Beschlussvorlage (89_2017_1_Bauabschnitte_Gestaltungsplan_RHA)

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 .4 3 39 er OK FF 41 =50 Pf las g we /Z au .68 Bli n .67 de no ri e nti e ru ng de no ter flä c sp fla s ri e nti e ru ng sp fla s Tra u n fhö he =5 7 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 48 .58 48 Pa rk .98 4 ah 81 .97 13 4.985 ns tei g 49 pla 8 48 tei g 80 .95 ka .61 48 .83 Ac o Ge h nte gP fla s ri n 48 ah .88 gP fla s .64 n" .83 42 ter 48.9 3 .05 48 nR as 48.9 en 2 12 flä 93 ch e we 48 .90 8 8.7 48 48 .76 .8 8 ne OK FF =4 8 gP latt en .8 7 12 4 48 8.82 .9 2 0 e 12 pla tz Pf las B1 5 ter 77 .59 12 4 48 8.74 .62 .60 3,5 Le itp lan R ke Ge ad. As hw ph eg alt ru he we B8 gA sp ha B8 Gr ü lt nf läc 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 48 .60 48 2,5 flä c 0 Ri he nn 0 En tw he .60 B8 0 4 48 8.5 .6 4 8 48 2,5 W en 4 48 8.56 .7 0 0 2,5 0 2,5 B8 .82 48 48 .77 W e rb eta En tw 0 .5 8 äs se r 122, 7590 En tw Ve r Gr ün 0 de un gi 2,5 fel 48 48 .58 .72 .77 un mö g nS tra 0 ße n 2,5 Ge hw eg gi nS tra lic ab hk läu 0 flä c we F .70 .60 gi 48 ße n .53 OK D= 48 .35 nR 49 49 .02 0 .1 49 .05 49 Rinn inne .09 e 2 49.0.02 49 49.000 49.0 49.03 48.98 49 F .06 .66 .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 .98 Gehwe g Asph alt .89 Architekt .14 0 .3 48 .34 iffe 42 eh G 48 48 48.32 48.37 ns 48.3 4 48.3 9 .28 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 /Z au .86 .45 ch 42 lä nf eg P flaste .26 42 rü G Geh w 48 Gr ün as en 0 2,5 er 49.26 .26 ufe 48 2,5 nd B15 64 0 B3 .E inl 5 .4 48 .42 48 au f .40 Ge lä 8 .4 48 .43 48 48 .60 .64 2,5 48.44 48.39 48 49 Pf 4 telras- 8.99 48 B15 .76 .14 4 9.02 Platten 48 48 .54 .57 he ab 2,5 Gehwe g 48 48. .50 in S 53 tra ße F na blä .68 2,5 48 .51 48 Werbetafel 48 ng 48 un 49 B8 48 48 48. .77 75 B8 48 48 gP lat ten sic ke r .81 .36 F 12 48 2,5 fe 2 48 OK D= 49 49 0 eit 2,54 8.58 408.7 Pla tten F RW E 49 Pflaster 48.8 48.8 8 B15+ 6 Gussasp haltr 0 4 48 8.46 .3 4 äs se r An an schlu Be ß sta nd 2 .49 OK D= 49 äss e ru .72 49.0 .02 Str as se .51 2,5 e 49 .75 4 488.54 .67 48 48 48 nn e B8 2,5 ter B15 .82 nn 2,5 tz Pf las .80 ltri e 2,5 pla flä c .67 .47 2,5 ha 49 B8 48 13 .16 48 48. .48 45 .12 .82 B8 Gr ün .65 .36 .96 49 48 Ge h 4 48 8.49 .5 2 4 488.66 .6 9 48 .64 0 48.7 8 48.5 48 sp .62 2 .7 42 fü h 78 4 48 8.7 .5 0 8 0 48 sa 49 he 8 Pa rk 48 OK D= 48 0 e r- flä c 4 8 . 48 92 .92 4 488.67 .67 au Pl at te n 48.50 48.54 Pl at te n 2,5 e lef läc he nn Gr ün .80 48 48 .10 en g 49.0 g 48 +G us .75 ter 2,5 Ri we nn 48 48 6 .5 48 .53 48 45 . 48 55 .. 0 0 4848 42 -Ad we .55 488.58 4 .10 tz Pf las Ri Bo u .83 B1 5 Ge h 5 48.9 8 49.0 76 pla 48 .84 48 48 .67 .67 .71 .55 48 8.42 4 e .10 .78 B1 5 48 42 ra d 94 .19 ne .95 4 48 8.73 .8 5 .84 48 .55 48 48 .63 .76 48.77 48.63 inn d. in m 50% 2, ng as 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 Un B1 5 4 48 8.6 .8 6 0 .08 te r tst r .75 4 48 8.76 .8 9 Ko n 48 e .08 Ge h mi 2,5 nd. 0% se 4 488.78 .91 48 .74 nn 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 48 4 48 8.8 .6 0 7 Pa rk 1 lt e rr Späche fl 50 3, ha 48 48 .84 .71 + gA sp lä OK FE =4 8 gi .93 .93 F ltri .89 un 48 48 .84 Ri t. Bs we .70 48 92 ha .68 48 B1 5 4 48 8.94 .8 2 4 48 8.92 .80 .13 .84 9/2 .81 48 48 .66 .79 7 .4 OK FE =4 8 48 75 42 sic ke r 48 48 .68 .81 95 Gr ün sp 48 n Parkealt Asph lp 14 Ve r 12 ule 49 .41 sa 00 5, Ge h .89 g el St OK FE =4 8 e Gehw .80 OK D= 48 Pl att en 42 2 .5 48 .47 48 .89 .80 48 .10 48 us +G 48 0 .6 48 .57 ne 42 n Parkealt Asph 50 3, OK FE =4 8 ri n 48 Ac o OK D= 48 B8 .78 Lit faß sä 48 8 48.5 0 48.7 0 B3 4.878 .78 90 .7 5 .21 .46 12 4 48 8.73 .8 3 .08 e uf 48 48 12 30 49 12 .15 .14 .16 .05 .77 5 B1 lt lnä .78 42 ha ke ab ter 42 .76 4 48 8.38 .26 .62 48 .49 48 e ar iP xn ßTae .76 47 .25 OK D= 48 p As ra St 47 48 48 4 48 8.6 .5 9 6 8 48.5 0 48.7 ch eg 42 h. 48 H Ge h r vo sc L i ch ha tch t Pf las 49 .30 .04 49 4 488.30 .42 .29 49 .10 4 48 8.88 .7 6 B15 + 1 Zgl. Rin Ge h .96 in .0 3 A r i n co ne .60 42 4 48.8 48.9 0 2 .96 OK D= 48 87 48 fe" .27 48 48 48.7.75 0 12 48 .7 3 he 48 48 .70 .83 48 .09 48 .49 .08 lä nf dw g 1 .5 .71 48 .87 B8 42 ter flä c .78 48.71 48.66 "W ac ke lsc ha rü G Ra 6 .4 48 51 un 48 OK =4 7 12 42 4488. er ss 1 48 .81 66 48. 61 48 48. .59 48 .59 .65 48 we OK D= 48 ter Pfl as 48 48 .82 .95 .86 ne 48 nb 48 89 48 42 gP lat ten 3 .6 48 .60 48 .7 4 .66 we Sp Sp ielor un tflä d ch en 48 ns .68 "E ise tz Kie s .07 Ba h st. 48 48 48 tte lb .9548.8 8 au he ter 48 ac h= 56 we 4 48 8.88 .75 .95 Ge h 8.9 Mi .93 r 48 .62 48 48 .65 .52 str . er lte 4.783 en .39 nd 12 .14 Bauabschnitt: 'Grünes Band' - neue Grün- und Freibereiche im Bahnhofsumfeld 48 ind 49 Ge lä 42 2 .31 eil 51 OK D= 48 48 48 .72 .86 e 1 Bauabschnitt: Bahnhofsplatz mit oberirdischer Querung der L 300/Konrad-Adenauer-Straße und Umgestaltung der Zugänge der Unterführung Dr ns tei g .66 ha Ge h 48 nn Höhen Planung he e nte de ltri flä c inn rrä ha Gr ün 48.95 ltr of Fa h .94 48 sp B8 Höhen Bestand lt ha .73 .13 B8 sa .71 4 48 8.63 .50 7 Bu4 s .94 P fe 48 ha sp nh 49 t=6 2 48 läu +G us As p sa nte Fir s ab 12 48 .71 B1 5 B1 5 he .72 ufe 42 flä c 4 49 9.03 .0 6 49 49 .04 .1 7 ah OK u 48 Pa rk 48.95 57 Gu s 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 13 e 4.149 49 tea OK D= 48 .65 .71 .75 + hte 48 .20 48 4 48 8.9 .9 8 8 9.1 1 Si tzp la 4 488.38 .50 blä .82 .73 4 49 9.2 .2 6 B 0 15 äc Str aß en .63 48 na 48 28 ch in Po s 3,0 0 2,0 0 3,5 0 3,5 hts 4 488.82 .95 ng 42 R G ad As ehw.ph eg alt Le itp lan ke B8 0 Lic äs se ru 88 .57 .53 48 .50 48 48 To r Ge h of el 4 48 8.82 .8 7 .02 gP lat ten 1 4 48 8.72 .85 .69 12 48 .72 nn 5 ä tw Ettenn .94 OK F 15F=4 we 49 .74 OK FE Stufe 484.78 8. =4 78 8.9 4 OK FE =4 8 Ge h üb 48 .58 42 ke .57 48 .60 48 49.7 OK= 48 51 zk En tw 48 äs 4 s48e8.49 Pflaste .3r7u ng 4 rfläche in8.35 Str aß e er 48 Ri .71 .85 Pf lan 49 OK 4 D 488.72 =48 .85 .7 Br üc nd 48 4 49 8.93 .0 6 48 48 .95 .9 5 ra d Fahnder stä OK =4 7 OK =4 8 .13 4 488.82 .69 O 42 KD= .61 .61 .42 .40 .94 .8 4 .8 Ra 5 (b mp ar en rie Geh a re weg nP la fre latteng i) e 49 48 e .76 OK FF =4 9 B8 gP lat ten 48 .18 nn OK D= 48 .95 48 Ge lä En tw 4 488.70 .83 4488.74 .74 48 48 .69 .56 49 .77 .68 .85 2 B8 .64 42 .49 48 m 2, inde.t 50 % F stäahr ndader we F stäahra nd der .98 .96 48 P 42 e Bu s .91 he B8 rro .7 7 Gi tte ka Bü rg nh 48 flä c inne sphaltr Gussa 48.99 B20+ 49.02 49.02 49.02 49.05 49.15 48 48 tei g Ba h 48 Gr ün .7H8 Abbruch 48 .59 48 .56 48 st pe ep .98 49 ltri nn .95 48 .21 ha ltri 4.788 .56 49.05 49.18 Ge h .77 OK =4 8 .65 om ie .06 ns h= 53 sp ha O 42 KD= .63 he 42 48 Mastleuchten 63 .70 48 .57 48 lltr 48 .02 ac sa sp .84 .06 3 .6 48 8.66 4 .93 48 he hd a ga ss str on e .18 +G us sa .80 48 OK D= Gr 49 ü .08 nflä c 5 .6 8 48 8.7 4 Ro .66 46 53 nte .68 Fla c .98 P 13 a Pl OK FE =4 8 OK =4 9.3 Ho 6 ch be pe ep lltr Ro ka 49 m T it =5rauftlere 49 6.0 hö .12 8 he B1 5 +G us B8 Pla tte n .73 13 4 48 8.8 .90 0 F stäahr nd ader r de rrä F= 49 .22 3 49 7 .7 4 48 8.6 4 Fa h tei g Te rr OK .97 he .63 g FeFlac St ng hra l e r ss e ns 49 48 .14 .24 .21 Bu s B1 5 48 .80 42 fel 48 .35 49 .69 .45 .87 k .14 .12 eta 48 we .93 .72 48 eh G OK FE =4 8 .88 .74 OK =4 8 h= 52 .22 Au OK ße n F .63 2 .6 48 8.57 4 OK D= 48 .75 48 ac ter flä c .06 Bli n g .87 4.883 .83 48 hd .21 .93 ban 48 .94 F Park 49 W e rb 48 48 .79 48 48 .83 8 .8 6 48 8.7 4 48 Fla c Pf las n tri as ter 48 .80 .99 82 4.838 .88 48 .76 48 48 flä c .18 OK D= 49 49 ne .62 48 .70 .99 12 48 4 48 8.53 .65 48 48 48 st. .75 488.87 4 pfl ka 49 B8 48 gP lat ten gP lat ten 4 48 8.60 .48 es W G no itte ri e rro nti st e ru ng s .744 8 48 .98 .98 Pla tte n .00 ri n we 48 49 lte we .90 48 Ac o .96 4 48 8.7 .9 8 0 B8 OK D= 49 49 48 .20 .23 .24 83 0 48.7 2 48.8 .77 .74 49 48 48 .75 .87 B1 5 48.6 48.7 5 7 de 48 48 .69 49 12 he .39 .29 7 .6 48 .64 48 .75 Bli n 1 48 OK 49Mau .4 er 7 = .19 e flä ch e flä c e 4 .5 48 .49 48 48 48 49 48 lt 48 48 tei g ch 49 nn 49 Ge h .79 .24 min 2,5 d. 0% n ha .76 Ba h Ba h ns as en ä =5 0 /Z au e 4 48 8.53 .5 8 .64 ltfl ltri .39 Ge h nR ha 49 .38 ha m 2,5 ind. 0% 49 49 73 er er p As 48 sp 49 7 .8 ne er sa 48 .88 B8 4 488.62 .74 in 9 48 .68 49 48 48 .67 .6 2 nd te r As p er ch .458. 9 5 sr gi Ma u nd er .67 ne 4.888 48 48 .80 .66 ha Fahrradständer 48 48 G us m it G elä er au M un .24 B8 lä nf 48 he l. .45 49 +G us 69 .15 4 48 8.51 .5 4 zg 49 Bu s he 48 1 B1 5 .4 9 .88 49 B1 5 Bs t. + nd =5 0 49 12 OK 49Mau .2 er 2 = 49 Ba h 48.78 48.64 13 .28 4 48 8.53 .4 0 48 48 .42 .40 .63 .63 in sc L i ch ha tch t .2 7 .17 eg .86 sr m it G elä er .16 sic k 49 e r OK nd er 49 B8 Ge lä nd nd rü G 48 .88 8 G us B3 0 F stäahra nd der ter flä c l. B15 flä c 0 48 .68 zg 49 .82 49 5,0 48 1 P Gr ün m 2,5 ind. 0% 4 48 8.5 .5 4 9 he er M au .20 m it G elä Ve r 49 .66 48.82 48.68 48 2,0 m it G elä ug 49 B8 9 .5 9 48 8.5 4 48 ter flä c Bs t. + .89 4488.93 .93 .89 mi 2,5 nd. 0% fla s 48 .88 48 .31 3 .7 488.60 4 m 2, ind. 50 % np au P dw 4.88 48 f er .63 Kle i 48 OK .3 8 Ba h Ra 48.85 .85 au .26 5 .6 48 .62 48 Pf las 48 .E inl =4 9 er he 49 49 48 .93 49 l .8 7 OK D= 48 AK 4488.73 .73 vo rh er M Pf las .53 48 =49.89 Sitzbänke mit Lehne taf e 0 48 .58 .05 OK Mau er .86 be 5,0 48 48 e W er .88 m 2,5 ind. 0% 4 48 8.5 .6 5 1 .88 .32 m 2,5 ind. 0% 4 48 8.6 .6 6 0 nn 49 OK FF =4 8 lt ltri .92 4 48 8.6 .5 8 6 Pos t ha ha .67 Pos t nA sp 4 48 8.7 .6 1 6 .53 =5 7 4 48 8.6 .6 6 9 e Bs t. sp 48 ten lat gP nn ah ta fe l we Bs t.+ Ri rb e r= 47 be h Ge SB .ST . P om ie nd OK Au fz W er .73 Fa h e Bäume Planung r 48 sa 08 .9 5 48 +G us P&R Stellplätze Drainstein 30/20/8 .69 48 .56 48 flä 4 8 ch e .70 nn .5 4 4.958 he Bs t.+ Ri F 48 de he B1 5 7 48 .98 fhö 48 .68 48 .71 .62 flä c 8/1 48 .82 48 er 48 Tra u n F B8 Be to 4 488.57 .63 rrä OK Ma u .96 .73 .81 he 4 48 8.71 .65 Gr ün str on au rm it G elä nd t=6 2 .75 gP lat ten nf läc st we 4 488.7 .6 4 9 48 ga ue Gr ün Fa h 84 .12 Pl at te n Werbetafel rro Ge h 48 Au ße n m 2,5 ind. 0% m it G elä g ng .73 Gr ü 4 488.99 .85 rm it G elä 12 48.8 48.6 3 9 lt F 48 we Ma u .63 Gi tte .70 49 48 .89 48 48 =4 9 .6 7 m 2, ind. 50 % he OK D= 49 81 49 flä c h ru F .71 .15 ue .30 0 er OK rfü flä c .22 er Ma .24 12 Fir s .2 5 =4 9 er er au nte Gr ün ha 48 e ru .76 48 .71 gA sp 48 .76 ng 48 OK D= 48 B8 we 48 .21 Ge h au er m it G elä nd M Gr ün M e r= 50 4.309 gP lat ten 2 .8 488.87 4 4 488.71 .65 fel OK Ma u 31 49 er ter Ge h eta .14 nd we W e rb 49 rm it G elä gP fla s 4 4 8.7 488.75 1 .78 4 488.81 .84 =5 0 Ma 4 488.73 .68 .13 .04 .88 .09 Tü r we 3,0 49 OK .62 Fu ßg ä 48 4 488.61 .67 er Ma u e r= 48 ue Anlieferung Betonstein Rasengitter 25/25/8 k 48.8 48.6 3 9 M OK OK Ma u Ma ban Ge h Ge h ter F stäahr nd ader gP fla s Ma u gP lat ten B8 we .16 49 66 .14 .80 48 .84 48 Ge h 48 48 .71 .65 .26 Gr ün OK we OK D= 49 he 48 .79 .74 Ge h e r= 50 72 .17 au flä c 48 .13 M au 48 Gr ün .21 OK Ma u .25 49 OK D= 49 4.149 48 48 .87 .99 M 49 68 13 49 e re .09 er 49 .21 .02 .20 P r Pa rk .13 49 de OK .21 49 F stäahr nd ader .22 49 4 49 9.15 .06 4 49 9.15 .01 .19 mi ttl 49 ri n 49 49 49 k 0 .16 ne .09 49 66 12 71 Plattenband mit Betonsockel .03 12 12 .3 6 OK FF =4 9 gP lat ten 49 12 .12 49 ab Bo ges rd e n ste kt. in he 49 4.919 .19 49 9.1 1 B8 sa +G us we 49 49 48 .09 .95 .0 5 .20 .22 OK FF =4 ha sp Ge h OK D= 4 49 499.13 .15 .18 i) 49 49 ds tä n ban m 2,5 ind. 0% .23 .26 .21 rra ,36 49 .26 =5 9 49 .26 49 flä c 49 49 67 ng Holzdeck Terrasse .4 3 mi 2,5 nd. 0% Gr ün Ac o fre SB .ST . .29 .0 2 49 ga 4 49 8.93 .05 .3 8 g er e Rasenfläche he =5 0 Üb .2449.24 49 OK D= 49 12 OK FF =5 0 Pa rk fhö er ier OK FF =4 9 ag F stäahr nd ad er - Tra u M au .31 fre .34 O =6 K G 1.7 au 5 be OK re .29 .11 .31 48 4 498.94 .06 .0 5 49 .68 .40 12 rri e .32 .3 RR 6 RR 9. 38 49 49 ftu n 49 SB .ST .P ost 4 Ro 49 49 .24 .29 Lü ba 49 Fa h =5 7 49 r .28 he 49 1 e Ga r .2499.2 9 OK FF =4 9 .29 .35 nn 49 fhö OK D= 49 49 .39 ltri F stäahr nd ad er - .20 O =6 k G 1.7 au 4 be 4 49 9.40 .30 fe .11 tze ha F stäahr nd ad er - Tra u 49 de sp 49 49 49 Betonsteinpflaster Platzfläche 120/40/12 no 49 e re 4 49 9.24 .19 rrä läu sa de Gi rien tie tte r ra bd ung s ec ku pfla ste ng r mi ttl .26 ab plä +G us .22 En Ge 49 hw . St tw eg raß49.ä071s8s Kle inp e n e ru fla ab ng ba ste r läu in 4 rri e fe 49.9.16 re f 0 re i 7 er Üb e rg an g .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 25.04.17 BUW- BUW_03.02 .29 F R ad w 48 eg 1 .3 As p 48 ha lt .30 Index: -