[Seite 1]

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5 0 Dammböschung H= 15000 m Neigungsbrechpunkt 5 Bankett 1,500% 0,700% mit Angabe von 1531,00m 725,000m Ausrundungshalbmesser, H= 3000 % m Fahrbahn Längsneigung und Abstand 9, 6 2 0 2 T 0 0 f = = , % 8 8 3 4 T S = 3 m 0 6 , 1 , 3 2 5 K M = 0 , 67 0 1 0 0 1 00 4 , m 2 m 3 2 m 1 1 2 1 ,7 4 0 ,2 0 = S 3 T % 2 M m f T = K = H - = 0 1 2 1 , 0 1 6 7 , 6 , 1 2 0 1 9 0 , 0 0 1 0 0 m 0 8 0 m 8 % m m vor F h B . 1 Entwäss B ( a B H R Un n o a o i t e n e g r h n c s n u l r r k h c e e k h u e b u i e c n t o g n t h r s r n b e e d g e ri n cht Nr.260262 Stand: Vorabzug) Schu 2 2 , , t 5 5 z % % gebiete z b Q vo u r u e r m e h c r . h n n Q p ä e u u c ig n e h u k r s n t n te g e n ig N un e g igungs- 3 0 9, 9 5 m + 9 2 1 ,9 4 8 m 2 0 5, 5 4 1 3 , 6 3 0 + 1 = ø400B vorh. Durchlass entfällt NP Naturpark 7 9 3 2 3 1 W III Wasserschutzzone III (abgegrenzt) 8 5 0 0 5 5 0 1 8 5 0 0 + 8 8 0 ,0 0 0 + 9 0 0 ,0 0 0 + 9 2 0 ,0 0 Du e v r n o c t h r fä h la l . l s t s 0 + 9 4 0 ,0 0 Du e v n r o c t r h fä h la l . lt ss 0 + 9 6 0 ,0 0 Du e v n r o c t h r fä h la l . lt ss 0 + 9 8 0 ,0 0 Be a n t u R o e f n n u a s s e p o e h r h n m o l m f e e il n u i n e s l d r u c e e n h D n d a u e l v e n r o c t r h fä h la l . lt ss 1 + 0 0 0 ,0 0 % 0 5, 2 1 + 0 2 0 ,0 0 % 0 8, 2 2 0 0 + 1 0, 5 0 6, 8 2 0 + 1 0 0, 0 4 0 0 0 + , 1 2 4 0 + 1 1 + 5 5 1 + 5 6 0 1 + 5 8 0 ,0 0 1 + 5 8 0 ,0 0 1 + 6 0 0 ,0 0 B G K B . . . . . .... B ge io s t e o t p z h l. o g m e p sc le h x ütztes Biotop 0 + 0 7 + 8 7 8 5 0 , A 8 , 7 0 , 6 = 0 0 0 2 % 0 ,0 0 R 5 3 = ∞ 5 2 R 0 3 = 3 5 11 A 8 8 = 1 5 4 0 5 0 0 A = 1 5 R = ∞ e D n u tf r 2 ä c ,5 v l h 0 l o t % la rh s . s 0 + 8 0 0 ,0 0 R = ∞ e D n u tf r ä c v l h l o t la rh s . s 0 + 8 2 0 ,0 0 e D n u tf r ä c v l h l o t la rh s . s 1 : . 0 r + N 8 4 - t 0 t , 0 a 0 + 0 lB 8 4 2 s ,0 s 0 u lh Be a n t u R o e f n n u a s s e 2 p , o 5 e h 0 r h n % m o l m f e e il n u n ie s l d r u c e e n h n d ale 0 + 8 6 0 ,0 0 Du e v n r o c t h r fä h la l . lt ss 2 ,5 0 % 4 ,0 0 % R = ∞ A = F 2 0 B ,0 0 B 0 + A A 8 = 8 2 2 4 0 , 2 , 5 0 E 4 0 R K E = S K 7 3 0 S 0 ,0 + 4 0 8 9 0 ,2 6 R = 7 0 ,0 0 0 + 9 0 6 A , = 1 8 2 0 ,0 0 A = 2 0 ,0 0 % 0 0 + 0 9 , 1 4 1 8, 9 R = ∞ % 0 5, 2 vo b r l h e . ib B t o e r r d h a a n lt l e a n 8 g 3, e 8 1 2 0 R = 7 ∞ + , 9 1 9 1 3 2 3 , 0 , 8 8 A = , 0 1 0 0 + 3 3 1 0 0 9 + + 1 7 1 0 0 , , 0 3 3 = R 5 0 0 0, + 5 2 1 = 0 A 0, 0 5 0 2 , 5 = 1 A 1 = R % 00,5 % 00,6 0 0, 0 6 0 + 1 % 00,6 0 a 0 n P u R , e f f 0 n u a la 8 s e s p 0 e h t r e n + m o r m f 1 m e il u i n e u l d r l u d e 0 e n e n 0 d ,001+1 G D D D T T T r r i S S e e e a a F c b K K f g g e B k u s s s 0 0 c c n 3 g c / / h h d 5 5 e E h i i K e s c c i S c h h n a 5 h t t m e t 0 0 r 0 t / / O 2 3 / ( 8 c 2 2 b m K N F e a K r ) 1 h : b 0 6 rb 7 a 3 a , 0 u h O 4 : n n 0 s l 1 in d 2 k o s - r f N ( - F K K a ü h 6 m r 1 D 1 4 2 8 6 3 tr 0 , , , 0 , , m i i 0 0 0 0 5 c 4 c , e h 5 0 k r tu n 1 e , n 3 g ( c K m üm ) m : ern) B O K Ti i a b e e B n e s fe A k r - b T e g 3 o o t e n E t d : K s - e S G a n 6 m e O m t H ( is c c m K N F h a K ) 1 h G : 0 6 rb 7 3 T a , 0 h O 4 n n 0 s l 1 in d 2 k o s - r f N ( - F K K a ü h 6 m r 2 D 5 3 3 tr 0 5 , 0 m i i 0 c 4 c , , e h 0 0 0 k r tu n 1 e , n 3 g ( c K m üm ) m : ern) H T = = f = 6 3 1 0 - 7 , 7 0 0 0 0 , 0 % 8 ,6 1 0 9 4 3 2 , 4 5 8 m 8 3 6 m T m , S 3 m = 3 3 0 2 7 K 6 % 8 M 3 ,9 , = 6 3 1 4 8 + 2 m 3 m 8 9 ,9 1 9 1 vorh. 1 + 4 1 0 ,0 1 + 4 2 0 ,0 0 D u e . u r v Z r h o c u a h r f l h t a la e . h s n r s 1 t + 4 3 2 ,5 0 B 1 e a + 4 n t u 4 R o 0 e f ,0 n n u a 0 s s e p o e h r h n m o l m f e e il n u n ie s l d r u c e e n h n d ale 1 + 4 6 0 ,0 0 1 + 4 6 9 ,5 0 D u e . u r v Z r h o c u a r h f l h t a la e 1 . + h 4 s n 7 r 8 s t ,0 1 0 + 4 8 0 ,0 0 1 + 5 0 B 0 ,0 e a 0 n t u R o e f n n u a s s e p o e h r h n m o l m f e e il n u i n e s l d r u c e e 3 , n h 0 0 % n d ale B F 1 + B A 5 2 0 1 4 4 , + 0 5 0 2 E E 1 , K K 5 0 S S 7 8 3 ,5 0 % R = ∞ R = 3 8 0 , 1 0 + 0 1 + 5 4 0 ,0 0 6 ,0 0 ,0 0 A n s c h l u s s B la t t - N r . : 3 R = % 3 0 5, 3 8 0 ,0 0 1 + 6 0 3 R ,5 = 6 ∞ 352 5 3 0 1 1 8 4 9 0 5 0 0 c + 4 Durchlass 0 5 1 s 0 u. Zufahrt 7 n A 00,511=R 0 ,0 0 erhalten ,8 8 51,301+1 00,03 =A % 05,2 FB3 1 + FB4 EKS7 K N Fa K 1 h 0 6 rb 7 3 a , 0 h O 4 n n 0 s r 1 e d 2 c o h - r f t N s - K ( K F ü 6 a m 3 h 0 r m t 4 r e i c 0 r h n 1 t , 3 ung Kümmern) BA4 EKS8 K N Fa K 1 h 0 6 rb 7 3 a , 0 h O 4 n n 0 s r 1 e d 2 c o h - r f t N s - K ( K F ü 6 a m 3 h 0 r m t 4 r e i c 0 r h n 1 t , 3 ung Kümmern) EKS5 3 89,011+1 0 ∞ 0 = ,0 R 3 =A BA3 0 EK 0 S6 ,021+1 D u. u v Z r o c u h r f h a la . h s r s t 8 0 ,0 0 R = 4 8 0 R = G O e b b er u fl n ä d c e h n en e b r e O h b a e n r d b lu a n u g : D - icke (cm): B O a b n e k rb e o tt d : en OH D 10 ic ,0 ke (cm): erhalten ,0 ∞ Deckschicht 0/8 3,0 Kies-Ton Gemisch GT 90,0 1 0 0 + 3 6 1 + Tragschicht 0/32 7,5 Tiefe gesamt (cm): 100,0 0 1 3 5 1 + 3 0 ,0 0 3 ,0 0 % 4 5 5 ,0 5 T - ragschicht 0/32 5 - ,0 5 5 4 Tiefe gesamt (cm): 15,5 9 Ge F b B un 2 d EK e S n 3 er Ob K N F e a K r 1 h b 0 6 rb 7 a 3 a , 0 u h O 4 : n n 0 s l 1 r d e 2 o c - r h f t N s - K K ( F ü 6 a m D 3 h 0 m r i 4 t c r e i 0 k c rn 1 h e , 3 tu ( n c g m Kü ): mmern) Ba B n A ke 2 t E t: KS4 K N Fa K 1 h 0 6 rb 7 3 a , 0 h O 4 n n 0 s r 1 e d 2 c o h - r f t N s - K ( K F ü 6 a m D 3 h 0 r m i t 4 c r e i c 0 k r h n 1 e t , 3 u n (c g m Kü ) m : mern) % 05,2 00,041+1 1 + 3 4 0 D u e . u r v Z r h o c u a h r f l h t a la e . h s n r s t ,0 0 5 ,0 0 % 3 2 3 1 8 9 0 0 ,0 0 Deckschicht 0/3 2,5 Oberboden OH 10,0 Oberflächenbehandlung 0/8 1,0 Kies-Ton-Gemisch GT 90,0 Deckschicht 0/11 2,5 Tiefe gesamt (cm): 100,0 Betonsohlenschale R = Tragschicht 0/32 7,0 aufnehmen und 4 Rasenmulde 8 Systemschnitt 0 T - iefe gesamt (cm): 1 - 3,0 M 1 : 100 neu profilieren 1 + 3 2 0 R = ∞ ,0 0 1 2 3 00,061+1 ,0 0 A = 5 0 R = 1 + 3 7 9 ,0 ∞ ,1 0 9 1 Entwurfsbearbeitung: Projekt-Nr.: 6283 + 3 5 3 5 2 0 3 1 1 8 7 4 5 0 0 0 % 05,2 ∞ ∞ = ∞ = R R = 0 R 0,0 0 8 0 1 1 0 , 0 1 , 0 + 1 7 0 0 1 0 1 0 , , 1 T 0 f 0 % H 8 = = m 2 9 8 7 + , 2 0 6 3 = = S T m 0 2 - 2 8 4 6 3 0 , 7 0 3 2 + + 1 = M K 2 , , 9 6 3 , 1 8 , 0 0 0 0 4 0 0 0 3 3 6 , 0 6 9 0 4 % m 0 , T m 0 m f m H 0 = = 6 m 9 8 5 , 4 6 3 = = S % 4 T m 1 2 3 4 0 , 6 4 2 + 1 = M K 3 , 1 , 1 5 5 8 0 0 0 1 ,20 0 4 0 0 3 m 0 m , m 4 % 88 m 1+280 1 , + 0 D u 2 0 e . u 8 r v Z r h 8 o c u a , r h 0 f l h t a l 0 a e . h 1 s n R r s + t = 3 ∞ 00,00 3,00 % 5,00 % A = R = 5 1 0 0 ,0 0 0 ,0 0 1 + 3 0 7 ,6 6 R = 1 0 A 0 = ,0 5 0 0 ,0 0 1 + 3 4 0 ,0 5 6 5 ,0 5 5 5 0 1 3 0 0 6 K F T L T D T E I A n e a 6 r e - a a t ö i M e l e n s : l 5 U x r n . r d a b n 0 : 3 : i e i e a 6 l g : S s t 0 8 c 0 5 : p b s h 1 6 w 6 l e a s N b / F w 8 8 9 t t n r r a w @ 7 2 e a i 2 e Ü h 9 . ß 1 i u 1 b i n 6 n e n - g - n g - M H 9 0 9 s - 1 - k k k o 5 0 t 0 o o r i b F c R h r 6 h 6 a i a n c l n i 2 2 x 5 ß t s s h ä : U . 4 - - . d e t d 0 6 e 2 0 e e 6 9 2 n N 5 5 2 1 T / G 9 ri 7 e 9 r S 6- In 1 P g 4 en 8 i L e 0 ur A grup N K p o e hn U s PLA K N N O G H m G N bH S b g g U e e e n a z p te e r r ü b r ic l f e a t h : i g t n e e e t : : t: 5 D J J J u u u a l l l t i i i u 2 2 2 m 0 0 0 2 2 2 6 6 6 Z S S G e . . . i V J K c u a h o n l e h e g n n n e s t n in 1 % 05,2 A c 6 ∞ h s 3 e = 1 = 1 R R 0 6 0 3 2 , 5 = 1 ∞ 0 R 1 = 0 = R0 = , 0 R 0 A , 4 2 6 2 0 2 , 2 9 + 0 +5 2 1 = A 1 + 1 7 5, 3 2 2 + 1 0 5, 5 1 = R 1 + 2 4 0 7 6 , , 6 0 4 2 0 + 1 1 5 1 = A + 1 2 + 2 6 6 1 , 0 1 9 , R 0A = R 0= R 1 = 2 = 3 1 6 ∞ 5,00 R R = = 3 ∞ 6 6,00 % A = R 5 = 0 ∞ ,00 1+282,66 3 2 3 1 8 8 5 0 K O D e n 1 c s 0 k d 7 e o n ( r L f b - u 1 K c 3 h 5 ü m a m lt) ern B M b g g L vo a e e e l a a n g a z p ß t e e r r t N n ü b i p N c a f e K l t h r a h i : . t n n : e m 6 e t 3 e t 0 n 4 2 N 0 r 1 . D : 2 at A u . m 22- n 2 a 5 c -0 h 0 N 4 M K 1 N . : 1 0 a 6 : 1 5 m 3 0 0 e 0 4 013 Entwurfsprüfung: LBM Trier Datum Name % 00,6 Straßenplanung: Landespflege: Immissionsschutz: Nr. Art der Änderung Datum Name

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3 0 4 0 4 0 5 0 5 0 6 0 6 0 7 0 7 08 5 5 0 5 5 5 0 5 5 5 0 5 5 5 0 5 5 5 0

0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0

Z-6283/ua-05-2_LP.PLT/u-05-2_LP 16.07.26

ua-05-2_LP_signed_signed.pdf