Beschlussvorlage (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 OK FF 41 =50 Pf las g To r nti e ru ng sp fla s sp fla s ter h= 56 48 .58 48 Pa rk .98 4 8.9 he ter 48 Mi 8 48 tte lb ah 81 .97 13 48 4.985 ns tei g 49 pla "E ise tz Kie s 80 .95 48 ns tei g ka Ge h nte ri n nb 48 ah .88 gP fla s .64 n" .83 ter 48.9 3 .05 48 gP latt en .8 7 Ri Bo u se lef läc he nn e Pa rk 12 .60 Le itp lan R ke Ge ad. As hw ph eg alt ru fü h he B8 we B8 gA sp h alt nf läc Gr ü Ge h 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 .60 48 .60 2,5 B8 2,5 Gr ün flä c 0 .12 Gr ün .47 Ri 2,5 he nn 0 tz Pf las .80 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 2,5 0 B8 .82 we 0 2,5 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 48 48 ße n 2 .60 nR .53 .60 OK D= 48 .35 .29 2,5 0 .1 49 .05 49 Rinn .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 48 .91 48.57 48.60 .55 488.58 4 .40 9 .4 48 8.36 4 48 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 49 .02 Architekt .14 0 .3 48 .34 iffe 42 eh G 48 49 48.32 48.37 ns 48.3 4 48.3 9 .28 48 .98 Gehwe g Asph alt .89 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 ch 42 lä nf eg P flaste .26 42 rü G Geh w 48 /Z au .86 .45 F 0 48.44 48.32 2,5 er F Pf 4 telras- 8.99 flä ch e 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 Gr ün as en 2,5 48.44 48.39 48 48 .68 2,5 48 49.26 .26 ufe 48 Werbetafel 48 .64 0 B15 .76 48 48 48. .77 75 B8 2,5 49 48 48 .54 .57 48 ab .14 4 9.02 Platten 48 48. .50 in S 53 tra ße F na blä he 2,5 fe F 48 ng .51 0 eit 2,54 8.58 408.7 Pla tten 48 .70 gi Gehwe g .36 F 12 48 un 49 B8 OK D= 49 49 gP lat ten sic ke r .81 49 Pflaster 48.8 48.8 8 B15+ 6 Gussasp haltrinne 0 e 2,5 pla Ve r 0 48 Str as se .51 2,5 48 .10 48 F 2 RW E OK D= 49 äss e ru .72 49.0 .02 .49 48 48. .48 45 4 488.66 .6 9 48 B8 4 48 8.49 .5 2 An an schlu Be ß sta nd 4 488.54 .67 48 Ge h 0 48.7 8 48.5 48 En tw B8 .67 e 49 .75 e he 49 48.50 48.54 3,5 78 48 .64 2 .7 42 ng as 4 48 8.74 .62 e r- .62 48 48 .82 flä c .55 48 8.42 4 B1 5 ter 12 nn e tz Pf las 77 .59 0 ltri nn pla OK D= 48 48 48 45 . 48 55 .. 0 0 4848 42 te r tst r 48 0 ha ltri Pl at te n 48 Gr ün .80 nn 13 .16 B8 48 48 ha .10 g 2,5 e sp .75 ter 2,5 Ri we 48 sa 49 4 8 . 48 92 .92 .65 .36 .96 .55 488.58 4 4 48 8.82 .9 2 nn 48 +G us sp 6 .5 48 .53 48 .10 au 49 he 7 76 tz Pf las .84 flä c ne 12 pla .83 B1 5 48 42 en Pl at te n 48.9 .95 4 48 8.73 .8 5 48 48 4 488.67 .67 .71 48.77 48.63 e d. in m 50% 2, .78 B1 5 48 n r ke l t Pa pha As 48 48 .63 .76 -Ad g Rin 48 Pa rk .84 gP lat ten 4 48 8.6 .8 6 0 .08 inn OK FE =4 8 OK FF =4 8 .86 48 .84 48 48 .67 .67 sa 8 .5 48 8.53 4 42 sr gP lat ten us l. G n r ke l t Pa pha As e tz we zg lä Ge h OK D= 48 48 Pa rk 1 lt 50 3, ha 48 .55 ra d us +G .89 ne .10 48.9 5 48 48 48 .76 .8 8 we + OK FE =4 8 we 48 8 8.7 Ge h t. Bs gA sp e rr Späche fl lp 14 we B1 5 7 .4 .68 Ge h .89 48 n Parkealt Asph .08 .75 4 48 8.76 .8 9 Ko n 48 5 B1 0 .6 48 .57 48 00 5, el St OK FE =4 8 g 2 .5 48 .47 48 OK D= 48 Pl att en e Gehw .80 .10 42 50 3, .89 .80 48 4 488.78 .91 48 .74 8 48.5 0 48.7 0 B3 48 42 n Parkealt Asph 48 4 48 8.8 .6 0 7 .62 48 .49 48 lt ne e uf OK FE =4 8 ri n as 48.9 en 2 12 flä 93 ch e ha lnä Ac o nR B8 .78 Gr ün Ri 48 48 .84 .71 we .81 48 48 .66 .79 F 94 .19 Ge h .41 92 .53 48 .50 48 e ke 48 4.878 .78 gi .93 .93 4 48 8.73 .8 3 .08 .76 ab ter .78 un 48 p As ar iP xn ßTae .76 47 42 .70 B1 5 4 48 8.94 .8 2 4 48 8.92 .80 .13 48 95 48 8 48.5 0 48.7 ch eg 47 ra St 48 42 h. sc L i ch ha tch t Pf las 48 Ge h r vo A r i n co ne .60 B15 + 1 Zgl. Rin Ge h .96 in .71 48 .0 3 sic ke r 48 48 .68 .81 .84 .90 4 48.8 48.9 0 2 .96 OK D= 48 Ve r 42 48 .09 48 90 .7 5 75 B8 42 12 4 48 8.88 .7 6 fe" 48 12 ule 49 .46 12 .08 lä nf dw g 1 .5 48 OK =4 7 48 48.7.75 0 12 Lit faß sä .10 H 48 "W ac ke lsc ha 42 .14 87 .78 48.71 48.66 66 48. 61 48 48. .59 48 .59 .65 48 we ne 48 Sp Sp ielor un tflä d ch en .07 Ba h .68 .66 Ac o 12 .15 48 42 .77 e au ac ter 48 .81 .87 42 1 inn hd gP fla s OK D= 48 12 4 48 8.38 .26 OK D= 48 9/2 str . ng OK OK Ba Fla lko chd nb ac rü s h = tun 52 g= .53 54 .70 we 48 48 .70 .83 48 48 .82 .95 .86 .25 .21 en e ru Fla c 48 .83 48 30 49 ltr nti OK gP lat ten .29 48 4 48 8.6 .5 9 6 4 488.30 .42 he 42 48 Ge h OK D= 48 .30 .16 .05 ind ri e ter flä c ri e An b .64 48 .9548.8 8 ter flä c .27 49 49 eil no no =5 7 st. Pfl as .49 48 .04 Dr de de he 48 48 49 ha .67 fhö .62 89 .7 3 sp Bli n Tra u n 12 .14 48 48 .65 .52 sa /Z au .68 4 48 8.88 .75 .95 48 4.783 4 49 9.03 .0 6 49 49 .04 .1 7 er r we 48 Gu s .39 nd 48 48 .72 .86 e 42 he e 49 Ge lä lte .93 Ge h 48 nn OK D= 48 flä c + ns tei g 51 de ltri Höhen Planung .31 4 48 8.9 .9 8 8 rrä ha Gr ün nn Fa h .94 48 ha 48.95 lt Ri .13 B8 sp B8 4 48 8.63 .50 7 Bu4 s .94 P fe sa .71 ha 4 49 9.2 .2 6 B 0 15 of 48 läu +G us As p 4 49 8.93 .0 6 48 48 .95 .9 5 .73 ab 12 48 42 B1 5 B1 5 48 ufe .20 he .72 .71 Höhen Bestand 28 nh 49 t=6 2 .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 u blä flä c .8 4 nte Fir s OK D= 48 48 48 .82 .96 Str aß en 42 na 48 .71 48 Pa rk OK FF =4 9 4.149 49 tea 4 48 8.72 .85 .69 in .58 48 .65 48.95 57 .68 hte ng 48 1 48 4 488.38 .50 13 48 ah OK äs se ru 48 OK 4 D 488.72 =48 .85 .7 äs 4 s48e8.49 Pflaste .3r7u .40 ng 4 rfläche in8.35 Str aß e .75 B8 9.1 1 4 488.82 .69 4 488.82 .95 Si tzp la .63 4 48 8.8 .90 0 äc 88 48 .73 .90 ch 48 .82 4 48 8.51 .5 4 hts 12 .57 48 48 Lic En tw 4 48 8.82 .8 7 gP lat ten er ke .72 B1 5 e rb nte .66 mi 2,5 nd. 0% 3,5 el 4 488.70 .83 .95 .02 nd .42 42 48 4 48 8.53 .4 0 48 48 .42 .40 of we Un 3,0 0 2,0 0 3,5 0 OK F 15F=4 49 Po s B8 0 Ge h üb 48 e R G ad As ehw.ph eg alt Le itp lan ke Ge h we B8 Br üc 48 min 2,5 d. 0% B8 zk Ge lä nn .94 O 42 KD= .61 .61 En tw rü G Ra 6 .4 48 51 1 un .94 nh .96 48 e OK D= 48 42 4488. OK FE =4 8 .4 3 39 er nd te r ka Bü rg .98 Pf lan nn .76 0 OK =4 9.3 Ho 6 ch be OK 49Mau .4 er 7 = .20 =5 0 48 .06 tei g Ba h .13 ltri 48.74 .74 48 48 48 .69 .56 49 .77 5,0 rro .7 7 Gi tte 48 .98 .21 ha ltri .64 42 .49 inne sphaltr Gussa 48.99 B20+ 49.02 49.02 49.02 49.05 49.15 st pe ep lltr .98 P 49 sp ha 48 P 42 .59 48 .56 48 .93 om ie 48 48 .18 sa sp Bu s 3 .6 48 .60 48 .7 4 er ss 51 .02 h= 53 49 +G us sa he Abbruch 48 49.05 49.18 Ro a ga ss str on e ac B1 5 +G us flä c .56 .70 48 .57 48 .61 ä tw Ettenn OK FE =4 8 m 2, inde.t 50 % pe ep lltr hd .18 Bu s B1 5 Gr ün .7H8 Mastleuchten 63 m 2,5 ind. 0% r Fla c m T it =5rauftlere 49 6.0 hö .12 8 he .69 .45 O 42 KD= .63 he .57 48 .60 48 48 .74 .85 OK FE Stufe 484.78 8. =4 78 8.9 4 49 48 .91 .84 .06 42 4.788 .95 48 .80 48 OK D= Gr 49 ü .08 nflä c .73 3 .6 48 8.66 4 5 a Pl 48 .21 .22 48 .14 .24 49 Te Au rr he ns F B8 Pla tte n 48 .94 .93 48 .80 49 5 .6 8 48 8.7 4 49.7 OK= OK =4 7 49 48 4 48 8.53 .65 .87 k 13 fel .71 46 53 .68 .21 OK F= 49 he 48 ban 42 mi 2,5 nd. 0% F stäahr nd ader ka .22 OK ße n F 48 82 Park .14 .12 eta Ro .35 .18 OK D= 49 49 ne .97 12 .83 4 48 8.60 .48 48 48 49 48 gP lat ten 4.838 st. .79 7 .7 4 48 8.6 4 de ter flä c .98 flä c ac h= 52 ri n we 48 49 W e rb rrä hd Ac o 4 48 8.7 .9 8 0 B8 OK D= 49 B8 er Ma u OK 48 .20 .23 .24 83 he .39 .29 49 .96 48 48 .75 .87 lte gP lat ten 48 8 .8 6 48 8.7 4 Fa h 49 flä c 12 B1 5 we .88 48 .76 48 .8 Ra 5 (b mp ar en rie Geh a re weg nP la fre latteng i) e .39 e Ge h 7 .8 48 ra d Fahnder stä g FeFlac St ng hra l e r ss e 49 nn Fahrradständer .24 48 48 e flä ch e 13 we .93 .85 eh G OK FE =4 8 .88 .74 OK =4 8 2 .6 48 8.57 4 OK D= 48 .75 48 ch 49 ltri 49 g .87 4.883 .83 48 gP lat ten 49 .38 ha 49 49 .75 488.87 4 48 48 .79 F stäahr ndader we F stäahra nd der sp ha 69 .15 48 .88 B8 48 48 .80 .66 0 48.7 2 48.8 48 .65 Ge h .77 OK =4 8 as en ä ß d hlu n sc esta n A B an n tri as ter 48 .80 48 sa Bu s es W pfl nte 4.888 48.6 48.7 5 7 48 .66 .63 .45 +G us .88 he 48 4 488.62 .74 .70 .72 ltfl 7 .6 48 .64 48 48 48 48 49 Ge h eg .62 B1 5 .4 9 er 49 .98 48 dw G no itte ri e rro nti st e ru ng s .744 8 Fla c Ra .77 .74 tei g Bli n .63 =5 0 49 nR ha 48 Pla tte n .00 Pf las 4 .5 48 .49 48 de 48 48 .69 gi .19 4.899 .99 lt .75 Bli n 48 48 ns ha 48 48 m it G elä er au M 49 .06 e 4 48 8.53 .5 8 .64 49 48 p As 48 sc L i ch ha tch t un As p n ch ne er 49 B8 /Z au lä nf in nd 73 OK 49Mau .2 er 2 = eg .458. 9 5 sr 48 48 .67 .6 2 m it G elä 12 .24 B8 rü G G us dw 48 he l. ka 49 48.78 48.64 49 0 zg tei g 49 48 f er Ba h ns B15 13 .28 5,0 1 Ba h .67 ne OK =4 8 au .17 er 49 Ba h Ra .76 48 in 49 .82 49 flä c m 2,5 ind. 0% Bs t. + 9 48 .E inl nd er .68 5 .6 48 .62 48 .86 8.8 8 sr g .63 F stäahra nd der ter flä c G us er M au .16 sic k 49 e r P P Gr ün m 2,5 ind. 0% .63 l. an 48 vo rh nd er 49 Ba h .66 48 9 .5 9 48 8.5 4 rg 48 .68 zg B3 0 be m 2, ind. 50 % rÜ 48 48 1 ie 4.88 48 om ie Ge lä nd nd 49 49 48.82 48.68 4488.93 .93 .89 B8 .31 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 .89 49 l .8 7 np rri Kle i ba 4488.73 .73 str on m it G elä Ve r ug 49 48 .88 48 Sitzbänke mit Lehne taf e OK FF =4 8 AK 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 .93 be 4 48 8.6 .5 8 6 Pos t 4 48 8.6 .6 6 0 48 =5 7 Pos t lt 48 =49.89 he 4 48 8.6 .6 6 9 e ha 4 48 8.7 .6 1 6 OK Mau er .86 W er .88 ten lat gP P nn Bs t. nA sp .88 .32 we Bs t.+ Ri ah 49 h Ge SB .ST . rb au .73 m it G elä he 49 Au fz .92 .73 flä 4 8 ch e .70 e 48 e 48 .69 48 .56 48 Fa h Gr ün nn .5 4 nn fhö 48 .68 48 .71 Bs t.+ Ri F 48 ta fe l 48 .82 .62 be .53 Tra u F 48 48 OK M Pf las st n 4 488.57 .63 B8 Be to 4 48 8.71 .65 ltri .05 .3 8 er OK rro .81 he Gi tte .75 gP lat ten 48 ga nd =4 9 Pl at te n Werbetafel .89 we nf läc e r= 47 m 2,5 ind. 0% m it G elä g er .63 Gr ü ha .12 lt 4 488.7 .6 4 9 sp 08 Bäume Planung W er 48 sa P&R Stellplätze Drainstein 30/20/8 .9 5 r 48.8 48.6 3 9 48 m 2, ind. 50 % Ge h 48 Au ße n we ng .73 48 .26 er .6 7 F de .67 er Ma u 49 flä c h ru .70 au rm it G elä 4.958 48 +G us 7 48 .98 he B1 5 .96 8/1 2,0 au OK rfü 48 ue flä c t=6 2 .2 5 =4 9 er er au nte 48 48 e ru F he ha .76 .71 ng flä c 48 Fu ßg ä Gr ün gA sp 48 =4 9 48 2 .8 488.87 4 .76 .71 .22 er rrä er we 48 B8 48 we fel .21 Ge h er m it G elä nd M Gr ün M nd ter Ge h eta 49 Fa h 84 OK Ma u gP fla s W e rb 4 488.71 .65 OK D= 48 =5 0 Ma 4 488.73 .68 4 4 8.7 488.75 1 .78 4 488.81 .84 er Ma u rm it G elä 12 0 49 OK .62 F stäahr nd ader 48 4 488.61 .67 81 er .30 48.8 48.6 3 9 M OK Gr ün 12 Ge h ter 5 gP fla s B8 we gP lat ten 4,7 48 48 .71 .65 Ma u ue 4.309 gP lat ten .80 48 .84 48 Ge h we 4 488.99 .85 Gr ün OK Ma .24 .15 he 48 .79 .74 Ge h OK D= 49 .17 au flä c e r= 50 72 .13 M au 48 Gr ün .21 OK Ma u nd 31 49 48 48 .87 .99 M 49 .14 rm it G elä Tü r we 3,0 .09 er 49 49 .09 Fir s .21 .13 .88 Ge h e re ri n 49 49 e r= 48 ue Anlieferung Betonstein Rasengitter 25/25/8 k mi ttl 49 12 71 48 OK Ma u Ma ban 0 .16 ne .09 49 66 .16 49 66 .14 .03 12 12 OK D= 49 .04 OK D= 49 13 OK FF =4 9 gP lat ten 49 12 .12 68 ab Bo ges rd e n ste kt. in he 49 .26 49 .02 P OK B8 sa +G us we e r= 50 49 48 .09 .95 .0 5 .20 OK Ma u .25 9.1 1 ha sp Ge h OK D= 4 49 499.13 .15 .18 i) 49 .21 .13 49 F stäahr nd ader Pa rk m 2,5 ind. 0% .23 .26 49 .19 .22 49 4 49 9.15 .06 4 49 9.15 .01 k 4.149 ,36 49 49 ban 49 =5 9 49 .26 49 flä c Plattenband mit Betonsockel mi 2,5 nd. 0% Gr ün 49 67 ng .3 6 .20 he 49 .2 7 m 2,5 ind. 0% .29 .0 2 Ac o fre SB .ST . 4 49 8.93 .05 .3 8 g ga 49 fhö =5 0 er Holzdeck Terrasse .4 3 Rasenfläche Tra u er Üb e .22 OK FF =4 M au .31 4.919 .19 49 OK D= 49 12 OK FF =5 0 O =6 K G 1.7 au 5 be OK ier 49 .11 .31 48 fre .21 .68 .40 .0 5 re .3 RR 6 RR 49 49 ftu n 9. 38 4 498.94 .06 Ro 49 49 .24 .29 Lü 49 SB .ST .P ost 4 12 rri e OK FF =4 9 ag F stäahr nd ad er - 49 =5 7 49 ba .34 .26 49 he 49 r 49 Ge h e .29 OK FF =4 9 .29 .35 nn .2449.24 fhö OK D= 49 49 .39 ltri .32 Pa rk O =6 k G 1.7 au 4 be 4 49 9.40 .30 fe 49 tze ha .28 Tra u 49 de sp 49 e re 4 49 9.24 .19 rrä läu sa F stäahr nd ad er - .20 mi ttl .26 ab plä +G us 49 .2499.2 9 49 49 Ga r 49 49 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 .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 .22 Betonsteinpflaster Platzfläche 120/40/12 no 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 B8 nla 49.13 .13 e 4 49 9.11 .04 ne .03 Ta x ng 49 49 .04 OK D= 49 de Git rostert na Bl in ne 49 .34 69 ri n m pe 49 .33 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 Gestaltungsplan tte n Projektnr. Maßstab: Ausgabedatum: Plan Nr.: BUW- 299.00 1:250 11.05.16 BUW- BUW_03.01 .29 F R ad w 48 eg 1 .3 As p 48 ha lt .30 Index: -