[Seite 1]
426,310 m
Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter
h=3,00
LSW 1 rechts
604+4
R
1 4
,
9 1
m m
2 1
,
1 m
1 2 1
R
,
1 1
R
m
4
2,0716 %
,
6
m
R
4 0
,
6
R
m
4 0
,
6
R
m
2 1
,
1 m
1 2
R 1
,
1 1
m R
1 9
,
4 1
R
m17,0
m03,0
m56,1
m03,0
m17,0
m03,0
m12,2
m03,0
m49,0
m03,0
0+240
C
A1
0+230
4
C +
6 0 0
C A2 4
+
5 8
A1
0
0+220
4
4 +
+ 5
5 6
0 4 0
0 4 +
4 + 1 8 0 4 + 2 0 0 4 + 2 2 0 4 + 2 4 0 4 + 2 5 0 4 + 2 6 0 4 + 2 7 0 4 + 2 8 0 4 + 2 9 0 4 + 3 0 0 4 + 3 1 0 4 + 3 2 0 4 + 3 3 0 4 + 3 4 0 4 + 3 5 0 4 + 3 6 0 4 + 3 7 0 4 + 3 8 0 4 + 3 9 0 44 ++ 44 00 00 44 ++ 44 11 00 4 + 4 2 0 4 + 4 4 0 4 + 4 8 0 4 + 4 + 5 2 0 0+ + 5 3 2 0 10 5 4 0 A1 4 5
+
1
4 0
6
0 A2
0+140
N
0+200
0+190
Ausschnitt Aufsicht LSW 1 Synthese
A1
M 1 / 333
Abfolge von 60,00m
15 x 4,00m
Radien LSW 1
M 1 / 50
B 47n Südumgehung Worms VBalartita:n t0e4: Baugestalterische Beratung
Variante 5
Details LSW 1 - Radien
km Format: 135x89cm
tel : + 49 (0) 6151 - 59 68 49
M.: 1 / 333 ; 1 / 50 Datum: 21.06.2021
heidelberger landstr. 241 fax : + 49 (0) 6151 - 50 19 46 web : w w w . j j z - a r t . d e
d - 64297 darmstadt mobil +49 (0) 172 - 70 77 113 mail : mail @ j j z - a r t . d e
m52,0 m02,0 Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter Rankgitter 426,310 m
98.430 LSW 1 rechts
SO~94,11 92,12
48,101
97,281 08,101
00,002 nessartsnoitakinummokeleT gtlkriwnreF .hrov 3,312+4
56,101
00,022 83,101
00,042 99,001
00,062 55,001
58,772 94,001
00,082 59,99
00,003 14,99
00,023 68,89
00,043 23,89
00,063 87,79
00,083 42,79
00,004 96,69
00,024 51,69
00,044 16,59
00,064 gtlsgnunnapsredeiN .hrov 6,484+4 gtlsgnunnapslettiM .hrov 9,294+4
60,59
00,084 001 MGV gtlsaG kcurdlettiM .hrov 0,394+4 gtlressaW .hrov 3,394+4 nessartsnoitakinummokeleT gtlkriwnreF .hrov 3,394+4 gtlkriwnreF .hrov 7,394+4 nessartsnoitakinummokeleT gtlkriwnreF .hrov 1,494+4 gtlsgnunnapslettiM .hrov 5,494+4
25,49
00,005 tgelegllits redo beirteB reßua,tot gtlressaW .hrov 9,494+4 tgelegllits redo beirteB reßua,tot gtlsaG .hrov 4,794+4 lebaksgnuthcueleB .hrov 1,894+4 nessartsnoitakinummokeleT gtlkriwnreF .hrov 3,605+4 tgelegllits redo beirteB reßua,tot gtlressaW .hrov 5,705+4
89,39
00,025 34,39
00,045 42,39
90,745 19,29
00,065 54,29
00,085 36,4 :tirk h
31,29
84,795 80,29
00,006 101,826
Klosterstraße rechter Rand
1,00 Flurabstand MHGW = 88,50 643+4 h=2,00+0,50
h=3,00
h=4,00
h=4,50 622+4
604+4
135+4
Achse 1
BW 7 : ASB Nr. 6316 895 Überführung der Klosterstraße Bau-km 4+597,686 BW 7 ^ Bau-km 0+189,467 A13 Klosterstr. LW=ca.21,00+21.00=ca.42.00m LH ≥ 4,70 m Br = 7.00 m+3.60 = 10.60 m = 77,6783gon 2,716 % Brückenklasse LM1 nach DIN EN 1991-2/NA h=2,50
3,50 664+4
gtlkriwnreF .hrov 9,615+4 003 DGH gtlsaG kcurdhcoH .hrov 2,815+4 R 11,12m
R 6,04 m R 14,91m
R 11,12m
R 6,04 m R 14,91m R 11,12m R 6,04m R 14,91m R 11,12m
R 6,04 m
R 11,12m
R 14,91m R 6,04m
R 11,12m R 14,91m R 6,04 m R 11,12m R 14,91m R 6,04m R 11,12m
R 14,91m m17,0
m03,0 m56,1
m03,0 m17,0
m03,0 m12,2
m03,0 m49,0
m03,0
Ansicht LSW 1
M 1 / 333
rettigknaR