[Seite 1]
m52,0
m02,0
426,310 m
LSW 1 rechts
SO~94,11
nessartsnoitakinummokeleT gtlkriwnreF .hrov 3,312+4
101,826
1,00 Flurabstand MHGW = 88,50
643+4
h=2,00+0,50
h=3,00
622+4
604+4 2,716 %
h=2,50
m52,0 m02,0 2 31,23, 86 08 3% m 426,310 m
98.430
LSW 1 rechts
SO~94,11 92,12
)tgelegllits( gtlsgnunnapsredeiN 2,150+4
24,99 )tgelegllits( gnutielkriwnreF 8,150+4
96,99 )tgelegllits( 003 DGH gtlsaG kcurdhcoH 4,350+4
48,99 33,001 68,001 82,101 85,101 77,101 28,101 48,101 48,101 08,101 nessartsnoitakinummokeleT gtlkriwnreF .hrov 3,312+4
56,101 83,101 99,001 55,001 94,001 59,99 14,99 68,89 23,89 87,79 42,79 96,69 51,69 16,59 gtlsgnunnapsredeiN .hrov 6,484+4 gtlsgnunnapslettiM .hrov 9,294+4
60,59 001 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 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 34,39 42,39 19,29 54,29 31,29 80,29 97,19 85,19 25,19 34,19 92,19 51,19 100,062 23 eshcA 574,121+0 ^ 74B 211,170+4
92,17
ekcertsuaB red nnigeB 170+4 mk-uaB 36,4 :tirk h 101,826
Klosterstraße rechter Rand
1,00 Flurabstand MHGW = 88,50 1,00 Flurabstand 643+4 h=2,00+0,50
h=3,00
h=4,00
h=4,50 622+4 604+4
135+4
Achse 1
2,716 % ÜBB B L BL B b WH aa r r We ü uu = r = c ≥ f-- ü = c kk k 7 7h 4 a mm e . r 7 ,0 u . n 7 : 7 2 n 0 40 k 0 gA , 1 6l ++ m a ,m dS 7 0 51 s e +8 0 98 B s r 3 + 3 79 K e . 2 l ,, N 6 o L 64 g 1 s 0o M 86 rt . n e. 0 67 = 1 r 0 s6 B t 1 =A n r3aW 0 c a 1 ß1 a . c 3 e 6 h . 7 6 4 0 K 2 D 8 m ^lo. I 9 0 N s0 5 t em E r N st r 1 . 991-2/NA h=2,50
3,50
Lärm 664+4
gtlkriwnreF .hrov 9,615+4 003 DGH gtlsaG kcurdhcoH .hrov 2,815+4
M. 1 / 500
M. 1 / 200
426,310 m
98.430
LSW 1 rechts
92,12
M. 1 / 200
B 47n Südumgehung Worms Variante: Baugestalterische Beratung
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gtlsgnunnapsredeiN .hrov 6,484+4 gtlsgnunnapslettiM .hrov 9,294+4 001
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 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
36,4
:tirk
h
h=4,00
h=4,50
Klosterstraße
rechter Rand
604+4
135+4
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
3,50
664+4
gtlkriwnreF .hrov 9,615+4 003
DGH
gtlsaG kcurdhcoH .hrov 2,815+4
Synthese
135x59cm
1 / 500 ; 1 / 200
rettigknaR