Beschlussvorlage (Bauabschnitte)

Betonsteinpflaster 40/20/12 95 Betonsteinpflaster 40/20/12 und 40/40/12 0 Betonsteinpflaster Standard 30/20/12 11 3 5 94 94 Kleinpflaster Granit 9 8 "Rotes Band", Rinne 11 3 6 0 .4 0 wassergebundene Wegedecke 5 40 94 OK FF =4 9 RR F RR O KF F= 49 To r de no ri e nti e ru ng ter flä c sp fla s ri e nti e ru ng sp fla s An b .64 OK Fla c OK OK Ba Fla lko chd nb ac rü s h = tun 52 g= .53 54 .70 ter hd au ac 48 .58 48 Pa rk 8.9 he ter 48 .98 4 Mi 8 48 tte lb ah 81 .97 13 48 4.985 ns tei g 49 pla tei g 80 .95 ka .66 we Ac o Ge h nte gP fla s ri n nb 48 ah .88 gP fla s ter .64 n" .83 ter 48.9 3 42 .05 48 B15 + 1 Zgl. Rin we 48 48 48 .76 .8 8 ne OK FF =4 8 gP latt en .8 7 12 e 12 pla 3,5 as Le itp lan R ke Ge ad. As hw ph eg alt ng ru fü h Un he we B8 gA sp ha B8 lt nf läc Gr ü 78 48 .60 48 Gr ün flä c 0 Ri he nn 0 48 .60 B8 2,5 Gr ün 0 0 4 48 8.5 .6 4 8 48 2,5 W en 4 48 8.56 .7 0 0 2,5 ter B15 .82 flä c 0 2,5 B8 .82 48 48 .77 W e rb eta En tw 0 .5 8 äs se r 122, 7590 En tw de un gi 2,5 fel 48 48 .58 .72 .77 4 48 8.46 .3 4 äs se r un mö g nS tra 0 ße n 2,5 Ge hw eg gi nS tra lic ab hk läu 0 F .60 48 ße n 2,5 .53 OK D= 48 .35 48 .98 Gehwe g Asph alt .89 49 49 .02 0 .1 49 .05 49 Rinn inne nR .09 e 2 49.0.02 49 49.000 49.0 49.03 48.98 49 F .06 .66 as en .59 .07 OK D= 49 96 48 Pf flälaste ch r e OK D= 48 .54 48 .55 .60 12 .04 .10 49 48 .04 .91 .77 Pf telras49 F .09 Ge h we gA sp ha lt 48 48 48 .94 .91 .99 F Pf las B2 0 48 48 .94 .91 99 ter 49 48 .04 .91 49 48 .04 .91 F flä ch e 2,5 .29 .55 488.58 4 .40 9 .4 48 8.36 4 0 48 48.44 48.32 48.57 48.60 48 .31 läu fe 7 .5 0 48 8.7 4 Bu s 0 48.637 48.7 48 F 0 48 56 48. .70 48 48 .76 .68 fe Werbeta s Pfla 48 ter .72 l 0 98 48 0 Gr ün .73 48 12 flä c he .69 OK D= 48 Pla tte n 4 48 8.76 .86 O 48 KD .71 = Pla tte n .76 .77 48 48 .68 .70 F 48 48 .76 .78 he B1 5 flä c 48 49 flä c 48 he Ge lä B8 48 .98 .63 OK FF =4 9 O 48 KD= 48 48 .66 .66 .76 nd er B1 5 Ge h Kle in .92 As p ha ltfl äc he we pfla +G u ss gA sp h ste r 13 a sp ha alt 48 48 ltrin 06 ne .80 Umgestaltung Bahnhofsumfeld Wesseling .72 .83 .84 Ei nfa h .78 .75 48 N .78 48 48 .65 .68 Gehweg Platten F .73 B1 5 .58 48 8.71 4 48.58 48.72 48 48 48.63 48.66 rt A sp ha lt Stadt Wesseling - Der Bürgermeister Auftraggeber 0 Alfons-Müller-Platz 50389 Wesseling n tr. ise B8 48 48 .35 .3 0 Ra 4 .4 2 .4 48 42 .10 eg OK D= 48 ng G Ra As ehwd.ph eg alt Le itp lan ke Po str st. .25 e n tte ck a Pl Br ü rha reicher haase associierte gmbh G Ra As ehwd.ph eg alt itp he 48 1 48 .32 .44 .30 3 .3 48 .31 48 flä c Oppenhoffallee 74 52066 Aachen Telefon 0241-46376740 Fax 0241-46376741 ac@rha-planer.eu .31 5 .2 48 .26 48 lan ke Un 48 35 .34 .12 Gr ün Prof. Dipl.- Ing. Christa Reicher Dipl.- Ing. Joachim Haase Architekten BDA und Stadtplaner .44 48 te r fü h ru 42 Le 48 OK D= 48 w B8 48 .12 48 48 .31 48 Architekt .14 0 .3 48 .34 iffe 42 eh G 48 .86 48.32 48.37 ns 48.3 4 48.3 9 .28 /Z au F e r 48 .09 G eh .32 G eh 48 we g 48 .37 Pl a tte n 48 F Po st vo rh 48 0 2,5 er B15 .45 ch 42 lä nf eg P flaste .26 42 rü G Geh w 48 .64 2,5 nd 48 48 48. .77 75 64 0 B3 .E inl 5 .4 48 .42 48 au f .40 Ge lä 8 .4 48 .43 48 48 .60 49.26 .26 ufe 48 B15 .76 49 Pf 4 telras- 8.99 he ab .14 4 9.02 Platten 48 48 .54 .57 48 gi 49 Gehwe g .36 48 48. .50 in S 53 tra ße F na blä 2,5 48.44 48.39 48 .51 .68 2,5 48 Gr ün ng .70 Werbetafel 48 48 48 un 49 B8 OK D= 49 49 gP lat ten sic ke r .81 RW E F B8 48 48 12 48 2,5 fe 2 F 2 Pflaster 48.8 48.8 8 B15+ 6 Gussasp haltr 0 eit 2,54 8.58 408.7 Pla tten An an schlu Be ß sta nd 0 2,5 tz Pf las .80 Ve r we 49.0 .02 Str as se .51 2,5 e 49 .49 OK D= 49 äss e ru .72 49 .75 4 488.54 .67 48 e 2,5 pla En tw B8 48 nn 13 .16 B8 48 e he .67 .47 2,5 nn 49 4 8 . 48 92 .92 .65 .36 .96 48 48. .48 45 .12 .82 B8 2,5 ltri Ge h 4 48 8.49 .5 2 4 488.66 .6 9 48 .64 0 48.7 8 48.5 48 ha .62 48 12 9 S P& 12 Bü tell R 9 p rge lä 7Stell rba tze plä tze hn 3,5 0 ho f 2,5 0 4 48 8.7 .5 0 8 0 48 flä c .55 48 8.42 4 B1 5 ter 12 e r- 49 he 48.50 48.54 tz Pf las 77 .59 0 4 48 8.74 .62 .60 .84 flä c 8 Pa rk 48 OK D= 48 48 48 e Pl at te n 0 sp Pl at te n 49.0 g 2,5 e lef läc he nn Gr ün .80 48 2,5 Ri we 48 sa .75 ter 2 .7 42 au g .55 488.58 4 4 48 8.82 .9 2 nn 48 +G us nn .10 tz Pf las Ri Bo u .83 B1 5 48 .10 en we 5 48.9 8 49.0 76 pla 48 Ge h 4 488.67 .67 .71 48 6 .5 48 .53 48 45 . 48 55 .. 0 0 4848 42 -Ad ltri e .10 .78 B1 5 48 42 ra d 94 .19 ne .95 4 48 8.73 .8 5 .84 48 .84 .55 48 48 .63 .76 48.77 48.63 inn d. in m 50% 2, te r tst r OK D= 48 48 gP lat ten Bauabschnitt: Umbau der L300/Konrad-Adenauer-Straße im Bahnhofsbereich einschl. Bushaltestellenkonzept 7 48.9 7 48.9 48 Pa rk .86 we 3 1 Rin .10 48.9 5 48 Ge h 48 n r ke l t Pa pha As Ge h mi 2,5 nd. 0% Po s B1 5 4 48 8.6 .8 6 0 .08 48 48 48 .67 .67 ha .08 .75 4 48 8.76 .8 9 Ko n 48 sp 8 .5 48 8.53 4 42 sr gP lat ten us l. G we zg n r ke l t Pa pha As e tz Ge h se 4 488.78 .91 48 .74 Pa rk 1 lt 50 3, ha e rr Späche fl lä OK FE =4 8 as 48.9 en 2 12 flä 93 ch e 48 4 48 8.8 .6 0 7 95 Gr ün sa .89 nR 48 48 .84 .71 + OK FE =4 8 gi .93 .93 F t. Bs gA sp .70 9/2 .81 Ri 7 .4 we 48 49 .41 us +G 0 .6 48 .57 48 48 2 .5 48 .47 48 .68 lp 14 50 3, n Parkealt Asph el St .89 g 00 5, Ge h .10 42 e Gehw .84 .90 8 8.7 12 ule 48 48 .66 .79 8 48.5 0 48.7 0 B3 e uf OK FE =4 8 42 n Parkealt Asph .80 OK D= 48 Pl att en un 48 4 48 8.94 .8 2 4 48 8.92 .80 .13 48 48 .68 .81 B1 5 B8 .78 48 5 B1 lt lnä .89 .80 48 48 75 42 sic ke r ha ke 48 Ve r 4 48 8.73 .8 3 .08 Lit faß sä 92 .62 48 .49 48 e 42 .76 ab OK FE =4 8 ne OK D= 48 p As .76 47 ar iP 48 ri n fe" 12 48 8 48.5 0 48.7 ch eg 47 xn ßTae ter .78 Ac o 90 .21 .46 12 .7 5 4 48 8.88 .7 6 4 Ge h .96 42 ra St 48 12 Ge h h. sc L i ch ha tch t Pf las 48 48.7.75 0 12 4 48 8.38 .26 .14 30 49 .77 .10 H 48 48.8 48.9 0 2 .96 42 87 42 .25 OK D= 48 48 48 .09 48 r vo .0 3 A r i n co ne .60 .87 48 .15 .08 in .71 48 12 B8 42 48 48 .70 .83 .78 48.71 48.66 "W ac ke lsc ha lä nf dw g 1 .5 48 OK =4 7 48 .81 66 48. 61 48 48. .59 48 .59 .65 48 we OK D= 48 rü G Ra 6 .4 48 51 1 .86 ne 48 Sp Sp ielor un tflä d ch en 48 ns .68 "E ise tz Kie s .07 Ba h 48 .83 4 488.30 .42 .29 48 4 48 8.6 .5 9 6 he 48 48 .82 .95 48 Ge h h= 56 gP lat ten .30 .16 .05 str . no =5 7 .9548.8 8 OK D= 48 42 .95 48 ter flä c .27 49 en de he st. Pfl as Bauabschnitt: 'Grünes Band' - neue Grün- und Freibereiche im Bahnhofsumfeld ind .67 fhö we 4 48 8.88 .75 .49 48 49 eil Bli n Tra u n 48 48 .04 Dr /Z au .68 .62 89 49 e er .93 r 48 12 .14 .7 3 inn .39 nd 42 48 48 .65 .52 ltr 49 Ge lä lte 4.783 ha 51 OK D= 48 48 48 .72 .86 e 2 48 sp ns tei g .66 ha Ge h 48 nn 1 Bauabschnitt: Bahnhofsplatz mit oberirdischer Querung der L 300/Konrad-Adenauer-Straße und Umgestaltung der Zugänge der Unterführung .31 sa nte de ltri Höhen Planung he 4 49 9.03 .0 6 49 49 .04 .1 7 rrä ha flä c Gu s of Fa h .94 48 sp Gr ün e .73 .13 B8 sa B8 4 48 8.63 .50 7 Bu4 s .94 P fe .71 48.95 lt + nh 49 t=6 2 48 läu +G us 48 ha 4 48 8.9 .9 8 8 nte Fir s ab 12 48 .71 B1 5 B1 5 As p nn ah OK u 42 he .72 ufe .20 flä c Ri e rb .14 Tramitt l =5 ufhöere 13 1.4 he 79 3 49 48 .13 .99 m Tra ittl =5 uf ere 9.3 hö 2 he 49 .10 .96 48 48 .82 .96 48 48 Pa rk Höhen Bestand 57 4 49 9.2 .2 6 B 0 15 4.149 49 tea OK D= 48 .65 .71 13 4 49 8.93 .0 6 48 48 .95 .9 5 hte 48 .75 48.95 28 9.1 1 Si tzp la 4 488.38 .50 blä 48 .8 4 äc Str aß en .63 48 na .82 OK FF =4 9 ch in 88 .57 .73 .68 hts 4 488.82 .95 ng 42 12 48 48 48 Lic äs se ru 4 48 8.72 .85 .69 42 ke .72 B8 of el 4 48 8.82 .8 7 .02 gP lat ten 1 .58 er 48 4 48 8.8 .90 0 OK F 15F=4 we 48 Br üc nd 48 .90 Ge h üb 48 OK 4 D 488.72 =48 .85 .7 R G ad As ehw.ph eg alt Le itp lan ke 3,0 0 2,0 0 3,5 0 3,5 0 zk En tw 4 488.82 .69 O 42 KD= .61 .61 min 2,5 d. 0% B8 Pf lan 49 .95 äs 4 s48e8.49 Pflaste .3r7u ng 4 rfläche in8.35 Str aß e .94 4 48 8.51 .5 4 ka nh .13 4 488.70 .83 48 .42 .40 .76 48 tei g Ba h Bü rg .98 49 OK D= 48 3 .6 48 .60 48 .7 4 un .94 OK FF 41 =50 te r Pf las g we Ge h 48 .06 .18 48 e En tw 42 4488. OK FE =4 8 B8 .98 2 B8 48 .21 nn 49 .77 B1 5 m 2, inde.t 50 % .4 3 39 er nd OK 49Mau .4 er 7 = .20 =5 0 .98 P .96 4488.74 .74 48 48 .69 .56 Ge lä Bu s .91 .64 42 .49 4 48 8.53 .4 0 48 48 .42 .40 48 Gi tte rro .7 7 st pe ep lltr .93 .61 er ss 51 om ie 49 48 48 P 42 e .95 48 he .53 48 .50 48 48 .74 OK FE Stufe 484.78 8. =4 78 8.9 4 .85 h= 53 ltri nn flä c Abbruch 48 inne sphaltr Gussa 48.99 B20+ 49.02 49.02 49.02 49.05 49.15 5 ä tw Ettenn 48 .02 ac ha ltri Gr ün .7H8 .57 48 .60 48 49.7 OK= OK =4 7 hd a ga ss str on e .18 sp ha 4.788 .56 49.05 49.18 ra d Fahnder stä .71 Fla c sa sp 42 48 .59 48 .56 48 .8 Ra 5 (b mp ar en rie Geh a re weg nP la fre latteng i) e 49 m T it =5rauftlere 49 6.0 hö .12 8 he +G us sa O 42 KD= .63 he .70 48 .57 48 Ro Te rr .22 B1 5 +G us .84 .06 3 .6 48 8.66 4 48 49 48 .14 .24 .21 .93 49 a Pl OK FE =4 8 OK =4 9.3 Ho 6 ch be pe ep .68 .21 .94 F OK D= 49 OK .97 F= 49 ns 48 Bu s B1 5 .80 48 OK D= Gr 49 ü .08 nflä c 5 .6 8 48 8.7 4 .85 gP lat ten 46 53 ka 49 ne he he .18 82 .69 .45 B8 Pla tte n .73 Mastleuchten 63 fel lltr tei g .22 Au OK ße n F 48 48 12 3 4 48 8.60 .48 48 48 .80 49 13 0 F stäahr nd ader r .35 gP lat ten 48 49 48 4 48 8.53 .65 .87 k eta Ro h= 52 we .23 B8 48 4 48 8.7 .9 8 0 B8 st. ban 42 7 .7 4 48 8.6 4 de ac ter flä c .20 OK D= 49 49 83 he .39 .29 .24 ri n 48 48 .75 .87 lte Park .14 .12 W e rb rrä 48 hd Ac o .96 flä c 12 .83 8 .8 6 48 8.7 4 F stäahr ndader we .39 e 4.838 .88 48 .76 48 Fa h 49 nn 48 49 7 .8 Ge h F stäahra nd der g FeFlac St ng hra l e r ss e 49 ltri gP lat ten 48 48 48 flä ch e 13 we .93 .65 eh G OK FE =4 8 .88 .74 OK =4 8 48 .77 OK =4 8 e ß d hlu n sc esta n A B an 2 .6 48 8.57 4 OK D= 48 .75 48 nte 49 .38 ha B1 5 we .79 .24 49 .75 488.87 4 48 .66 .63 sp 49 Ge h ha Fahrradständer 48 .88 B8 48 48 .80 .66 0 48.7 2 48.8 .70 .72 48 g .87 4.883 .83 48 ka 49 4.888 48.6 48.7 5 7 48 48 n tri 48 48 .79 .62 sa es W 48 ns Ba h tei g ch 49 7 .6 48 .64 48 as ter 48 .80 Ba h .67 ns as en ä eg pfl Fla c dw G no itte ri e rro nti st e ru ng s .744 8 ltfl .98 flä c .99 Ra .77 .74 .69 .63 +G us Ge h .98 .99 .06 Bli n 4 .5 48 .49 48 de 48 48 .68 49 73 49 48 Pla tte n .00 48 lt .75 Bli n 48 1 48 49 48 ha 48 48 er er Ma u n e 4 48 8.53 .5 8 .64 .45 49 nR ha 48 OK /Z au p As 48 49 69 .15 48 4 488.62 .74 ne gi .19 B8 er ch in m it G elä er au M 49 er eg .458. 9 5 sr sc L i ch ha tch t .2 7 un As p Pf las 4.878 .78 f nd er 49 48 48 .67 .6 2 B1 5 .4 9 49 12 .24 B8 lä nf G us 49 ne 48 au .17 rü G 48 he l. =5 0 he 5,0 zg nd er Bu s 49 m 2,5 ind. 0% 1 m it G elä OK 49Mau .2 er 2 = 49 Ba h dw .76 in er M au .16 sic k 49 e r P OK =4 8 .E inl er 49 Ba h Ra .86 48 vo rh nd nd nd 49 P 48.78 48.64 13 .28 mi 2,5 nd. 0% Bs t. + 9 48 om ie m it G elä Ge lä 5 .6 48 .62 48 48 .88 8 sr g .63 F stäahra nd der ter flä c G us an 4.88 48 str on er Ve r ug .66 B15 flä c 9 .5 9 48 8.5 4 rg .63 l. B3 0 be m 2, ind. 50 % rÜ 48 .68 zg ie 48 48 1 au .88 m 2,5 ind. 0% m it G elä he 49 49 .82 49 3 .7 488.60 4 4 48 8.5 .5 4 9 he re ef 48.85 .85 ter flä c Bs t. + er Pf las 48 fla s Gr ün 0 np rri Kle i ba 4488.73 .73 48 OK .3 8 M Pf las 49 48 5,0 En 48 . St twä 58 raß ss en48.53eru ab ng OK läu in D= 48 fe .63 4 48 8.5 .6 5 1 B8 48.82 48.68 4488.93 .93 .89 m 2,5 ind. 0% 4 48 8.6 .6 6 0 .89 .31 m 2,5 ind. 0% AK lt 48 .88 48 49 l .8 7 Pos t ha 48 .93 Sitzbänke mit Lehne taf e OK FF =4 8 Pos t e nA sp 4 48 8.7 .6 1 6 48 =49.89 be 4 48 8.6 .5 8 6 4 48 8.6 .6 6 9 Bs t. OK Mau er .86 W er .88 ten lat gP nn ah .88 .32 we Bs t.+ Ri rb 48 e 49 h Ge SB .ST . P ga =4 9 er OK Au fz nn .92 .73 flä 4 8 ch e .70 e ltri 48 .69 48 .56 48 Fa h Gr ün nn ha =5 7 48 .68 48 .71 .5 4 ta fe l .53 he .82 Bs t.+ Ri F 48 e r= 47 be 48 48 .62 W er fhö F 48 sp 08 Bäume Planung r Tra u n 4 48 8.71 .65 4 488.57 .63 B8 Be to he sa P&R Stellplätze Drainstein 30/20/8 .9 5 48 .05 .73 gP lat ten nf läc st .81 4 488.7 .6 4 9 rro .75 er Pl at te n Werbetafel Gi tte we Gr ü 4.958 48 +G us .12 lt .89 Ge h 48 Au ße n nd ng .73 48 m 2,5 ind. 0% m it G elä g Ma u .63 F de he B1 5 .96 7 48 .98 48.8 48.6 3 9 48 m 2, ind. 50 % .70 .26 h ru 48 48 we rfü he au rm it G elä 48 .67 er OK 49 flä c nte F ue er t=6 2 .2 5 =4 9 er er au .6 7 e ru flä c .71 ng Gr ün ha 48 Fu ßg ä .76 48 .71 gA sp 48 .76 F stäahr nd ader 48 OK D= 48 B8 we 48 =4 9 rrä 2 .8 488.87 4 4 488.71 .65 fel er flä c ter Ge h eta 49 nd we W e rb 81 Fa h 84 OK Ma u gP fla s 4 4 8.7 488.75 1 .78 4 488.81 .84 .22 Ma 4 488.73 .68 .21 Ge h au er m it G elä nd M OK .62 5 48 4 488.61 .67 =5 0 rm it G elä 12 8/1 2,0 49 Gr ün M Gr ün er Ge h ter 4,7 gP fla s B8 we gP lat ten er Ma u ue 12 .30 48.8 48.6 3 9 M OK Ma .24 4.309 gP lat ten .80 48 .84 48 Ge h 48 48 .71 .65 Ma u e r= 50 4 488.99 .85 Gr ün OK we OK Ma u .15 he 48 .79 .74 Ge h OK D= 49 .17 au flä c .14 72 .13 M au 48 Gr ün .21 49 nd 31 49 48 48 .87 .99 M 49 .13 .04 .88 rm it G elä Tü r we 0 .09 er 49 49 e r= 48 ue .09 Fir s .21 12 71 OK Ma u Ma Ge h 0 .16 49 12 OK D= 49 .16 49 Anlieferung Betonstein Rasengitter 25/25/8 k 3,0 49 66 ne .09 .12 .26 ban e re 12 ri n 49 49 e r= 50 66 .14 mi ttl gP lat ten 49 12 48 4.149 OK B8 sa +G us we OK Ma u .25 49 OK D= 49 ab Bo ges rd e n ste kt. in .0 5 .20 68 13 49 9.1 1 ha sp Ge h OK D= 4 49 499.13 .15 .18 i) 49 .21 .02 P Pa rk .13 49 F stäahr nd ader .03 .23 .26 49 .19 .22 49 4 49 9.15 .06 4 49 9.15 .01 k OK FF =4 9 49 49 ban m 2,5 ind. 0% 49 .26 49 49 48 .09 .95 he Plattenband mit Betonsockel .20 ,36 49 g 49 flä c .3 6 mi 2,5 nd. 0% Gr ün .3 8 49 =5 9 .0 2 Ac o fre SB .ST . .29 4.919 .19 49 67 ng Holzdeck Terrasse .4 3 .22 OK FF =4 =5 0 4 49 8.93 .05 49 he er ga .21 fhö ftu n M au .31 er e Rasenfläche Tra u 49 Üb 49 OK D= 49 12 OK FF =5 0 O =6 K G 1.7 au 5 be OK ier OK FF =4 9 ag F stäahr nd ad er - 49 .11 .31 48 fre .34 .26 .68 .40 re .32 .3 RR 6 RR 49 .0 5 Ro 49 49 .24 .29 Lü 9. 38 4 498.94 .06 49 =5 7 49 49 12 rri e .2449.24 he 49 ba SB .ST .P ost 4 49 .29 OK FF =4 9 .29 .35 r 49 Pa rk Ge h 1 e .28 fhö OK D= 49 49 .39 nn 49 O =6 k G 1.7 au 4 be 4 49 9.40 .30 fe ltri F stäahr nd ad er - .20 En we gK St twä lei np raß ss fla ba e ru ste e r na rri e n blä g494i9.16 re f n . 0 u re i 7 f e er Üb e rg an g .11 tze ha 49 Ga r .2499.2 9 49 Tra u 49 de sp 49 e re 4 49 9.24 .19 rrä läu sa .22 Betonsteinpflaster Platzfläche 120/40/12 no 49 mi ttl .26 ab plä +G us de Gi rien tie tte r ra bd ung s ec ku pfla ste ng r F stäahr nd ad er - 4 49 9.18 .07 .13 ltin re OK FF =4 9 OK FF =4 9 .29 .28 B1 5 OK D= 49 Ge h .18 OK FF =4 9 St ra ß en Fa h 49 B1 5 .12 4 49 9.15 .20 ri e 4 499.08 .03 B8 gP lat ten ar 49 we (b Ge h ge OK 42 RF RF =4 we g 9. Pf las 86 te r .18 OK FF =4 9 0 in i st ell ne .03 49.13 .13 e 4 49 9.11 .04 OK D= 49 Ta x ng 49 49 .04 B8 nla Bl in Git rostert na .33 ne 49 .34 69 ri n m pe 49 12 Ac o Ra 6 49 wassergebundene Decke (Baumbeete) m 2, ind 50 . % .80 äs se ru .23 49 .26 49.08 49.03 11 9 .19 .23 F B8 48 ter nn 3,5 0 ne ltri pe ltin .8 6 499.33 .33 ne Pf las ne he ha ri n B8 ha .8 5 F sp ep he 49 49 äc En tw gP lat ten 49 ltin sa lltr flä c ha ter tze Ac o sp Pf las we +G us Ro sa he Ge h B1 5 pe Pa rk .04 sp 4 49 8.92 .04 .2 7 49 An Ga lief str eru on ng om ie 49 sa F alt Gu s 65 ltfl F B8 gA sp h 12 flä c .90 ha B8 49 B8 Gu s As p .05 .92 we 48 .94 B8 2 m 2, ind. 50 % OK D= 48 .89 OK D= 48 .01 plä ep 48 49 OK FF =4 9 P lltr Pa rk .98 he 49 i st ell B8 64 .95 Ge h 12 flä c ss e Ta x .15 2,0 Gr ün .05 OK FF =4 9 Gi rosttert P& St R Be ellpl sta ätz nd e 49 48 .01 48 m 2, ind. 50 % 49 St ra .03 49 F 3,7 49 r- 0 ue 4 48 9.08 .97 2,0 .80 na gP lat ten 0 48 Ad e we 0 4 48 8.82 .87 1 4 Ge h 2,0 d- 4 .94 5 ra 48 2,0 Ko n .11 OK FF =4 9 49 .17 11 3 OK FF =4 9 .4 2 Ba str hn as ho se f- 6 .8 5 OK FF =4 9 2 sc L i ch ha tch t 94 OK FF =4 9 11 3 F .32 .30 OK D= 48 w eg Pl a Bauabschnitte tte n Projektnr. Maßstab: Ausgabedatum: Plan Nr.: BUW- 299.00 1:250 11.05.16 BUW- BUW_03.02 .29 F R ad w 48 eg 1 .3 As p 48 ha lt .30 Index: -