Ingenieurbüro Anlage 1 zum Gutachten Nr. 10-09-8 Dipl.-Ing ... · kombinierter Geh.- und Radweg...

Anlage 1 zum Gutachten Nr. 10-09-8

Ingenieurbüro für Schallschutz

Dipl.-Ing. Volker Ziegler

Übersichtsplan

"op. Karte 1:25000 Schleswig-Holstein/Hamburg J) Landesvermessunqsamt Schleswig-Holstein. Bundesamt für Kartoaraohie und Geodäsie 2005


Ingenieurbüro für Schallschutz ;

Dipl.-Ing. Volker Ziegler i

SATZUNG DER GEMEINDE RATEKAU ÜBER DEN VORHABENBEZOGENEN

BEBAUUNGSPLAN NR. 2 für das Gebiet in Ralekau westlich der Hauptstraße und Bäderstraße, nördlich der Jürgen-Glüe-Koppel

östlich und südlich der Rosenstraße sowie südlich des Wilhelm-Rehpenn-Platzes

VORABZUG ÜBERSICHTSPLAN

Stand: 07. September 2010

VORHABENBEZOGENER BEBAUUNGSPLAN NR. 2 DER GEMEINDE RATEKAU TEIL A: PLANZEICHNUNG M 1 : 1.000


Zeichenerkläru

K . - K C L : « = . T B

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ng für den Bestand: Hecke

Zaunaniags

Mauer

Straßenablaut

Revisionsschacht

Lampe

Baum

Kabeltasten (Strom)

Kabekasten (Post)

Kabefcchachl (Strom)

Kabetschacht (Post)

Schieberkappe Gas

Schieberkappe Wasser

Unterflurhydrant

Überflurhydrant

Tor 1 Zufahrt

Höhe über NN

Verkehrsschiber

LSA (Ampel)

\ \

Zeichenerklärung für die Planum:

c

L

m

*-

Fahrbahn

Stellplätze

Marktplatz

Gehweg

Gehweg (übertabrbar)

Radweg

kombinierter Geh.- und Radweg

Grundstückszufahrt

Innenring Kreisel (Granit-Großprtasler)

Buswarteflache

Freifläche (Granil-Kbinpflaster)

Deckkies

Grünfläche

B ode nauftragsboschung

Stra Se nablauf

Stra Benbele uchtung

Baumscheibe

Po;!e<

abgesenkter Bordstein

Baum

B-Plan-Grenze


NR. ART DER Ä N D E R U N G NAME D A T U M

Gemeinde Ratekau ffikl

Vorentwurf Herstellung der äußeren Erschließungsanlagen für die Errichtung eines Nahversorgungszentrums im

Geltungsbereich des vorhabenbezogenen B-Planes Nr.2 der Gemeinde Ratekau

Lageplan Verkehrsflächen

Hriahfc:

totig.;

Seil Ctft-lfirOetttr:

Kuhle

• IM Nr,:

CAD I M :

Capto ItttHK

toflUrtlft: Kltl, An SI. Aujüal 2010

I n g e n i e u r b ü r o für Tiefbau u n d Vermessung GbR

R f l t h e u o s t r . 2 • 24103 Kiel

Te l . : 0431/07429-0 Fax.:-99

Lageplan des Berechnungsmodells mit Schallquellen und Immissionsorten

ANLAGE 5 Gutachten 10-09-8 Plotdatei: plan M1:1000

Vorhabenbez. Bebauungsplan Nr. 2 der Gemeinde Ratekau (EKZ an der Rosenstraße)

Auftraggeber: Gemeinde Ratekau Bäderstraße 19 23626 Ratekau

Ing.-Büro für Schallschutz Grambeker Weg 146 23879 Mölln Tel.: 0 45 4 2 / 8 3 62 47

Anlage 6 zum Gutachten Nr. 10098 Ingenieurbüro

für Schallschutz Dipl.-Ing. Volker Ziegler

Schallausbreitungsberechnungen nach DIN ISO 9613-2 und Berechnungen der Beurteilungspegel nach TA Lärm

Erläuterungen der Spaltenüberschriften in den Berechnungsblättern

Spaltenüberschrift

Emission

RQ

Anz/L/Fl

-W.ges

min. ds

Dc

D,

-rnet

D refl

Adiv

Agr

*atm

■\>ar

-AT

K EZ

KF

Immission

Bedeutung

Schallleistungspegel Lw für Punktschallquellen (RQ = 0), längenbezogener Schallleistungspegel Lw' für Linienschallquellen

(RQ = 1), flächenbezogener Schallleistungspegel Lw" für horizontale Flächenschallquellen (RQ = 2) und für vertikale Flächenschallquellen

(RQ = 3)

Art der Schallquelle (s.o.)

Anzahl der Punktschallquellen, Länge der Linienschallquellen, Fläche der Flächenschallquellen

Gesamtschallleistung

Minimaler Abstand zwischen der Schallquelle und dem Immissionsort

Richtwirkungskorrektur (3 für Schallquellen auf ebenen Flächen = K0 nach VDI 2714) bei Berechnung der Bodendämpfung Agr nach

Abschnitt 7.3.2 der DIN ISO 96132

Richtwirkungsmaß

Meteorologische Korrektur nach DIN ISO 96132

Pegelerhöhungen durch Reflexionen

Geometrische Ausbreitungsdämpfung

Dämpfung aufgrund des Bodeneffektes (hiernach DIN ISO 96132 Abschnitt 7.3.2)

Dämpfung aufgrund der Luftabsorption

Dämpfung aufgrund von Abschirmung

Mittelungspegel der Schallquelle am Immissionsort

Einwirkzeitkorrektur = 10xlg(Einwirkzeit/16 Std. tags) bzw. 10xlg(Einwirkzeit lauteste Stunde/1 Std.) nachts

Ruhezeitzuschlag, bezogen auf gesamte Einwirkzeit

Mittelungspegel der Schallquelle mit Einwirkzeitkorrekturen und Ruhezeitzuschlägen = TeilBeurteilungspegel

Gesamt Beurteilungspegel

Projekt: LäirrditmiBsionsberechnungen Vor- und Zusatzbelastung

Berechnung räch ISO 9613-2 mit Suninenpegeln bei 500 Hz, Agr nach Nr. 7.3.2

Auftrag Datum 22/09/2010

Aufpjnlctbezeichnung Lage des Aufpunktes

101 1.0G S -EftS. - GEB.: ROSENSTR. 2 Xi= 4417.0005 km Yi= 5980.5112 km Zi= 6.00 m Tag Nacht 56.6 dB(A) 0.0 dB(A)

| Emittent | Name | Ident

| 01/ Pkw PB | -| 02/ Pkw Ein-Ausf. NO | -| 03/ Pkw Ein-Ausf. NW j -1 04a/ Pkw Durch ges j -| 04b/ Pkw Durchf Teil | -| 05/ EKW Discounter | -1 06/ EKW Frischemarkt | -| 07/ Lkw An-Abfahrt | -1 08a/ Lkw Rang Disc | -| 08b/ Entladung Disc. j -| 09a/ Lkw Rang Fachm j -j 09b/ Entladung Frisc j -| 10/ Entladung Fachm j -| IIa/ Netto | -| IIb/ Blücher | -

Emission

Tag dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0

Nacht dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW" Lw' Lw" Lw Lw" Lw"

RQ | 1 1

2.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|

Anz./L/Fl

/ m / ojn

Lw, Tag

dB(A)

ges Nacht

□B(A)

3691.0 | 70.0 | 0.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds De |

1 m | dB |

29.7 20.6 114.4 42.3 51.3

117.5 131.1 16.4

112.9 126.7 100.1 112.8 123.9 35.0 80.6

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3-01 6.0' 3.0[ 6.0| 3.0| 3.0| 3.0|

DI

dB

mittlere Werte für Ortet

Tag Nacht Drefl

dB | dB | dB

0.0 1 0.0 1 0.0 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.4 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.2 0.0 2.1 0.2 0.1

Adiv Agr

dB | dB

Aatm Abar L AT

Tag Nacht

Zeitzuschläge KEZ

Tag

dB | dB | dB(A) | ÖB(A) | dB

-48.2 -2.3 1 -0.1 1 -0.2 1 22.3 1 0.0 1 22.8 -39.8 -52.2 -47.2 -49.9 -52.5 -53.4 -43.3 -52.4 -53.0 -51.5 -52.0 -52.9 -45.5 -51.3

-0.1 -3.7 -2.3 -3.1 -3.7 -3.8 -0.4 -3.6 -3.6 -3.5 -3.4 -3.7 -2.1 -3.4

-0.1 -0.2 -0.1 -0.2 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

0.0 -0.9 -0.6 0.0 0.0 0.0 -0.1 0.0 -1.0 0.0 0.0 0.0 0.0 -0.6

27.2 9.4

19.8 21.9 21.1 20.0 47.1 36.5 40.2 37.2 42.4 48.3 52.6 37.2

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht

dB

KR Tag

dB

Im | (L AT+KEZ+KR) | Tag Nacht |

dB(A) | dB(A) |

0.0 1 0.6 1 45.7 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

50.1 22.6 43.2 42.3 41.0 40.8 46.8 34.5 35.9 35.2 38.1 36.3 52.6 37.2

0.0 j o.o j o.o j o.o | o.o I o.o 1 o.o 1 0.0 j 0.0 j 0.0 j 0.0 j 0.0 | 0.0 | 0.0 |

> £U CQ CD ->1 N C 3 Q c o IT CD" 3

o CD i OO

Aufpunktbszeichnung Lage des Aufpunktes

: 101 2.0G S -FAS. - C3EB.: R0SEN5TR. 2 : Xi= 4417.0005 km Yi= 5980.5112 km Zi= 8.70 m

Tag Nacht : 57.1 dB(A) 0.0 dB(A)


| 01/ Pkw PB | -

02/ Pkw Ein-Ausf. NO j -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter ] -06/ EKW Frischemarkt | -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachen | -09b/ Entladung Frisc | -10/ Entladung Fachm j -IIa/ Netto | -IIb/ Blücher | -

Emission

Tag dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8

100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / qm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 | 906.4 |

Lw.ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

30.3 21.5 114.5 42.7 51.7 118.1 131.2 17.5

113.0 126.9 100.3 112.9 124.1 35.5 80.8

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

mittlere Werte für Onet

Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.1 0.0 0.4 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.1 0.0 2.1 0.2 0.1

Adiv

dB

-48.1 -40.1 -52.4 -47.2 -49.9 -52.4 -53.4 -43.5 -52.4 -53.0 -51.4 -52.1 -52.9 -45.7 -51.4

Agr Aatm

dB | dB

-1.6 | -0.1 0.0 -3.2 -1.4 -2.5 -3.3 -3.4 -0.3 -3.2 -3.2 -3.0 -2.9 -3.3 -0.9 -2.8

-0.1 -0.2 -0.1 -0.2 -0.3 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

Abar

dB

-0.2 0.0 -0.4 -0.6 0.0 0.0 0.0 -0.1 0.0 -1.0 0.0 0.0 0.0 0.0 -0.5

L AT

Tag

dB(A)

23.1 27.0 10.2 20.7 22.5 21.5 20.4 47.0 36.9 40.6 37.7 42.8 48.7 53.6 37.8

Nacht

Zeitzuschläqe KEZ

Tag

dB(A) | dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

KR Tag

dB

0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

Lm | (L AT+KEZ+KR) | Tag

dB(A)

46.5 49.9 23.5 44.1 42.9 41.4 41.2 46.7 34.9 36.3 35.7 38.5 36.7 53.6 37.8

Nacht i

dB(A) |

0.0 | 0.0 | 0.0 j 0.0 j 0.0 j 0.0 | 0.0 | 0.0 j o.o ! o.o 1 0.0 j 0.0 j 0.0 | o.o 1 0.0 |

LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln

Anlage 8 zum Gutachten Nr. 10098



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Projekt: LärmiirmissioiiBberechnungen Vor- und Zusatzbelastung

Berechnung nach ISO 9613-2 mit Summenpegeln bei 500 Hz, Agr nach Nr. 7.3.2

Aufpunktbezeichnung Lage des Aufpunktes

Auftrag ep2lB3:

Datum 22/09/2010

103 l.CG S -FAS. -GEB.: ROSENSTR. Xi= 4416.9854 Ion Yi= 5980.5098 km zi= lag Nacht 57.1 dB(A) 0.0 dB(A)

2 6.00 m

Emittent Name | ident

01/ Pkw PB | -02/ Pkw Ein-Ausf. MO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter j -06/ EKW Frischemarkt | -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc | -10/ Entladung Fachm j -IIa/ Netto | -

Emission

1 <JBlA>

| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 j 100.0 | 65.0 | 60.0

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Dw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / cm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, lag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

3es Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

20.6 26.8 99.4 31.3 50.0 105.4 121.4 23.8 98.5

112.8 91.8

104.7 112.8 35.7 78.9

De DI

dB | dB

3.0| 0.0 3.0| 0.0 3.0| 0.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 j 0.0 | 0.0 j 0.0 | 0.0 |

mittlere werte für Cmet | Drefl | Adiv | Agr

lag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

dB

0.1 0.0 0.5 0.0 0.3 2.5 2.5 0.0 1.8 0.0 1.5 0.0 2.1 0.2 0.5

dB

-46.2 -39.8 -51.1 -45.2 -48.7 -51.5 -52.7 -43.3 -51.3 -52.0 -50.8 -51.4 -52.0 -45.8 -51.1

dB

-1.6 0.0 -3.5 -1.3 -2.7 -3.6 -3.8 -0.5 -3.5 -3.4 -3.4 -3.3 -3.6 -2.1 -3.3

Aatm

dB

-0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.2 -0.1 -0.2 -0.2 -0.2 -0.1 -0.3 -0.1 -0.2

Abar L AT

Tag

dB | dB(A)

-0.5 | 24.7 -0.4 | 26.9 -1.3 10.4 0.0 0.0 0.0 0.0 -0.3 0.0

-0.8 0.0 0.0 0.0 0.0 | -1.3

23.4 23.6 22.2 20.8 46.8 37.8 41.6 38.4 43.2 49.2 52.3 37.2

Nacht

dB(A)

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 j

0.0 |

Zeitzuschläge KEZ 1 KR

Tag

dB

22.8 22.3

22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

0.0

Nacht

dB

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0

Tag

dB

0.6 0.6

0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0

0.0

Lm |

Tag

dB(A)

48.1 49.8

46.8 44.0 42.1 41.6 46.5 35.8 37.3 36.4 38.9

37.2

Nacht |

dB(A) 1

0.0 j 0.0 |

0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j o.o 1 o.o 1 0.0 |

0.0 |

> a>

CQ CD co N c 3 O (—»-Sü o ZT CD

O CD i

CO


103 2.0G S -FAS. - GEB.: ROSENSTR. 2 Xi= 4416.9854 km Yi« 5980.5098 km Zi= 8.70 m Tag Nacht 57.6 dB(A) 0.0 dB(A)

| Emittent | Name

| 01/ Pkw PB j 02/ Pkw Ein-Ausf. NO | 03/ Pkw Ein-Ausf. NW | 04a/ Pkw Durch ges | 04b/ Pkw Durchf Teil | 05/ EKW Discounter | 06/ EKW Frischemarkt | 07/ Lkw An-Abfahrt | 08a/ LJcw Rang Disc 1 08b/ Entladung Disc. | 09a/ Lkw Rang Fachm | 09b/ Entladung Frisc | 10/ Entladung Fachm | IIa/ Netto | IIb/ Blücher |

I Emission Ident 1

1 Tag I dB(A)

| 34.3 | 48.5 j 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 j 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw* Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / qm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

lw. Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

ges Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

21.5 27.4 99.6 31.9 50.3 105.6 121.5 24.6 98.7

112.9 92.0

104.9 113.0 36.2 79.2

DC

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

mittlere werte für Cmet

Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.1 0.0 0.4 0.0 0.3 2.5 2.5 0.1 1.8 0.0 1.5 0.0 2.1 0.2 0.5

Adiv

dB

-46.5 -40.0 -51.1 -45.3 -48.7 -51.5 -52.7 -43.6 -51.4 -52.1 -50.8 -51.4 -52.1 -45.9 -51.1

Agr

dB

-1.0 0.0 -3.0 -0.6 -1.9 -3.1 -3.3 -0.3 -2.9 -2.9 -2.8 -2.8 j -3.1 j -1.0 | -2.8 j

Aatm

dB

-0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

Abar

dB

-0.2 -0.3 -0.7 0.0 0.0 0.0 0.0 -0.2 0.0 -0.8 0.0 0.0 0.0 0.0 -1.1

L AT

Tag

dB(A)

25.3 26.8 11.4 24.0 24.4 22.7 21.2 46.9 38.3 42.0 38.9 43.6 49.7 53.3 37.9

Nacht

OB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 j 0.0 j 0.0 j 0.0 | 0.0 | o.o 1

Zeitzuschläqe KEZ

Tag

dB

22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0

Nacht KR lag

dB | dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i 0.0 | 0.0 | 0.0 o.o l

0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 | 4.0 3.0 j 4.0 j 3.0 | o.o l 0.0 | 0.0 |

Im (L AT+KEZ+KR) Tag

dB(A)

48.7 49.6 24.7 47.4 44.8 42.6 42.0 46.6 36.3 37.7 36.9 39.3 37.7 53.3 37.9

Nacht

dB(A) |

0.0 0.0 0.0 j 0.0 j o.o 1 0.0 j 0.0 0.0 | 0.0 0.0 | 0.0 1 o.o 1 0.0 | 0.0 j 0.0 |


D "Ö'

Projekt: Lärmininissionsberechnungen Vor- und Zusatzbelastung


Auftrag Datum 22/09/2010


Immission

104 BG S -FAS. - GEB.: ROSENSTR. 4A Xi= 4416.9531 km Yi= 5980.5078 km Zi= 2.30 m Tag Nacht 55.9 dB(A) 0.0 dB{A)

Emittent Name

01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher

Ident

---------------

Emission

Tag dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0

Nacht dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW" Lw' Lw" Lw Lw" Lw"

RQ | 1 1

2.0| 1.0| 1.0| 1.0| 1.0| i.ol 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|

Anz./L/Fl

/ m / cm

Lw.ges Tag

dB(A)

Nacht

Korr. Formel

dB(A) | dB

3691.0 | 70.0 | 0.0 37.4 27.9 70.6 215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0 100.0 97.1 89.6

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

DC | 1

dB |

0.0 | 20.4 | 3.0| 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

35.4 69.9 28.9 31.5 83.7 106.9 27.8 70.7 86.3 82.7 95.5 95.0 50.2 83.2

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|

DI mittlere Werte für

cmet Tag

dB | dB

Nacht Drefl Adiv Agr

dB | dB | dB [ dB

Aatm Abar

dB | dB

0.0 | 0.0 | 0.0 1 0.1 1 -44.1 1 -2.8 1 -0.1 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.2 0.0 0.4 2.5 2.5 0.1 1.9 0.0 1.8 0.0 2.1 0.2 1.2

-43.7 -48.1 -42.0 -46.4 -49.5 -51.6 -44.2 -48.8 -49.7 -49.9 -50.6 -50.6 -47.9 -51.3

-3.1 -4.0 -2.6 -3.5 -4.1 -4.3 -3.0 -3.9 -3.8 -4.0 -3.9 -4.1 -4.1 -4.1

-0.1 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.1 -0.2 -0.1 -0.2

-0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -2.0

L AT

Tag

dB(A)

26.1 20.2 14.0 25.3 25.2 23.8 21.4 43.8 40.1 44.4 38.9 43.4 50.2 48.2 36.2

Nacht

Zeitzuschläqe KEZ

Tag

dB(A) | dB

0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0

Nacht

dB

KR Tag

dB

Lm | (L AT+KEZ+KR) | Tag Nacht |

Q*B(A) | dB(A) |

0.0 1 0.6 1 49.5 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

43.1 27.3 48.7 45.6 43.6 42.2 43.5 38.1 40.1 36.9 39.1 38.2 48.2 36.2

0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 j 0.0 j

> tu CD CD O N cz 3 Q c ,—* tt) o ZT »—t-CD 3

o CD

i 00


[04 1.03 CU 4416.9531 Tag 57.2 dB(A)

S -FAS. km Yl= 5980 Nacht 0.0 dB(A)

f3TR 5078

: ROSENSTR. km zi=

4A 5.00 m

Emittent Name | Ident

01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges j -04b/ Pkw Durchf Teil | -05/ EKW Discounter j -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc j -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc j -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher j -

Emission

Tag

dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw» Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / qm

3691.0 37.4 27.9 70.6 215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw.ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0 100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

20.8 35.7 70.0 29.2 31.8 83.8 107.0 28.1 70.8 86.4 82.7 95.5 95.1 50.4 83.3

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

mittlere Werte für cmet

Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.1 0.0 0.2 0.0 0.3 2.5 2.5 0.1 1.8 0.0 1.7 0.0 2.0 0.1 1.3

Adiv

dB

-44.2 -43.6 -48.1 -42.0 -46.3 -49.5 -51.6 -44.3 -48.7 -49.7 -49.8 -50.6 -50.6 -47.9 -51.3

Agr Aatm

dB | dB

-1.2 | -0.1 -1.5 -3.2 -0.6 -2.3 -3.5 -3.8 -1.3 -3.2 -3.1 -3.4 -3.3 -3.5 -3.2 -3.6

-0.1 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.2 -0.2 -0.1 -0.1 -0.2

Abar

dB

0.0 -0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.1 -1.7

L AT

Tag Nacht

dB(A) | dB(A)

27.6 1 0.0 21.8 14.8 27.3 26.4 24.4 21.9 45.4 40.8 45.0 39.5 43.9 50.8 48.9 37.1

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Zeitzuschläge KEZ

Tag | Nacht

dB | dB

22.8 | 0.0 22.3 | 0.0 12.7 | 0.0 22.8 | 0.0 19.8 | 0.0 19.3 | 0.0 20.2 | 0.0 -2.5 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -12.0 | 0.0 0.0 | 0.0 0.0 | 0.0

KR Tag

dB

0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A)

Nacht j

dB(A) |

51.0 0.0 1 44.7 28.1 50.7 46.8 44.3 42.7 45.1 38.8 40.7 37.5 39.6 38.8 48.9 37.1

0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | o.o 1 0.0 j 0.0 | o.o 1 0.0 j 0.0 j 0.0 j 0.0 |


Projekt: LärmimmiBsionsberechnungen Vor- und Zusatzbelastung B e r e c h n u n g n a c h ISO 9613-2 m i t Sunroenpegeln b e i 500 Hz, Agr n a c h N r . 7 . 3 . 2

A u f t r a g

ep21EG£

Datum

2 2 / 0 9 / 2 0 1 0

A u f p u n k t b e z e i c h n u n g Lage d e s A u r p u n k t e s

105 EG S -FAS. Xi= 4 4 1 6 . 9 1 6 0 km Yi

Tag N a c h t 5 6 . 2 dB{A) 0 . 0 dB{A)

- GEB.: ROSENSTR. 20 5980 .5024 km Zi= 2 . 3 0 m

Emittent Name

01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher |

Ident

--------------"

Emission

Tag

dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8

100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / gm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw.ges Tag

dB (AI

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

min. ds

m

De

dB

0.0 | 19.6 | 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

64.7 35.3 27.4 33.6 65.5 97.1 27.3 42.2 57.9 83.6 94.1 81.6 74.7 99.5

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

mittlere Werte für cmet

Tag Nacht Drefl

dB | dB | dB

0.0 | 0.0 | 0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.2 0.0 0.3 2.5 3.9 0.2 1.4 0.0 1.7 0.0 0.1 0.3 1.6

Adiv Agr

dB | dB

-43.8 | -2.7 -48.5 -42.6 -41.6 -45.4 -47.3 -50.7 -45.3 -44.9 -46.2 -49.8 -50.5 -49.2 -50.8 -52.3

-4.0 -2.9 -2.5 -3.4 -3.9 -4.2 -3.0 -3.3 -3.2 -4.0 -3.9 -4.0 -4.3 -4.2

Aatm

dB

-0.1 -0.1 -0.1 -0.1 -0.1 -0.2 -0.3 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.2

Abar

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.7

L AT

Tag

dB(A)

26.4 14.6 20.6 25.8 26.2 26.1 23.7 42.8 44.1 48.5 38.9 43.5 49.8 45.1 35.8

Nacht

Zeitzuschläge KEZ

Tag Nacht

dB(A) | dB | dB

0.0 1 22.8 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | o.o 1

KR Tag

dB

Im | (L AT+KEZ+KR) | Tag Nacht |

dB(A) | dB(A) |

0.6 1 49.8 1 0.0 1 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

37.4 33.9 49.2 46.6 46.0 44.5 42.5 42.1 44.2 36.9 39.2 37.8 45.1 35.8

0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1

> ZJ_ CD

CO CD

N

c

O c o ZT i—t-CD z:

o CD i

00

A u f p u n k t b e z e i c h n u n g Lage d e s A u f p u n k t e s

105 Xi=

1.0G S -FAS. 4416.9160 km Yi= 5980

Tag 57 4 dB(A)

Nacht 0.0 dB(A)

GEB 5024

: ROSENSTR. km Zi=

20 5.00 m


01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges j -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt j -08a/ Lkw Rang Disc | -08b/ Entladimg Disc. | -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc j -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher | -

S Emission

1 Tag

| dB(A)

| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 I 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw' Lw" Lw' Lw" | Lw | Lw" j Lw" j

RQ 1 1 Anz./L/Fl

| / m / qm

2.0 | 1.0| i.ol 1.0| 1.0| 1.0| 1.0| i.ol 1.0| 3.0| i-o 1 3.0| 0.0| 2.0| 2.0 |

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw.ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

20.1 64.8 35.6 27.7 33.9 65.7 97.2 27.6 42.4 57.9 83.7 94.1 81.7 74.8 99.6

De | 1

dB |

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0' 3.0| 6.0| 3-0| 3.0| 3.0|

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

mittlere Werte für Cmet

Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.0 0.0 0.1 0.0 0.3 2.5 3.9 0.2 1.3 0.0 1.7 0.0 0.4 0.2 1.6

Adiv

dB

-43.9 -48.6 -42.6 -41.8 -45.5 -47.3 -50.7 -45.3 -45.0 -46.3 -49.8 -50.5 -49.2 -50.7 -52.2

Agr Aatm

dB | dB

-1.2 | -0.1 -3.2 -1.1 -0.5 -2.0 -3.0 -3.7 -1.4 -2.0 -2.1 -3.4 -3.3 -3.3 -3.7 -3.8

-0.1 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.1 -0.1 -0.2 -0.1 -0.2 -0.2 -0.2

Abar L AT

Tag Nacht

dB | dB(A) | dB(A)

Zeitzuschläge KEZ

Tag Nacht KR Tag

Im | (L AT+KEZ+KR) | Tag

dB | dB | dB | dB (A)

0.0 | 27.8 1 0.0 1 22.8 1 0.0 1 0.6 1 51.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.6

15.3 22.3 27.6 27.5 27.0 24.3 44.4 45.2 49.5 39.5 44.1 50.7 45.7 36.4

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

38.2 35.6 51.0 47.9 46.9 45.1 44.1 43.2 45.2 37.5 39.8 38.7 45.7 36.4

Nacht |

dB(A) |

0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0,0 | o.o 1


Projekt: LännirnMssic>nsberechnungen Vor- und Zusatzbelastung

Berechnung nach ISO 9613-2 mit Sunmenpegeln bei 500 Hz, Agr nach Nr. 7.3.2

Auftrag ep21EGE

Datum 22/09/2010


106 EG S -FAS. - GEB.: ROSENSTR. 22 Xi= 4416.8833 km Yi= 5980.4976 km Zi= 2.30 m Tag Nacht 54.8 dB(A) 0.0 dB{A)

| Emittent 1 Name | Ident

| 01/ Pkw PB | -| 02/ Pkw Ein-Ausf. NO | -| 03/ Pkw Ein-Ausf. NW j -| 04a/ Pkw Durch ges | -| 04b/ Pkw Durchf Teil | -| 05/ EKW Discounter | -| 06/ EKW Frischemarkt | -| 07/ Lkw An-Abfahrt | -| 08a/ Lkw Rang Disc | -| 08b/ Entladung Disc. | -| 09a/ Lkw Rang Fachm | -| 09b/ Entladung Frisc | -j 10/ Entladung Fachm j -| IIa/ Netto | -| IIb/ Blücher | -

Emission

Tag dB(A)

34.3 48.5 48,5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8

100.0 65.0 60.0

Nacht

dB(A)

0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' LW' Lw' Lw' Lw' LW' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / qm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1,0

1607.6 906.4

Lw.ges Tag

dB(A)

70,0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

26.0 95.4 15.4 33.3 33.7 65.8 99.9 33.6 36.8 46.4 97.7

105.2 83.8

102.2 122.5

De DI

dB | dB

3.0| 0.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht Drefl

dB | dB

0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.1 0.0 0.1 2.5 4.7 0.1 0.5 2.1 0.7 0.0 0.1 0.3 1.7

Adiv

dB

-46.6 -51.5 -38.2 -45.3 -47.0 -47.4 -51.1 -47.6 -43.7 -44.3 -51.0 -51,4 -49.5 -53.1 -53.4

Agr Aatm Abar

dB | dB | dB

-3.5 | -0.1 1 0.0 -4.3 -0.9 -3.3 -3.6 -3.9 -4.2 -3.6 -3.0 -2.6 -4.1 -4.0 -4.0 -4.4 -4.3

-0.2 0.0 -0.1 -0.1 0.0 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.2 -0.2 -0.3

0.0 0.0 0.0 0.0 0.0 -4.7 0.0 0,0 0.0 0.0 0.0 -4.8 0.0 -1.6

L AT

Tag

dB(A)

22.8 11.2 27.0 21.3 24.2 26.2 19.5 39.8 44.7 53.1 36.6 42.4 44.6 42.7 34.6

Nacht

Zeitzuschläge KEZ

Tag

dB(A) | dB

0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht KR Tag

Lm j (L AT+KEZ+KR) | Tag

dB | dB | dB(A)

0.0 0.6 1 46.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

34.1 40.3 44.6 44.6 46.0 40.3 39.5 42.7 48.8 34.6 38.1 32.6 42.7 34.6

Nacht j

dB(A) |

0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 0.0 j 0.0 | 0.0 j 0.0 | 0.0 j 0.0 j 0.0 | o.o 1

> Z3_

cu CQ CD N3 N c 3 O c 03 O ZT (—t-CD ZI

o CD

i 00


106 l.OG S -FAS Xi= 4416.8833 km Y: Tag Nacht 55.9 dB(A) 0.0 dB(A)

- GEB. : ROSENSTR. 22 <TD>-5980.4976 km Zi= 5.00 m

| Emittent | Name

| 01/ Pkw PB | 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher

1 Emission Ident |

1 Tag

I dB(A)

| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 j 71.0 | 79.2 j 71.0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz, /L/Fl

/ m / gm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

ges Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0

min. ds

m

26.4 95.5 16.0 33.5 33,9 65.9

100.0 33.9 37.0 46.5 97.8

105.2 83.9 102.3 122.6

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.1 0.0 0.1 0.0 0.1 2.5 4.2 0.1 0.4 2.1 0.7 0.0 0.2 0.3 1.7

Adiv

dB

-46.7 -51.5 -38.5 -45.3 -47.0 -47.4 -51.1 -47.6 -43.7 -44.4 -51.0 -51.4 -49.5 -53.1 -53.5

Agr

dB

-2.2 -3.8 -0.1 -1.9 -2.4 -3.0 -3.7 -2.3 -1.5 -1.3 -3.6 -3.5 -3.3 -4.0 -3.9

Aatm

dB

-0.1 -0.2 0.0 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 0.0 -0.2 -0.2 -0.2 -0.2 -0.3

Abar

dB

0.0 0.0 0.0 0.0 0.0 0.0 -3.8 0.0 0.0 0.0 0.0 0.0 -4.3 0.0 -1.4

L AT

Tag

dB(A)

24.1 11.7 27.5 22.7 25.4 27.0 20.4 41.1 46.1 54.4 37.1 42.9 45.9 43.1 35.2

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Zeitzuschläge KEZ

Tag

dB

22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht

dB

KR Tag

dB

0,0 1 0.6 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A)

47.5 34.6 40.8 46.1 45.8 46.9 41.2 40.8 44.1 50.1 35.1 38.6 33.9 43.1 35.2

Nacht |

dB(A) |

0.0 | o.o 1 0.0 j 0.0 | 0.0 j 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j


Projekt: Läntdimdssionsberechnungen Vor- und Zusatzbelastung


Auftrag ep21EGE

Datum 22/09/2010

Aufpunktbezeichnung Lage des Auf punktes

107 EG SO -FAS. - GEB.: ROSENSTR. 17 Xi= 4416.8618 km Yi= 5980.4780 km Zi= 2.80 m

Tag Nacht 55.1 dB CA) 0.0 dB (A)


01/ Pkw PB | -02/ Pkw Ein-Ausf, NO | -03/ Pkw Ein-Ausf. NW 1 -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc | -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher j -

| Emission

| Tag

I dB(A)

| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 j 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

LW" Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw" Lw' Lw" Lw Lw" Lw"

RQ | 1 1

2.0; 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|

Anz./L/Fl

/ m / gm

3691.0 37.4 27.9 70.6 215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63,0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0 100.0 97.1 89.6

ges Nacht

Korr. Formel

min. ds De |

1 dB (A) | dB | m | dB |

0.0 | 0.0 | 35.0 | 3.0| 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

115.4 28.2 42.2 38.7 62.1 94.8 38.5 36.9 37.0 98.7 105.7 78.7 118.1 129.7

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0 3.0| 3.0| 3.0|

DI mittlere werte für

Cmet Tag Nacht

Drefl Adiv Agr Aatm Abar L AT

Tag Nacht

Zeitzuschläge KEZ

Tag Nacht KR Tag


<3B| dB | dB | dB | dB | d B | d B | dB | dB(A) | dB(A) | dB | dB | dB | dB(A) | dB(A) |

0.0 | 0.0 | 0.0 | 1.0 | -48.3 | -3.7 | -0.1 | 0.0 | 21.9 1 0.0 | 22.8 1 0.0 1 0.6 1 45.3 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

1.7 0.3 1.3 1.0 0.0 2.6 1.1 1.5 1.9 0.0 0.0 3.8 1.8 2.1

-53.1 -40.7 -47.7 -47.6 -46.9 -50.5 -48.7 -43.1 -42.4 -51.2 -51.5 -48.9 -54.0 -53.8

-4.3 -1.8 -3.6 -3.5 -3.6 -4.1 -3.6 -2.5 -1.5 -4.1 -3.9 -3.8 -4.4 -4.3

-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.1 -0.2 -0.3 -0.3

0.0 0.0 0.0 0.0 -5.3 -11.4 0.0 0.0 0.0 0.0 0.0

-14.7 0.0 -2.1

11.3 23.7 19.9 24.6 19.1 11.4 39.7 46.8 55.9 35.7 42.5 39.3 43.2 34.2

0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

34.2 37.0 43.3 45.0 38.9 32.2 39.4 44.8 51.6 33.7 38.2 27.3 43.2 34.2

0.0 j 0.0 | o.o 1 0.0 | 0.0 | o.o 1 o.o 1 0.0 j o.o 1 o.o 1 0.0 | o.o 1 o.o 1 0.0 j

> Z3_ 03

CO CD

OJ N C

Q c .-+ tu o ZT CD" Z3

o CD


• 107 l.OG SO -FAS. : Xi= 4416.8618 km Yi.


- GEB.: ROSENSTR. 5980.4780 km Zi=

Emittent Name

01/ Pkw PB 02/ Pkw Ein-Ausf, NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher

! Emission Ident j

1 Tag

I dB(A)

| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 1 63.0 | 71.0 | 79.2 | 71.0 | | 78.8 j | 100.0 | 1 65.0 1 | 60.0 |

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw* Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / qm

3691,0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

ges Nacht

<3B(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

35.3 115.4 28.5 42.4 38.9 62.2 94.9 38.8 37.2 37.2 98.8

105.7 78.8 118.2 129.8

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.9 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.9 1.7 0.4 1.2 1.0 0.0 2.9 1.1 1.5 1.9 0.0 0.0 4.7 1.8 2.0

Adiv

dB

-48.3 -53.1 -40.8 -47.8 -47.7 -46.9 -50.5 -48.8 -43.2 -42.4 -51.3 -51.5 -48.9 -54.1 -53.7

Agr

dB

-2.7 -3.9 -0.1 -2.6 -2.4 -2.7 -3.5 -2.5 -0.8 0.0 -3.5 -3.4 -3.1 -4.1 -3.9

Aatm

dB

-0.1 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 0.0 -0.2 -0.1 -0.1 -0.3 -0.3

Abar

dB

L AT

Tag

dB(A)

0.0 1 22.8 0.0 0.0 0.0 0.0 -4.7 -6.4 0.0 0.0 0.0 0.0 0.0

-10.7 0.0 -1.8

11.7 25.4 20.7 25.6 20.6 17.3 40.7 48.4 57.4 36.2 43.0 44.9 43.5 34.9

Nacht

Zeitzuschläge KEZ

Tag

dB(A) | dB

0.0 | 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht KR Tag

dB | dB

0.0 | 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A)

46.1 34.6 38.7 44.1 46.0 40.5 38.1 40.4 46.4 53.1 34.2 38.7 32.9 43.5 34.9

Nacht |

dB(A) |

0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 o.o 1 o.o 1 0.0 | o.o 1 0.0 j o.o 1


Projekt: LäimunttisBicmBberectourigen Vor- und Zuaatzbelastung

Berechnung nach ISO 9613-2 mit Summenpegeln bei 500 Hz, Agr nach Nr. 7,3.2

Auftrag Datum 2 2 / 0 9 / 2 0 1 0

A u f p u n k t b e z e i c h n u n g Lage d e s A u f p u n k t e s

108 EG NO -FAS. - GEB.: GEPLANTES WA <LD>-

Xi= 4 4 1 6 . 8 6 0 4 km Yi= 5 9 8 0 . 4 6 0 9 km Zi= 2 . 8 0 m Tag N a c h t 5 3 . 8 dB(A) 0 . 0 dB(A)


01/ Pkw PB | -

02/ Pkw Ein-Ausf. NO j -03/ Pkw Ein-Ausf. NW j -04a/ Pkw Durch ges j -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt j -08a/ Lkw Rang Disc | -08b/ Entladung Disc. j -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc j -10/ Entladung Fachm j -IIa/ Netto j -IIb/ Blücher | -

1 Emission

[ Tag

I dB(A)

| 34.3 | 48.5 | 48.5 j 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71,0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ 1 1 1

2.0 | 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0] 1.0| 3.0| 1.0| 3-0| 0.0| 2.0| 2.0|

Anz./L/Fl Lw.ges Tag Nacht

Korr. Formel

/ m / qm | dB(A) | dB(A) | dB

3691.0 | 70.0 | 0.0 | 0.0 37.4 27.9 70.6

215.6 10,0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0

min. ds

m

39.3 119.0 34.3 44.8 38.2 54,3 84.2 38.0 29.8 27.4 88.8 98.0 69.1

118.8 122.1

De | 1

dB |

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0,0 0.0 0.0 0.0 0.0


Tag

dB

Nacht Drefl

dB | dB

Adiv

dB

0.0 | 0.0 1 2.6 1 -48.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

2.3 2.5 2.1 2.6 0.7 2.2 2.4 2.4 1.2 3.4 0.0 3.5 2.7 4.4

-53.4 -41.8 -48.1 -47.3 -45.7 -49.5 -48.7 -42.1 -40.4 -50.6 -50.8 -47.8 -54.0 -53.4

Agr

dB

Aatm

dB

-3.7 1 -0.1 -4.3 -2.3 -3.7 -3.4 -3.4 -4.0 -3.4 -2.1 -0.3 -4.0 -3.8 -3.6 -4.4 -4.2

-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3

Abar

dB

-0.4 0.0 0.0 0.0 -1.1

-15.4 -14.0 -1.0 -0.2 -8.7 -7.7 -8.0

-15.6 0.0 -6.8

L AT

Tag Nacht

Zeitzuschläqe KEZ

Tag Nacht

dB(A) | dB(A) | dB | dB

23.1 0.0 1 22.8 1 0.0 11.6 24.3 20.2 25.5 11.1 9.5

40.2 48.9 49.7 32.1 35.2 39.4 44.1 32.3

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

KR Tag

dB

Lm (L AT+KEZ+KR) Tag Nacht

dB(A) | dB(A)

0.6 1 46.5 1 0.0 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

34.5 37.6 43.6 45.9 31.0 30.3 39.9 46.9 45.4 30.1 30.9 27.4 44.1 32.3

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 j o.o 1

> Z3_ 03

CD CD

N cz 3 O cz I—+■

o ZT CD ZI

o CD i

0 0

A u f p u n k t b e z e i c h n u n g Lage d e s Auf p u n k t e s

108 l .CG NO -FAS. - GEB.: GEPLANTES WA <LD>-

Xi« 4 4 1 6 . 8 6 0 4 km Yi= 5 9 8 0 . 4 6 0 9 km Zi= 5 . 5 0 m Tag N a c h t 5 5 . 0 dB(A) 0 . 0 dB(A)

Emittent Name


Ident

-

--------------

Emission

Tag dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ | I 1

2.0| 1.0| 1.0| 1.0| 1.0| 1.0| i.ol 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|

Anz./L/Fl

/ m / qm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw.ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0

min. ds

m

39.5 119.0 34.6 45.0 38.4 54.5 84.3 38.3 30.0 27.6 88.9 98.0 69.2

118.9 122.2

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.9 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

2.5 2.3 2.2 2.1 2.4 0.0 2.3 2.2 2.3 1.3 1.9 0.0 4.7 2.8 3.8

Adiv

dB

-48.3 -53.4 -41.7 -48.3 -47.3 -45.7 -49.5 -48.6 -42.2 -40.4 -50.6 -50.8 -47.8 -54.1 -53.3

Agr

dB

Aatm

dB

-2.8 1 -0.1 -3.9 -0.4 -2.7 -2.2 -2.3 -3.3 -2.3 -0.4 0.0 -3.4 -3.3 -2.8 -4.1 -3.8

-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3

Abar

dB

L AT

Tag

dB(A)

-0.3 1 24,0 0.0 0.0 0.0 -0.8 -13.8 -9.0 -0.8 -0.2 -8.6 -2.4 -2.4

-11.2 0.0 -2.9

12.0 26.0 21.0 26.8 13.1 15.3 41.4 50.4 50.1 36.5 41.3 45.8 44.5 36.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Zeitzuschläge KEZ

Tag

dB

Nacht

dB

KR Tag

dB

22.8 1 0.0 1 0.6 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4,0 3.0 0.0 0.0 0.0

Lm | (L AT+KEZ+KR) | Tag Nacht j

dB(A) | dB(A) |

47.4 | 0.0 1 34.9 39.3 44.4 47.2 33.0 36.1 41.1 48.4 45.8 34.5 37.0 33.8 44.5 36.0

0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0.0 | o.o 1 o.o 1 o.o 1 0.0 | o.o 1 0.0 j

o 'S'


Projekt: Larrniinmissionsberechnungen Vor- und Zusatzbelastung

Berechnung nach ISO 9613-2 mit Sunmenpegelri bei 500 Hz, Agr nach Nr. 7.3.2

Auftrag ep21EGE

Datum 22/09/2010

Aufpunktbezeichnung Lage des Auf punktes

109 1.03 WNW-FAS. - GEB.: BÄDERSTR. 24 Xi= 4416.9893 km Yi= 5980.4038 km 2i= 6.00 m

Teig Nacht 59.5 dB(A) 0.0 dB(A}

Emittent Name


Ident

---------------

Emission

Tag dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8

100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ

2,0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / gm

3691,0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw.ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds DC |

1 m | dB |

39.6 | 3.0| 79.2

113.1 79.6 45.5 87.0 66.1 45.8 100.9 111.7 44.6 44.8 75.0 29.9 5.4

3,0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0! 3.0| 6.0| 3.0| 3.0| 2.7|

DI mittlere werte für

Onet Tag

dB | dB

0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

Drefl

dB

0.0 | 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.7 0.0 0.3 0.0 2.1 2.4 0.3 0.0 0.0 0.0 0.0 1.6 0.1 0.1

Adiv

dB

-48.1 -49.2 -52.6 -50.0 -47.7 -49.8 -47.4 -48.4 -51.5 -52.0 -44.3 -44.0 -48.5 -45.9 -34.5

Agr Aatm

dB | dB

Abar

dB

L AT

Tag Nacht

dB(A) | dB<A)

Zeitzuschläge KEZ

Tag Nacht KR Tag

Lm | {L AT+KEZ+KR) [ Tag

dB [ dB | dB | dB(A)

Nacht i

dB(A) |

-2.6 | -0.1 1 -0.5 1 21.8 1 0.0 1 22.8 1 0.0 1 0.0 1 44.6 1 0.0 1 -3.1 -3.7 -3.3 -2.5 -3.3 -2.7 -2.7 -3.5 -3.4 -1.2 -0.6 -2.8 -1.7 0.0

-0.2 -0.2 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.1 -0.2 -0.1 0.0

0.0 0.0 -0.8 -0.6 0.0

-12.5 -0.6 -0.4 -12.3 -0.9 -1.6 0.0

-0.9 0.0

15.3 9.5

15.9 23.9 23.9 14.7 39.5 35.4 30.1 44.7 51.7 53.1 51.6 57.9

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

37.6 22.2 38.6 43.7 43.2 34.9 37.0 29.4 22.8 38.7 44.4 41.1 51.6 57.9

0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0.0 |

> Z3_ 0)

CQ CD

O l N C

O cz ÜD O Z T CD ZJ

o CD i

OO


1010 1.0G WNW-FAS. Xi= 4416.9971 km YL Tag Nacht 60.1 dB(A) 0.0 dB(A)

- GEB.: BÄDERSTR. 5980.4165 km Zi=


01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil j -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. j -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc | -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher | -

| Emission

I Tag

I dB(A)

| 34.3 j 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ

2.0 1,0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / am

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw.ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

41.2 67.9

111.1 75.5 49.3 90.8 74.4 49.3 102.9 114.6 49.1 50.6 81.2 16.6 5.3

De | 1

dB |

3.0| 3-01 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 2.7|

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 j 0.0 j o.o 1 o.o 1 0.0 | o.o 1 o.o 1

Nacht Drefl | Adiv Agr

dB | dB | dB | dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 | -47.8 | -2.6 0.5 | -47.9 0.0 | -52.6 0.3 | -49.4 0.0 | -47.6 2.2 | -50.2 2.0 j -48.5 0.2 | -47.9 0.0 | -51.7 0.0 | -52.2 0.0 | -45.2 0.0 j -45.2 0.9 | -49.2 0.1 | -43.2 0.2 | -35.1

-2.8 -3.7 -3.1 -2.6 -3.3 -3.0 -2.7 -3.5 -3.4 -1.6 -1.3 -3.0 -0.7 0.0

Aatm

dB

-0.1 -0,1 -0.2 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 j -0.2 | -0.1 j -0.1 | -0.2 | -0.1 | 0.0 |

Abar

dB

L AT

Tag Nacht

dB(A) | dB(A)

Zeitzuschläge KEZ

Tag | Nacht KR Tag

dB | dB | dB


dB(A) | dB(A) j

-1.0 1 21.6 1 0,0 1 22,8 1 0.0 1 0.0 1 44.4 0.0 -0.5 -0.3 -0.9 0.0

-10.5 -0.5 -0.4

-12.2 0.0 -1.0 0.0 -0.8 0.0

16.9 8.9

17.2 23.6 23.6 14.9 40.0 35.2 30.0 44.3 50.4 51.5 55.4 57.4

0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 i 0.0 12.7 | 0.0 22.8 | 0.0 19.8 j 0.0 19.3 | 0.0 20.2 | 0.0 -2.5 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -12.0 | 0.0 0.0 | 0.0 0.0 | 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

39.2 21.6 40.0 43.4 42.9 35.1 37.5 29.2 22.7 38.3 43.1 39.5 55.4 57.4

0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 0.0 |


Projekt:

Lärinirrinlssionsberechnungen Vor- und Zusatzbelastung

Berechnung nach ISO 9613-2 mit Sutrmenpegelii be i 500 Hz, Agr nach Nr. 7.3.2

Auftrag ep21EGE

Datum

22/09/2010


Irrmission

1011 EG Xi= 4417.0366 km Yi l a g Nacht 56.3 dB(A) 0.0 dB(A)

- GEB.: GEPLANTES MI 5980.4B78 km Zi= 2.80 m


01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc | -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher j -

j Emission

i Tag

I dB(A)

| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ | 1 Anz./L/Fl

1 / m / gm

2.0) 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3,0| 1.0| 3.0| o.o| 2.0| 2.0 |

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67,0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

jes Nacht

Korr, Formel

dB(A) | dB

0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

56.3 32.7 144.4 85.2 85.4

137.5 139.8 22.8

140.5 152.3 107.6 116.9 138.1 13.7 70.9

De | 1

dB |

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.01 3.0| 3.0| 6.0| 3.0| 6.0; 3.0| 3.0| 3.0|

DI

dB


Tag

dB

Nacht Drefl Adiv |

1 dB | dB | dB |

0.0 | 0.0 | 0.0 1 0.1 1 -50.8 1 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.3 0.0 0.4 2.5 2.3 0.1 1.8 0.0 0.5 0.0 2.2 0.3 0.0

-43.6 | -54.2 | -SO.5 | -51.6 | -53.8 | -53.9 | -46.6 | -54.1 | -54.7 | -52.1 j -52.4 | -53.8 j -42.7 | -50.5 |

Agr

dB

-4.1 -2.8 -4.4 -4.1 -4.2 -4.3 -4.3 -2.5 -4.3 -4.2 -4.1 -4.0 -4.3 -2.2 -4.0

Aatm Abar L AT

Tag

dB | dB | dB (A)

-0.2 0.0 1 18.1 -0.1 -0.3 -0.2 -0.2 -0.3 -0.3 -0.1 -0.3 -0.3 -0.2 -0.2 -0.2 -0.1 -0.2

0.0 0.0 0.0 0.0 0.0

-0.4 0.0 0.0 -2.5 0.0 -0.4 0.0 0.0 -3.4

20.7 7.4

15.2 19.2 19.1 18.4 41.9 34.1 36.3 35.3 41.0 46.9 55.4 34.4

Nacht

zeitzuschläqe KEZ

Tag

dB(A) | dB

0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0

Nacht KR Tag

dB | dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Im | (L AT+KEZ+KR) 1 Tag

dB(A)

Nacht j

dB(A) j

40.9 0.0 1 42.9 20.0 38.0 39.0 38.4 38.6 39.4 28.1 29.0 29.3 33.7 34.9 55.4 34.4

0.0 j o.o 1 0.0 j 0.0 | 0.0 | 0.0 | 0.0 j 0.0 j 0.0 | 0.0 | o.o 1 o.o 1 0.0 | 0.0 j

> ZJ_ DJ

CQ CD

CD N C

O c S" o ZT CD Z I

o CD i

00


Immission

1011 1.0G - GEB.: GEPLANTES MI <ID>-Xi= 4417.0366 km Yi= 5980.4878 km Zi= 5.50 m Tag Nacht 57.4 dB(A) 0.0 dB(A)

| Emittent | Name

| 01/ Pkw PB | 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher

I Emission Ident |

1 Tag

1 dB(A)

| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 j 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' j Lw' | Lw' j Lw' | Lw" j Lw' | Lw" | Lw | Lw" | Lw" j

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz. /L/Fl

/ m / gm

3691,0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

ges Nacht

cäB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

56.5 33.0

144.5 85.3 85.5

137.6 139.8 23.2 140.5 152.4 107.6 117.0 138.1 14.5 71.0

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl | Adiv | 1 1

dB | dB |

0.0 | -50.7 | 0.0 | -43.7 | 0.3 | -54.3 | 0.0 | -50.5 j 0.4 j -51.7 | 2.5 | -53.8 | 2.3 | -53.9 | 0.1 | -46.6 | 1.8 | -54.1 | 0.0 j -54.6 | 0.5 | -52.0 j 0.0 | -52.4 | 2.2 | -53.8 | 0.3 | -42.8 | 0.0 | -50.5 |

Agr

dB

-3.4 -1.1 -4.0 -3.5 -3.6 -4.0 -4.0 -1.3 -3.9 -3.9 -3.7 -3.6 -3.9 -0.9 -3.4

Aatm

dB

-0.2 -0.1 -0.3 -0.2 -0.2 -0.2 -0.3 -0.1 -0.3 -0.3 -0.2 -0.2 -0.3 -0.1 -0.2

Abar

dB

0.0 0.0 0.0 0.0 0.0 0.0 -0.3 0.0 0.0 -2.5 0.0

-0.2 0.0 0.0 -1.8

L AT

Tag

dB(A)

18.7 22.3 7.7

15.8 19.7 19.5 18.8 43.1 34.5 36.7 35.8 41.6 47.2 56.6 36.7

Nacht

Zeitzuschläge KEZ

Tag

dB(A) | dB

0.0 | 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

KR Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lm (L AT+KEZ+KR) Tag

dB(A)

41.5 44.6 20.4 38.5 39.5 38.8 39.0 40.6 28.5 29.4 29.8 34.3 35.2 56.6 36.7

Nacht

dB(A)

0.0 0.0 | 0.0 j 0.0 j 0.0 j 0.0 j 0.0 | o.o 1 o.o 1 0.0 | 0.0 0.0 j 0.0 | 0.0 | o.o 1

LIMA_7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln

Projekt: Mit Lärmschutzwänden an der Rosenstraße h » 3,0 / 2,5 Berechnung nach ISO 9613-2 mit Sunnienpegeln bei 500 Hz, Agr nach Nr. 7.3.2

Auftrag ep2-lslEGE

Datum 22/09/2010


101 1.0G S -FAS. Xi= 4417.0005 km ' Tag Nacht 56.5 dB(A) 0.0 dB(A)

- GEB.: ROSENSTR. 5980.5112 km Zi=

| Emittent Name | ident

01/ Pkw PB | -

02/ Pkw Ein-Ausf. NO j -03/ Pkw Ein-Ausf. NW j -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ lkw Rang Disc | -08b/ Entladung Disc. j -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc | -10/ Entladung Fachm j -IIa/ Netto | -IIb/ Blücher | -

Emission

1 Tag I dB(A)

| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 j 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | o.o 1

lw" lw' lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" lw" |

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / qm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50,6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

ges Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |

min. ds

m

29.7 20.6 114.4 42.3 51.3 117.5 131.1 16.4

112.9 126.7 100.1 112.8 123.9 35.0 80.6

DC

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.1 0.0 0.6 0.0 0.3 2.5 2.5 0.0 1.8 0.0 1.2 0.0 2.1 0.2 0.1

Adiv

dB

-48.1 -39.8 -52.3 -47.3 -49.8 -52.5 -53.4 -43.4 -52.5 -53.0 -51.5 -52.0 -52.9 -45.5 -51.3

Agr

dB

-2.3 -0.1 -3.7 -2.2 -3.2 -3.7 -3.8 -0.4 -3.6 -3.6 -3.5 -3.4 -3.7 -2.1 -3.4

Aatm

dB

-0.1 -0.1 -0.2 -0.1 -0.2 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

Abar

dB

-1.1 0.0 -2.0 -2.0 -0.2 0.0 0.0 -0.1 -0.1 -1.0 0.0 0.0 0.0 0.0 -0.6

L AT

Tag

dB(A)

21.5 27.2 8.3

18.4 21.7 21.1 20.0 47.0 36.4 40.2 37.2 42.4 48.3 52.6 37.2

Nacht

zeitzuschläqe KEZ

Tag

dB(A) | dB

0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 | 0.0 | o.o 1

KR Tag

dB

0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A)

44.9 50.1 21.6 41.8 42.1 41.0 40.8 46.7 34.4 35.9 35,2 38.1 36.3 52.6 37.2

Nacht |

dB(A) |

0.0 0.0 j 0.0 j 0.0 | 0.0 j 0.0 0.0 | 0.0 | o.o 1 0.0 0.0 0.0 | 0.0 j 0.0 | o.o 1

CQ CD

N C

CD c S" o ZT »—+■ CD Z!

o CD i CO


101 2.CG S -FAS. - GEB.: ROSENSTR. 2 Xi= 4417.0005 km Yi= 5980.5112 km Zi= 8.70 m Tag Nacht 57.0 <3B(A) 0.0 dB(A)

| Emittent | Name


| Emission Ident !

| Tag

I cJB(A)

| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 | 62.0 I 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' j Lw' | Lw' j Lw" | Lw' j Lw" | Lw | Lw» | Lw" |

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz. /L/Fl

/ m / gm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

jes Nacht

dB(A)

0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

30.3 21.5

114.5 42.7 51.7 118,1 131.2 17.5

113.0 126.9 100.3 112.9 124,1 35.5 SO.8

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.1 0.0 0.5 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.1 0.0 2.1 0.2 0.1

Adiv

dB

-48.1 -40.1 -52.4 -47.3 -49.8 -52.4 -53.4 -43.5 -52.4 -53.0 -51.4 -52.1 -52.9 -45.7 -51.4

Agr

dB

-1.6 0.0 -3.2 -1.3 -2.5 -3.3 -3.4 -0.3 -3.2 -3.2 -3.0 -2.9 -3.3 -0.9 -2.8

Aatm

dB

-0.1 -0.1 -0.2 -0.1 -0.2 -0.3 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

Abar

dB

-0.9 0.0

-1.1 -2.1 -0.1 0.0 0.0 -0.2 0.0 -1.0 0.0 0.0 0.0 0.0 -0.5

L AT

Tag

dB(A)

22.4 27.0 9.6

19.2 22.5 21.5 20.4 46.9 36.9 40.6 37.7 42.8 48.7 53.6 37.8

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Zeitzuschläqe KEZ

Tag

dB

22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

KR Tag

dB

0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A)

45.7 49.9 22.9 42.6 42.9 41.4 41.2 46.6 34.9 36.3 35.7 38.5 36.7 53.6 37.8

Nacht |

dB(A) |

0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 |


Projekt: Mit Lärrnschutzwänden an der Rosenstrafie h « 3,0 / 2 , 5 m


Auftrag ep2-lslE3:

Datum 22/09/2010

Anfpunktbezeichnung läge des Auf punktes

: 102 1.03 S -BAS. - GEB.: ROSENSTR. 2 : Xi= 4416.9927 km Yi= 5980.5103 km Zi= 6.00 m

Tag Nacht : 56.6 dB{A) 0.0 dB(A)

Emittent Name

01/ Ekw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Disccunter 06/ E K W Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher

Ident

---------------

Emission

Tag dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw" Lw' Lw" Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / gm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

ges Nacht

Korr. Formel

dB(A) | dB

0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

24.3 22.5 106.9 36.5 45.9 111.7 125.9 19.3 105.7 119.8 95.7

108.6 118.3 34.5 79.4

De | 1

dB |

3.0] 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| s.o | 3.0| 3.0| 3.0|

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Tag Nacht

dB | dB

Drefl

dB

Adiv

dB

0.0 | 0.0 | 0.1 | -47.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.6 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.3 0.0 2.1 0.2 0.3

-39.5 -51.8 -46.1 -49.1 -52.0 -53.1 -43.3 -51.8 -52.6 -51.1 -51.7 -52.5 -45.6 -51.2

Agr

dB

-2.0 0.0 -3.6 -2.0 -3.0 -3.7 -3.8 -0.4 -3.6 -3.5 -3.4 -3.3 -3.6 -2,1 -3.3

Aatm

dB

Abar L AT

Tag

dB | dB(A)

-0.1 | -1.8 | 22.1 -0.1 -0.2 -0.1 -0.2 -0.1 -0.2 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

-0.1 -2.3 -3.1 -0.5 0.0 0.0 -0.4 -0.2 -0.9 0.0 0.0 0.0 0.0 -0.9

27.5 8.7

18.7 22.3 21.7 20.4 46.8 36.9 40.8 37.8 42.8 48.8 52.5 37.3

Nacht

Zeitzuschläge KEZ

Tag

dB(A) | dB

0.0 1 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

KR Tag

dB

0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A)

Nacht |

dB(A) 1

45.5 1 0.0 1 50.4 22.0 42.1 42.7 41.6 41.2 46.5 34.9 36.5 35.8 38.5 36.8 52.5 37,3

0.0 j 0.0 | 0.0 | o.o 1 0.0 | 0,0 | 0.0 j 0.0 | 0.0 | 0.0 j 0.0 | o.o 1 0.0 | 0.0 |

> Z3_ a> CQ CD CD N c 3 O cu o CD 3

o CD

i OD


102 2.0G S -FAS. Xi= 4416.9927 km Yi, Tag Nacht 57.2 dB(A) 0.0 dB(A)

- GEB.: ROSENSTR. 2 5980.5103 km zi= 8.70 m

Emittent Name

01/ Pkw PB 02/ Pkw Ein-Ausf. ND 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Disccunter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher

Ident

---------------

Emission

Tag

dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ | 1 1

2.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| o.ol 2.01 2.0|

Anz./L/Fl

/ m / gm

3691.0 37.4 27,9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw.ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

25.0 23.3

107.1 37.0 50.1 111.8 126.3 20.3

105.9 119.9 95.9

108.7 118.4 35.1 79.6

De | 1

dB |

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

mittlere werte für Onet

Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

0.1 0.0 0.5 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.3 0.0 2.1 0.2 0.2

Adiv

dB

-47.2 -39.9 -51.8 -46.2 -49.3 -52.0 -53.0 -43.5 -51.9 -52.5 -51.1 -51.7 -52.5 -45.7 -51.2

Agr Aatm

dB | dB

-1.4 | -0.1 0.0 -3.1 -1.0 -2.2 -3.2 -3.4 -0.3 -3.1 -3.1 -2.9 -2.9 -3.2 -0.9 -2.8

-0.1 -0.2 -0.1 -0.1 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

Abar L AT

Tag Nacht

dB | dB(A) | dB(A)

-1.2 0.0 -1.3 -3.1 0.0 0.0 0.0 -0.3 0.0 -0.9 0.0 0.0 0.0 0.0 -0.8

23.2 1 0.0 27.2 10.1 19.6 23.5 22.1 20.8 46.8 37.5 41.3 38.3 43.2 49.2 53.6 37.8

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Zeitzuschläge KEZ

Tag

dB

22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0

Nacht KR Tag


dB | dB | dB(A)

0.0 | 0.6 1 46.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

50.1 23.4 43.0 43.9 42.0 41.6 46.5 35.5 37.0 36.3 38.9 37.2 53.6 37.8

Nacht |

dB(A) j 0.0 | o.o 1 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 0.0 | 0.0 | o.o 1 0.0 | o.o 1

D TS'


Projekt:

Mit Lärmschutzwanden an der Rosenstraße h = 3 , 0 / 2 , 5 m

Berechnung nach ISO 9613-2 mit Summenpegeln be i 500 Hz, Agr nach Nr. 7.3.2

Auftrag

ep2-lslH33 Datum

22/09/2010

Aiifpunktbezeichnung Lage des Aufpunktes

103 1.0G S Xi= 4416.9854 Tag 56.5 dB(A)

-EAS. km Yi= 5980 Nacht 0.0 dB(A)

- GEB 5098

: ROSENSTR. km Zi=

2 6 00 m


01/ Pkw PB | -02/ Pkw Ein-Ausf. KD j -03/ Pkw Ein-Ausf. NW j -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil j -05/ EKW Discounter | -06/ EKW Frischemarkt | -07/ Lkw An-Abfahrt j -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc j -10/ Entladung Fachm j -IIa/ Netto j -IIb/ Blücher j -

| Emission

! Tag

I dB(A)

| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 j 79.2 | 71.0 | 78.8 | 100.0 | 65.0 j 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" LW' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"

RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / qm

3691.0 37.4 27.9 70.6 215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw,ges Tag

c3B(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

Korr. Formel

dB

min. ds

m

0.0 | 0.0 | 20.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

26.8 99.3 31.3 40.3 105.4 121.4 23.8 98.5

112.8 91.8

104.7 112.8 35.7 78.9

DC | 1

dB |

3.0| 3.0] 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0' 3.0| 3.0] 3.0|

DI

dB


Tag

dB

Nacht

dB

Drefl

dB

Adiv

dB

Agr

dB

Aatm Abar L AT

Tag

dB | dB | dB (A)

Nacht

Zeitzuschläge KEZ

Tag

dB(A) | dB

0.0 | 0.0 | 0.0 1 0.1 1 -45.9 1 -1.9 1 -0.1 1 -2.7 1 22.5 1 0.0 1 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.6 0.0 0.3 2.5 2.5 0.1 1.9 0.0 1.5 0.0 2.1 0.2 0.5

-39.8 -51.0 -45.0 -48.5 -51.5 -52.7 -43.5 -51.3 -52.0 -50.8 -51.4 -52.0 -45.8 -51.1

0.0 -3.5 -1.5 -2.8 -3.6 -3.8 -0.4 -3.5 -3.4 -3.4 -3.3 -3.6 -2.1 -3.3

-0.1 -0.2 -0.1 -0.1 -0.2 -0.2 -0.1 -0.2 -0.2 -0.2 -0.1 -0.3 -0.1 -0.2

-0.4 -2.5 -3.6 -0.7 0.0 0.0 -0.9 -0.2 -0.8 0.0 0.0 0.0 0.0 -1.3

26.9 9.3

19.8 23.0 22.2 20.8 46.2 37.7 41.6 38.4 43.2 49.2 52.3 37.2

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0

Nacht

dB

KR Tag

dB

Lm (L AT+KEZ+KR) Tag Nacht

dB(A) | dB(A)

0.0 1 0.6 1 45.9 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0

49.8 22.5 43.2 43.4 42.1 41.6 45.9 35.7 37.3 36.4 38.9 37.2 52.3 37.2

0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

> ZI_ Q)

CQ CD CD N CZ

G) cz & o Z T CD Z3

o CD i

OO

Aufpunktbezeichnung Tage des Aufpunktes

: 103 2.0G S -FAS. : Xi= 4416.9854 km '


- GEB. : ROSENSTR. 2 5980.5098 km Zi= 8.70 m


| 01/ Pkw PB | -| 02/ Pkw Ein-Ausf. NO | -| 03/ Pkw Ein-Ausf. NW j -( 04a/ Pkw Durch ges j -| 04b/ Pkw Durchf Teil | -| 05/ EKW Discounter | -| 06/ EKW Frischemarkt j -| 07/ Lkw An-Abfahrt | -| 08a/ Lkw Rang Disc | -j 08b/ Entladung Disc. j -| 09a/ Lkw Rang Fachm | -| 09b/ Entladung Frisc | -| 10/ Entladung Fachm j -| IIa/ Netto | -| IIb/ Blücher | -

j Emission

I Tag

1 dB(A)

| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / gm

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, ges Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

m

21.5 27.4 99.5 31.9 50.3 105.6 121.5 24.6 98.7

112.9 92.0

104.9 113.0 36.2 79.2

De

dB

3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o


Tag

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Nacht

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

Adiv

dB

Agr | 1

dB |

0.1 | -46.2 | -1.2 1 0.0 0.5 0.0 0.3 2.5 2.5 0.1 1.8 0.0 1.5 0.0 2.1 0.2 0.5

-40.0 -51.2 -45.1 -48.7 -51.5 -52.7 -43.6 -51.4 -52.1 -50.8 -51.4 -52.1 -45.9 -51.1

0.0 j -3.0 | -0.7 | -1.9 | -3.1 | -3.3 | -0.3 | -2.9 j -2.9 | -2.8 | -2.8 | -3.1 | -1.0 | -2.8 |

Aatm

dB

-0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2

Abar L AT

Tag

dB | dB(A)

-1.6 | 24.0 -0.3 -1.4 -3.3 0.0 0.0 0.0 -0.6 0.0 -0.8 0.0 0.0 0.0 0.0 -1.1

26.8 10.7 20.8 24.4 22.7 21.2 46.5 38.3 42.0 38.9 43.6 49.7 53.3 37.9

Nacht

Zeitzuschläge KEZ

Tag Nacht

dB(A) | dB | dB

0.0 | 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

KR Tag

dB

0.6 0.6 0.6 0.6 0.6 | 0.6 | 0.6 | 2.2 | 4.0 | 3.0 | 4.0 | 3.0 | o.o 1 o.o 1 o.o 1

Un | {L AT+KEZ+KR) | Tag

dB(A)

47.4 49.6 24.0 44.1 44.8 42.6 42.0 46.2 36.3 37.7 36.9 39.3 37.7 53.3 37.9

Nacht 1

<3B(A) |

0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 o.o 1 o.o 1





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Projekt: Mit Lärmschutzwänden an der Roaenstra&e h ~ 3 , 0 / 2 , 5 m

Berechnung nach ISO 9613-2 mit Sunmenpegeln bei 500 Hz, Agr nach Nr. 7.3.2

Auftrag ep2-lslEGE

Datum 22/09/2010


GEB. : GEPLANTES WA IOB EG N3 -FAS. Xi= 4416.8604 km Yi= 5980.4609 km Zi=

Tag Nacht 51.8 dB(A) 0.0 cB(A)

Emittent Name


Ident

-

-------

-------

Emission

Tag

dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw" Lw' Lw" Lw Lw" Lw"

RQ | I 1

2.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|

Anz./L/Fl Lw,ges Tag Nacht

/ m / qm | dB(A) | dB(A)

3691.0 37.4 27.9 70.6

215.6 10.0 6.8

316.5 50.6 19.2 51.9 21.2 1.0

1607.6 906.4

Korr. Formel

dB

70.0 | 0.0 | 0.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds DC |

1 m | dB |

39.3 | 3.0| 119.0 34.2 44.8 38.2 54.3 84.2 38.0 29.8 27.4 88.8 98,0 69.1

118.8 122.1

3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|

DI

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

mittlere werte für cmet

Tag Nacht

dB | dB

0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Drefl

dB

2.7 2.3 3.1 2.2 2.7 0.8 2.2 2.5 3.3 2.6 2.8 0.0 3.6 2.8 4.0

Adiv

dB

Agr Aatm

dB | dB

Abar L AT

Tag

dB | dB(A)

Nacht

Zeitzuschläge KEZ

Tag Nacht KR Tag

dB (A) | dB | dB | dB

-48.3 | -3.7 | -0.1 1 -2.1 1 21.5 1 0.0 1 22.8 1 0,0 1 0.6 -53.4 -41.7 -48.1 -47.1 -45.7 -49.5 -48.6 -42.0 -40.5 -50.5 -50.8 -47.8 -54.1 -53.5

-4.3 -2.4 -3.7 -3.5 -3.4 -4.0 -3.6 -2.1 -0.3 -4.0 -3.8 -3.6 -4.4 -4.3

-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3

-0.5 -5.2 -1.8 -3.4

-15.6 -14.0 -3.2 -4.4

-12.8 -7.1 -8.1

-15.7 -0.4 -6.3

11.1 19.7 18.5 23.4 11.0 9.5

38.1 45.7 47.0 32.1 35.1 39.4 43.7 32.3

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20,2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A)

44.9 34.0 33.0 41.9 43.8 30.9 30.3 37.8 43.7 42.7 30.1 30.8 27.4 43.7 32.3

Nacht |

dB(A) |

0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0.0 | 0.0 j 0.0 | o.o 1 o.o 1

> DJ

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108 l.OG NO -FAS. - GEB.: GEPLANTES WA <TD>-Xi= 4416.8604 km Yi= 5980.4609 km Zi= 5.50 m

Tag Nacht 54.0 dB(A) 0.0 dB(A)

Emittent Name


Ident

-

--------------

Emission

Tag

dB(A)

34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8

100.0 65.0 60.0

Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


RQ

2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0

Anz./L/Fl

/ m / am

3691.0 37.4 27.9 70.6 215.6 10.0 6.8

316.5 50,6 19.2 51.9 21.2 1.0

1607.6 906.4

Lw, Tag

dB(A)

70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0

100.0 97.1 89.6

ges Nacht

dB(A)

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0

Korr. Formel

dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

min. ds

tn

39.5 119.0 32.9 45.0 38.4 54.5 84.3 38.3 30.0 27.6 88.9 98.0 69.2 118.9 122.2

De | 1

dB |

3.0| 3-0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 5,9| 3.0| 6.0J 3.0| 3.0| 3.0|

DI

dB

mittlere werte für cmet

Tag

dB

Nacht

dB

Drefl Adiv Agr

dB | dB | dB

0.0 | 0.0 | 0.0 | 2.3 | -48.3 | -2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

2.3 2.7 2.0 2.4 0.0 2.3 2.2 2.6 1.4 1.9 0.0 4.7 2.8 3.8

-53.4 -41.7 -48.2 -47.1 -45.7 -49.5 -48.4 -42.0 -40.4 -50.6 -50.8 -47.8 -54.1 -53.3

-3.9 -0.4 -2.8 -2.4 -2.3 -3.3 -2.6 -0.5 0.0 -3.4 -3.3 -2.8 -4.1 -3.8

Aafcm

dB

Abar

dB

-0.1 | -0.7 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3

0.0 -4.4 -0.5 -2.0 -13.8 -9.0 -2.0 -2.9 -9.0 -2.4 -2.4

-11.2 0.0 -2.9

L AT

Tag Nacht

Zeitzuschläge KEZ

Tag

dB(A) | dB(A) | dB

23.4 | 0.0 1 22.8 12.0 22.0 20.4 25.6 13.1 15.3 40.1 48.0 49.8 36.5 41.3 45.8 44.5 36.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3

-12.0 0.0 0.0

Nacht KR Tag

dB | dB

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0


dB(A) | dB(A) |

46.8 1 0.0 I 34.9 35.3 43.8 46.0 33.0 36.1 39.8 46.0 45.5 34.5 37.0 33.8 44.5 36.0

0.0 | 0.0 | o.o 1 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | o.o 1 0.0 | o.o 1


B e u r t e i l u n g s p e g e l

<= 35 dB(A) > 35 - 40 dB(A) > 40 - 45 dB(A) > 45 - 50 dB(A) > 50 - 55 dB(A) > 55 - 60 dB(A) > 60 - 65 dB(A) > 65 - 70 dB(A) > 70 - 75 dB(A) > 75 dB(A) Isolinien 1 dB

Berechnung von Geräuschimmissionen nach TA Lärm in 5,0 m H ö h e ( 1 . OG)

ANLAGE 25 Gutachten 10-09-8 Plotdatei: r2-ls-og M1:1000

Vorhabenbez. Bebauungsplan Nr. 2 der Gemeinde Ratekau (EKZ an der Rosenstraße)

Mit Schallschutzmaßnahmen: Lärmschutzwände h=3,0/2,5 m Verlegung der Rosenstraße

Zusatz- und Vorbelastung

Auftraggeber: Gemeinde Ratekau Bäderstraße 19 23626 Ratekau

Ing.-Büro für Schallschutz Grambeker Weg 146 23879 Mölln Tel.: 0 45 4 2 / 8 3 62 47

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Gemeinde Ratekau jjyy - Verkehrskonzept -

Errichtung eines Nahversorgungszentrums im Geltungsbereich des vorhabenbezogenen

B-Planes Nr. 2 der Gemeinde Ratekau Lageplan Verkehrsbelastung

Ist-Zustand PKW(LKW)/h MaBetab:

Anlage: 6

BterbeHet: Seil

CAD-Beart»rtar: Kuhle

Blatt Nr.: 1

CAD ata:

Geplottetam: is.et.toio

Angefertigt: KM, 14. Juni 2010

Ü3B1 Ingenieurbüro für

Tiefbau und Vermessung GbR Rathausstr. 2 - 24103 Kiel

Tel . : 0431/97429-0 Fax.: •99


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NR. ART DER ÄNDERUNG NAME DATUM

Gemeinde Ratekau jjjj^ Verkehrskonzept

Errichtung eines Nahversorgungszentrums im Geltungsbereich des vorhabenbezogenen

BPlanes Nr. 2 der Gemeinde Ratekau Lageplan Verkehrsbelastung

PrognoseZustand PKW(LKW)/h UiBttab:

Anlag«:

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CAD-Baarbator: Kuhle

Blatt N>.:

CADBBd:

GapTottetam: ii.tt.tw

Angefertigt: K M 14.Juni2010

B3B1 Ingenieurbüro für

Tiefbau und Vermessung GbR Rathausstr. 2 • 24103 Kiet

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Ingenieurbüro Anlage 1 zum Gutachten Nr. 10-09-8 Dipl.-Ing ... · kombinierter Geh.- und Radweg...

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