B.08.02.05.02_Att3__Drawings_-_Two_Bridges_and_Road,_15_AUG19.pdf
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B.08.02.05.02 Att3_ Drawings - Two Bridges and Road, 15 AUG19
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C ov er
S he et
C-01
EUROPE DISTRICT
U.S. ARMY CORPS OF ENGINEERS
Q1) Repair White Bridge, and Q2) Repair Yellow Road and Bridge at Novo Selo Training Area, Bulgaria
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra nc h
Europe District
D es ig n fil e no
D ra w in g co de
SHEET
REFERENCE
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
GENERAL MAP
ОБЩА КАРТА
N
GENERAL MAP
ОБЩА КАРТА
N
Li st o f D ra w in gs
C-02
Q1) Repair White Bridge, and Q2) Repair Yellow Road and Bridge at Novo Selo Training Area, Bulgaria
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra es ig n fil e no
D ra w in g co
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
Existing bridge and White bridge to be build Photo of existing bridge
Yellow bridge to be build Photo of existing bridge
S ite P la n
Q1-10
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
397.36
397.41
397.52
10439 7.
397.73
107397.78
108397.97
109398.16
110398.26
111398.36
112398.67
113399.14
114399.85
399.88
399.39
399.15
398.55
398.51
398.21122
398.31
398.03
397.78
397.72
126397.64
397.75
397.76
397.47
397.25
13639 7.
7.
7.
392.96
392.47
153392.46
154392.58
155392.94
156393.29
392.90
392.67
392.78
393.09
392.86
392.94
392.93
166397.12 167397.33
168397.53
169398.02
170398.40
171398.98
398.95
398.82
175398.60
176398.19
399.26
399.98
400.18
400.67
400.99
401.29
401.67
398.29
190397.88
397.79
397.62
193397.55
194397.36
195397.23
196397.11
197397.19
198397.28
397.27
397.33
397.50
394.00
393.04
393.04
393.60
392.97
140.3 392.97
7.
12739 7.
12839 7.
397.36
7.
138397.40
397.40
396.97
396.97
UK DECKE
KIESWEG
KIESWEG
KI
ES
W
EG
KIESW
EG
KIESW
EG
11002392.73
11003 391.68
11004 391.5411005391.89
11009 392.03
11010 391.33
11011392.26 11012392.08
11015393.45
11016 391.85
11031400.58
11032
400.51
11033
400.48
11034401.64
11035
401.56
11036
401.46
11037
402.31
11038
402.71
11039402.98
11049392.32
11050392.77
1001399.58
1081397.62
1082398.01
2046397.67
2047397.42
2048397.66
396.22
2050396.20
392.99
2060397.27
2061395.45
2062393.10
2063393.09
393.63
393.86
2066398.07
2067394.46
393.64
2069393.59
394.08
396.13
2072396.69
396.38
0+
5.
0+
0.
0+
5.
0+
0.
0+
5.
0+
0.
0+
5.
0+040.000
0+045.000
0+050.000
0+055.000
0+060.000
0+065.000 0+070.000 0+075.000 0+080.000
0+085.000 0+090.000
0+
0.
R=
0.
0+
6.
R=
.0
R=
0.
0+041.062
R=oo R=10.000
0+050.265
R=10.000 R=oo
0+065.822
R=90.000 R=10.000
0+091.000
R=90.000
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra es ig n fil e no
D ra w in g co
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
White Bridge
Existing Dirt Road
Existing Dirt Road
Existing Bridge White Bridge
North Bunker 60
South
1:250 0 1 10 20 50 (m)
Lo ng itu di na l s ec tio n
Q1-11
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
Longitudinal section on road axis
Terrain on road axis
R=450.00 L=26.63
R=10.00
L=14.43 R=ì L=9.20
R=10.00
L=15.56 R=90.00
L=25.18
0+
0.
0+
6.
0+
1.
0+
0.
0+
5.
CURVATURE
Transverse Gradient depend on 5.00/2 m
Right Edge
Left Edge
M = 1:150/50
NN 392.00
45.711 m
4.000 %
+397.159
KM= 0+045.711
TS= 397.159 m f= 0.731 m T= 25.650 m H= 450 m
45.289 m
7.400 %
0.
8.
5.
8.
.0
8.
.0
8.
.0
8.
.0
8.
.0
8.
.0
7.
.0
7.
.0
7.
.0
7.
.0
7.
.0
7.
.7
7.
.5
7.
.0
7.
.0
8.
.0
8.
.0
8.
.0
8.
.3
9.
.0
9.
.0
9.
.0
0.
.0
0.
0.
8.
5.
8.
.0
8.
.0
8.
.0
8.
.0
7.
.0
7.
.0
7.
.0
4.
.0
3.
.0
2.
.5
2.
.0
3.
.0
6.
.0
8.
.0
8.
.0
9.
.0
9.
.0
9.
.0
0.
.0
0.
Station 0+000
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra es ig n fil e no
D ra w in g co
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
KM= 0+045.711
TS= 397.159 m f= 0.731 m T= 25.650 m H= 450 m
TANGENT
ORIGINAL
GRADIENT
CUT
FILL
LABELING
TERRAIN
BEGIN, END
OF RADIUS
White Bridge
W hi te B rid ge
Q1-12
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
Longitudinal section A-A 1:50 on road axis
10 cm Lean concrete C8/10 (XO)
South
C
/3
C30/37
Floor Plan M1:50
Plan view of the substructures
Joint
North
Road Axis R=oo m
A
B B
Cross section B-B 1:50
2.
2.
1.
1.
3.
1.
50 5.80 50
6.80
6.80
White Bridge
0+035.000
0+040.000
0+045.000
0+050.000
0+055.000
0+041.062 R
=oo R
=10.000
0+050.265 R
=10.000 R
=oo
463270
463280
45.711 m
4.000 %
KM= 0+045.711
TS= 397.159 m f= 0.731 m T= 25.650 m H= 450 m
45.289 m
7.400 %
0+042.950
0+049.450
0+042.950
0+049.450
10 20
2.
2.
6.
30°30°
50 50
2.00
50 50
1.0050 50
2.00
50 50
1.00
6.50
5.00
5.03 9
5.03
5.00
2.00 4.50 2.00
8.50
5.
A
C30/37
+392.455 +392.455
+393.455
+396.757 +396.856
+397.239 +397.374
+397.969 +397.851
1.00 5.50 1.00
7.50
50 50 50 50
2.
2.
30°
2.00 4.50 2.00
8.50
1.
1.
50 5.80 50
6.80
1.
2.
45 2.
5.03 9
5.00
5.00
5.03
2.52 2.52
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra es ig n fil e no
D ra w in g co
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
90.00°
45.711 m
4.000 %
KM= 0+045.711
TS= 397.159 m f= 0.731 m T= 25.650 m H= 450 m
45.289 m
7.400 %
TANGENT
ORIGINAL
GRADIENT
CUT
FILL
LABELING
TERRAIN
BEGIN, END
OF RADIUS
+395.90
5 80
1.50
+395.90
+396.70 +396.70 cohesive backfill drainage pipe non-cohesive backfill
Christian Textfeld 7.00
Christian Textfeld 6.00
Christian Textfeld 6.00
Christian Textfeld 7.00
Christian Textfeld 7.00
Christian Textfeld 3.00
Christian Textfeld 3.00
S ite P la n
Q2-21
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra es ig n fil e no
D ra w in g co
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
5.
5.
5.
5.
5.
5.
5.
5.
305.8211
305.79
5.7
5.
305.94
304.44 11
305.04
305.06
306.14
306.09
306.17
306.09
305.14
305.88
306.20
305.28
306.31
306.40
306.30
305.49
306.40
306.31
305.65
306.46
306.62
306.50
305.58
306.31
306.57
305.85
306.85
306.92
306.82
305.91
306.23
307.26
307.21
306.20
306.62
6.
6.
6.
6.
6.
6.
6.
6.
5.
5.
5.
5.
5.2
5.
305.31
305.50
305.47
5.
5.
4.
305.0518
304.71
4.
4.
4.
4.
4.
3.
303.58
303.67
303.83
303.99
303.86
303.7719
303.66
4.
305.29
304.95
305.93
305.82
5.
5.
5.
5.
3.
3.
305.16
305.15
4.
3.
303.25
3.
3.
5.
5.
305.51
5.
305.8622
5.
305.68
305.71 22
305.83
5.
305.8422
305.72
305.69
305.65
305.61
305.67
305.61
305.63
305.79
305.65
305.87
5.
5.
5.
4.
305.22
304.98
304.41
304.50
303.92
3.7
5.
305.06
304.31
3.
302.86
302.50
2.
2.
305.60
305.61
305.72
305.81
305.85
305.76
305.77
5.7
5.
5.
305.65
305.52
305.51
305.64
305.83
306.46
306.75
306.72
306.45
306.48
306.52
6.4
6.
6.2
6.0
1.
306.69
306.67
5.
305.47
4.
5.
5.4
5.
5.
5.
5.
305.51
305.62
305.49
305.41
304.93
304.26
5.
5.
5.1
5.
305.60
5.
5.
5.
5.
5.
5.
5.
5.
5.
6.
5.
5.
6.
75 32
5.
5.
6.
6.
6.
5.
5.
5.
305.62
5.
5.
5.
306.55
6.
6.
6.
6.
6.
306.73
306.70
306.44
5.
305.85
5.
305.79
305.77
5.
5.
5.
5.
5.
5.
5.
305.71
5.
5.
5.
5.
5.
5.
6.
6.
6.
306.55
306.69
6.
6.
306.82
306.84
6.
5.
305.80
5.
5.
5.
305.92
305.82
5.
305.69
305.65
305.59
305.73
5.
305.73
305.67
305.80
305.75
305.73
5.
5.
305.74
305.77
305.84
305.89
305.80
5.
5.
5.
305.69
305.71
305.72
305.81
305.82
305.76
305.86
0306.03
6.
6.
305.77
305.59
305.54
305.52
5.
5.
305.34
305.37
305.38
305.34
305.12
305.27
305.32
305.38
305.16
304.7243
305.00
305.07
305.09
305.09
305.05
5.
4.
304.88
304.72
304.73
304.74
304.7445
304.56
305.35
304.48
304.98
304.50
304.48
304.44
304.45
304.96
5.
5.
5.
5.
305.23
304.21
303.9646
303.98
3.
3.
303.33
303.00
303.27
4.
4.
304.20
304.17
304.21
304.0448
303.88
304.05
4.
5.
305.56
5.
4.
4.
5.
303.98
303.99
304.05
303.94
303.82
303.66
5303.85
6303.95
303.86
303.87
4.1
304.07
304.07
304.16
4.0
4.0
304.04
304.16
304.0950
304.18
304.40
304.52
304.88
4.
4.
304.56
304.89
304.67
304.41
304.18
4.
3.
3.
3.
3.
2.
2.
2.
2.
3.
3.
3.
3.
3.
3.
3.
303.97
304.12
4.
3.
3.
3.
3.
3.
3.
303.94
303.97
304.02
304.04
4.0
3.
3.
3.
4.
304.00
303.86
303.74
302.53
302.42
1.7
2.
2.
3.
4.
304.13
2.
302.50
4.
304.20
303.95
5.
1.
5.
1.
80 28
5.
1.
5.
2.
01 28 5.
2.
2.
4.
2.
4.
2.
304.02
8.
3.
8.
2.
2.
5.
304.10
9.
305.15
0.
305.72
8.
302.70
305.18
8.
302.14
8.
302.14
305.03
305.30
WASSERLEITUNG
SCHRANKE
OK MAUER
OK MAUER
SO
H
BA
CH
U K
D
EC
KE
SOH BACH
SOH BACH
UK DECKE
D U
R C
H
LA
S S
D N
D U
R C
H
LA
SS
0+000.000 0+010.000
0+020.000
0+030.000
0+040.000
0+050.000
0+060.000
0+070.000
0+080.000
0+090.000
0+100.000
0+110.000
0+120.000
0+130.000
0+140.000
0+150.000
0+160.000
0+170.000
0+180.000
0+190.000
0+200.000
0+210.000
0+220.000 0+222.250
0+230.000
0+240.000
0+250.000
0+260.000
0-025.000
R=oo
0-007.798
R=45.000 R=oo
0+046.516 R
=oo
R =45.000
0+081.965 R
=250.000R =oo 0+093.826
R =oo
R =250.000
0+183.933 R
=250.000R =oo
0+215.463 R
=oo
R =250.000
0+227.414
R =100.000R
=oo
0+276.465
R =oo
R =100.000
0+300.000 R
=oo
467100 467100
467200 467200
0+253.000
R
Q
Yellow Bridge and Road
1:500 01 10 20 50 (m)
Lo ng itu di na l s ec tio n
Q2-22
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra es ig n fil e no
D ra w in g co
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
Longitudinal section on road axis
Terrain on road axis
R=45.00
L=54.31 R=oo L=35.45 R=250.00
L=11.86 R=oo L=90.11 R=250.00
L=31.53 R=oo L=11.95
R=100.00
L=49.05
0+
6.
0+
1.
0+
3.
0+
3.
0+
5.
0+
7.
CURVATURE
q=3.00 % -7.5 cm q=3.00 % -7.5 cm q=3.00 % -7.5 cm
0+
0.
0+
0.
0+
0.
M = 1:500/50
NN 302.00
15.000 m
1.622 %
+304.237
KM= 0+015.000
TS= 304.237 m f= -0.073 m T= 8.517 m H= 500 m
21.000 m
1.784 %
+303.862
KM= 0+036.000
TS= 303.862 m f= 0.109 m T= 10.461 m H= 500 m
69.000 m
2.400 %
+305.518
KM= 0+105.000
TS= 305.518 m f= -0.054 m T= 12.749 m H= 1500 m
53.000 m
0.700 %
+305.889
KM= 0+158.000
TS= 305.889 m f= -0.040 m T= 13.200 m H= 2200 m
52.000 m
0.500 %
+305.629
KM= 0+210.000
TS= 305.629 m f= 0.016 m T= 6.500 m H= 1300 m
30.000 m
0.500 %
+305.779
KM= 0+240.000
TS= 305.779 m f= 0.008 m T= 4.905 m H= 1500 m
13.000 m
1.154 %
0.
3.
6.
4.
.0
4.
.5
4.
.0
4.
.0
4.
.5
4.
.5
4.
.0
3.
.4
3.
.0
3.
.0
4.
.4
4.
.0
4.
.0
4.
.0
4.
.0
4.
.0
5.
.2
5.
0.
5.
5.
5.
.0
5.
.7
5.
.0
5.
.0
5.
.0
5.
.8
5.
.0
5.
.0
5.
.0
5.
.2
5.
.0
5.
.2
5.
.0
5.
.0
5.
0.
5.
3.
5.
.0
5.
.5
5.
.0
5.
.2
5.
.0
5.
.0
5.
.0
5.
.9
5.
.0
5.
.0
5.
0.
3.
.0
4.
.0
4.
.0
3.
.0
3.
.0
4.
.0
4.
.0
4.
.0
4.
.0
5.
0.
5.
.0
5.
.0
5.
.0
5.
.0
5.
.0
5.
.0
5.
.0
5.
.0
5.
.0
5.
0.
5.
.0
5.
.0
5.
.2
5.
.0
5.
.0
5.
.0
5.
.0
6.
Station 0+000 0+100 0+200
Yellow Road and Bridge
45.711 m
4.000 %
KM= 0+045.711
TS= 397.159 m f= 0.731 m T= 25.650 m H= 450 m
45.289 m
7.400 %
TANGENT
ORIGINAL
GRADIENT
CUT
FILL
LABELING
TERRAIN
BEGIN, END
OF RADIUS
Transverse Gradient depend on 5.00/2 m
Right Edge
Left Edge
R Q
Y el lo w
B rid ge
Q2-23
Q 1)
R ep ai r W hi te
B rid ge , a nd Q
2) R ep ai r Y el lo w
R oa d an d B rid ge at N ov o
S el o Tr ai ni ng A re a, B ul ga ria
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
US Army Corps of Engineers
S ub m itt ed b y:
Fi le n am e:
P lo t d at e:
P lo t s ca le
C hi ef
, E ng in ee rin g
B ra es ig n fil e no
D ra w in g co
NUMBER:
D es cr ip tio n
D at e D es cr ip tio n D at e
A pp r.
A pp r.
M ar k M ar k
W
IE
S B
A D
E N
, G E
R M
A N
Y A
P O
, A E
. U . B eh re nd t
C h.
S ue ss
A ug us t 0
1, eg ge nf el de n@ co pl an -o nl in e.
de
Te l.:
(8
1)
-0
Fa x:
(8
1)
-1
C O
P
LA
N A
G H of m ar k
D
-8
E gg en fe ld en G en er al pl an er
A rc hi te kt en
In ge ni eu re
C O
P
LA
N A
G
Novo Selo Training Area, Bulgaria
0+215.000
0+220.000
0+221.225
0+223.372
0+225.000
0+230.000
0+215.463 R
=oo R
=250.000
0+227.414 R
=100.000 R
=oo
305.51
305.51
305.86
305.75
305.68
305.69
305.65
305.61
305.67
305.61
305.63
305.79
305.65 305.87
305.22 305.18
305.06
305.48
305.47
304.71
305.05
305.45
305.53305.54
305.52
305.50305.51305.62
305.10
305.10
305.58
305.60
305.53
285.1
301.80
285.4
301.80
302.01 302.01
302.4
304.02
303.65
302.14
302.19
305.18
302.14
305.03
305.30
Waterline
Top Edge of Wall
Soffit ex. Bridge
Soffit ex. Bridge
30.000 m
0.500 %
+305.18
+302.14
+305.75
Longitudinal section A-A 1:50 on road axis
South
0+220.279
C
/3
C
/3
C30/37
Floor Plan M1:50
Plan view of the substructures
Existing Bridge
0+224.320
Joint
North
1.138 577 3.464 577 1.134
6.891
1.00
3.00
1.00
6.00
3.
3.
8.
5.866 3.464 5.289
14.619
7.
8.
+301.582 +302.082
+305.102+305.079
+301.582 +302.082
+304.599+304.582
Road Axis R=oo m
A A
B
B
Cross section B-B 1:50
1.
2.
5.
2.
3.
1.
2.
5.
50 7.00 50
8.00
8.00
Q
R
R
C30/37
10 cm Lean concrete C8/10 (XO)
C30/37
C
/3
+302.00
60.00°
45.711 m
4.000 %
KM= 0+045.711
TS= 397.159 m f= 0.731 m T= 25.650 m H= 450 m
45.289 m
7.400 %
TANGENT
ORIGINAL
GRADIENT
CUT
FILL
LABELING
TERRAIN
BEGIN, END
OF RADIUS
3.00% 3.00%
Yellow Road and Bridge
+304.00 +303.80
3.25251.50
5.00 cohesive backfill drainage pipe non-cohesive backfill
Christian Textfeld 8.40
Christian Textfeld 7.40
Christian Textfeld 8.40
Christian Textfeld 8.40
Christian Textfeld 3.70
Christian Textfeld 3.70
Christian Textfeld 8.40
Christian Textfeld 7.40
| 01-C_Cover Sheet.pdf |
| 02-C_List of Drawings.pdf |
| Q1-10_Site Plan.pdf |
| Q1-11_Longitudinal Section.pdf |
| Q1-12_White Bridge.pdf |
| Q2-21_Site Plan.pdf |
| Q2-22_Longitudinal Section.pdf |
| Q2-23_Yellow Bridge.pdf |
File details come from the government source that posted it.