324 02 5 00

26 5 324 01 8 00 105 5 324 01 9 00 324 02 0 00 324 02 1 00 992 324 02 2826 00 324 02 3 00 324 02 4 00 324 02 5 00 106 2 2 Systemschnitt "B" - "B" Systemschnitt "A" - "A" 863 54890 00 54889 00 54888 00 54887 00 54886 00 54885 00 Bauwerk 991 26 2 , 5 825 M= 1 :200 Müh lre c h 870 Legende: M= 1 :200 827 5 864 0. 8 9% WIRTSCHAFTSWEG 0. 85 % NEIGUNGSBRECHPUNKT MIT ANGABE VON 1,50 2,50 1,25 4,10 104 74≤3,25 4,00 1,50 829 11 2 59 . 50m 2 869 23 . 0 0m 0,25 26 0 6 GEFÄLLE UND STEIGUNG IN PROZENT, Geh- u. 1,80 4,00 4,00 1,80 EINSCHNITTSBÖSCHUNG

Mulde 0+398. 45 0,30 0,50 11 4 10 8 NN+ 3 8 7 . 4 0 0 LÄNG E DER GEFÄLL- (STEIGU N G S-) 0,50 Radweg 849 MULDE 0,25 865 868 868 11 0 STRECKE, STATION UND HÖHE 3,50 3,50 828 6 8 BANKETT 866 104 61 0,50 0,50 25 7 , 5 2 869 0,12 8 869 NK 6 4 1 1 0 2 5 FAHR BAH N chse 333 3 3 e s h Ac 7 B 2 7 0 Markierung Mark.0,12 Mark.0,12 GEHW EG Verbandsgem einde Otterbach - Otterberg BANKETT chse 333 3 3 e s h Ac 768 q% 7cm 829 867 803 6% 2, 5 % 6% q% 6% 25 5 830 5 867 Ha u p t s t r a ß e DAMMBÖSCHUNG 0,15 7cm 7 11 8 59 11 5 Auf d e r R a u s c h 11 6 817 11 7 0,30 104 5 Ge m . Ol s b r ü c k e n 217 103 3 831 844 11 9 TIEFPUNKT 2 7 12 0 Ha u p t s t r a ß e 12 1 25 2, 5 845 803 2 803 36 HOCHPUNKT 100 58 844 774 Obe r d e r M ü h le 5 12 2 2 QUERNEIGUNG 104 4 12 9 12 3 25 0 813 13 1 12 712 5 124 13 1 A 774 768 Systemschnitt "D" - "D" 1 772 24 7 , 5 832 843 13 3 773 Gemarkungsgrenze M= 1 :200 812 8 Gemeindegrenze 778 770 104 3 1 Überschwemmungsgebietsgrenze HQ extrem 1,50 4,00 3,80 1,25 2,50 1,50 245 784 811 1 780 1 768 Geh- u. Mulde 782 54890 00 0,50 0,30 843 1 Vorbehaltsfläche für 103 42 Radweg 0,50 5 126 vorh. Kanal 103 31 999 242,5 Baustelleneinrichtung Lauter-Profilegemäß TIMIS-Projekt Obe r d e m S c h w e in s w a ld 2 785 geplanter Kanal 203,46 Wasserstandniveau HQ extrem

0,12 2 e s h Ac 808 3 6 nac h iP ra sm ens KM 18,244 24 0 Markierung 803 788 100 0 19 3 q% 6% 2, 5 % 6% dauerhafte Sperreinrichtung 6% 0,15 237, 5 OD - Gr e n z e Flusskilom eter 54884 00 St a t . 1 . 9 8 2 748 0,30 128 temp o rä re Spe rre in ric h tung 752 101 4 3 235 eg We Au s b a u An f a n g DN 70 BS Tel mo k e 748 101 5 810 200 6 2 101 135 NK 6 4 1 1 0 2 5 1, 96 3 23 2, 5 834 200 7 Ba u - K m 0 + 2 6 0 6 135 A 103 3 200 4 200 8 3 Stat. 1,563 NK 6411 024 - NK 6411 044 2 2 8 .1 9 2 23 0 324 01 7 00 2 2 5 .1 9 Am Ba h n h o f DN 3 5 0 G 23 4 0 0 D= 2 0 4 . 3 3 2 2 5 .5 2 Te l e ko m 789 2 2 3 .8 0 S= 2 0 3 . 1 7 8 SO K = 2 0 5 , 2 1 8 22 7, 5 D= 2 0 4 . 2 0 324 02 4 00 S= 2 0 3 . 1 3 17 , 4 221 8 2 2 5 .1 1 2 2 0 .2 7 2 1 8 .5 3 S= 2 0 2 . 7 8 48 2 2 1 .1 6 2 0 5 .9 9 2 0 4 .2 3 803 S= 2 0 2 . 5 1 DN 50 0 SB D= 2 0 4 . 2 9 2 221 8 Retentionsraumverlust Lau t e r 221 8 15 225 2 2 1 .7 3 S= 2 0 3 . 0 5 14 2 1 6 .6 7 S= 2 0 2 . 9 4 Lage r -

2 0 6 .0 1

f= 0 9 ,0 2 m 100 2 2 2 1 .8 4 DN 5 0 0 G G G pl a t z 17, 3

Ans c hVG lu s s O ta ten rK a bn a cl h K 2 7

T = 1 3 , 5 7 9 m 101 0 2 1 7 .5 4 2 1 4 .0 8 23 3 0 0 Retentionsraumausgleich K 6411 024 - N 5 2 0 - 1 1 4 6 NK - 4 2 0 1 1 4 6 NK SO K = 2 0 5 , 1 1 5

2 2 1 .5 2 807 2 2 1 .0 3 2 0 4 .2 3 2 0 3 .9 5 137 LW = 11 , 0

H = 1 0 0 0 m 22 2, 5 E 596 tat. 1,825 2 8 , 1 . t a St 2 0 4 .1 1 6 221 8

103 6 46 ahrweg e w r h Fa 1 0 4 0 + 0 2 1 7 .6 3 Km - u Ba 2 0 4 .2 7 221 8 100 3 200 2 16

103 5 2 1 9 .2 5 Tel ekom LH = 2 , 5 usbau A g n a f An u a b s Au 792 200 8 2 1 9 .2 9 100 9 2 1 9 .2 3 22 0 2 1 7 .3 2 2 1 2 .5 9

2 1 8 .9 3 2 1 7 .6 9 793 100 4 0 0 0 0+ 10 796

2 1 0 .2 1 2 0 9 .9 7 4 0 9 m 998 , 201 2 1 3 .0 7 2 1 6 .4 2 2 0 6 .0 8

217, 5 2 0 7 .7 1 0, 2-0 1 6 % 100 8 2 0 4 .0 5 796 108 5 Ka i s e r s l a u t e r n 2 1 3 .3 2 2 1 0 .0 4 2 0 9 .0 0 3 23 5 0 0 17 806 793 2 0 3 .8 5 9

2 1 4 .2 2 2 1 4 .7 9 2 0 8 .0 8 2 0 6 .5 6 2 0 4 .4 3 221 8 188 3 S= m 8 3 5 , 3 0 =2 TS 2 0 7 .1 6 188 6 200 9 215 2 1 2 .9 3 2 1 0 .3 4 D= 2 0 3 . 8 8 47 2 1 6 .6 4 2 1 6 .7 9

2 1 4 .5 3 2 1 3 .5 3 2 0 6 .4 1 DN 8 0 0 B

St a t . 1 . 4 1 0 100 7 805 2 0 3 .9 7 SO K = 2 0 5 , 0 4 4 M=0+201,739 3 7 , 1 0 2 + 0 = KM 2 1 3 .9 1 S= 2 0 2 . 2 1 2 1 0 .2 1 2 1 3 .3 9 100 5 "D " 2 0 7 .5 4 2 0 8 .8 7 2 0 7 .9 9 DN 1 5 0 PV C Tel e k o m 2 1 8 .0 1 103 24 0+ 5 261,7 2 0 3 .7 4 188 7 2 1 7 .9 5 2 1 0 .1 4 102 2 2 1 2 .4 3 Verbandsgem einde 2 1 0 .2 0 2 0 6 .3 7 2 0 3 .9 8 2 0 3 .7 4 2 0 3 .7 9 2 1 6 .8 2 2 1 8 .8 3

2 0 8 .7 7 212, 5 Laute r

2 0 6 .8 6 Que rrin n e 2 1 9 .5 2

3,85 m 8 , 54 23 D= 2 0 3 . 9 8 2 0 9 .7 1 ∞ R= 2 0 4 .2 0 2 0 8 .7 8 2 0 7 .7 9 2 0 3 .9 3 2 0 3 .6 0 188 8 2 2 0 .1 7

100 6 S=2 0 2 . 7 6 2 1 5 .6 7 2,5 0 0 % 0 0 2,5 808 2 0 9 .5 9 100 0+ SO K = 2 0 4 , 9 6 6

L a u terecken - WLauterecken olfstein 2 0 8 .5 0 2 0 9 .9 3 St a u r a5 u m k a n a l 2 0 3 .7 1 +1 3 5 , 8 16 0+ DN 8 0 0 B 2 0 7 .5 7 3 0 , 4 14 0+ 2 2 0 .0 9 2 0 8 .6 0 2 0 9 .4 4 804 D= 2 0 4 . 6 3 2 0 4 .0 7 DN 2 5 0 P V C 2 0 4 .2 1 2 1 6 .7 2 2 0 9 .4 2 2 0 9 .6 0 3 2 0 7 .5 5 S=2 0 2 . 0 8 2 0 3 .9 6 796 2 2 1 .0 6 2 0 8 .7 6 2 0 8 .2 9 21 0 2 0 9 .7 5 2 0 9 .3 9 1 2 1 4 .6 1 188 9 2 1 8 .9 1 2 2 1 .1 8

103 2 2 0 7 .8 3 2 0 7 .4 2 102 52 0 8 .4 4 2 0 9 .2 7 804 2 0 4 .2 0 3 2 0 6 .8 6 4 2 0 9 .1 3 2 0 5 .9 1 2 0 3 .7 6 0 0 3 R= 2 2 3 .4 4

=∞ R= 2 2 0 8 .0 9 2 0 9 .1 3 5 3 A= 2 1 3 .8 5 57 5 3 A= 300 2 0 7 .4 5 2 0 7 .6 7 2 0 8 .8 3 188 5 2 2 2 .6 7 2 1 9 .0 6 54889 00 Ge m . K r e i m b a c h 9 2 0 7 .1 1 2 0 7 .4 4 2 0 8 .5 1 3

2 0 8 .2 6 2 0 7 .1 3 81 5 2 0 7 .0 5 2 0 5 .9 5 D= 2 0 3 2 .0 3 .98 2 2 2 1 3 .2 6 189 0 2 2 3 .0 6 =50,00 0 , 0 5 R= 2 0 3 .5 7 2 1 8 .0 1

2 0 6 .3 5 2 0 5 .9 7 0, 50 "C " 2 1 7 .8 8

2 0 7 .4 0 2 0 6 .8 8 2 0 7 .3 7 1, 50 S= 2 0 2 . 6 3 "E " 2 0 6 .0 0 103 1 0 20 0+ 2 0 4 .1 9 2 0 7 .4 4 0 0 , 0 00 0+

Te l e ko m 2 0 6 .3 1 11 2 0 7 .3 2 102 5 207, 5 2 0 6 .6 4 2 0 4 .9 3 2 0 3 .5 9 DN 4 0 0 B 2 2 2 2 .4 1 2 2 1 .4 7 2 0 5 .7 4 % 0 0 6,

2 0 7 .4 8 2 0 6 .7 1 B 2 7 0 103 4 2, 50 807 1 Te l e ko m 2 0 3 .5 5 C 5 2 1 6 .7 4 2 0 5 .6 3 2 0 6 .6 2 HB 1 5 /1 8 /3 0 2 0 6 .9 2 A A 2 0 3 .8 7 2 0 4 .1 6 Ni v . P . 6 4 1 1 0 0 6 2 1 1 .8 3 2 1 6 .8 4 2 2 5 .3 1 200 0 2 0 6 .4 4 2 0 5 .2 6 2 01, 5 .2 1 25 DN 8 0 0 B DN 1 5 0 P V C 2 2 6 .4 3 2 803 DN 2 5 0 P VC D= 2 0 4 . 3 4 0+ 4 1 9 , 93 7 A chse 3 3 3 Bmit 2 70 R in n e 0 ,3 0 Ac h s e 2 3, 80 2 0 5 .4 0 17 2 0 5 .5 1 "A " 2 0 5 .9 4 2 0 5 .3 4 2 0 4 .4 7 2 0 4 .0 7 NN + 2 0 3 . 7 1 6 1 0 0 0 4

2 0 7 .4 5 % 2, 50 795 1 0 0 0 5

,5 % 50 2, 0+ 74 3, 6 1

2 0 7 .3.1 08 2 0 5 .6 2 2 0 5 .1 5 Ge h - u . R a d w e g E= 2 0 3 . 0 6 0+ 2 3 1 , 10 0 A chse 2 1000 2 0 0 3 R= Tel ekom Tel ekom 189 1 2 2 8 .0 6

2 0 5 .0 3 % 1,33 2 0 3 .4 7 A 1, 50 4, 00 B 5

2 0 5 .1 1 S= 2 0 3 . 0 0 2 0 5 .6 2 2 0 3 .6 4 Stellplatz 2 2 1 .2 7 2 0 6 .9 9 % 2, 50 0 4 A= 101 2 Pk 2 1 0 .2 2 2 1 5 .8 2 2 0 5 .6 4 2 0 4 .9 8 2 0 5 .6 1 S2 189 2 2 0 5 .5 6 t= 1 . 3 6 m 2 0 5 .8 6 2 0 3 .6 8 006, % Eis en b ah n Betriebsdienst 2 2 8 .0 4

2 0 4 .6 2 A St a t . 1 . 8 0 0 2 0 6 .6 6 200 0

,8 % 0,08 22 0 03 3.5 .4 4 1 2 0 6 .7 1 2 0 4 .9 4 Ha u p t s t r a ß e an gl . D= 2 0 3 . 7 9 3 0 , 040 0+ 1 2 2 6 .8 4 2 0 4 .8 7 2 0 5 .4 8 5, 20 2 54883 00 2 0 5 .6 8 Kle b e b o r d 2 0 3 .6 3 S1 2 0 4 .8 7 2 0 5 .0 7 DN 4 0 0 B

2 0 6 .2 0 2 0 3 .3 4 2 0 4 .4 1 DN 3 0 0 S B D= 2 0 4 . 2 0 4 0.8 4 S=2 0 1 . 8 1 2 0 3 .7 4 A 5

1, 10 % 5

2 0 7 .1 5 103 1 20 5 0+ 4 90 , 8 1 DN 2 5 0 P VC D= 2 0 3 . 6 9 2 0 3 .3 1 2 2 7 .4 5 2 3 0 .5 7 02,5 20

2 0 4 .7 1 2 0 3 .3 8 0 4 A= 2 0 4 .1 3 2 2 0 .2 1 2 2 9 .7 1

10 2 0 4 .4 3 2 0 4 .7 2 S= 2 0 1 . 4 9 4, 5 2 0 4 .0 3 799 0+ 70 2, 4 7 2 0 6 .0 4

2 0 3 .3 3 6 R= D= 2 0 3 . 6 4 S1 = 2 0 1 . 1 7 re ku l t i vi er en 10 3 5 7 R= 2 1 4 .7 2

2 0 6 .8 7 2 0 4 .2 3 1 0 0 0 1 2 0 4 .6 8 F30 x2 5 "D " 2 0 3 .5 3 1, 5 0

2 0 4 .6 7 % 50 2, S=2 0 2 . 4 9 2 0 2 .5 9 2 0 4 .8 4 2 2 4 .7 7 nsAn c h l u s s t t Bla N r . 2 0+ 2 60 2 0 4 .4 5 2 0 6 . 1 4 2 0 4 .3 4 2 0 4 .0 3 A D= 2 0 3 . 4 5 2 0 3 .4 7 S2 = 2 0 1 . 9 0 2 0 6 .6 2 5, 5 DN 8 0 0 B D= 2 0 3 . 5 2 2 0 2 .7 7 A= 1 2 0 , 0 0 2 0 3 .4 9 0 0 3 DN R=6 2 0 3 .3 3 2 0 7 .7 4 2 0 4 .3 5 DN 4 0 0 B 2 0 3 .6 4 N 150 PVC V P 0 5 1 DN S=2 0 2 . 2 4 Ac h s e 3 3 3

2 0 5 .7 9 A ∞ R=

2 0 4 .9 7 2 0 5 .5 5 5 3 A= 0+ 53 1 , 9 5 2 0 3 .8 9 SO K = 2 0 4 , 7 8 0 1, 5 0 =75 7 R= 2 3 3 .0 1 2 2 5 .3 6 2 0 7 .1 2 D= 2 0 3 . 1 3 2 0 3 .8 9 D= 2 0 3 . 8 6 2 0 3 .5 0 S= 2 0 1 . 8 6 5 3 A= 2 0 3 .8 8 2 0 1 .4 9 2 0 9 .4 6 2 3 3 .6 4 2 0 7 .0 8 2 0 5 . 7 3 2 0 3 .8 8 102 7 2 0 3 .6 0 2 0 5 .0 5 2 1 3 .5 0 7, 00 % 2 1 9 .1 4 2 0 6 . 9 6 2 0 4 . 8 1 DN 8 0 0 B S=8 2 0 1 . 6 1 2 0 3 .5 4 2 0 2 .9 6 2 0 2 .5 5 OK Gle is 22 0 4 0.2 41 ,8 2 0 8 .4 3 2 2 6 .1 4 8, 00

300 Sc h i l f S= 2 0 2 . 3 1 D= 2 0 3 .102 5 0 5 2 0 3 .6 5 2 0 3 .6 4 2 0 3 .3 0 189 3 2 0 3 .6 5 2 0 3 .4 2 3 0 , 6 05 0+ 2 0 6 . 64 5 3 A 2 0 3 .6 7 DN 3 5 0 P VC 2 0 3 .8 5 2 0 2 .0 1 2 0 4 .2 7

La ute r ec ken S= 2 0 0 . 1 4 DN 3 5 0 P VC DN 3 0 0 B / 2 0 5 .6 9 5 , 1 : 1 2 3 2 .2 0 1, 2 3 4 .050 2 2 0 6 .4 7 D= 2 0 3 . 4 4 102 6 2R= ∞ 0 3 .5 7 2 0 2 .6 6 2 0 2 .1 4 R 1 0 0 0 / 6 0 0 M W

NK 6 4 1 1 0 2 4 DN 0 3 2 0 3 .9 7 D= 2 0 3 . 0 0 102 7 S= 2 0 1 . 6 1 2 2 9 .3 2 2 0 5 . 1 5 DN 3 0 0 5 2 0 3 .4 6 A= 1 2 0 , 0 0 2 0 2 .8 0 285 2 0 6 . 3 1 294 S= 2 0 1 . 9 1 E= 2 0 3 .4 2 2 0 1 . 1 4 D= 2 0 3 . 6 3 4, 1 0 2 0 3 .4 1 7 2 0 2 .2 6 2 0 4 .8 0 2 0 4 .3 3 A= 1 2 0 , 0 0 2 3 3 .9 9 2 0 3 . 6 7 D= 2 0 3 .4 2 9 0 1 . 5 5 S= 2 0 0 . 5 2 A 2 0 3 .4 8 2 0 3 .8 3 802 596 2 0 2 .5 8 R= 3 5 0 , 0 0 6, 00

2 2 0 3 . 6 8 4 2, 50 % 2 0 3 .7 7 2 0 2 .4 6 2 3 2 .3 2 300 2 0 5 . 7 9 2 0 5 .5 3 2 0 3 .6 6 2 0 3 .5 8 D= 2 0 3 . 5 7 2 0 3 .4 6 3 2 2 0 2 .1 5 2 2 4 .7 6 189 4 2 3 4 .4 7 2 0 4 . 8 9 2 0 3 .2 4 4 1 , 9 09 0+ 1, 50 2 0 4 .8 4 2 0 5 .6 0 S= 2 0 0 . 0 2 3, 2 5 DN 3 5 0 P VC 1 8 , 82 0+0 8 R= 8 2 0 3 .3 0 2 0 2 .2 3

2 0 3 .5 7 ang lDN . 2 5 0 2 0 3 .6 3 2 0 3 .7 5 S=2 0 2 . 3 7 2 0 3 .1 9 14 2 2 0 1 .3 8 SO K = 2 0 4 , 7 7 8 4, 00 D= 2 0 3 . 3 5 2 0 2 .3 4 205

294 DN 0 B 0 8 2 0 3 .5 1 Retentionsraum verlust 2 0 2 .3 5 2 0 4 .1DN 4 4 0 0 B 2 0 7 .9 2 DN 2 5 0 G G G DN 8 0 0 S aSt B t . 1 . 6 2 6

3 24, 0 3 .4 1 0 0 S=2 0 3 .5 12 0 2 . 3 7 2 0 2 .1 0 A= 1 2 0 , 0 0 2 3 2 .1 7 2 0 2 .3 3 R= 3 5 0 , 0 0 2 0 2 .3 8 2 0 2 .2 2 2 3 0 .9 0 103 0 2 0 3 .4 7 2 0 3 .7 9 2 0 0 .6 9 du r c h G e l ä n de a b s en k u ng 2 0 2 .2 2 "B " 2 1 6 .8 0 R= 2 5 0 , 0 0 2 0 4 . 6 2 0 0 3 DN 2 0 3 .7 6 D= 2 0 4 . 1 0 2 1 3 .1 7 A= 1 2 0 , 0 0 3 2 0 3 .3 3 2 0 3 .8 1 2 0 1 .7 2 2 0 2 .3 1 Lau t e r 0, 00 % 2 3 7 .7 4 2 0 3 .7 5 2 0 2 .4 4 2 0 2 .2 5 La u t e r 2 0 2 .1 4 A= 2 02 . 5 2 0 5 .4 9 2 0 7 .1 0 2 2 3 .5 3 2 3 5 .5 5 2 3 4 .6 5 2 3 7 .2 7 Pu m p s t a t i o n 2 0 3 .6 5 2 0 2 .5 3 B 0 0 4 DN 2 0 2 .1 3 2 0 2 .5 3 2 0 5 .5 6 Ka n a l ü b e r l a u f 4, 0 0 2 0 2 .2 9 2 0 0 .7 52 0 0 .9 1 2 0 2 .1 9 au s g l e i c he n 2 0 2 .3 2 D= 2 0 4 . 0 9 2 3 6 .6 0

285 Fr a n k e l b a c h D= 2 0 3 . 5 5 2 0 2 .0 8 2 0 2 .3 5 2 0 2 .2 9 2 0 2 .1 7 2 0 0 .5 9 2 0 2 .3 2 A= 2 02 . 09 199 9

Hau p ts tra ß e 1 -1 , 5 2 0 % 0+ 30 0 A 12 c m M a r k 2 0 0. .7 8 2 0 1 .6 2 800 2 S= 2 0 1 . 2 5 S= 2 0 1 . 3 7 2 0 1 .9 4 E= 2 02 . 3 207,5 RR B 1 Weg

2 1 0 .1 7 20 2,2 0 1 .7 9 5 2 0 2 .1 6 2 0 0 .0 1 TS = 2 0 5 , 2 2 7 m S= 2 0 3 . 4 4 2 0 1 .6 5 2 0 1 .9 9 2 0 2 .1 7 2 0 2 .0 1 2 0 0 .6 7 2 0 5 .5 2 S= 2 0 1 . 1 9 DNS= 4 02 0 3 . S 0 B9 2 0 1 .8 1 221 8 Ha n g g r a b e n ent f äll t

KM = 0 +15 2 6 1 5 , 7 4, 9 1 3 0 m 2 0 3 .2 0 2 0 1 .0 2 2 0 2 .2 7 2 0 6 . 7 3 S= 1 9 6 . 4 9 S= 2 0 1 . 9 9 1 9 9 .8 5 F3 0 x 2 5 4, 5 0 2 0 0 .8 4 2 0 2 .2 3 2 0 2 .2 5 2 0 2 .2 5 44 2 0 4 .2 6 2 0 7 .8 1 2 2 2 .3 6

2 0 2 .0 5 2 0 12 .80 14 .9 5 2 0 2 .1 7 V= 3 3 6 m ³ 2 3 6 .3 2

2 0 1 .9 4 2 0 6 .9 8 Weg u n b e f. =6 l / s 5 0 0 0 , R=2 2 0 6 . 4 9 Kl e b e b 2 0o 0 .2 8 r d 2 0 1 .7 9 1 9 9 .9 5 2 0 0 .2 1 2 0 2 .9 0 2 1 2 .2 9 2 1 5 .7 3 Dr 2 3 9 .9 5 192 7 199 9

288 2, 50 % 2 0 1 .8 6 2 3 9 .3 1 2 0 0 .1 3 S= 2 0 1 . 4 2 1 9 9 .8 9 2 0 0 .12 7 0 1 .5 8 2 0 2 .2 8 7, 0 0 % An dQ e r Brü c k e 2

2 0 4 .2 2 1 2 0 1 .7 6 2 0 0 .3 1 2 0 1 .7 4 1 2 0 3 .9 3 2 0 4 .6 1 2 0 2 .2 7 210 A= 1 2 0 , 0 0

2 0 6 . 3 8 2 0 6 . 1 9 2 0 1 .7 4 2 0 1 .9 1 2 0 1 .9 1 2 0 0 .5 9 2 0 0 .3 0 2 0 0 .5 6 2 0 1 .8 4 0+ 80 1, 2 1 2 0 0 .0 0 101 1 1 9 9 .6 0 2 0 0 .6 2 2 0 1 .8 6 St a t . 2 0 5 .7 8 0 . 2 0 0 "C " 0+ 90 0 2 0 6 . 2 8 2 Lau t e r 188 0 189 5 2 0 5 . 1 8 1 9 9 .9 9 1 9 9 .9 1 2 0 0 .1 0 2 0 1 .5 1 2 2 1 .2 9 : 1,5 , 1 : 1 2 0 0 .2 0 2 0 0 .4 5 2 3 9 .4 7 324 01 6 00 2 0 1 .6 1 2 0 0 .1 9 2 0 0 .4 7 2 1 1 .8 3 2 1 7 .8 3 2 0 0 .1 9 7, 00 % 2 0 1 .5 2 2 0 1 .6 8 2 0 0 .3 9 2 0 0 .7 8 2 0 4 .3 8 187 71 2 1 4 .9 0 2 4 1 .9 6 189 7

2 0 1 .6 5 2 0 8 .0 4 Au f f ü l l u n g 2 4 1 .8 2 D= 2 0 2 . 0 4 2 0 2 .0 9 2, 2 050 2 .3 1 5 , 212 vo r h . S a m m l e r 2 0 1 .5 6 2 0 1 .9 9 2 0 0 .3 9 200 1 2 0 3 .1 3 1000 3

282 S= 1 9 6 . 6 2 Ac h s e 3 2 0 0 .33 7 3 4 2 0 2 .4 5 Pk 0% 2 3 8 .8 1

Fr a n k e l b a ch0+ 40 0 1 2 0 2 .2 9 189 6 2 4 1 .0 9 324 1 97 , 7 020+ 1 3 00

2 0 3 . 5 1 S= 1 9 6 . 6 4 998 100 0 ~8 , 0 0+ 5 0 4 2 0 2 .1 1 2 0 2 .2 3 2 0 5 .3 8 "E " Obe rw ie s e DN 4 0 0 S B 8, 00 2 1 9 .8 4 0+ 800 2 4 0 .6 0

2 0 2 .3 9 1879 2 0 4 .4 3 2 1 1 .6 4 2 1 4 .7 0 0+ 74 3, 6Abbruch 1

La u t er D= 2 0 1 . 9 9 100 1 2 0 2 .3 2 5 21 0+ 5 3 3 Weideunterstand

995 2 0 2 .1999 0 S= 1 9 6 . 8 0 100 2 2 0 2 .4 1 2,5 0 994 2 0 2 .0 8 101 0 2 0 4 .6 3 0+ 9 20

996 2 0 2 .0 1 2 0 2 .0 3 2 2 0 1 .8 8 2 0 1 .9 3 2 0 7 .9 7 Pflaster- 0+ 6 7 8 S= 1 9 6 . 7 7 100 9 101 3 2, 05 2 0 4 .5 8 2 0 8 .6 3 7,5 21 deVe r r A m b u w t a et s e s e L r a l gei e t u ng 5 2 0 2 .1 3 mulde 187 6 280 997 0+ 64 9 B 0 7 2 2 1 4 .3 3

1 101Sc 0 h o n g e b i e t 0+5 6 2 2 0 2 .2 0 2 0 3 .1 6 2 0 6 .1 6 2 1 1 .7 1

18, 0 101 3 0+59 1

2 0 4 .6 2 2 1 5 .8 3 0 22

2 0 6 . 3 2 2 0 6 . 3 5 100 5 SO K = 2 0 4 , 5 9 7 "A " 5 202, 277 E 2 1 2 .0 0 2 0 6 . 1 9 1 ~8,0

2 0 6 . 0 6 100 3 2 0 4 .1 8 Verlegung -1 , 5 2 0 % 101 3 23 6 0 0 222,5 187 1

2 0 5 . 8 4 1 2 2 0 4 .8 6 2 1 1 .2 4 2 1 4 .6 1 Premiumwanderweg 0+ 500 Kaskade 0+ 70 0 DN 4 0 0 S B 2 0 2 .2 7 2 0 4 .9 0 2 1 6 .5 0

15100 6 5 , 1 3 0 m 2 1 3 .0 0 "Teu fe lsto u r" 4, 50 0 % 978 4, 500 % 2 0 4 .7108 8 5 2 0 4 .8 3 187 5 5 22

be .f 16

18 2 0 2 .3 8 2 0 7 .1 9 =TS 2 2 7 , 1 2 3 m -4 , 3 0 0 %

Vb . 100 4 5 227, 538 , 9 8 5 m c 221 8 2 1 1 .3 4 =KM 0 + 9 5 5 , 8 6 4 278 17, 7 2 1 5 .7 9 51 6 , 382 m

538 , 98 5 m 101 3 45 SO K = 2 0 4 , 6 9 8

2 0 2 .8 3 6 2 1 3 .6 2 0 23

TS = 2 0 2 , 8 6 9 m Verlegung Lauter KM = 0 + 4 1100 66 , 8 7 9 b 977 2

221 8 17 , 9 ~L 220m 0+ 600 "B " 221 8 12 Sc h a c h t v e r d e c k t 187 8 K 2 7 187 4 5 , 2 23

11 100 8

-V e r m u t e t e L a g e - 101 33 a 272 5 23 54888 00 Win te rb a c h 100 7 S= ? 221 8

1 18 , 1 13

188 7 187 3 5 , 7 23

v. Lau ter cken -r bachGum 5 20 2 189 9 Nr. Art der Änderung Datum Name

40 24 980 5 7, 20 Hah n re c h

2 Fr ei l e i t un g 200 12

2 0 6 .7 0 2 0 6 . 7 1 2 0 6 . 1 5 La u t er ec ke n 187 2 42,5 24 10 21 LH = 0 , 6 um l e g e n 2 0 6 .4 7 GG G 0 0 3 DN LW = 2 , 0 H = 3 5 0 0 m 1 2 3

2 0 6 . 3 4 2 0 6 . 1 3 2 0 6 . 1 1 D= 2 0 3 . 4 0 101 37

12 5 2, 21 T = 1 5 4 , 0 0 0 m

2 0 6 . 1 2 S= 2 0 1 . 7 5 5 24 15 21 S= 2 0 1 . 8 9

H = 3 0 0 0 m 221 8 f = - 3 , 3 8 854882 00 m 560 28 5 , 7 24 6 269 100 7 100 8

4 T = 9 0 , 3 0 0 m 2 5 Entwurfsbearbeitung:

17 5 7, 21 Fr a nk e l ba c h Fra nk el ba ch NK 6 4 1 1 0 2 7 Projekt-Nr.: 5622

50 25 20 22 f = 1 , 3 5 9 m E Inge n ieurg ru p p e KOHNS 980 Königsbahnstraße 5 Datum Name

221 8 3 66538Neunkirchen

10 5 , 2 22 Gab n ioe n B S 0 0 4 DN

221 8 100 8 Tel.: 06821-9062-0 bearbeitet: Juni 2019 T. Schlicker 252,5 42 5 22 269 Au 4

5 Fax: 06821-9062-62 27 5 7, 22 6 Intern e t: www .ing -k o h n s .d e gezeichnet: Juni 2019 E. Lang

Lauter 993 230 D= 2 0 7 . 2 8 108 5 E-Mail: plan@ ing-kohns.de Kohns PLANGmbH

S= 2 0 4 . 0 4 14 20 K V L ei t ung P f a l z w er k e 221 8 5 232, 176 8 geprüft: Juni 2019 G. Kohns 2 0 6 . 7 1 49 S=3 2 0 4 . 0 5

2 0 6 . 6 2 2 0 6 . 3 0

221 8 5 23 2 0 6 . 6 7 2 0 6 . 1 6 7 Reg.Nr.335 06 009 - 00 204 255 221 89 2 0 5 . 7 6 2 0 5 . 6 9 BWS1 - ALG nav Entwurfsbearbeitung: Datum Name 186 61 190 1 981 Landesbetrieb Mobilität 4 A bearbeitet: 269 Kaiserslautern

3 221 8 982 983 Morlauterer Str. 20

43 B S 0 0 3 DN 108 5 257,5

15 67657Kaiserslautern gezeichnet: 979 984 5 , 7 23 Systemschnitt "C" - "C"

980 Tel: 0631/3631-0 992 4 au en k c e r ute La 976 4 M= 1 :200 Fax: 0631/3631-225 K 6411 024 2 0 1 1 4 6 NK 101 7 geprüft: 2 985 2 338 190 3 2 967 D= 2 0 7 . 8 4

2 986 S= 2 0 4 . 3 2 1,50 4,00 4,00 1,50 1,50 260 101 92 987 3,50 3,50 0,50 269 0,50 2 988

324 01 5 00 0,12 0,12 Systemschnitt "C" - "C" 989 262,5 Markierung M= 1 :200 1 989 3 3 3 e s h Ac

2 6% q% 324 02 2 00 Straßenbauverwaltung: Unterlage: 16 Blatt-Nr.: SL 1

186 52 12 % 40 24 1 : 1 , 5 265 989 3 1,50 4,00

976 2 1 : 1 , 5 Lageplan 267 990 Verbandsgem einde Otterbach - Otterberg 265 2 3,50 991 Retentionsraum Lauter

Etz e n b a c h W ö g e lc h e n Auf d e m a lt e n We g Brü c k e n k o p f 0,50 264 Reg.Nr.335 06 009 - 00 203 267,5 54887 00 2 Ge m . F r a n k e l b a c h 0,12 BWS1 - ALG av PROJIS-Nr.: SAP-Nr.: A.8 2 -0 2 -0 0 2 7 .0 1 Maßstab: 1:1000 992

3 6% 270 264 Systemschnitt "E" - "E" M= 1 :200 1 : 1 , 5

975 270B 272,5 54881 00 1,50 1,50 4,00 4,00 1,50 1,50 Bau einer Ortsum gehungsstraße 263 961 3,50 3,50 3 Olsbrücken

960 0,50 0,50 2 E 275 960 266 0,12 0,12

956 955 aufgestellt: Markierung 5 , 7 27 954 1 : 1 , 5 2 3 3 3 e s h Ac Markierung 29.08.2019 186 5 6% q% Kaiserslautern, den ......

263 r utLa e 2 12 % 1 : 1 , 5 0 28 974 954 260 262 101 1 973

2 2 3 2 Systemschnitt "F" - "F" gez. R.Lutz

262 282,5 20 K V 5 2, 24 ......

259 245 2 Dienststellenleiter 953

2 176 91 1,50 4,00 24 5 285 0,50 258 953 3,50 2 966 972 973 965 964 952 261 2 2 964 952 0,12 963 2 Markierung 260 963 962 12 % 324 01 5 00 967 324 01 6 00 324 01 7 00 324 01 8 00 324 01 9 00 324 02 0 00 324 02 1 00 Eis n h a b n e Pitz 102 1 259 2 1 : 1 , 5 54886 00 54885 00 Eng e lb ü s c h 54884 00 54883 00 54882 00 54881 00 258 971 961 Z-5622n/ugn-05-1.PLT/ugn-16-1 07.08.19