SKITSEPROJEKT - LandCAD

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Udtegnet: 9. februar 2009 Gyldig til: 9. august 2009 Målestoksforhold: 1:500 Adresse: VESTRE HAVNEPROMENADE 21 9000 AALBORG Se vedhæftede følgeseddel.
1090 På sydsiden skal entreprenøren ved eventuel afgravning af ambulancevejen være opmærksom på en øst-vest-gående hovedkloakledning, som vist på nedenstående skitse : . G140280 DK : 1.20 BK : -1.17 Ø : 3000 r1400 bt . 0.0 ø1600 bt ø2000 bt 12 1.8 2.4 . 25 -2.81 G145050 DK : 2.06 BK : -2.92 BYGVÆRK . r1400 bt 9.6 . ø1600 bt . G145051 DK BK Ø K-50-1010 : : : ø2000 bt K-50-0499 r1400 bt 0.0 2.12 -1.42 1500 . 18 21 G101000 DK BK Ø : 2.11 : -3.02 : 7320 . ø2000 bt -2.3 K-50-1016 G100010 DK BK Ø ø2000 bt : 0.59 : -3.00 : 1500 VESTRE HAVNEPROMENADE 1.1 G100020 DK BK Ø : 0.90 : -2.95 : 1500
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SKITSEPROJEKT Marts 2009 KULTURBRO
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ORGANISATIONSPLAN Bygherre : Foreni
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Fase: Forslag 19. Marts 2007 Forsla
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3 Forslag 3.1 Formål med forslag F
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3.3 Lastkombinationer Fase: Forslag
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3.4 Lastfastsættelse Fase: Forslag
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Fase: Forslag 19. Marts 2007 Side:
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Vandret masselast Fase: Forslag 19.
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3.7.1 Fast fag 4,48 m Fase: Forslag
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3.7.2 Fast fag 5,0 m Fase: Forslag
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3.7.4 Klapfag 4,98 m Fase: Forslag
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Type W pl [mm 3 ] IPE100 39,4*10 3
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3.8.4 Belastninger af broklap ved
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Klapfag 4,98m Klapfag 4,98m X-retni
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3.9 Alternativ fastgørelse af stib
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3.9.3 Klapfag 4,50 m Fase: Forslag
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Page 41 and 42: Figur 3.13 Skitse af forløb ved ma
Page 43 and 44: TRAFIK & VEJE Postboks 219 Til Kurt
Page 45 and 46: Længde/stigning på Ambulancevej A
Page 47 and 48: Finansiering af anlæg I Toft-Niels
Page 49 and 50: Bemærkninger fra Banedanmark Vedli
Page 51 and 52: Oversigtskort - principper for stit
Page 53: Sikkerhed :
Page 62 and 63: Svigtsandsynligheder, sikkerhedskla
Page 64 and 65: Uddrag af Rambølls notat Fase A3 v
Page 66 and 67: Kollisionssandsynlighed 1,00E+00 1,
Page 68 and 69: • Broens underbygning knuses loka
Page 70 and 71: samt en deformation af overbygninge
Page 72 and 73: System 2, inde på land, udformes s
Page 76: I alt skibe = 3106 heraf lystfartø
Page 79 and 80: Når der drejes til stilling 2, tæ
Page 81 and 82: Med venlig hilsen Morten Larsen, pl
Page 83 and 84: Montage af Kulturbro-Aalborg : Over
Page 85 and 86: Dette foregår på samme måde som
Page 87 and 88: Fremmede ledninger Vi har indhentet
Page 89 and 90: SIGNATURFORKLARING: ADVARSLER: Bem
Page 91: SIGNATURFORKLARING: ADVARSLER: Bem
Page 95: Jording i forbindelse med eventuel
Page 101 and 102: 3.11.4 Drift og vedligeholdelse 19.
Page 103 and 104: Myndighedskontakter i øvrigt Der h
Page 105 and 106: Farvandsvæsenet : ----- Original M
Page 107 and 108: Toft-Nielsen A/S Att.: Jens Toft-Ni
Page 112 and 113: Notat Projekt Jernbanebroen over Li
Page 114 and 115: drager. Den ekstra last fordeles li
Page 116 and 117: 4.2 Komfortundersøgelser for faste
Page 118 and 119: Desuden skal en del af gitterristen
Page 120 and 121: På Jernbanebroen er der målt stø
Page 122 and 123: 13-2-2008 MR 86,4 13-2-2008 MR 88,2
Page 124 and 125: Sammenfatning : Når der ikke komme
Page 126 and 127: Cc: Niels-Henrik Jensen (NHJ) ; Pla
Page 128: M7766 Lih 23.19 - Ab 23.23 M7789 Ab
Page 135 and 136: Subject: VS: Åbningstider af klap
Page 141 and 142: Budget pr. 1-3-2009, incl. moms : P
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Længde Dimension stål Vægt pr. l
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Internet: http://www.erasmus.dk E-M
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Erasmus Partnere A/S 2008.11.14 22.
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Erasmus : Detailopbygning af 180 cm
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Project: By: Date: Checked: Descrip
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Project: By: Date: Checked: Analysi
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Project: By: Date: Checked: Reactio
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SKITSEPROJEKT - LandCAD

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