[Seite 1]
Wichtige Hinweise
Dieser Plan gilt nur in Verbindung mit den statischen Konstruktionsplänen, allen Plänen der Fachingenieure, der
Fachfirmen und sämtlichen dazugehörenden Plänen und Detailblättern der Architekten.
Ausführungszeichnungen und Firmen- / Planerdetails gelten nur mit dem Genehmigungsvermerk des
Architekten.
Haupteingang Maß- oder Inhaltsdifferenzen in diesen Plänen sind vor Ausführung unverzüglich mit dem Architekten und der
Hysolar
Bauleitung abzuklären.
Beton- und Mauerwerksgüten sind den Plänen der Tragwerksplanung zu entnehmen.
In Stahlbetondecken gilt grundsätzlich von oben und unten eine Bohrtiefenfreigabe bis max. 80 mm. Tiefere
Bohrungen sind genehmigungspflichtig und mit der Bauleitung und dem Architekten abzustimmen.
Alle angegebenen Maße sind, wenn nicht anders angegeben, Rohbaumaße und eigenverantwortlich vom
Auftragnehmer vor Ort zu prüfen und Unstimmigkeiten unverzüglich der Bauleitung und dem Architekten
mitzuteilen.
Tür- und andere Öffnungsmasse in Mauerwerks-, Beton- und Trockenbauwänden sind Rohbaumaße, ihre
Höhen beziehen sich, soweit nicht anders angegeben, auf die Oberkante des Fertigfußbodens.
Lichte Raumhöhen beziehen sich, soweit nicht anders angegeben, ebenfalls auf die Oberkante des
Fertigfussboden.
Die Darstellung der Abdichtungen dient bis einschließlich M 1:20 der systematischen Klärung.
Für die Abdichtung der Bauteilanschlüsse sind die entsprechenden Details zu beachten.
Abluft
Bestand
Abkürzungen Brandschutz
G
e
b ä AHD Abgehängte Decke LB Lichte Breite BW Brandwand
u
d e AK Außenkante RDF Rohrdurchführung BABW Bauart Brandwand
U
Haupteingang G AT Automatischer Türöffner RS Rohrsohle F90 feuerbeständiges Bauteil (fb)
Hysolar B
e AZ Aufzug RM Rauchmelder F60 hochfeuerhemmendes (hfh)
s
ta
n BA Bodenablauf SF Streifenfundament Bauteil
d
BP Bodenplatte ST Sturz F30 feuerhemmendes Bauteil (fh)
A B C BR Brüstung TB Trockenbau T90 feuerbeständige Tür
Sohle 452.71
UK Decke 454.91 BS Brandschutz TD Türdämpfer T30 feuerhemmende Tür
EF Einzelfundament TFA Türfeststellanlage RS Rauchschutztür / -tor
FT Fertigteil TS Trockene Steigleitung dss vollwandig dicht- und
454,76m
FV Festverglasung TR Treppenraum selbstschließend
GK Gipskarton TWP Tragwerksplanung ds dicht schließend
HK Heizkörper TGA technische
öffentl. iBg im Betrieb geschlossen Gebäudeausrüstung RWA Rauch- und
Straße 1 2 3 4 5 6 7 8 9 Medienkanal 10 11 12 KB Kernbohrung UK Unterkante Wärmeabzugsanlage
Bestand Gelände Bestand
PEw 458,45m KF Kippflügel VHF vorgehängte hinterlüftete RA Rauchableitung
Gelände Bestand KBZ Kernbohrzone Fassade NA Notausgang
ca. 455,60 RW 05
G 45 e 5 lä ,0 n 8 de Bestand D D N =4 1 5 0 8 0 .3 0 0 mNN LH Lichte Raumhöhe VK Vorderkante MRA mechanische
RS = 453.69 mNN T S = = 1 4 . 5 5 6 2 . m 78 mNN Böschung LD Lichte Durchgangsbreite VVD Vollverdunkelung Rauchableitung
45 Grad TS Trockensteigleitung
4,80 7,20 4,80 0,8%RWG DN 160 7,20 7,20 7,60 6,6%RWG DN 160 8,10 7,6 RR 0 SS == 445555..0022 mmNNNN Abb8,1r0uch TR 9,00 6,6%RWG DN 160 8,00 1,0%RWG DN 160
T S D D R
R = = W N =
S 1 4 4 . 1 5 5
= 0 2 0 3 4 2 9
4 0 . . m 5 8
5 0 1 0
3 . m m
52 N N N
m N
NN B 45 ö s G c r h a u d n
G 4
g
5 e 4 lä ,9 n 7 d m e Bes
A
tand
1 B O o K h = rp - f 1 a 0 , h 1 , l 9 4 % ø0, R 8 W 8 G DN 200 B O o K h = rp - f 1 a , h 1 l 4 ø0,88 T S D D R = = W N = 1 4 4 . 1 5 5 0 2 0 3 5 3 9 R 0 . . m 7 0 S 0 1 0 = m m 4 N N 5 N N 3.73 mNN AKB
G 4
oP
5 e
l
5 E
lä
G
,6 n 0 de
B 4
B
5 ö s
e
G c
s
r h a u
t
d n
a
g
nd
65 B O o K h = rp - f 1 a , h 1 l 4 ø0,88 F O ca e K . i n 4 = a 5 O u 4 s K , h 0 R u 0 D b m Medienkan B O a o K l h = rp - f 1 a , h 1 l 4 ø0,88
G 45
B O
e
o
5 K
l
h
ä ,
= r
9 p
n
- f
0 1 a
d
, h 2 l
e
4 ø 0
B
,8
e
8 stand B O o K h = rp - f 1 a , h 0 94
l 4 ø0,88 T S D D R = = W N = 1 4 4 . 1 5 5 0 0 0 3 4 4 3 0 . . m 9 9 0 0 3 m m N N N N F O ca e K . i n 4 = a 5 O u 4 s K , h 3 R u 0 D b m Me
B O d
o i
K e
h n
= r k
p a
- f 1 a n
, h a
0 l l
4 ø0,88
G 45 e 6 lä ,0 n 0 de B
M E F O S F
e
K a
= g
s
0
= e ,
t
8 1 r
U b
a
0 , K 8 e /
n
1 1 t o
E ,
d
2 n
G 0 p / l
D 1 o , m
e 5
c 0 b
k e
e n
npl. A S K tü t E z G wand
M E F O S F
K a
= g 0
= e ,
8 1 r
U b 0 , K 7 e /1 0 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5
c 0 b
k e
e n
npl. F O ca e K . i n 4 = a 5 O u 4 s K , h 6 R u 0 D b m Medienka
M E F O n
S F
K a a
= g 0 l
= e ,
8 1 r
U b 0 , K 5 e /1 9 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5
c 0 b
k e
e n
npl. M E F O S F
K a
= g 0
= e ,
8 1 r
U b 0 , K 5 e /1 0 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5
c 0 b
k e
e n
npl. M E F O S F
K a
= g 0
= e ,
8 1 r
U b 0 , K 4 e /1 0 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5
c
G 4
0 b
k e 5
e
e
n
n
6 l
p
ä ,
l. 0 n 0 de Q i D n B N s = F O c U e 1 1 a e G 6 K 0 . s i 0 , n 0 4 = t a 5 5 O a u l 5 / s s K n , h 0 R u 0 d D a b m Q D u N M = s 1 E 1 e 6 0 G d 0 ,0 ie 5 n l/ k s anal
M E F O S F
K a
= g 0
= e ,
8 1 r
U b 0 , K 2 e /1 8 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5
c 0 b
k e
e n
npl. A S K tü t E z G wand F O ca e K . i n 4 = a 5 O u 5 s K , h 1 R u 0 D b m Medienkanal
M E F O S F
K a
= g 0
= e ,
8 1 r
U b 0 , K 0 e /1 7 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5 A S
c 0 b K t
k ü
e
e t
n E
n z G w
pl a
. nd
M E F O S F
K a
= g 0
= e ,
8 0 r
U b 0 , K 9 e /1 6 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5
c 0 b
k e
e n
npl B 4
. 5 ö s G c r h a u d ng
M E F O S F
K a
= g 0
= e ,
8 0 r
U b 0 , K 8 e /1 6 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5 F O c
c 0 b a e
k K
e . i
e n
n 4 =
n a 5 O
p u 5
l s K
. , h 4 R u 5 D b m Medienkanal
M E F O S F
K a
= g 0
= e ,
8 0 r
U b 0 , K 7 e /1 5 t o
E ,2 n
G 0 p / l
D 1 o , m
e 5
c 0 b
k e
e n
npl. M E F O S F
K a A S
= g 0
= K t
e ,
ü
8 0 r
U t
b E
0 , z
6 K e / G w
1 4 t o
E a
,2 n n
G 0 p d
/ l
D 1 o , m
e 5
c 0 b
k e
e n
npl.
G 45 e 8 lä ,0 n 9 de Besta
1,0%
nd
RWGR DN 160 / M E F O S F
K a /
g 0
= e ,
8 0 r
U b 0 , K 5 e 1 4 t o
E ,2 n
G 0 p F O c
l
D 1 a
o e K
, .
m
e i
5 n 4
c
0 b a
k 5 O
e u
e 5
n s K
n , h 8 R
p u 0
l D
. b m Medienkanal B 4
G 4
5 ö
5 s
e
G c
8 l
r h a
ä ,
u d
6 n
n
g
0 d m e Bestand
RS = 457.86 mNN A L T
G
R
A H
R
H
b B k ürz V
F
R
L u a
o
e n
e
b
r
r
i
g
s
n
s o
c
u e
r
r
a
h
c b n
u
u
h e
m
n
s r S e t
g
i o i e
s
c n r
g
h h
e
d e a
w
e lt
ä
u rb
c
n
h
g e
s
r
h
e
a
ic
u
h
s
e E -TS E Tr in o s c p ke e n is s u t n e g igleitung
A 0 0 AK Medienkanal AK Medienkanal B O o K h = rp - f 1 a , h 0 l 4 ø0,88 AK Medienkanal AK Medie G 4 n 5 k e a 5 l n ä , a 6 l n 5 de Bestand AK Medienk R a S n a = l 456.82 mNN A G 45 e 8 lä ,1 n 4 d m e Bestand
5, DN150
4 5 Schnittflächen Symbole
002 ND GWR %5,1 G 45 e 4 lä , s/ 8 l 95,71 n = Q 4 d m e Bestand P ( B a
- E A
o b
N W
o e
in
f f s m
e
P e
l - e
.
S u
n e H A
i t t
e
c
s
r u
- b
h a
s W
n
B s
a
u
li g
e e a
s c
n t
a
r u
h i
g z
n
t
t
w
t
b
i
≥ P
o V B
e a 1
n
u
o
c s
e
1
s
m k
r
s
s a f
e e
t l
p
u a n
n r e
t
h
n la
a
d
2
g
l l t
e
/ u s ng) U So K h D le e 4 c 5 ke 0 . 4 7 5 9 2.89 G 45 e 5 lä ,0 n 8 de Bes G el ä n d e ( n e u) tan O K F F ± 0, 0 0 = d F O ca e K . i n 4 = a 5 O u 3 s K SS
, h 5 WW
R AKBoPl E G
u 0 D DD
b m NN
M 11
e 00
d 00
ienkanal
5 7,23 M Be e s d t i a e n n d kanal U S
F O c
o K
a e K
h
. i n 4
D
=
l
a
e
5 O u
e
3 s K ,
4 c
h 9 R u 5
5 k
D b m
e 1
M
. 4 5
ed
5 7
ie 3
nk
.7
an 7
al
7,01 2.71%
F O ca e K . i n 4 = a 5 O u 4 s K , h 0 R u 0 D b m Medienkanal AKBoPl E G 5 8,22 F O ca e K . i n 4 = a 5 O u
U S
4 s K , h 3
o K
R u 0 D
h
b m
D l
M
e e
e d
4 c
ie
5 k
n
e 1
ka
.
n
4 8
a
5 4
l
4.04 / 455.00 B IN E R A E B I S C T H . M Ü I . T M T E W D - I P E L N A K N A U N N A G L
F O ca e K . i n 4 = a 5 O u 4 s K , h 6 R u 0 D b m Medienkanal
U So K h D l
F O c
e
a e
e
K . i n
4 c
4 = a 5 5
O
k
u 5 s K
e 2
, h 0 R
.
u 0
4 6
D b m
5 9
M 4
e
.
d 8
ie 9
nkanal F O ca e K . i n 4 = a 5 O u 5 s K , h 1 R u 0 D b m Me
M B
die
e
n
e
k
s
a
d
n
t
a
i a
l
e n n d kanal B IN E R A E B I S C T H . M Ü I . T M T E W D - I P E L N A K N A U N N A G L
F O ca e K . i n 4 = a 5 O u 5 s K , h 4 R u 5 D b m Medienkanal
RWGR DN 160 B IN E R A E B I S C T H . M Ü I . T M T E W D
F O ca e K
-
. i
I
n
P
4 =
E
a 5 O u 5
L
s K
N
, h 8 R
A
u 0 D
K
b m
N
M
A
e
U
d
N
ie
N
n
A
ka
G
n
L
al
S U o K h l D e e 4 c 5 k 3 e . 7 4 5 55.95 Revi S
B
W S t
e
ic U a
t
h h
o
- t S l
n
b b
f
t e e
e
a t t
r
h o o
t
l
i
n n b
g
e
te
to
il
n W
W
W W
A
S D D W
W
W W a
a
a a n
n
n n d
d
d d s
a
d d c
u
u u h
s
r r c c l
s
i h h t
p
z b b
a
r r
r
. u
u
v c
n
e h
g
rdeckt O O U
U
K
K
K K R F R
A
F D F
HD
O O U
U
n
n
b b t
t
e e e
e
r r r
r
k k k
k
a a a
a
n n n
n
t t t
t
e e e
e
F R
A
R e o
b
o r h
h
t h i f
a
g d u
n
f e ß u
g
c b ß
d
k o b e
e
d o
c
e d
k
n e
e
n
7,20 S in W s E D G N 50 7,20 Magerbeton BD Bodendurchbruch UKUZ Unterkante Unterzug roh
D D RW N =4 1 5 0 2 4 1 0 . 9 B 0 2 e s m ta N n N d Gelände Bestand RS = 456.87 mNN Revi Mauerwerk KS BS Bodenschlitz OKBRK Oberkante Brüstungskanal RS = 453.41 mNN T S = = A 6 4 . 4 W 0 8 4 . m 88 mN Q D N N = 2 1 5 5 0 ,90l/s G 45 e 4 R lä , S 9 n 2 = d m e 45 B 2 T S S D D . = W = e N = 6 6 4 6 4 s . 1 4 B 5 t3 m 2 a 8 4 e 9 0 . N . n s m 5 9 0 t N d 4 3 a n m m d N N N N B a O = o K h 2 = r , p 4 ± f 0 0 a , h m 0 l 0 w m a = n i t 4 d S 5 Ø p 5 r , 6 0 it 2 z 0 b c e m to , n f T r S S D Da e = W = N =u i 2 4 4 s a . 1 5 0 5 3 f 0 2 u 1 5a 7 0 . . s m 6 c0 0k 9 h8 r u m m a n N g Ng N e N n d d =15cm 20 SSWW DD 4 NN 5 110000 55 P U f K a h = l k - o 1 p ,1 fb 6 a = lk 3 4 e , 5 n 8 3 0 9 ,8 5 4 /80 cm SW DN 50 90 AK Medienkanal 6,30 90 3,90 B O au o K f h g = r e p l - f ö 1 a s , h 1 t l , w 6 rü a c n k d v ø er 0 a ,6 n 2 kert 90 AK Medienkanal F O e K in - a 0 u , s 9 h P U 0 u f K a = b h = c f l ü k a - r o 1 . p B , 4 1 f 5 P b 6 4 a E = , l 1 k G 4 0 e 5 n 3 9 ,8 5 4 /80 cm AKBoPl EG R D D D S T= = e r N = a 4 4 v 4 i 3 , i 5 n 5 s 3 A 0 0 a 4 c 6 K 0 , g , h m 3 6 B e a 0 6 o c P h ( l U t E K 0 G 2 RD EG) AK Medienkanal M E F O S F K a = g 0 = e , - 6 1 r U b 0 , K 8 e /1 2 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. M E F O F O S F K a e K = g i 0 n = e - , - a 6 1 r U 0 b u 0 , , K 7 e s 9 /1 1 h t 0 o E , u 2 n = G b 0 p / c f l D 1 ü o a , r m e . 5 c B 4 0 b k 5 P e e 4 n n E ,1 p G 0 l. RS = 457.24 mNN M E F O S F K a = g 0 = e , - 6 1 r U b 0 , K 6 e /1 1 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. AK Medienkanal M E F O S F K a = g 0 = e , - 6 1 r U b 0 , K 5 e /1 0 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. RWG DN 1001,0% M E F O S F K a = g 0 = e , - 6 1 r U b 0 , K 4 e /1 0 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. F O e K in - a 0 u , s 9 h 0 u = b c fü a r . B 45 P 4 E ,1 G 0 456,57 M E F O S F K a = g 0 = e , - 6 1 r U b 0 , K 2 e /1 9 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. AK Medienkanal M E F O S F K a = g 0 = e , - 6 1 r U b 0 , K 1 e /1 7 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. AKBoPl EG M E F O S F K a = g 0 = e , - 6 1 r U b 0 , K 0 e /1 8 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. RS = 457.02 mNN M E F O S F K a = g 0 = e , - 6 0 r U b 0 , K 9 e /1 7 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. M E F O S F K a = g 0 = e , - 6 0 r U R b 0 , W K 8 e /1 7 t G o E ,2 n D G 0 p N / l D 1 o 1 , m e 0 5 0 c 0 b k e e 1 n , n 0 p % l. M E F O S F K a = g 0 = e , - 6 0 r U b 0 , K 7 e /1 6 t F O o E ,2 e n K G 0 i p n / - l D 1 a o 0 , u m e 5 , s c 9 0 b h k 0 e u e n = b n p c fü l a . r . B 45 P 4 E R ,1 S G 0 = 4 G 4 5 5 6 e .9 7 0 lä , m 4 n N 5 N de Bes A t K a B n P d E M E F O G S F K a = g 0 = e , - 6 0 r U b 0 ,6 K e /1 6 t o E ,2 n G 0 p / l D 1 o , m e 5 c 0 b k e e n npl. AK Medienkanal F O e K in - M E F O a 0 S u F K a , s = 9 g 0 h = 0 e , - u 6 0 r U = b b 0 , K 5 e / c f 1 4 ü t a o E , r . 2 n G B 4 0 p 5 / P l D 1 o 4 , E m e , 5 1 c G 0 b 0 k e e n npl. B 45 ö s G c r h a u d ng Gelände Bestand B T T B B es M F ta a e n s t d a e s l r l z w s e t a ä m n n e d d n e t rwand D D A D D D e e c c k k e e n n a d u u s rc s h p b a r r u u c n h g O O K K B B R F O O b b e e r r k k a a n n t t e e B B r r ü ü s s t t u u n n g g r fe o r h tig
458,15m Wärmedämmung
G 45 e 4 lä ,8 n 9 d m e Bestand RW Q DN = 4 7 0 5 0 ,08l/s RS = 452.92 mNN B S e ch st ä a c n h d te Q 1 , = 5 % 5 G O 7, R e K 4 W 9 l F ä l G / F n 1 s , d D 5 ± % e N 0 2 , ( S 0 n 5 W 0 0 e u D = ) N 4 2 5 00 5,0 Böschungskrone 0 Baugrube B 4 R 5 ö S s G = c r h 4 a u 5 d 3 n . g 03 mNN F F B O = e e e K c i s r a n m t - . g a 1 e 4 e u ,0 5 s s 0 t h 4 G 4 e u , 5 i 0 e n b 5 T S D D R 0 l / ä , = = W N = 0 m 2 n 4 4 8 . 1 5 5 d 0 0 N m 0 3 5 6 7 e 0 . . N m 0 0 0 1 B 8 Q S R m e m W S s N = N t = N N D 1 a 5 4 N n , 5 3 9 d 2 3 0 , 0 . 7 5 l 0 / 6 5 s mNN B 60 ö C B s G c r h a u d ng Bau wasserhaltung E1 + Sicherheitsdrain f D B F O le 1,20 1,35 i Draingraben mit Drainrohr D N150, 0,0 % Gefälle N e e K x i g i n 1 b - e RS= - 4,70 m = 450,30 = (B G w) a 5 l 3 e r u 0 a , s s Kiespackung + Filtervlies 2 d h D 5 iu u r = s b a 1 7,20 i r 4 n = , 5 2 r 1 o 1 0 , AK BP h , 5 7 r 0 D 5 5 m N 0 A 1 2 6 K 5 0 BP F O T S D D R = = e N = e B 8 K 4 4 v 4 i S E 0 n . ö 1 4 i 5 9 s - B 0 0 a s 5 ø c 5 1 G 0 4 . T . h c u m 0 0 , 0 0 , - a 5 r h 5 s , 0 9 B a 1 c 8 u h m 1 h m A d 6 5 n u t N - N R Ü D D D S T A R = 0 g b a S R R N N 1 u u W e b r N . i 4 S = t E = s = 0 a 2 s v e 5 1 = U 5 D i 1 f 4 i 0 4 n r 4 s ü G N 4 . g ( 0 , , 5 2 5 5 h c 0 h 9 + a 1 0 3 0 0 5 o h 9 r 5 0 2 . b 0 u 3 c , . R . 0 a m , 0 0 0 e 3 h 9 n c ü 5 3 0 ) s 4 m g h c c N t ( k h g N O 0 s 1,74 a e R 1 t K c m S a 2 h u , = G . 6 t k 4 9 e l 4 a l 9 ä 5 5 5 50 3,22 2,32 95 1,00 1 p .3 , n p 0 6 d % e m 3 e AK BP N , ) S 2 N W 4 DN 200 1,00 AK BP SF 1,00/0,60 FS= -4,84 1 1 , , 0 0 SW DN 100 0 0 1,33 S FS F = 1 R , - 0 4 e R D G 0 , v 8 7 7 i / i N e s n 0 4 1 1 c f 1 g , ä h 5 5 6 5 l a l e 0 l 0 c e i h t u R t 0 S n % S W g = w D a 4 ra a 5 1 1 i g 1 n , , 0 0 e , a 0 0 0 r g 0 e e c m ht NN 2 5 , 48 SF 1,00/0,60 7
25 1,90 60 3,00 50 1,00 1,15 1,50 6 2 3 FS= -4,84 5 5 1, B D R K 22 i S a r e a 5 u = s F O E F in w p V e S F K - g e a i a = n r 4 1 r - c b s a a , , - i K k 5 9 7 u n 5 s K b u , G 0 d s , 0 1 e i e 0 e u n / h 0 m 1 r D 4 n s n u g h f , N g = i 9 b l 1 m a t = + 1 0 e U , 4 l 0 9 r / i m t 4 4 0 t F 0 0 l u o 9 , 5 l D i ä 8 i k n l , . 0 t A u 9 0 a r A e g f 0 a , O l K i 3 b r g a i K v E s k n 0 n B V = l e t a r i 1 . e P e i o = r t U 3 r b s s b + h , d K e ( 0 i K n r r i K B 0 t a S F G d e i D m i G e S u n n i D s c n N w f N g3 h il 1 t , ) 1 e U e 0 5 0 S F r m0 r 0 0 l S h F o l , ä i = k e . 1 u 0 a A i , f - O l t , i 0 4 b g 0 a s K 0 , s k n 8 % d / = e t a 0 4 . i r r t U , 3 b s a 6 G , d K e i 0 0 r n i e 0 t a F e m f i 2 S n n ä , 1 4 l , l 1 0 7 e % 5 5 ,3 S 5 W DNB 8 F O F O 0 e e 2ö K K 0 i i s n n G 0 B a O - - c a a = r h o 4 3 K a u u u h , , 2 6 d s s 9 2 = n r , , h h p 1 5 4 6 - g u u 1 f 0 0 a = = b b , 1 h m E F F O 4 4 E 6 lw e S F 5 5 K 1 m = i 0 1 = a n 1 - ( , , n i a 4 h 0 7 t , - 5 6 d 5 u 5 o 9 5 S , 0 , s 3 1 c Ø 0 p / h h , 0 13 4 r 8 6 u i ) ,, t 1 1 4 = 2 6 b 0 z , , 0 b 0 6 6 c 4 / e 0 0 m 4 0 t 9 , o , 8 , n r 9 0 ü a 0 c u k s v fa e c ra h n u k n e g r t d 8 = 0 15c Böschung 1 m , 80 Grad 1 5 , 7 1 5 1 2 65 80 34 89 4,24 1,60 1,00 35 ,1 7 7 7 5 5 1,23 1,15 60 1 1 , , 2 2 P U 0 0 f K a h SF 1,20/0,60 = l k - FS= -4,84 o 1 p ,1 fb 6 a U d = 5 5 l 1,41 2,97 1,32 = k K 4 e 0 4 B 6 B 5 n , , 0 ö 6 0 U = P 3 s 9 0 7 G F , G 2 c - 8 5 5 e 6 = r h , 4 / a 1 A i , 8 A u n 2 O d 0 Z 0 E 1 n a K 0 S K B , g u c 3 U 6 = B T s B m , 5 R F U K 3 - h P D 4 B S e 0 2 B a S u G 4 A i u ø = , W b n P 8 2 s - A 0 a 4 S S i , 5 n U D , - 8 4 Z u 1 W i s 6 t G 9 N 0 s 6 1 5 , U 1,17 60 1,23 1,70 . _ U 4 3 h 1 E G 1 0 K u 0 N 0 S m b B T = N L P B 4 N D D 4 - N 6 8 ø 6 6 , 1 , 2 0 6 0 0 0 4 , 0 0 0 1 9 1 5 7 R 4 7 S 8 5 A R = 5 K S 4 5 5 21 82 1,66 34 89 1,50 1,41 60 1,70 60 35 2 = 4 B Böschung 2 9 4 P . 5 4 3 80 Grad 9 1 . 3 m 1 3 , N 8 m N 1 8 N ,4 N 65 Verbi K n K G d ie u 3 D s n , f 0 N g i Q S l R t 0 1 e U W S = 0 E F r m = 0 D l 1 S F o l 5 4 ä N i = k . , 1 5 3 u 6 a A 2 3 , , f - 5 O l 6 i 1 0 . 5 b g 8 a l 0 7 K 4 / , s k 0 n s 2 5 / = e t a ü 3 4 . i r . t U , 3 N b s 1 , d K e N 0 6 5 5 5 5 5 70 29 1,62 2,72 35 3,16 70 53 r i 0 t / a F e 1 m i S n n ,0 B 8 F O 0 0 ö e K s G i c n SW DN 150 - r h a a 5 u u d , n s 3 g h 0 F u i b nor D FI N N O 15 R 0 3,00 B 8 F O F O 0 e e ö K K Böschung i i s G n n c - - a a 80 Grad r h 4 3 a u u u , , d s s 9 2 n h h 1 5 F O g u u e K = = b b i n 4 4 - E a 5 5 4 1 u 0 1 , s 9 ( , , h h 0 7 1 u o 9 5 = b c h 4 E ) 5 1 0 ( , h 0 o 9 ch) B a O = o K h 2 = r , p 4 -1 f 0 a , 1 1 1 h m 6 6 3 6 l 9 w , , , , 4 4 m 0 = a 3 5 5 0 n 5 i 4 t d 5 S 3 Ø p , r 8 6 5 2,57 it 4 2 z b c e m to , n rü a c u k s v fa e c ra h n u k n e g r t d=15cm BPSP - UK 1,0% 5 5 1,66 1,35 3,12 2,72 SW 3 U d , F O 5 D = K e 9 K N F O 0 i B n U d , e 2 K - 3 6 P a = 0 i K , n 4 0 u 0 0 0 - B - a , s , 0 4 9 4 3 u P h , 1 , 0 8 s 9 u - h 4 = 1 b 4 u , = 4 = E 5 b 5 4 A 1 4 4 E 0 5 K 5 = ( , 1 h 0 0 a S 0 B 4 u o , W 9 ( , 1 s h 0 5 P c 6 o 9 U D 0 h c , G N ) 4 h 1 6 ) 00 R S E S B B = T D - 4 B 4 ø A 9 0 . - 2 , S 1 2 i 6 t m 1 NN V 3 e , r 0 b 0 i K n K G d ie u D s n f N g ilt 1 e U 0 r m 0 lo 4 5 5 l 66 2,00 70 1,35 2,12 2,72 ä i k . , u 2 a A f O 0 l i b g a K s k n = e t a . Q S R i r t U 3 b s W S = , d K e 0 = r D i 1 0 t a F 1 e 4 N m i , S n n 5 1 1 3 4 5 . 9 l 0 / 9 s E F 6 ü S F . 7 N = 5 4 N , - F O 2 5 e 0 , K 2 i / n 2 4 - a , SW DN 150 5 0 = u , 0 s 3 4 / h 0 1 4 u , 9 0 b , 0 76 Revisc 2 h , a 3 c 2 ht 5 SW 2,985 RS a a S S u u = W W s s 4 U U D D 49 G G N N 5 . 2,24 1,26 60 1 1 1 5 0 0 0 0 mNN 3,00 R SW DN 100 1,0% S = 44 R 9. S E S 1 S E B 7 B = B T m B D 4 - T N 4 B D - ø 9 N B A . 0 ø 1 A - , 0 S 4 1 - , S i 6 m 1 t1 i 6 t N 1 A 3 N F O F O K , e e 1 K K i i 4 B n n - - a P a 5 4 u u , , s s 8 9 h h 1 1 B 8 P U F O F O u u = 0 = e e b ö f b K K K a i i s n n G 4 4 E h E = - - c a a 4 5 l 2 r 1 h k 4 3 a u u 9 - 0 u o 1 , , ( ( d s s , , 9 2 t n p 1 h 0 , h h i 1 1 5 1 e g f 9 o 9 u u b 6 2 f c = = ) b b a , h = 8 l 4 4 E k ) 0 4 5 5 e 1 5 0 1 n ( 3 , , 3 h 0 7 9 , , o 8 9 5 5 0 S F E F c 4 / 0 8 S F S h F O F 0 = ) e = K 0 1 i c , n - E F , - 6 m - 4 3 5 a
S F 0 , 0 5 , u 8 1
/ / , 1 0 s 1 4 1 2 4 ,
h , , , 0 6 6 6 3 3 u 0 0 , 0 0 b
0 / / 1 4 0 1 , , 6 6 3 0 0 ,4 /0 0 ,90 5 5 Q D U D D 1,30 76 1,34 60 70 1,35 83 2,17 N r m e = o 2 c 1 0 k s k , 0 , e 2 s 6 0 e e h 7 0 ü l r 5 l a / d R . s V b a S E e a a S S l c a r u u G = W W b h u s s i 4 3 n K f K U U D D 4 , d 1 G 0 i 9 G G N N e u . 0 0 s n 1 1 D 8 f 0 0 g i N l 0 0 m t e U 1 N r 0 m N l 0 o lä k i. u a A f O l i g a b K k R n s = e t SW DN 100 1,0% S a . i r t U S E 3 = b s , B d K e 4 0 B R D G r i T 4 0 t S E a D F e i N R 9 e - m n i B B S n n . f B S 1 1 ø g ä T A 0 D 0 5 l = l - e - l B , m 0 S e 1 4 i ø t A R i N 4 6 u R 0 t 0 1 9 - S N n , S % S . 1 2 0 g = i 6 , t 7 4 1 = w 4 D m 5 4 a 4 r 9 N a a 5 . N 8 i g 1 n 6 1 e , a 0 m , r g 4 0 e N e 7 c N m 5 ht NN SF 0,60/0,60 RS FS= -4,84 = 449.8 6 6 6 3 0 0 0 mNN 4 4 2 2 5 5 1 2 , 3 , 0 2 , % 0 0 0 RW D 5 5 2 4,62 1,31 60 60 1,35 N 10 3 0 R , S 0 0 = 449.90 1 S E m , B 2 ø N T 6 0 N - 5 , B 1 A 6 - a R S u W it s 2 U D G N 100 R V K O K S e G i K e 1 r = = s b D2 f i 4 i n U,N l 4 B D R K t 6 d e K 9 10 u i r a r S . 0 e V 9 n F a l u 0 o 1 = e s g S i k n r w m i p b . U a - g A a N i l a m n K K 6 r a N b c d s G a i l n , s e ä k u 3 s b t a A 3 3 s u n u . D 1 r f e f , , e K g 3 i b i n 0 0 N l g m t r , n e e U 0 0 0 g k 1 B h i r 0 t e 0 m m e B I P a 4 + l m i 0 n o t n l s l 4 ä i k e t i d t F n . u a 8 u r A f D r O l i a i , e n l g a e b 6 t i K n r k e n s g n 9 a = i e t a r c . m i i h v r E t n U 3 b s h l 1 , r d K o i 2 e 0 , e N o 0 r i 0 t a f F % s e h N m i S n n r 1 R ( D - W 1 0 N 2 , D 1 5 , N 6 5 6 0 0 1 , 0 m 2 0 , 0 1 0 E , 2 0 % (t S F i e S G F f = e ) 0 ) , - f 6 ä 4 0 , l 8 l / e 0 4 ,60 3 3 , , 0 0 0 0 F O S F U d= e S F K K i = n B 0 0 - a , P , - 3 4 6 4 u S E 0 , 0 - , s 9 B 8 4 ø / h 1 T 0 4 , 0 u 5 - , , = B 6 b 4 1 A 0 6 4 E = - 5 S 1 a R 4 0 i u t W 5 ( , 2 s h 0 0 o U 9 D ,4 c G N 6 h 1 1 ) 0 2 0 R F O S e K = 5 5 25 17 2,67 in 4 - a 4 4 u 9 , . s 9 9 h 7 1 u m = b N 4 E N 5 1 0 3 ( , h 0 ,0 o 9 3 0 c ,1 h 7 ) 5 5 5 5 5 70 1,33 4,62 64 70 60 60 175 6 6 0 0 B a O = o K h 2 = SF 0,60/0,60 r , p 4 -1 f 0 FS= -4,84 a , 1 h m 6 lw m = a n i 4 t d 5 S 3 Ø p , r 8 6 it 4 2 2 z , b c 2 e m 2 t 5 o , n rü a c u k s v fa e c r 3 a h , n u 7 k n 5 e g r t d=15cm 5 5 70 64 62 1,04 1,28 3,97 60 D U D Q D r m e 3 N o = c , k s 0 1 k 0 e 0 s 0 , e 6 0 e h 7 ü l r a d l . / b s a E l c a G h uf 2 E FS F 1 = , 1 9 , - 0 9 5 F O 0 , e K 0 / i 1 4 n - , a 9 5 u 0 , s 1 /0 h 0 , u 8 b 0 1,85 95 3,00 2,64 P U 62 1,28 f K a h = l k - o 1 p B D R K U ,1 f i K a r S b 6 e a a B u = s = i l n P k w p - 4 e g a - a 5 n 4 4 r c s 3 a , , 9 k 5 0 , s b 8 5 u 4 0 e e 4 / n 8 m E F ( V r n 4 g 0 h e S F 1 5 m r a = = c + b , 0 1 9 m l i , i n , - K t K 0 4 t 4 F 9 5 u d G i 6 5 0 D e , i u n 0 l ) / s 1 t n D 1 r 4 e f g g a , i , N 3 l 0 r t 9 i e U v , E 1 n 0 0 0 r l 0 m r / i 1 0 l e 0 0 o ( o l ä B , k s + h i 8 . u a G r 0 A f O l i S g a b D w K k i n s c = e N t ) a . i h r t U 3 1 b s e , d K e 5 0 r r i 0 0 t a F h e m 2 i , S n n e 2 0 i ,7 t ,0 s 2 % d 5 r a G in efäll 2 e
R ,8
S 6
= 449.25 mNN 5 5 70 64 84 32 33 65 70 4,27 60 3,00 E F E F S F
S F 6 = 5 1
1 , - 3 ,
5 6 6 F O 0 , 0 1 , e /
0 K 1 / 4 i 1 4 n , - 3 , a 6 0 5 u 0 6 / , s 0 / 2 5 0 h , 0 9 , u 9 0 b 0 S a S u W B s D U D G N ø D U D Q D 0 1 r m e , o N 0 c 1 = 0 k s k 6 1 0 e s e 0 , e h 6 0 7 ü l r a d . A l 3 R b / a s E , K S l c 0 a S F G h 0 = u B S F f 4 P = 4 3 0 9 U , - 6 . 4 2 G 0 , 8 8 / m 0 4 , N 6 N 0 B D R K Q DN i a r S = e a u 1 = s 5 i 6 n , w p 7 0 7 - g 4 a , a 6 6 r l c / s a 3 s , k 3 F O F O s b U u 1 e e e e K K K n 7 i i m r n n n B , B a O g
- h 1 a a = P o 5 4 m K 7 a u u 4 + h , , 5 2 s s l - 4 8 9 i = r t 4 h h t , F p 1 1 8 u 4 - , u u D 1 f i 5 0 , n a = = l b b 6 , t 4 r 1 h e g m 9 4 4 a E E 6 l ( r w 4 5 m 4 i v 2 1 E n m = 9 0 5 a l r 3 i ( ( 2 , , 0 n i e N 4 o t h 1 0 t , i , d 0 e s 5 o 9 9 S h 4 N 0 f 3 c 6 Ø r p ) h , ) r 8 ( D 6 ) i - t 4 2 z 0 N b , c V K O K 1 5 e m e G i 5 K t 0 e o B 8 F O r , = s 0 b m n D 0 e r ö f K i , i ü n U a N l i s t n G d c 0 E e u K - c 1 a u k r s r , h 0 3 2 a u n 0 v F l f u 0 o , a g e d s S % 2 ( n k c i h r t 5 . U a g a h i u A l e m n G u = b a b k f n l n s ä e 4 ) e g t a ) u 5 . f r r ä f t d 3 1 b ig l , = e , l 0 k 7 e i 1 0 t e 5 e 5 m it n s c d m rain 1,3 40 95 70 35 6,56 60 0
21 3,00 3,00 70 SF 0,60/0,60 FS= -4,84 37 60 Feinaushub E1 (hoch) OK - 4,91 = 450,09 AK BP U G B a O R D D S T = Bau wasserhaltung E1 + Sicherheitsdrain o K h = = 2 e r = = r a Draingraben mit Drainrohr D N150, 0,0 % Gefälle , 3 4 p v 4 4 - i 0 f , i 5 0 n 5 a s 6 , RS= - 4,70 m = 450,30 = (B G w) 1 2 h a 4 m c 6 9 l , g , h w m 0 Kiespackung + Filtervlies 6 m = e a a 0 6 n 3 i c 4 t D d , 5 h ( S 7 U 5 N Ø 6 t p , 5 r K 2 0 6 i 3 t 9 2 3 O B z R 0 b e c K D e 0 r m m t = o , E e n 4 fr a G 5 e u 5 i ) s , a 1 f u a 8 s c k h r u a n g g e 7,20 n d d =15cm C B 3,82 Böschungskrone Baugrube G 45 e 8 lä ,2 n 2 d m e Bestand
S
E H L G A G A M K : : : : : L b
S
e R A E K H G ü k
a
w o l l ä f e l ü a e
n
t g h l u e i s k t
i
r z e
t
r e n z r e t
ä
u m m r k g u
r
o E M L n e e e a g n s ö d i / b t n g b i r e o F i e e c n r a h l m n / c G T L T ö E h A W G b A i p : n e A : P F b l l a G : a / : a L r G u T e n T e u a t e e i r b o e t b r c a p e a b ä m o r h g l n u ä u a r n a w s m u d n i t t s e d i e u e p o c r e - n l l n k l h n p f g s l e . l . - n. 0 G R R A D F A 1 B H M b F n a . : c : 0 : s u : 0 i m c 1 h s t R G l P S M G D D B R t s i e c u t o a a e a f r l e h a a m l u t d u c c u ä t t z h s n a e h k e m m p c f l d l e b l d n l ä h R b n b e f n e e m l c e u e e ä a l m t c h o a k m z c u n k e a n l e t h m u e e m n t i e n e i c r h d e i h g r a ö u i r n a l h n u l e g ng L 1 2 3 4 5 6 7 8 9 ege A S S S L L S F W n a a l n i i t y i c c a a d e b b s s h h n h s e t o o t e t t r d l e m b r r b i m c t t b W n e e r r h a e e e w t t u o o s a n n a e n c n n n n n . r , w w S d w d b u a a B o e e n D D G n n r 3 g b b e e k d d e a e e t t s s w K s a a h r y y b i i ä S f a s s l l l v n a c n ä t t e e e u r h d c e r m m m s e w h h B l m t e e o v a e i e p e u n s r r . a r s g T k la H st
All m a n d ri n g
G 45 e 5 lä ,3 n 4 d m e Bes G 4
ta 5 e
n 5 lä
d ,2 n 6 d m e G 4 5
B e 5 l
e ä ,1
s n
t 9 d
a m e
n d Bestand
PEw G 45 e 5 lä ,3 n 2 d m e Bestand
P Z B
G 45 e
a o e
Böschungskrone 5 lä
h
. G el ä n d e ( n e u)
s s
Baugrube 5 n
. n t
3 Böschungskrone
d
a
≥ 1,00 m Lastfrei 0
m O K F F ± 0, 0 0 = 4 5 5, 0 0
S /
e
F n
Baugrube 1
B
t d u i
e
c n
s
k -
t
d
a
s A
B 4 B 4
n
a
5
t
ö R 5
d ö
b o
s S
m
G s G
c
b f
c
= r h
f
r h
a
e r t
a
4 u u
d
a u
5 d
n
n
n
3 g
n c
. g
t
5
h
3
k
m 2
/ + v
1,5% RWG DN 250 1,5% RWG DN 250
N ,3
N
e
35
rs
F F B O =
F F B O =
e
e e
e e e
e K
K c
c 1 i s
i s Q = 53,80 l/s
r
r
t
a
a n
n m
m
z
, t
t
R .
. 5 g
g a
a 1
1 e
e
t
S 4
4 0 e
e u
u ,
, 0
0 T 1
S D D R 5
5 s
s s
s
= 0
0 = ,
W N = t
t h
h 4
4 0 e
e 1 4
4 4 u
u ,
, 0
. 1 5
5 i
i 0
0 5 0 5 n
n b
b R 0 3
4 5 8 0
0 5 /
/ 0 .
. . S m 4
R 1 6 0 m
m 1
1
0 5 S T S = D D R 6
= m
m = N
N m W N = 4 = 5
2 4 4 5 N
N N N
N . 1 4 5 5 0 4 1 N
N N 0 5 3 5 7 . 2 2 0 3 . . m 5 6 3 0 .5 3 5 m 5 B 4 m m N ü 5 ö N N . N N s N N G N c R r h B 6 1
W a u 0 ,
ö d G 4 5
G n s G 5 0
2 g e c D 5 , r l h 0 B 6
N ä a , Z U O L D % u 7 0 ö 2
n d 2 i N K s
n
0 K s ,
5 d G
t - 0
g m e
B 4 8
0 c
G
2 T
D
E
F
e O c T
AK Neubau r 2
5 r
a 5
5 h
ö n
R a a a
5 n 5
0
K B e u
s . S 0
G n d
k 0
BoPl Müllhaus n
c e 4 k
= = m
= r h R g
s 5 a m 4 =
u 4 S
F t 5 d 5
5 a 4
n e ,
3
3 n 1 5
g i ,
. 4
n 4
6 0 0
d 5
2
2 a , 3 9
m 9
u m
ü . 2
4
2
. s N
N 3 5
= h N
N m
u + b N
0 N
, Feinaushub E1 (hoch)
1 7,20 7,20 7,20 7,20
0 7
OK - 4,91 = 450,09 3
5 5
AK BP
B O c F O 0
a e
e K K
. i
5 r n
e 4 =
, a
8 i 5 c 4 u
F 7 R 0 h , s 9
e S , 8 h
Z 1 R i G 4 = n S E
2 u i 5 S n a e
4 b B
6 ø
s
u l 5 T S E
ä , 4 0 S E
E
3 t s S E
1 4
e B
n 5 ,
. B B
h ø
1 5
8 1
0 B
ø
r R R ø
T
d 0 4
9 A T
u 0 1
1 R
R
R
n 6
m T
0
( S S 0
, . S E
e
,
b ,
,
e
S
S
S B
5
ü h
0 ,
1 B 5
5 ,
S 1 B
B
7
. = = 1
o A
9 6
ø
B N
=
= A 8
8 6
U d
i A 6
T t
m c 4 4
0
N 2 5
5
e
4
4
4 S
K
4 4
h S
,
N R
B U S 4
4
4
s 1 0 a
a a
a a R
R R
R R
9 9 i
) B i
t 9
9
9
N S
A u
u u
u u i
6 t
. .
t ,
2 K W
W W
W W t
4 4 2 .
.
. 3
a s
s s
s s
P 2 3
3
3
=
1 5 B
S 0
n 2
5
8 U
U U
U U D
D D
D D 4
m m P
i
d G
G G
G G m
m
m
t 4 N
N N
N N 4
2 N N 2
2
2 2
A 9
, N
N
N - 1
1 1
1 1
5
N N ,
,
, , .
4
K A N
N
N 9
9
9 9 3
0
0 0
0 0
4
, 0
0
0 0
0 0 4
4
4 4 K 5
B ( m
4
B 6 4
P N N
0 5
ö (
e 4 N
0
s G u 5
c , 5
5 2,66
1,67 1,68 4
b
r 0
h a 6
a ,
u 4
d )
u
n 1
1 6
R R R R
g ,
,
1 )
S S S S
3
3
. 5
5 O =
=
5 5 5
5 62 2,07 2,57
37
5,70 4,65 6,70 3,00 3,00 3,00 3,00 3,00
5
5
Q R R 4 4 4 4
G 4 4 4 4
W S =
- 9 9 9 9
D
= . . . .
4 D 4 3 3 3
G
8 0 7 4 2
4 N , 5 7 m m m m
3 2 8 G 4 N N N N
. 5 OK = Feinaushub 9 AKSF E G l 5
0 R
/ N N N N
e
0 s 4 S
l
ca. 453,50 mNN ü ä ,
4 .
9
5 n
N 9 7
0 4
d
N 5 m 4
e
SF E G 0,50/1,10 1
1
1
1
1 1 9
1 . ,
,
,
,
, ,
B 2 0
0
0
0
0 0
9 9 UKSF= -1,14 m 9
e 0
0
0
0
0 0
, , 5 5 3 s m
5
5 5 t
9 N
a
0
5 5 N
nd
D i Böschung n Q R R 5 SF 1,00/0,30
SF 1,00/0,30
N sW R 45 Grad 0 = 5
E 1
O c FS= -4,84
FS= -4,84
4 0
4 DG
a 5
U ,
K N 5
. S U 0
K 3
4 A B 1
- = F K
B l 2
5 R
/
0 K o s S 5
F F B O
E
P 5 W
, P 1
4 B 8
F
e e
N V
, e
G K ,
l
1 E 0 0 D
=
i i 5
ö e
r
e
n n
M
0 m
G N
r
= 7
s
0
( G
u
a a
b
4 2
2
c
ü 5
, 1
m e
b
u 1
i K
u
5 c r
M n
h
5 ,
,
l K
, 0
a
l a
s 0
0
a a G
0 1 d
h u
5 O 0
i
= ü h d
u 8
8
e
u .
/ u
4 a V
n
, 1 D
l 1
u s
4 5
5
K s 4 n
m
l + u e
g
h ,
, f
b h N g
0 0
5
1 i r
0 s l
a
% b
t
u
) 1
0 1
, e U
0
u i K
1 b 0
, n
r
F , K
m
7
s 5
0 G
0 d
l
e i
% 5 o e
l u
3 ä i
i k D s
.
n n
m , u 2
a f
A
3 N g
a R i
f
4 O 5
l l
i
N 5 t
b
u g
W 1
a e U
5 K s k
s 0
N n r
3 B 4 m
3 = e t
h D 0
a l
, .
5 o
,
ö i l
5 u N r t
5 5 5 0 U ä
1,57 50 3,33
4,25 1,01 24 64 2,25 1,00 29 i
3 k
b s
s .
0 b G u
0 , a
d K
2 e
c A
0 f O
5 l
r i
r h i
3
3
0 t b
a g
F
a
0 a
e K
u m 0
0
i s k
S n
d n n
U n = e t a
O c . i
K g r t U
a 3 b s
K B , d K
. e 0
P r i
4 = 0 t a F e
5 B 4 B 4 m i
E S n n
F 4 5 5 ö ö 9
G e , s s 6
0 G G i c c 5 5
5
n 1,46 3,72
1,62
50 3,50 25 60
50 5,75 1,90 30 30 5
0 - A r r h h 0 a a a K T S = D D R u u , u d d 3 = = W S N = n n s - 4 2 4 1
4 g g h 1 F . 1 5 5 0 8 ,
( u , S F
0 L 9
4 7 9 0 6 4 E 0 b A
. . S 1
F
m K E F 4 0 2 5 0 G E F
2 5
D
8
S 4 S F E F
1 F O S
N F
m m , = S F
, - e
6 1 K
4 0
4
N N 1
i 1
6 , - 5 0 n 1
,
0
N 9 N 0
,
8
) 3 O
/
0 a , - 9
U 5
0 F
, 0 9
4 5
5
, 9 u 3 ,
/ K
2 , K e
0 ,
, 0
1 4 6 s 5
0
1
4 i
/ B 4 /
, h n
0
1 4
0 1
9 5
u P a
, ,
0 9 ,
GL 0,5 % STZ 150 9
b u 4 1
/ 0
0
0 s
2 4 5 ,
B - / 9 /
, h
0 0 , 0
9 P
0 0
u
, , ,
0 S i
3 8 4 8
b
n 4
V K O K
S 4 0
3 W 0
s d
4
e G i
/ 0 p K
O c e
- U U =
9
E r
8 a r 0 = s b
D
K M V s
1
D ,
u 0
K K , G f
. , 5
i
8 i i
n
4 U
N ,
n e
,
N l e
V T
4 B B S
Böschung 9 6
t 3
= 1 d
4 e
g r
K
3 h
a
1
5 1
0 e
m 0
P P
- b
u
5 5 r
F , 0 T e
45 Grad n
3 , r
n i
F
0
0
3 l 4 n
t
0
1 o
e E E k r
, g i
, S
0 S a
9 4 e
0 d
k
, i G G i
0,5 % n N
4 % L . U f
0 a +
f u o
u
A
a A
5 l E B
m n
-
- = n
u a b
D
A 0 0 R g
A
l g
n
s s ä P
N
- , , W s
K S S K 4
t a
3 4 h 1 u . s l
S U 1
c S S r
G n
9
4 4 1
u f
, N 3 c
b i
1 0 g
1
h F .
K b , h
e
D 0
( 0 - - e 0 k
, T
1
a 4 6 5 S i a
3
N 0 0 t e
u 1
c W
e
5 , , c
7
F m i
, b 2 8 , t
1 n
h 3 4 3 3 h
s 6
5
= a 5 5 P
6 R 7 t , d 0 0 t
7
0 6 u r
/ - S B ( ( 5
1 a
6 1 4 4 1 i
e , ) 8
, 5 5 n
- 1 . 1 5 s O ,
3 3 0 8
4 , t , , 5 G a 2
m 5 9 0 n 5
BP-Sprung 5 3 - D d ) ) F O F O
( S i U d
n
4 -0,34/-0,44 G e e
W = K K
s
5 K i i
O / B D R K
1,56 0 n n
c 4 E B - -
D , a a
i
K a a r S
, 5 2
e G P
3 4
a u u
. ,
N
u U d 5
= s
0 4 ,
= i s s
4 9 -
n
w
) p 9
K 5 h h
5 5 1
F
0
g a , u u
B
6 0
a
e 0
,
4
r b b
c 3
, P
s
i 9
a
2 , 4
n k 0 4
7 E
s
5 b 5
a
=
u 5
4
0
) e 1
e 0
u 4
n 0
,
m r ,
s n 5 5 ( 0 ,
g h
h h 0
4 0 6
m
u o 9
a = ,
m
( 4
b c
l 4
B m O A P U A i 6
t h
4 t F 5
u
R u u o f )
K K 5
i D
a 0
i
t S n
s s h l 0
h ,
t
D Q 3
S = = f f r 4
r e
= g
ü ü l a ,
p 5
,
N p k 6
3
= 0
r
- 5 h h - f ,
i
o r v
1 )
1 E
a 1 6
0
4 n 0 r r B 4 3 i p t 6 , l
6 u u , h 5
, r z 5 i
1 1 1 ö 2 0 . f e
n n o =
l 0 b b 8 F O
4 w 4 s G 5 g g s + h
e a 4
4
c e
l a ( K
/ = = m t l r s r h g g ,
,
B i
k o n a n
S 8
8
N u 4 e e
4 e D
n d G
d a 6
6
i 5 n N 5 m m 5 n 4
a c u 5
5
N ø , g 3 w
3 ,
u 6 s
. . h
9 9
0 , 1
, L
s h
2 V V 8 )
8 0 1
e
, A
f 5 u
5 6 6 e e 6 / a r
8
D b
0
2 r r c h
0 8 b b N
,
h 4 E
A
e
, a a 3 u 7 5
0 1 1
K
, u u i
F B O 0 0
n 2 0
t ,
p p % 0 0 s (
g 5 e ,
e B
K h 0
l l %
a a i d
r n P
d o 9
m R n n = r
a = G 0 c
W u u a
e G
u h
, 2 c L n n 5 i
G a )
a 0 n
1 e
g g % u . B c D , f
0 s m T T 4 ä
e N S h 0 5 W W s l
T u l
1 1 t e
6 P P b a Z , 0 7 n S i 1
5 1 n
d W ,
5 s 3
0 Böschung 7
E
5 5
D
2 6,82 67
1,32 1,00 60 2,25 60 14,44 1,10
5
G
80 Grad
9 N 50 Böschung
AK BP 25
80 Grad
50 1
1
1 1
2
3 ,
,
, ,
G 4 2
2
2 2
7
5 0
0
0 0
5
e 8 lä , SF 1,20/0,60
4 n 8 d FS= -4,84
m 6
e 0
Bes U =
ta 1 F G
n , e
9 d A i
5 n Z E
a S
V K O K B
u U e G i K T
s B
e r
K
h = s b D B
D
F O f
F O B u i
T S D D R i n U A
N l
e B 8 ø
= b
K t
e
= U = d R
P
W N = U d d
K e K
i 0
2 0
1
4 ö
4 i
n S S
= u a S
r
K
n
K . 1 F
5 ,
0
5 1 s
6
u
n
a 0 F 1 W i
0 G l
6
0 a
6
B t
8 0
B 0 o
e
1 4 s
c g 6 1
u 4 S
,
0 , . ,
. u
m k
6 r
0 i
6 h 4
P
, 6 P 4 U D
i
0 2
2 2
s , n a
9 . U
s a
8 4
9 9 0
0 u 0 G N
h ,
, ,
a A
d
1 h l 9
m
7
7 7
1
m n
m R u 6 u a
4 .
b
u
4 1
3
3 3 2
g
= l
S N B 8
N b n
,
= s
s
, ä 0
b 8
, 5
5 5
4
8 5
N t a
4
0 h 0
N u
A ö
= 4 3 .
E 0 m
4 4 E r
0 4 f
u
s 3
5 b
K ,
4 i
G
5
1 N
g
4 0 8
1 b =
c
( ,
5 e
0 0
0 k
4 N
, 0
r ,
h
7 B i
( 5
, 6
a
( 0 t e
4
,
5 h 0 . e
u
h 0
5 P 2 m i
0
d 4
0 t
o 9 n
n
5 o 9 s
5 8
, c 4
g d
c
1 m ,
h r ,
h 6
6 2
N a
) ) 0
) i 0
N n
Böschung Böschung
8 R
80 Grad 80 Grad
, S
3 6 = 4
5 5 5 5
1,13 7,13 26 27 80
25 85 60 2,25 60 3,00 4,20 3,00 4,04 4
Feinaushub E2 (tief) 9.2
OK - 5,81 = 449,19 8 m
B 8 N
0 ö U d B 8 N
A s
G 0
K ö
K 6 c 0 s
B
r h
0 G
,
a c
S 3 P
u r
d h
0
F n a u
g d
4
B n
, g
e 5
s 4
t a (4
n 8
4 5
d 3
3
0 0 ,
, 1
1
6 ,4 4
4
2 E F 6
5 Feinaushub E1 (hoch)
S )
F Feinaushub E1 (hoch)
= OK - 4,91 = 450,09
3
2 Böschung OK - 4,91 = 450,09
E F
2 , -
7 1
RW DN 250 0,5% 5 S F
, 80 Grad Böschung
1 4 ,
7 1
0 / 3
AK BP 80 Grad
3 Böschung
4 ,
, - 6
, 1 5
0 80 Grad 7
4 ,
0 7
B 5
/ Feinaushub E2 (tief)
/ 3 4 B
Feinaushub E2 (tief)
P 1 ,
S i P
R , 0
n S
O c OK - 5,81 = 449,19
5
U - W s OK - 5,81 = 449,19
S 0 S
5 5 5
0 a 12 10,92 15,31
1,32 90 P 0
K K U _ /
, . P
= 1
8 E
G
1
B 4 L a
= Böschung ,
4
5 N
5
U
,
5 P A u 4
6
m T
F 0
R D D D S T U
9
6 80 Grad K
s
F B O 4 L
A
B D .
e , K
= 0
= e e r N = e = 2 E D
K K
i e 8
N
a n i r 4 5 4 N
v 4 n G
s 4 m m
a B
= i B
3 , a i t 1
5 n 5 m 5 1
u s a 3 N P
e SF 0,60/1,20
SF 0,60/1,20
SF 0,60/1,20
P
u 2 0
c 0 4 0 a 4 6
6
6
6
s n N
c 6 0 S
a a 5
, h 0 0
0
0
0
d , g , 1 h FS= -5,44
FS= -5,44
FS= -5,44
u . m P
3 6 u 5 L
e s a 4 b 0 A
6
h 5 c D
u U
1 h ( b N
, U K
7 t Bau wasserhaltung E2
1
5 K 0 25
6 Draingraben mit Drainrohr D N150, 0,0 % Gefälle
R S
D B RS= - 6,31 m 448,69 m N N (-0,50 m E2 (tief))
B 8 D
0 ö
E AK BP ø
s Kiespackung + Filtervlies
G
G 0
c S
,
r h 1
a
) W
u 1
d n D
g N
2
B 4 ,
5 E 1
ö 4 S 0 B
s 2 1
G 0
c T B
, r 2 h R 1 - BPSP - UK D
a B ,
5 u R
S 0
d A
n ø S %
a S =
g 0
u
a S W S =
3
4
s
2 ,
u W 1
, i
4 4
, s t
6
U D
0 6 1
9 4
F O U D
% 2
G N . 9
2
e 5
G N
K .
7 1 2
i n
R 0 1
1 m
0
a
W 0 m
N
5 0
u
G N
N
, s 8 N
h
D 1
L a L u
N A
A u b
1 s D
6 4
D E R
N
0 E 4 2 S
N S E
9
1 G S E
=
(
2 , B
1 B
t B
1
5 B
i 4 T
2 e T
9 D 4 D
a S
BPSP - OK
5
O c f B 9 B
) u W
ø
a . ø
A s
K 0 A
F B O
B 4 B 4 R
0
. R 0
6 - U D
5 5
e
B 6 ,
e
ö ö S
4 S
K ,
= S 1 S 1
m G N
i
0 r
s s 5 ö i 6
n
G G
i
t 6
m
B 8 t
F N
=
c c 1
3 s 1
1
a
G 4
0
r r h h ö N 4
e 0
c
, e u
a a 4
c
5 4 0
r
u u s
h
i G 9
a
d d n a
a 9
0 c
n n u .
u .
a .
d 2
r h 0
g g n a 1
s
u 4 5 S
u i
g n
d
h
s 5 m W
n m s
3
u
h 1 S N
g
A F O
1 N U
, _
b
u , 0 N
1 E
7 e
K B
N G
K
b 0
, N
5 i
E F D
6 n
L BPSP - UK BPSP - UK T
S F 0 a
S ø L
1 6
= u 0
1 , D
8 ,
V K O K
0 s
B 3 ,
, - , N
% 1
e G i h
9 K 7
0 e 0
e 1
r u
0 1
4
= s
, b
s D
9 0
f b
/ i
L
t i n
1 U
4 0
a N l
A t 1
d
, e K
n 1
9 6
D u r
d 0
0 n F
N l 0 o 2
/ g S
0
5 1 k ,
i 6
. U
2
, a
9 A
5 0
l m 1
0 a b E F
0 l n s ä S F
, R
t a u R
4 .
r S
f 2 S
3 2
b ig , 5 e
,
=
0 k 6 6
i 0 t e 4
0 4
,
e 4
m i 3
A 4
t /
A n 9
s 2 4 9
K .
d
K R
U d .
, 2 1
U d 6
r 1
W
= B 9
a K =
B 0
K 1
0 m
i P m
B n /
0 D
P 2
B , 1
a S N
6 , N
P N
u ,
,
9
L W P N 0
0 2 N
s
A
7 0 1
2
0
U D - 5
, 0
BP-Sprung D S
5
2 5
0
G N ,
N W
7 ,
9 0 S U 1 1
-0,34/-0,44 1 4
, 1
F U ,
R K 4
5 D
0 0
O c 2 U d
( 0 %
% S K N
S a 5
0
=
4
K 5 K
2,65 2,10 2,60 3,64 60
8,47
. F B , 4 0 1
0
5 B
4
4 = 0
= 5 P 9 ,
,
0 5 3
5 P
5 0
, ,
%
/ F - 4 5 0 0
E 3 1 1
1 3
0 6 ,
e , ,
G , 5
4
, 9 0
,
1 )
i 1 R 0
n ,
( 6 %
0 0 4
4 4 0 W
- a R
0 4
m 5 = u S E
, S
D
4 4 s (
B 4
, N
h 1 B
4 4 T 4
u , D 4
1
0 0 2
1
9 E
4
5
b B
) , ,
0 S
,
ø 9
0
5 B
5
A 5
. 0
% 1
0 T B
6
- R , 1 S
5
1 D
) B
S i m 6 a
t S A
1 ø
= u
N W - 0 s S
N 4 ,U D
4 1 it
9
B G N 6 1
.
0 0
P 1
, 1
3 0
- S m 0
4 p / N
- r N
0 u , n 4 g 4 5 5 5 1,57 53 3,33 81 85 2,25 R
2 S R S
, c W 0
E F h Böschung = x a R
S H
F c 4
2 80 Grad S e
= h 4
,
4 b 0 t = 9
9
, e
c .
x
2
A 6 4 1
a a
8 4
0 6
2 n
, .
R K 5
2 1
O c 8 , l
/ m
a 0
S 2
S , .
U a 4 9 g
0
K N
m
,
. = F 9 e
K R
B 4 0
0 N
4 = 4 5 S
m
0 t
B ö
E i
5 5 e
/
s N
P
F G
7 1
G f
4 B
c N
. e , 4
, 8 r h
E 0
0 P 4
a i 6 n G 4 u 0
0 G 9
S
d m a 5 n .
e 1
P
= u N 8 g
4
l A
0 ä s N , -
m
6 , K
h 1 n 3 U
0 S N
u , d F O
4 0 m B W
K N
b e e S R U d
0 K
P
( i =
4 D
A
B n K K
3
5 0 N
a 6 B
1
B
e 4 , 0 u
AK BP ,
, 1
3
s P , 9
, 4 ø
s 5
7
6 0
t 4
4 0
9 0 0
5 5
a h
1,00 2,00 5,20 2,00 20 2,00 1,74 60
2,47 1,57 2 -
6 ,
, ,
7
1 P D
n u 1
2
2 1
=
) O ,
, b
d , u
2 5 ä
0
0 2
0 0
K 4
, m m %
4
0 6 F 4
0 ( p m F 8
S 4 , e
U
W 1 5 u n 0 0 G n s
D , g
m 4 u
N 6 m B
N
1 )
O c 0 o
N p
a 0
K P f
. E F 1 l +
4 = , S F 0
5 % = F O
F 6 4
L e
e F O
, K , -
A
6 2 2 6 i
i e
n
n K
D
5 0 , U - i
a 1
a n
N / F O
5
m K 2 u 4
u a
, e
7 , 6
s K
s B 8 u
0
0 i
h ,
h n
1 s
P R
0 2
u
u h
a S
/ 0 6
= 6 b 1 -
b u
u 1
5
,
, b
s
4 2 E 0 5
, S R
4
h
4 4 0 0 2 4 A
3 u
4 K
9 8
, b
( ,
- B
.
0 = t 1 9 1
i
0 6
e 4 Böschung ,
9 ø 3
f 4 m 0 2
) 80 Grad
9 ,
N 1 O
, N 5
5 K S F
6 F S F F =
7 0 U
, , -
6 6 5 G
7 0 ,1
B D R K
B D R K /1 4
i
i a r S
a r S ,
e
e 2
a
a u
u
= s
s 0
i
i n
n w
w p
p
g
g a
a a
a 6
4 r
r c
c s
s a
a ,
, k
k 3
7 s
s b
b u
u 1
0 e
e e
e n
n m
m r
r n
n
G 4 g
g h
h
5 m
m
e a
a 4
= +
9 l l
l 4
ä , i
i t
t 4
8 t
t F
F
n 8 u
u
0 5 D
D i
i
d , a S n
n l
l
A m 6
0 t
t u
e r
r W e
e g
g a S
K s 9 a
a ,
1 u
3 r
r W
B U D
0 m i
i s
v
v
S E
E n
n 0
e , G N
T S D D R l
l U D 6
9 F r
r i
i 2
1
s = = e
e
W N = N o
o , G
= N
1
7 9
2 t 4 4 B 0 s
s + h
h
a . 1 N
5 1 0
5 1 0
2 (
e 0 n 7 0
r
r
1 9 B 5
2 S
0 s . 0
. d m 5 ( D
D
8 0 G
t 5
5
8 i
0 a 0
c ,
,
N
N 3
n m w 8
8
m ,
h,
d 3
3
1
1 5
N 0
N ) e 5
5
N 5
5 0 0
N r 0
0 m
h R ,
, e S 0
0 E
i
t ,
, S E a S 2 0
0 s 4 u R
B W B %
% 4
d ( s S
T 8 D t
r
- . i U =
D B 9
a e G
G ø R 4 4
A G N S E
i f 0 S 4
n m e
e ) - B
, 9 B
S ) 1 1 = f
f N T . D
i ä
ä 1
6 0 t R -
N 4 1
1 B
0 l
l 4 S ø
l
l m A
e
e 8 0 =
.
- N
9 , S 1 4
2 N i 6 4 t
1 m 1 9
,0 .
N 0
1
% N 7
4 m
,4
R N
0
W N
5 1
D ,
N 0
U -0 %
1 K , 0 8 B U d
S U 0 R
5
P F K
K W
m 0 B
S B 0 , D
R = 3 P V K O K
F , e N
S 5 0 e G i
= s 4 K e
E
0 2 1
= r
t 5 = s b
a / ,
0
G D
1 4 3 f
1 4 i 0
n i n U
5 N l
, 6
, , t
d d
1
5 1 1 e K
3 1
2 u
. 0 r
4 5 0 , 0
, E F n F
0 l
8 m 6 0 o g S S
0 F
6 k
m i = . U a
N A u N 1
( A l
n m
4
n e ,
N
- a b 9
t 5
5
s u l
e O c n s ä 0 ,
c 2 S
b a t a
r 9 u /
K .
h , W
a 1 r
. 4 f
B 3 3 b
n i
u E F
g ,
4 = 4 ,
e e 9 D
i 0 k
t 5 S F
) 1
1
1
i
s 0
t N 0 t e
F s 4
7 e
t ,
,
,
/ F O
m i 1
a 6
9
9
e w t 0
, 1 n s
0 e
,
n
0
0
0
0
i K
,
e d 9
n 5
5
0 i
0
O c d n
r
i 0
a ,
0
s
a
a , 9
1 a
= F O
K F O /
u e i
. 6
1
,
r n 4 u
0 e
s e
ü K
K
4 ,
,
= %
U s
h 1 1
i 9
i
c n
5 n h
u , 0
- 0
n k
F a
0 3 a u
b v /
t 6
6
e u
0 , u 0
e b
e 5 ,
,
i s
s ,
r 0
n 0
r 0 5
f h
h
a 0
a a 0
A 0 u
u
n n u K b
b
k g s e h u B
r u n P
t D U D Q D b g g N r m e =
B E B E
e o c 7 0 k m s k 0 , e s 6 e
e n i G
1,04 1,15 6,60 1,90 2,14 1,60
1,00 2,00
4,05
ä e h 7
o
G ß ü l r l a
s t
d / L . s T
v
3 b
s
a E 0 r
t
, l c a a 0 G
e
,
a o
h B 6 5 u g 5 0 % ö f w 5
r n r
s 4 G e
f g
a S
c S 2 3
r B 4
a d
u
r W
h k , T a ,
5 s
ö F B O
2
u
u 0
s d Z U D
h
s e 5 p n e 0
G K
c G N
i
l
n
g r
1 n a r h m F O
4
r
= a 5 1
a n 1 u , e
e g
0
K
d e 9
0 u
, u c
n i
0 0
B 8 n
7 a a n % g
n
0 a
5 ö
u .
g 5 u
R D + D S T A R s
s 4 G ,
R
s
s c
h 8
5
= u = N . e = r
WF h h
u
0 1
1
R D D D S T a
3 s
t
4 U d
v 4 u u
b
u , E
5 d
= 4
D 1 f =
e
=
,
7
i e r N = 5 b
5 n S K
a S
s ü n 0 B
a . ,
N 5
6 0
0 4 v U - g
4 6 2 6
9 u B
4
c a R
S
h E W T
d 0 B
0 i
c
,
3 , 0 i 5 n 1 u 5
5 , 0 s
K m
, 4 W 3
h
S
s P
0 , r D
a m 2
8 8 B
0 s
0 8 R
0 0 a u 9 0
6 . B a c
h
U D
0 0
m N
0 0 A
0 U D
5
( S
0 S U ø
,
, g n , h c P 5
t 1
m G
3 N 4
3
S E
m N G N
3 0
i
F e
n
K
e g S
e
h a , 4
A 9
0 , B
0 4
B 1 9
1 B
f
n i
S 1 4
t c K 0 t
= ) T
4
g 0 .
6 1
.
e 4 D
0 0
t h F 0 ,
0
S 9
e s 5 4
4 B
=
0
t = 5 . ø
F t 0 0
m 5 A
R m
4
a 0 0
8
/ - 4 4 S
- R
n N
E 1 1 ,
5 . S
m
, 1
6
6 9 S
d N
, 1
, G i 6
1 1 ,
, , N t
5 1 =
2
2 5 4
0 4 N 4
0
0 6 4
m 1 9 4
.
, 1 R 9
2
9 B 8 .
A 5
, S 0
8 0 4
ö F O S F 0
K m
5
5 0
s 3,55 50 2,00 1,70
5,16 e S F
G K
R m
S N
c 5 4 i = n
r h S 1 N
4 N
F
a a 8
u , - N
5
d 0
3 5 .
E u
- n AK BP 8
5 , 0
, , s 7
G 8
g 0 7
, / h
5 1 0
7 m 4
2 u
AK BP R
0 AK BP ,
5 N =
0 6
SF 0,60/0,60 b ( S R
U
( N 0
B 8 S
4 4 S = E K
0 FS= -5,74 ö 5 4 W
2 4 B
s 4 9 4
G F B O 4
c D ( R
, 8 , P 4
e e t
3 1
r K h . N i S 9
8
a )
i e
r 0 9
u 1
n .
4
m d 2
1
=
f
SF 0,60/0,60 ) 6
6 6 n ,
a ) E F 8
5 m 0
0
0 0 e 4
g u c 0 S F
0 m
N 4
FS= -4,84 a a
9
1 N N 1
u . .
, SF 1,00/0,60 1
0
R N , -
s 4 3
0
% 5
S h 5 60 FS= -5,74 0 1 ,
m
3 3 u 1 7
= 70 AK BP / ,
0
0 N
4 b 1
, 3 4
4 5
7 86
1,30 3,00 50 1,60
1,20 60 N
9 , 0
5 3
R 5 8 S 0
= . S
1 4 /
F O F O U d 0 W 0
4 0 G 4 e e = U f B D D R K K K ,
K 1
m K l 5 6
i i e D
D 0 e o i n n r N S ,
B e 8 N 0
0
-
- a x N
, l P a a ä 3 = s , P N i 0
i 4 5 1 5 b n u u S F l 1
n 0 p V K O K
, , - 5 7 5
l A 5
- g s s 4,56 d S 9 8 a F e
RS -5,45 (454,35) 4 e R
G i 0
0 m 5 K
h h r e u e 1 1 c s = r
, a S
, 0 u u = s b 1
5 k f B 3 D
b z B = = D f ,
, b b i
- u =
4 i 0
n U 0 6 i u 5 N l
e e e t
r n %
U d F O d
4 4 4
m e 0 E E g K
, ( a n 1
s g g E F
= 7 4
u
e 4 5 4 r
K / K i 1 2 0 R
t 9
0 e n
n F
4 0 m S
i 5 a F
0 9 l
= + 0
n B o . S
, g
r r S 2
, ( ( = 0 n , ,
6 a k
a 3 o i h t P 0 1 1
7
i
4 t
F , i d . U a 0 d u 0 h e 4 c o 9 9 , -
4 D A m
i 5 l 4
4,56 3,80 25 60 60 70 2,00 3,50 1,90 6,65 1,90 2,29 1,30
9
m 5
i a l 2,00 a r f 6 c 9 u t 5 a 4
) b N
r 0
e ,
3 3 u . h ) u l 9
a , s n 9
, s ä N /
2 2 7 r , , 1 s 4 ) .
n 1
t a 2
i 4
0
0 u
v 7
.
n r , , 0 h 4 4 t r ,
2 7 S
,
5 i
= f
l 0
0 2 S S
3
e n
b
r 9
i 0
i
u 9 R
g
e W
5 5 ,
o = 1
1 = s
W c
m
, e
r 0
0 0
b 0
Dränflex 150 Bestand , k E F S
S S K s h
h h ,
, 2 i
B 8 U _
N / 6
0 t e
5 ( x
4 a S
a H
0 F
A 1
e
r c S S Böschung
, E
B
0 G
A N
m i c 2
0 E F
7
8 4 2
U mläufigkeit (453,00) t n
b , e
, N
h
D Z h
s
G 4
8 9 , 1
m 5 9 S
b
F 80 Grad 0 t
B d T
a 4
6 5 N 0 2 e , -
F O
, w c
= L
r 8
9
x
c 8 e 5
, , a
2 a
a
1 e .
0 6 K 0
) D
h n
6 s ,
2 9
.
,
i
F O
F O 9
5 i
n
0 5 0 l , 5
5 /
t n N
t a 0 1
. 4
0
e
e
0 , K
K g
? a
A m
B ( ( 9 ,
1
m
, i
i
6 e
/
4 4 9
u n
n
2
K 0 N
4 a S
e 0
,
5 5 0
s a
a 0
t
0 , u N W
i
s , 6
6
0 e
3 4 h /
B u
u s
0 0 0
t f ,
,
0
, , u s
s
% a P U D
0
0
a
8 1 R ,
/ b 8 h
h
u
n G
3 0
0 N
0
0 5 W s 0 u
u
G d 0
,
) ) 2 1
8 b
b
U D R 0
5 e 0
G N S 0
fä SW DN 150 1,0%
=
1
l 0
l 4
e 0 4 U F O
AK BP 8 e
. K K
7 R R
i
8 n B S S
K a 7 P
m = =
R
S u ,
N 4
S
- s 4 4
P D
N 6
0 4 4
h
1,0%
SW DN 150 S E
=
B F
5 E , 8 8
u S R
ä
u 7 = B
, . .
4 B B
m m
0 A 9 9
b 4 K
R 4 T
S
a T
R 4 5
e
D
4
0 9
- B
S p
u m
=
W B
4 0
S m m
. B
s 8
( ø
e
=
s
,
7 ø A
B
4 u
4 N N
8 A 8
U ø 0
D n
V K O K , 0
R R
4 5
5 n 6 N N
- m 6 ,
G 0
N S
t
s ,
4 S
E 1
e G
i S S
4 K 0 2
g
e
, 0 O
N
a
9 i
u 6
r
1 i
B 1 t
, , 0
= s
t b =
B
. 1
8 N 4
D
2 6 m
0 K
9 B
m
T f i
i
3 3 0 4 4
n
0 S R
U
n
5 6
N
l R
o
t
S 4 4 p
B d
, , ) e A
K
i
m 1
0
0 F
K
8 8 P
u f
A r
o d
ø 0 . .
0 0 N 8
- B
n F 7 7 l
l +
1
0 0
o
N ,
S 7 3
g S
v
3
,
, ø
k
R 0
1 i
i A m m
. U
t a 0
0
B D R K W 5
2 6
B I
A
e
l
K N N
4 ,
m
n
O 2
i a r S a b ,
D N N
e
e
a 0
l 1 K
n
B s
n
ä
r
u N = s 7
i t
a R
u
r
P .
n
f
w p
e
F O r
1 5 f
e
F
3
b
a
i
g 0 a g
e a K
n
,
e
U d 0 4
i
0
r k
i c i
c
n s = a
h
0
t e
K ,
h
- k e
1 7 a 0 s m i
b
h
t
B n
4 u ,
o
s
u , 0 0
r
e e 3 , P d
n % s 9 m
e
1
f
r n 0 r
h 5
5
g 1 a
h 2 - R
u 2 ,
,
4 i
m
n
, 6
6
n
a = = S
S R
0 b Böschung
, E 8
8
5 l S
1 i A
= B R
4 t 4
s
E K
t 4 F 80 Grad
u S T
5 B
4
- B
5 1 D i 0
=
4
t
n 0 l D
R = B
0 t ,
9 ø
B ( r
e
, e 8
a a
S S
g S
4 h A
0 . 4
a , 0
ø
8
1 u u
A 0
W W
3 r 5 4
o 9
= a S
,
1
i 0 s s
v
c
3 E 2
S 8
n 0 0 O u
c B W
,
4 U U
D D
m
l , . 0
1 i s
r , h 8
i 2 1 t K
V K O K 4
h
e 4 e G G
N N
6 1
o = N 2
) U D
0 9
e R
G i s 6 K s e N
- h . m 1 1 G N
r 8
t
n
( F
= s b 0 0
. r D 4
B N
? f 1
S i 0 0
1 i n U D N l N 0
m
.
G , t d 0 i e 0
K 1 R
N c N % u r 5 w 0 S
N n h F RW DN 100 1,0% l , 0 1 o 9 g ) S
e R k 5 3 i . U a r 4
W 0 A 8 l h 4
m , a 8 R
b , D e 5 l .
n s ä 0 S
9
N R
i 2 t a S E
R u 9
S E
t , . S
7 r 0 s f B
N A u S 3
3 B
3 m
b i B
0 B
g 4
=
n % T
d , , , n e T
e = N D
0 4
k 0
0 D
t 4
i
s u r 9
0 t e e B
N
4 K 0
0 B 4
e c U ø
a .
b ø
m i 4 G r A
0
8
t A
n S h 0
s 9 a i 0 0
K .
B
7
n n d . ,
e S
,
u 9 S 1
m
B 8 1
e r i G e A ( z 7 1 f i 6
t a i 6 t
d ä N
s P t m
t . 1
l , S F
1
u i s m B r a 0 n t e N
l N
a ü w S
l f F
N 0 s e . s n 5 N
n n 3
e t N i X 0
e , ( i d g d ,
4 i s 4 s 2 , -
h , P n u 6
4
c 5
5 e 0
r m F R
) 0
h S n B ,
2 ü 1 ( 1
U S /
4 1 g , , c l b 1
0 e 4
8 g u S n 5
k 0
% a ,
0 e i s 2
c v t 0
t m 0 4
r e ) y b e t 0
E F
h ,
e 4
a r 4 R r r e k S
9 F
f E F
t o r a 6 a W n S .
N t o t a R
8 S F
n d r ) t 1 n 1
u
d 7
t e o W
e / D k
u 2 g s , -
m 3
m t h 9
m
e E F
5
N p , u r e U
E D , -
1 0
l r , S
N
² 2 F
n 5
d p G
3 a 9
1 N
t S E 5 /
G B N 0
g ,
0 1
r 4
g 0 r e 5 B 1
9
1
0 u /
ø k ,
o E F
e 2
5 ,
0 4
T
9
0 i c 3 5
d S
m 0 F
,
e - 0 0 F O
, 0
k B 0
R 1
1 1 ,
1 e
r / 7
e
ä
9 0
s 1
K /
A S 0 ,
, ,
6 t n 1
9
9 3 4
i
e ß /
p , -
, n
0
= 9
p ,
8 0
0 0
5
S
n 3
a a ,
S 0
0
l ,
4 i 6 8 0
a u
t 9
n B /
4 2 + , 0 F O
F O 1 /
E s 4
t n 9 0 0
B t e , e
e
h
. B
e 0 K
K
u a R 1 9
9 ,
r i
i
u 6
u T
5 - n
n
W n , 0
e 0 s
b 0
a
a
P S /
m g B
i 1 0
U c 6
6
D u
u
l N A
5 ,
ø
a h ,
,
G N s
s 8 0
0
N
- 0
n : h
h
S 0 0
0
1 ,
u u
u
1 i
0 t
n 2 6 3 3 0 b
b
g ,
, 1
G 4 0
0 ,
5 0
0 0 A e %
9 l K ä ,7 S S F n S
4 d S F F V K O K W
m e e = G i K e E 0 D
r B = s 5 5
b , 2,07 86
1,15 88 2,03 3,70
60 60 70 2,00 3,50 1,90 6,65 1,90 2,29 1,30
- G D N
6 5 f i e i n U N l 0 , t 1
s d 7 e K / 1 5
t u 0 4 r a 0
0 n F , l S F
n 0 6 o g S S
d k F
0 i 2 . U a
A 0
5 l m a b , - 6
l 5
n s ä 0 ,
t a u 7
. /
r f 0
3 b 4
ig AK BP , ,
e 0 k 6
i 0 t e 3
3 0
f D B e m i l 0 0 t e n i s N e x d g i r 1 b a e 5 1 l 4
i e r n 0 , a ,
s 7 6 8
d 1 0 0
D iu 5 5
r s ,
a 0
i r 7
n = R
r SF 0,60/0,60
1 o S
, h 5
FS= -5,74
r 0 4
A 3 m 4
K , 9
3 .
S F 6
6 0
8 B 7
S ,
,
F 5 2
2
P m
= 0
0
0 N
, - 6 N
4 1,30 3,00 84
0 , 1 R
B 6 8 / , 0 S
0 4 0 ö , 7 s
6 G E
c BPSP - UK BPSP - UK
S
0 4 B
r h 4
E
a T B
u S 9
d B
- D .
n B 1
T B
g 5 A ø
-
D B E
-
m 0 S
S
A B
,
ø N 1 i
T
t B
0 a a
S S
N 6 1
S
u u
,
6 W W D B
1 i s s
t 1,0% SW DN 100
SW DN 1001,0%
4
4 0 6 1 A ø
U U
D D
,
, R
0
0
- 0
G G
N N S
S
5
5 , 1 i
1 1
= E F
t 6 1
0 0
R R S F
4
0 0
4
S S
AK SF E G 1
9
=
.
AK BP , -
0 3 6
4 4 7 0 1 ,
4 4 0
m R
9 9 / ,
R 1 3 4
. . N S
2 1
1 S , 0
3 0 N 3
, R R
a
a S
S
3 Feinaushub E1 (hoch)
0
m m
S S
u
u W
W 4
S E
3 /
4 s
s
2 N N 4 0
= = B
OK - 4,91 = 450,09 4
, B 9
U
U D
D
N N ,
5 9 T
4 4 . 9
D
G
G N
N 1
.
0 4 4 -
2 0
0
B
9 9
5 4 1
1 ø
. .
D U D A m
0
0
Q 1 1
D 0
m 0
0 1 -
6 N
r m e N , S
N
= 1
o m
c 5 5 5 5 N
m
83 3,86 32 87
3,46 60 29 60 1,30 45 2,00 3,50 1,90 6,65 1,90 2,64 60
i
B D R K N 6
k 7 s t
0 k N 1
N
0 e s , e i a r S 6 N
N
e e h a 7 u ü = l r s i a l d n / . w p s b a - E g E F
a l a c 3
a 4 G r S F
c h s ,
u a , 2 =
k E F E F
7 f s 1
b 0
u S S
F F
5 0 , -
e e 9 5
n =
m r n 1 1 0 ,
g h 9
, , /
3 6 1
4 m 5 4
a = + E F
0 5 ,
, , 9
l 8 7 E F
i F O
/ S
/ F
t 4
1 t F 1 1
1
1
1 1 0
4 4
u S F e
K
5 , ,
,
,
, D , /
i 1
3 9
9
3
3 3 0
n i =
l
0 n
0 3
t , -
0 r 0
0
0
0 0 , -
e 9
g 5
a 8 , -
a , / / 2 6 0
5
3 r ,
u
0 0 0
3 i 9
v 0 ,
E /
,
n F O
F O
0 s
, , 0 1
9
, 4
6 6
l /
0 h e
e
r i 1 2 0 K
K ,
4
e 0 0
o = 9
0 u i
i
, n
n
0
s 0
- h b
a
a
( 0 /
r 6
6
B B D U 0 u
u
S / ,
,
0
U - D , s
s
e r m G 0
0
2 8
i ä , h
h
K s 0
0
c 8
N , 0
l n w 6 u
u
ä t 0
B h a f 1 5 b
b
u l ) P e e n m f 5 i x r d g B 0 h = k 1 , e e e 5 s 4 0 i i 0 t t 5 t , a 0 ( s 2 n 4 % d , d 5 3 r 3 5 a G , B D R K
0 in 0 e i a r S e
) a
f u
ä = s 1
in ,
w
l p 0
l
e g %
a a 6 r c s a , S
k 3 s b W
u 1 e e n m D
r n
1 g h N
, 0 m a 4 + 1
% 0
l 4 i t 0
t F 8 u
B 6 R D i , n
0 l
W ö 6 t r e
s g
G 9 a
D c r m i
N r v
h E n
V a l
u 37 r
e i 2
d e N
n o
0, r 0 b g s h 9
N
0 in K K r ,7
d G i ( D
e u 0
s 5
n 0
D N
f U d
g ,
i ,
N 6
lt
1 5
K
e U 0
1 0 5 0
r B
0 m ,
l 0 m
0 3
o P
lä ,
0
k i . u
a R
0 E
4
A f O l S
i ,
g , 2
a b 0
5
K k
n s 4 %
= e (
t R R R
a 7
7
7
7 4
. t
i E
r 4
t S S S
(
U ,
,
,
, 3 i
b s S
1
1
7
7 4 9
e B
G
, E
d K e
=
. 0
0
0
0 0 5 S 1 T
f B
r i B
0 4 4 4
t e
0 )
a 5
F
e D
)
4 4 4 T
m B
B
i ,
S f
n n m
4 9 9 9 -
ä A
D ø
B
E . . . N
6 3 2 1
l
S
- 0
A
B l S
) ø
1 4 8 N
e ,
T B 1
0 i
m m m S t
6 1
,
D B 1
N N N it
a a
S S
6 1
A N N N 1,0% SW DN 100
1,0% SW DN 100
ø u u
W W
- 0 s s
S , U U
D D
B B 1 it 6 1 G G
N N
ö a s u 1 1
c g 0 0
h 0 0
ru u b n e gsk R R
r S
o R
R S
3 S E a
a S
S
n
S
S
, B
u
u W
W
0 e B
4 s
s
= T 4
0 D
4
U
U D
D 4
4
4
9 B 9
4
4 G
G N
N ø
. A
3 .
9
9 0 1
2 1
1 - .
. 8
, 1
2 S 0
0 1
m R
9
4 0
0 m
i 6 t S
N m
m 1 N
N
N
N N
N
N 449 S
.1 8 B
1 9 m D
, N
9 ø
N
3 0
S i ,
n 1
W s 1
5 5
83 3,86 6,25 2,14 1,60
60 1,30 1,65 2,00 3,50 1,90 40 1,90
U _E G
R N S
S T 3
B
= L ,2
D E F
D
4 0 R
4 S
N F
ø S
9 95
95
=
. 0
E F 1 1
3
0 ,
S 5
F , -
1 0 9 4
5
1
= m 4
0
1 , 9 9
N /
, - E F .
1
3 4
4 2
N S , F
0 0
, 9
8 F O
/
m
1 E F
0 1
1 1
1
1
1 3
4 e K / ,
N
, ,
,
,
, S
, R
F F O
0 3
3 9
9
3
3 2 i
1 5 n N S = e
, 0
0 0
0
0
0 0 - K
, 1
8 a 9 i
=
/ / 6 n
, -
0 u
0 2 4 9
3
5
, a
4
F O S i
s
R R
, ,
E F 0 n 0
, , 6
6 4
0 u
F O
0 W 9
h e s
S S 0 /
K
S 9
F ,
0 0 s
1
0 e 4
u 1
i . K
U _
n
= = = 2
/ h
, i
b 0
1 E
0 G 9 n 1
a u
4 4
, N
6
, 0 a
u
6 5 4 m
8
5 b
6
T
, / u
0 9 s
5 0
0
, N 0
L ,
. . 7 h s
/ 0
6 3 0 , N
1 D
4 h 8
u
0 7 0
, N u 0
b
3 m m
B F O b
0 1
N N
e e K 0
/ N N
i r 0 0
n Q D m D U D = ,
a N 6
r m e = e u c o 0
c 7 0 s a k s 0 A k , h e . 6 s e K 7 u e h 4 b ü l r 5 l B / a d s / . 2 b P a E , l 6 c a G h 0 uf 6 S FS F = 0 , - 6 5
V K O K 0
S F ,
e 1
G i K /
e S F r 1 4
= s b D = ,
f i 0 2
i n U N lt , - 0
d e 6 K 4 1 u r 0 , 0 4
n F 8 l / 0 o ,
g 0 S 4 7
4
k i , 6
. U ,
a 6 8
A 5
l m 0 1
3 BPSP - UK
a b l 5
, n s ä 0 BPSP - UK
t a u . 0 r f 3 b ig , e 0 k i 0 t e e m i K t n s S dr a - F O
F O 7 in e
e
, K
K U U d U
0 7
7 i
i n
n
B 6
0 ,
, K K K
- 1
1 a
a
0 0 6
6
ö 5 B B B
4
( 7
7 u
u , ,
,
s 4 V K O K
,
G , 3 8
8
5
5 P P P
s
s 8
9
c 5 e G i K
0 7
7
h e
h
r 1
h 1 r
2
a = s
5
5
u b
u
u 5 5 5
D
, f
=
d
i
b
8 b i n
n , , ,
U N
l
4 4 4
t
0 d
g 4 e
4 E K
E 1
4 4 4
) u
U - r
4
5 0
2
1
2 n F l
(
(
9
0
K 0
o
, g
4 4
S
(
(
6 ,
, k
B t 1 4 i
h 5 5
0 . U
i
5 a
e 9 V K O K 4
o
P 0 0
9 A
l
m m
f e 9
c G i
, ,
a
K b
) e
4 4
B r l
h , n s ä
= s b
= 5
6 6
D
)
e t
a
f u
i .
6
) )
i n U r
N l
s 4 f
t 3
b i
d e
t g
K
5 1 E F
,
e
a u
V K O K r 0 k
0
2 i S
n F
n F
e 0
t e
l
G i K 0 o
e
, e
g
d S
r m i
3 t
k
= s n 1
b i s
D
5 . U a
f i , -
d
i n U A 3
N l 5
l m E F
t r
d e a 0
K b a ,
1 S F
u 7
l
r n s i /
ä
0 n
S F 1 1
n F
4
t a
l u
0 1
o .
g , ,
S
S F r f 3 3
k 3 , - b i 1
i 3 g
=
. U 5
a 0 0
, e
0 , 0 k
A 0
l , 3
3 m /
i
, 7
0 t e 0
a /
b 4 e 0
, 5 1 m i 4
l
0 n ,
s t
ä n
5
5 ,
3,01 1,39 6
s ,
t a
0 4
u 3
/
. d 0
1
r 4
f 0
3 r
b i ,
g a
, /
e 2 (
0 0
k i
U n
i 0
0 t e ,
e 6
K
m it n 0
s B
d P
ra )
in 1
5 5
45 1,30 16,69 35 60
6,92 1,12 ,
G 4 9 1
5 6 1
e 9 5
l SF 0,60/0,60
1,05 3,00 3,00 3,00 3,00 3,00 3,00 3,00 3,00 1,19 60
ä , SF 0,60/0,60
7 n SF 0,60/0,60
2 FS= -5,74
d FS= -5,74
m e FS= -4,84
B
1 es
2 t 6
6
6
6
6
6 a 0
0
0
0
0
0 nd Feinaushub E2 (tief)
Feinaushub E2 (tief)
Feinaushub E1 (hoch) OK - 5,81 = 449,19
OK - 5,81 = 449,19
OK - 4,91 = 450,09 AK BP AK BP
AK BP
8 B F F O 25 e e e K i s r n m t = g a e Bau wasserhaltung E2
Bau wasserhaltung E1 + Sicherheitsdrain
e u c s s a P B U S I
t h . n
Draingraben mit Drainrohr D N150, 0,0 % Gefälle
Draingraben mit Drainrohr D N150, 0,0 % Gefälle
e u 4 o a t K
i b
S S K i
n b 5 l s u
RS= - 6,31 m 448,69 m N N (-0,50 m E2 (tief))
RS= - 4,70 m = 450,30 = (B G w) l e
c S S / 5 e = . w
h t
, g
4 4 1 r P
a Kiespackung
- Filtervlies
Kiespackung + Filtervlies a 4 i
5 5 8 . e
c u s 4
2 3 h n b m
, , s 8
t 6 0 a n e ,
0 0 B p c . 0 r
e B 6 B 6 e h h S 0
s 0 0
ö ö n a i
t s s m c
G G
. s l
c c t h c u
R F B r r
h h N
a a e h
u u n
l e ü d d
B 6 u N r
n n a g
2
0 s h
c
ö c g g c
, t
s 9 k e
G h E
a h
c 4 b i
t
r h n t t 1
t
a a s
u r d
d e d
u +
n g p r
E a E
p G i 2
e n
7,20 7,20 7,20 7,20
G 45 e G
D
E
F
8 lä ,5 n 4 B F F O d m e e e e O B
K i s r e
n B K
m t = r
g a e m
e
1 e u c s , s s a e
t 4
5 a t h . e 5
0 n u 4 i 5
d n b 5 ,
/ 1
5 8
,18 B 6 B 6
0 0
ö ö
s s
G G
c c
r r
h h
a a
u u
d d
n n
g g
2,32 01
Böschungskrone Baugrube G ca e
G 4
. l
5
ä
e
4 8
n
l
5
ä ,
d 9
2 n
e ,
2
0
d m
B 9
e
m e
B
s
e
ta
s
n
t
d
and
L
V
e
N
I
± a N B H ± S 0
0 N
D P
n
0
x0 0
0
0 l ö
g
o
A N r t e
u
i
d
. h 0
8
e e 0 o .
x
r
1 2
3
t
e
0 P
e
m e -
d
0 n s
z
j H n e 0
3 0
x
p
-
e
s
n
= W w e k ö i
f
t m
r
=
e
4 0
1
d
t s s h
O
ü 5
i
G
E t N
l
n e 4 s r 5
e
e 0
2
e t
e
1 1
3
,
D
n 5 r l u t 1 u . l e
b
e 0 5 2 e
G
a
6 6
0
n ( m
.
n , H
t
m 0 g 0
. .
.
u
N
S
r
b
0 0
0
ö 0
m
N s
ü
y
r
e 0 h
9 2
4
s N - m r
n
e t G g e 0
. .
. R
( n S
2
B N m +
d
i
2 2
2
r s s 0 A 0 a N u c
8
u
(
0 0
0
, t 1 H u a P h n 1 2
n
2 2
2
ö w
4
t e - m u d h G
g
0 s e
5 6
6
e
B i
D L
D L
D L
A L
B A
B
s
s )
4
w
n
r n e H k 0
a
i
a
a
a
0 s
e
b
e
e
B
b
ä
ä
ä
n
4
a
n
e
t ö 2
A
a .
s
s
s
s
s 0
r
d
r
r
m
m
m
g
e
t h 0
a
h
4
N u
e
e
e
t
t
t
t
s e )
i
s
B
0
f
f
f
f
r
u
a
e
c
r
4
e
m
m
m
i
i
i
n
a
a
a
a
.
h
1
c
c
c
e
g
b
h
r 3 s 3
l
l
l
l
4
a
a h
h
h
D
s 0 y
u
u
u l
l
l
l
r
t
e
r
:
:
:
:
) t s
u
l
u
:
e
e
b
n
n
n
a
e
b
t
n
N
W
W
W
W
e
B
e
n
b
n
g
g
g
t
i
m
M
m
t
a
d
a
g
e
d
P
e
1 2
2
2
u
u
u
c
e
r
i
i
e
(
o
.
.
.
.
t
l
F
h
n
n
n
B
2 1
1
1
r
s
d s
l
r
b
t
t
t
G
o
-
-
-
-
B
i
i
e
e
e
.
E
E
E
E
e
"
s
a
Z
s
w
Ä
a
D L
L
r
r
r
D
u
c
n
e
r
n
)
u
P
P h
B
B
B
b
k
r
n
d
n
=
R
a
g
b
a
e
5 5
e
o
o
o
d
,
i
r
r
4
e
n
b
O
n
P
P
P
u
g u
P
P
5
H
n
t
a
a
U
a
r
l
l
l
b
0
H
o
g
l
l
o
l
u
g a
a
ö
,
g
g
g
e
s
n
3 B P T F E k g N 1
T E O
V U P
B
P
B
ß
u
b
e n
n
4
h
e
e
e
e
e
0 a
v
a l -
-
f
i
b
l
e
a e 0 a
-
k
M
M
e
n
l
l
t
e
i
+ u
u
x e a n
0
u
g
g
g
:
.
e
j
e
s
t
n
o
e
f m
: e
:
o
f h
G
g
a
a
s 9
s
c
n
n
r
0
u
.
.
.
e
n
r
k
y u i
g
i
e
B
i
i t
h
N v m n
l
b
t
n l
l t
e
g
g
r
f
9
E
E
E
:
: e
s r
r
l a
e
r
G
a
n g w r
f
a
N
e
a
e
u
ü
Al
s
s
l m m
l
a
0 b
0 p
n
9
r
r
r
n
d
c
ri
i
n
a ö r
g
Z
l y
u
-
b
g
n
n
f
f
3 i
7 o
d
d
d
r
m
. s o l
d
o
o
h
u
d 0
1 s
2
s k g n
w
d
d
G
e
r
r
r
t B c
n
r
1 t
e
r
r
e
e
e
s
i
n
-
/ i o
B
f
u
e s
g
n
t
t
c
a
R
t h
t
b
o
/
n
6
s
s
i
i
i
e
e
h g
n
ä
i
c
c
c
b t
e
s
9
n 9
e
l
k l
n
c
c
a
i
U
r
l
i
r 3
0
h
h
h
g
5
s
e
c r
t i
e
l
h
h
l
a k l 2
1 8
e
.
s i f
a
e
E
u i
h
u
@ t
2
t
r
r
-
-
-
0
B
n ß
i
F
s
b
b z
r e
e
8
V
c
8
N
t
n k
E
U
U
h
a
v e
o t
E B
B
6 . e
i
i
h
a r k
-
e
s
b
s
r
b
b
i
d
D
a
l
P
o
o
s
G
l o
G
G
0 @
-
V
f e
t a
t
r u .
u
u
e
e
g
B
l
t
e
7 d 3
U
l
n
c z
t
u
F
a
t B
v
n h
n
n
k
n
u
6 e a
B
B
n
a
e
z
n
g
b
8
N
u
s
i
g
g
a
n
k
v
m a a
u
u
g
b
-
e
e
e
A
.
e
a
G
n
g
b
b
g
n
u
r u
+
V
r
r
U
l ä
w
u
t
n
e
e
. c u
r
t
"
e
d
.
f
G
e f
u
S
d
i
e
i
t
S h B
f
r
c
c
r
e
!
r ü
b
e
b
+
h
h
i t a
B
l
e
E
t
a
l
D
i u e
F
7
u
v d
E
E
e
G
u
0
a
t
-
n
k o
r
5 t
2
1
e
x
P
/ e
g
B
g
.
6 t g
:
n
l
e
i
9
(
(
e
a
ö
a
c
t
h
e - S n
n
i
n
h
0
s
r
e
o
W
P
l t
7
u
c
t u
o
f
c
1
E
d
m t
)
h
n
i
1
t
u
u
h
ü g
m
2 u
g
/
a
)
n b r Innenhof 2 Innenhof 1
n
9
r
Innenhof 1
(
Innenhof 2 t t d h 0
t g
F B t
i
1
S i e o
e e
B
2
v H e
f
m
8
n
Au
r
ßentreppe
)
f a
-
h o r b
1
en h
9 EPiondgiaunmg s e t
9
e e c r h n n g ik heim VI
2.BA
Allmandring 29
Dateiname
A-5L GG-- 610-xx Aushub.pdf 70569 Stuttgart
AK Neubau
30 AK LS Bestand verknüpfte Dateien Gebäude / Bauteil
BoPl Müllhaus Böschung Abbruch 45 Grad S B t e ü s t t z a w n a d nd 1,15
AK BP Bestand
455.68m Maßnahme
H.JB.79759.0080
Ersatzneubau Biotechnik, 1.BA
Layoutname Planbezeichnung
Gesamt
Ausführungsplanung
RS -5,45 (454,35) 3
M
Pl
a
a
0
ß
n
.
s
d
0
t
a
a
t
7
b
um
.2025 G
VO
eb
R
ä
A
u
B
d
Z
e
U
pl
G
anung
1:100 Gründung Baugrube
Gründach 455.80m