8 1 0 /9 5,1
4
7
| 1 S te u e rk a b e l 2 x 13,7 15,7 E rd 1 e r (N Y S Y c h 1 a 0 d x e 1 n ,5 # ) (N Y S Y c h 1 a 0 d x e 1 n ,5 # ) 2 0 k V b re tt A b d e K a b e l g e tre n n t ! 8 11 77 ,2/ c k 1,0 - 11,3 2x B eto n ro h r D N 150 2 6 ,0 m 20,5 8 ,3 14,0 12,2 3,0 ,5 0 ,5 1 ,0 18,0 8 1 1 /3 8 1 1 /7 H o B e sta n d sp la n : S te u e rka b e l M a ß s ta b : 1 :5 0 0 F u rth e r S tra ß e 4 , 9 3 4 1 3 C h a m B e a rb e ite r: T e le fo n : 0 9 9 7 1 /8 5 0 7 0 F a x: 0 9 9 7 1 /8 5 0 7 4 0 A u sg a b e d a tu m : 2 0 .0 1 .2 0 2 5 E -M a il: in fo @ sta d tw e rke -ch a m .d e D o ku m e n te n sta tu s: in te rn | |||||
|---|---|---|---|---|---|
| F u rth e r S tra ß e 4 , 9 3 4 1 3 C h a m T e le fo n : 0 9 9 7 1 /8 5 0 7 0 F a x: 0 9 9 7 1 /8 5 0 7 4 0 E -M a il: in fo @ sta d tw e rke -ch a m .d e | B e s S te B e | ta n d sp la n : u e rka b e l M a ß s ta b : 1 :5 0 0 a rb e ite r: | |||
| A u | sg a b e d a tu m : | 2 0 .0 1 .2 0 2 5 | |||
| D o | ku m | e n te n sta tu s: | in te rn |
3 1
3
| 5,8 20,1 1 ,0 2 ,8 1 ,0 2,4 8 1 1 /6 8 1 1 /3 8 1 1 /7 H o l z l ä n 8 1 1 2,2 1,7 8,1 2,2 in 3 x 3 x P 2 V S 9 C t , a 5 1 h m 2 l 5 150 b v e e i r s 4 t 0 o ,0 p m ft ! 2 J 0 a k n V ahof 1 10x2 D x N 0 5 ,8 0 # S G R a V bo -G c o 7 m x12 8 1 2 /3 7 5 7 /4 Betonsockel 4,4 0,8 ,6 1 5,7 1 7,2 4, 2 7, 0 6 ,5 T S6 ,5 B e s ta n d sp la n : S ta tio n S te u e rka b e l G itte r m a s t B a d s tr a ß e M a ß s ta b : 1 :5 0 0 F u rth e r S tra ß e 4 , 9 3 4 1 3 C h a m B e a rb e ite r: 2 0 k V T e le fo n : 0 9 9 7 1 /8 5 0 7 0 M a s t F a x: 0 9 9 7 1 /8 5 0 7 4 0 A u s g a b e d a tu m : 2 0 .0 1 .2 0 2 5 E -M a il: in fo @ sta d tw e rke -c h a m .d e D o ku m e n te n sta tu s: in te rn | |||||
|---|---|---|---|---|---|
| F u rth e r S tra ß e 4 , 9 3 4 1 3 C h a m T e le fo n : 0 9 9 7 1 /8 5 0 7 0 F a x: 0 9 9 7 1 /8 5 0 7 4 0 E -M a il: in fo @ sta d tw e rke -c h a m .d e | B e s S te | ta n d sp la n : u e rka b e l | M a ß s ta b : 1 :5 0 0 | ||
| B e A u | a rb e ite r: s g a b e d a tu m : | 2 0 .0 1 .2 0 2 5 | |||
| D o | ku m e n te n sta tu s: | in te rn |
7,5
/9
| 4,3 0 ,6 M . 5 ,0 6,2 1,1 1 7 5 7 /8 (g e mD e in N 8 s0 a0 mS m it ta h W L ) 6 5 ,6 ,9 P V C 60 PVC 100 5,0 7 5 7 /4 8 1 2 /3 PVC100 S t a t i o n G i t t e r m a s t B a d s t r . K V R Ü B B a d s t r . 2,3 P V C 100 0, 6, 0, 1 0 1 B e sta n d sp la n : S te u e rka b e l M a ß s ta b : F u rth e r S tra ß e 4 , 9 3 4 1 3 C h a m 1 :5 0 0 B e a rb e ite r: T e le fo n : 0 9 9 7 1 /8 5 0 7 0 F a x: 0 9 9 7 1 /8 5 0 7 4 0 A u sg a b e d a tu m : 2 0 .0 1 .2 0 2 5 E -M a il: in fo @ sta d tw e rke -ch a m .d e D o ku m e n te n sta tu s: in te rn | |||||
|---|---|---|---|---|---|
| F u rth e r S tra ß e 4 , 9 3 4 1 3 C h a m T e le fo n : 0 9 9 7 1 /8 5 0 7 0 F a x: 0 9 9 7 1 /8 5 0 7 4 0 E -M a il: in fo @ sta d tw e rke -ch a m .d e | B e s S te | ta n d sp la n : u e rka b e l M a | ß s ta b : 1 :5 0 0 | ||
| B e A u | a rb e ite r: sg a b e d a tu m : | 2 0 .0 1 .2 0 2 5 | |||
| D o | ku m e n te n sta tu s: | in te rn |
| 812/3 Station Gittermast 817/3 3,66 0 2 1, 3,77 UHY Fussgängerbrücke 414 3x DN125 757/4 SWS W al d 3 2 0 k V G itte 1 0 x 2 x 0 ,8 # 1 0 x 2 x 0 ,8 # G a b o c o m L e e rro h r m x D rm P W G itte B a h nli ni e S c h w a n d orf F urt h i G 1 1 0 a 2 0 x b L 0 x 2 o e 2 k x c e V x 0 o r 0 , r m G 8 , o 8 # h i # t r t P e G r W m it t a R e s r Ü m t B - a B s B t a a - d d s B s t a t r 7 r a , 3 d . 7 ß s - e t K ra V ß e G 5,3 i 5 ttermast 12,51 N 1 2 5 I 9 3 8, 4,75 9,95 9 1 , 0 1 , 8 23 1 ,5 1 1 6 1 ,3 3 W a s t - B a d s tra e S ß R B B a Ü d s tr. - K V G it te r m a s t rm a s t - B a d s tra e ß 11,32 8,93 I 2xSWS 31 II 9,18 4,21 SWS DN125 3x T e c h n o Parkplatz 827 4 x 1 0 # 1 0 x 2 x 0 ,8 # 1 0 P x W 2 x R 0 ,8 B Ü # 2 0 B G k a i V t d te s G r t m r i . t t a - e L s K r e t m V e - a r B r s o a t h d - r s B G t r a a a d b s o e t ß r c a o m e ß 9, 1 3 l o g G i t t e r m 3,99 i e a st - 7,02 C a 14,65 I m p 823 1 1 ,2 u 2 s 6,68 3x D N 12 mast 5 itter G 4x 1 1 0 1 0 x 0 # 2 2 x x 0 2 0 L k x , e V 8 G 0 e # , a 8 r G r b P # o i o t W h t G c e r o r it R m m te Ü a r m B st a B - s a B t d a - s d B t s r a . t r d - a s ß K tr V e a ß e 3,06 3 4 II 23 5 7,9 4,65 9 19 21 3,27 N 16,80 E 548 SWS G 823 / 2 Gittermast Gabocom E 823/1 41,1 3 3 x D N 1 1 1 0 0 2 x L x 0 2 2 e k x x e V 0 0 r , r 8 G , o 8 # i h # t t P r e G W rm it t R e a r s Ü m t B - a B s B t a a - d d B s s t t a r r a d . ß s - t e K ra V ß e 4,61 SWS 8 U ,4 H 4 Y GAS 829/1 R 547 2 5 6,46 23,73 580/8 1,57 13,10 3x DN125 2xSWS 8,57 0,95 1 st 3 ,49 7,18 Bestandsplan Steuerkabel a m er G it t 840 S t a t i o n G i t te r m a s t - S t a t i o n B a d stra ß e Badstra ße 2 0 k V Git 1 t e 0 r x m 2 a x 0 st , 8 - 1 # B 0 P x a 2 d W x s 0 t R Ü r , ß a 8 # L B e e G B e it r a t r e o d r s h m t r r a . - s t K - V B a d s tr ß a e 2, 1 ,5 7 0 1 4 ,44 0, S 50 2,7 t 4 a 3 ,7 7 2 t ,0 i 0 on Badstra ß e T 9 T w F 3 e e u w 4 l l r e e w t 1 h f f . o 3 a e s n x r t C a S 0 0 h d 9 9 t a t r w 9 9 a m 7 7 e ß 1 1 r e k / / 8 8 e 4 5 5 -c 0 0 h 7 7 a - -0 4 m 0 .de B A e u a s r g b a e b i e t e d S r a : te tu u m e r : k a be l S 1 1 0 6 . x . B 0 2 a 1 x b . 0 2 l , 0 8 1 # 5 - N r. 25 2 M 1 aß : s 5 N ta 0 b 0 : | |||
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| Bestandsplan Steuerkabel ß Station Gittermast - Station Badstra e Steuerkabel 10x2x0,8# - Nr. 252 | N | ||
| Bearbeiter: | S. Babl | Maßstab: 1:500 | |
| Ausgabedatum: | 16.01.2015 |