Beschluss-Lageplan 2.pdf

176 .76 Tor Asphalt 3 17 177 6.83 .23 176 .86 176 .82 176 .87 176 .81 177 .0 177 5 .10 177 .08 308 395 177 .75 177 .85 177 .85 177 .51 177 .40 178 .03 178 .02 178 .06 38 180 .22 311 254 312 605 633 632 413 414 625 619 177 .40 As pha lt 177 .57 177 177.4 177.4 5 .43 7 17 17 177 177.5 7.58 7.66 4 .56 10/ 20/ 8 177 .82 Beto npla tte n 460 Rinne 177 177.5 .55 0 177 .83 Ver bun dpfl aste r 253 177 .54 177 .54 tein Basaments 177 177.6 .63 6 177 .48 177 .42 177 177.5 .59 7 177 .71 177 .83 177 .64 17 177 7.58 .54 Kst 177 .4 177 8 .54 17 17 7.5 177 7.53 7 .55 2.49 178 177.8 .13 0 177 .37 177 177 .65 .59 2.75 178 .76 10/ 20 /8 177 177 .83 .25 178 178 .11 .12 177 .54 2.75 177 .97 Ve rbu pfla ndste r 178 .89 178 177 .14 .56 177 .82 17 178 8.00 .20 17 177 8.06 .77 177 .83 177 .67 177 .78 177 .41 177 .45 177 .51 177 177 .97 .59 17 177 177 7.55 .59 .55 177 177 .59 .64 2.50 36 2.41 178 .68 178 .45 2.75 34 178 .71 178 .66 Ras gitte enrste ine 2.75 179 .37 178 .74 178 .56 17 178 8.37 .22 178 .40 178 178.0 .01 1 178 178.11 Müll .18 17 178 8.14 .16 L-Steine 32 179 .40 178 .76 178 .71 178 .59 178 178.6 Sch .68 9 iefe 178 pla r.66 tte n 178 17 .75 8.66 178 178 .0 .0 178 8 9 .18 178 178.1 .15 4 178 .48 177 .75 17 177 7.86 .91 92 17 177 7.51 177 .48 .51 177 .77 177 .84 177 .91 L-Steine Car por t 178 .81 178 .72 178 .51 Kst 180 .50 180 .08 180 .14 179 .22 178 .76 178 .80 Kst Müll 178 .76 178 .74 178.7 6 As pha lt 2.43 180 .06 180 .18 10/ 2 gra 0/8 u Betonpoller 178 178.9 .90 5 178 .62 Rinne 2.75 30 180 Rinne .40 6-e ckp fla ste r 180 .22 180 .22 179 .32 MB 17 17 8.8 178 9.06 8 .86 17 178 8.89 17 .78 178 8.77 .76 178 .66 2.75 180 .13 180 .35 180 .29 179 179.5 .45 6 179 .11 179 .15 17 178 9.01 .81 61 2.48 Kst 179 .91 ebeBeton nerd ig 184 .04 179 179 179.0 .07 .08 4 178 178.3 3 .35 17 177 7.83 .82 177 .81 177 .64 KD 17 17 7.6 KS 177.7 177 177 7.63 6 175 7 .71 .67 177 .97 .74 177 17 177 .75 .73 177 7.68 .73 177 177.7 177 3 .77 KD 177 .79 KS 177.7 .73 174 8 .86 177 177 177.6 .89 .62 3 177 .69 177 .98 DN 200 Stz 2.50 179 .84 178 .34 Asphalt 178 .24 DN 300 B -58.65-58.55- 2.75 180 .46 180 .65 179 .67 179 .77 179 .81 179 .79 179 .40 310 178 .45 Tor 178 .25 178 .34 178 .08 178 .08 2.75 28 180 .64 Rinne 255 179 .19 179 179.2179.2 .31 5 6 178 178.6 .64 1 178 .84 178 .98 178 .08 2.26 180 .66 180 .55 181. 66 Granitpoller 178 178 178.2 178.4 178.2n 8 .56 2tferne 1 178 178.3 .28 e .56 1 Heck en 178 178 .33 178 .50 .53 178 .36 178 .65 179 .10 Kst 181. 34 181. 20 181 181.1 .02 5 180 .7 180 4 .68 256 Kst MB 180.4 8 180 .47 17 179 17 179 9.10 9.01 .05 .06 nen 178 .73 178 178 .68 .72 178 .77 178 .80 179 .04 179 .33 179 .95 fer Hecke ent 178 .88 178 .86 179178.9 .02 9 Granitpoller 180 180 .25 .28 179 179 .02 .04 K KS D 179 177 .33 .53 K KS D 17 176 9.4 .37 5 178 .41 178 .49 178 .90 entfernen Kst 181 .42 Rinne Basamentstein 180 180 .84 .69 180 10/ .97 20/ 8 181. 181. 03 11 179 .67 179 .92 180 .12 252 179 .28 179 179 .0 .06 cke He 4 MB 179 179 .07 .08 Kst 181. 181. 44 50 181. 03 Rinne 10/ 181. 20/8 06 180 180.4 .42 8 179 .01 Ver b pfla undste r 2.39 182 .15 26 181. 35 181. 07 DN 200 Stz 179 .10 Pla tte 50x n 50 179 179 .54 .65 179 .80 179 .82 179 17 .81 9.8 2 18 180.2 Bet 0.33 3 onp oll er 179 .46 Mü ll 179 .68 178 .8 179 0 .09 178 .39 179 .00 2.75 181. 59 182 .18 10/ 20/ 181. 8 27 180 180 .51 .54 179 .58 179 .84 179 .81 2.21 181. 29 180 180.0 .12 7 180 18 .34 0.29 2.75 182 .12 181. 181.6 60 9 180 180 .49 .43 2.72 Kst 182 .27 180 .82 181 180 .02 .99 18 181. 1.52 51 DN 300 B 179 .99 2.75 Rinne 180 .08 18 180 0.13 .11 180 180 180.3 .40 .26 2 2.75 Poller 181. 181.54 56 Rinne -56.67- 2.75 e Haarholzer Straß 181. 54 181 .87 -56.65- 180 180.6180.7 .74 8 6 180 .83 181. 15 181. 18 181. 61 180 .76 180 .33 179 .64 178 .81 178 .7 178 7 .62 2.75 181. 10 180 .72 180 .67 179 .7 179 7 .71 178 .74 179 .12 178 .59 2.73 180 .90 180 .32 Ver bun dpfl aste r 2.21 181 .12 181. 20 181. 18 180 .02 180 .70 180 .88 180 .09 179 .23 179 .32 Rinne 179 .35 Kst 18 181. 1.11 10 Platten 179 .33 Rinne 179 .23 2.08 30 9 179 .25 180 .70 180 180 .74 .56 181. 10 179 179 .28 .28 Kst Müllboxen 181 .1 Pla 4 tte n 50x 50 181. 56 181. 38 181 .13 179 .27 178 .67 177 .85 177 .96 2.36 23 179 .33 179 .36 179 .01 177 .4 177 6 177 .46 .49 177 .62 177 .51 17 1777.48 .49 176 .95 Holzpalisade n 181. 14 178 .19 178 .87 177 .42 177 .57 177 .65 177 177 .40 17 .39 17 7.36 7.3 177 4 177 .36 .46 177 17 17 177 7.32 7.36 .48 .34 176 .86 Rinne 178 .60 18 181. 2.01 9 181. 6 69 181. 181. 53 60 17177 7.6.67 7 27 25 179 .50 177 .47 107 177 .91 180 .95 Tor 1 177 .4 177 1 .45 177 .64 177 17 .04 7.0 2 177 MB .5 177 1 .12 177 .11 Rinne 177 .23 10/20 rot 178 .13 18 181. 1.14 13 177 17 .20 7.2 0 177 .19 177 .63 178 .78 181 .31 177177.2 .13 5 177 .13 176 177 .90 .26 KD KS 177.1 175 3 .39 177 17 .16 177 7.05 177 .03 .04 177 .4 177 177 1 .22 .40 180 .86 181. 24 181. 22 Kst 176 176 .70 .83 176 .08 180 .89 17 177 7.16 177 .19 .16 Heimatw eg 177 .3 177 1 .16 177 .07 176 .85 Kst Ver b pfl undaste r 2 DN 200 Stz 181 181 .44 .41 181. 36 176 .61 177 175.9 .49 7 108 181 .26 KD KS 181.2 178 7 .98 KD 17 KS 7.14 174 .43 177 .06 176 176 .78 .60 177 .48 176 .9 176 0 .96 Rinne -40.90- 307 176 176 176.9 .76 .78 2 177 .18 plat ten Asphalt Sch iefe 177 r.17 4 176 .70 176 .8 176 2 .80 176 .87 17 176 176.7 6.85 .77 4 176 .87 176 .76 Anlage 2 Blatt 2 Car por t 106 177 177 .66 .65 17 1777.80 .64 Ve rb pfl undaste r 177 .82 177 .82