TO BOUNDARY WITH JAMES SMITH HOUSE CAR PARK (CURRENTLY BEING PROCESSED)
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DIA: 960.1
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DIA: 610 RETROFLECTIVE BOLLARD
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PROPOSED RAISED TABLE AND 4m WIDE PEDESTRIAN CROSSING
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PROPOSED DIA: 1040 HATCHING
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PROPOSED DIA: 1040 HATCHING
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PROPOSED 2NO. BOLLARDS TO PREVENT VEHICLE OVERRUN OF PEDESTRIAN CROSSING
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PROPOSED 2NO. BOLLARDS TO PREVENT VEHICLE OVERRUN OF PEDESTRIAN CROSSING
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1.75
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1.75
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1.59
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1.59
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1.64
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1.64
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FOOTWAY WIDENING TO TIE INTO EXISTING
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PROPOSED TRAFFIC ISLAND
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THE DEPT. POLITICS & SOCIOLOGICAL STUDIES ACCESS
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1.82
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1.82
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1.86
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1.86
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2.09
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2.09
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PROPOSED ENTRANCE POINT TO NEW GOODWIN SPORTS CENTRE BUILDING
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CONTINUATION - REFER TO INSET 1
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PROPOSED TRAFFIC ISLAND
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PROPOSED CYCLE LANE TO TERMINATE AFTER MARLBOROUGH ROAD JUNCTION
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CONTINUATION - REFER TO ADJACENT VIEWPORT
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MARLBOROUGH ROAD
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REV
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DATE
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BY
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DESCRIPTION
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CHK
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APP
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P01
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05/12/2019
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JLG
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FIRST ISSUE
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P02
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14/01/2020
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JLG
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ISSUED TO SCC FOR COMMENT
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P03
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25/01/2020
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JLG
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FOSS HUB PROPOSALS REVISED & GOODWIN SPORTS HALL PROPOSALS ADDED
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P04
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07/04/2021
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JLG
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INITIAL SCC COMMENTS ADDRESSED
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NOTES 1. ALL DIMENSIONS IN METRES UNLESS OTHERWISE STATED. ALL DIMENSIONS IN METRES UNLESS OTHERWISE STATED. 2. TRAFFIC SIGN DIAGRAM NUMBERS ARE IN ACCORDANCE WITH TRAFFIC SIGN DIAGRAM NUMBERS ARE IN ACCORDANCE WITH THE TRAFFIC SIGNS REGULATIONS AND GENERAL DIRECTIONS 2016. 3. FINAL DESIGN IS SUBJECT TO FURTHER DEVELOPMENT UPON FINAL DESIGN IS SUBJECT TO FURTHER DEVELOPMENT UPON RECEIPT OF ADDITIONAL SURVEY INFORMATION & ARCHITECT'S PROPOSALS. 4. EXISTING TREES HAVE BEEN OMITTED FOR CLARITY. EXISTING TREES HAVE BEEN OMITTED FOR CLARITY. 5. ARCHITECTS PROPOSALS FOR FACULTY OF SOCIAL SCIENCES ARCHITECTS PROPOSALS FOR FACULTY OF SOCIAL SCIENCES DEVELOPMENT BASED ON HLM ARCHITECTS DRAWING 'FSS-HLM-V0-00-DR-L-00001'. 6. ARCHITECTS PROPOSALS FOR THE NORTHUMBERLAND ROAD ARCHITECTS PROPOSALS FOR THE NORTHUMBERLAND ROAD BUILDING BASED ON BOND BRYAN ARCHITECTS DRAWING 'NRB-00-XX-DR-A-0002'
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INSET 1
