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S 282.08 PEP E1 01000 Im Friemarer Felde
Gemarkung Friemar
Sportanlage Flur 2
Sportanlage
Am Mühlhof
Sportanlage
Auf dem Höckengarten
Gemarkung Tröchtelborn Flur 5
GemarkFulunrg 5 Tröchtelborn GemarkFulunrg 2 Pferdingsleben
LM22 S 88 2 6320 .10..22 863 A GemFalurkr u1ng Friemar GemFalurkr u1ng Friemar 2540.0P8P1:21 M22 [[22001199]] 88 282.60 331 283.40 6..21 150P 3 P 70 [[22001199]]150PP 282.83283.86 [[22001199]] 282.60283.67 [[220011 1 99 50 ]] PP 283.07283.99 150PP 250 100 P PV P C/ Gul 5 ly 4.031:39 [[22001199]]283.55 284.2 m 7 w M 15 W 0PP [[22001199]]282.65 [[22001199]] 284.0 2 1 83.96 150PP 284.51 150PP 12528[[ 0 2285004.P111.P53994]] [[22001199]] 283.02 250P 2 P 84.08 31 M22 . 1 4 50 0 PP 1:6 88 2 342 6..24 487 M2288 352 6..49 568 Auf den Stedten GemarkFulunrg 5 Tröchtelborn 122[ 58280504P.1.549 P87] 1:45.2 3520PP112 :.22070PP 1252[8082540 P..18P7910] H2288 A30..2736 GemFalurkr u1ng Friemar 22188[56 250. 0 5.71 6P59P] 12528[ 082R 660 P W ..81 P3595] 1252[8082650 P..15P6948] 22818[ 6 255. 005.71 4P89P] MM 22 3 88 353 8..85 636 250PP1:10097.92 [2010] 150[2010] 283.91284.85 150PP 250PP 1:556.74282.46 Am Höckengarten GemarkFulunrg 5 Tröchtelborn 92 18 GemFlaurrk 2ung Friemar 99/1 M 81 27 722 M 80 M 73 M 23 99/2 17 37 26 36/6 724 Gemarkung T F r l ö u c r h 5 telborn GemarkFulunrg 2 Pferdingsleben 294 37 M 21 291 265 M 79 [[220022002 ]]85.72 186.18590PP 152208[827S50.4T .090Z 46] M 22 M 24 101 102/1 GemaFrlukur n2g Friemar 38 GemFa 1 lru 6 kru 2ng Friemar 723 16 724 715 GemarFkluunr g1 Friemar M 77 Gemarkung Friemar 102/3 Am Herrenried Flur 1 103 Gemarkung Pferdingsleben 16 Flur 2 M 21 M 30 Am Herre G nri e ed markung FP 7lfu2 er8 r d2ingsleben Freizeitanlage M 41 1252808[524.09.51450] MM 22 8 2 8 454 [2010] 4.. 284 9 .4 3 7 B 285 4 . 6 91 150[2010] 285.32 285.86 150 2001:8624.07 2001:4913.67 122[ 5882 0450..125055] [222180854150.0.26]02 727 2H 08A4.65 226/1 727 M 85 M 84 K 24 M 83 M 82 M 4 M 2 43 M 32/1 22[2880442..69044] 22[2880442 [[22 .. 0022 680 00]] 48]284.00284.64150PP 02H8A4.35 2 M H0 8 1 A 0 3 8 22 .1 88 2 43 H..04 A81 H208A4.3 G 9 em Fl a u r r k 1 ung Friemar 230/1 36/5 230/2 227/1 717 226/2 227/2 728 716 Gem 72 a 9 rkung P F f l e u r r d 2 ingsleben 730 Am Herrenried Am Herrenried M 89 M 61 731 M 87 S 5 GemaFrkluurn 2g Pferdingsleben MW5 [2020]285.15285.84150PP SN 10 H2288 A43..3085 725 M 90 M 86 S 4 M 58 M 59 Gemarkung Pferdingsleben Flur 2 Gemarkung Friemar 731 718 Flur 2 Friedhof 732 M 99 GemFalurkr u1ng Friemar Gemarkung F l P ur f e 2 rdingsleben 227/2 717 226/2 S 3 M 52 M 53 241/1 M 50 MM 5 194 240 241/2 M 98 200PP 287.15 285.57 [2010] 2 2 8 8 7 5 . . 0 2 9 0 S 2 100 PP 22 M 88 56 9 .. 6 68 A 14 051 59.682 86.582]6002[ 200 051 59.682 1:5 76.5 3 82 1 ]6002[ 15.94 [2004]285.77286.91 200KG M 46 M 66 M 67 Am Berg 228 Gemarkung F F r l i u e r m 1 ar GemFlaurrk 1ung Friemar GemFalurkr u2ng Friemar M 47 S 1 M 97 Gemarkung Pferdingsleben Flur 2 229 Gemarkung Friemar M 96 M 95 Flur 2 Gemarkung Pferdingsleben Flur 2 240 246 226/2 M 104 Sportanlage Im Pferderied 247 248
K 4 GemFalurkr u2ng Friemar GemaFrlkuur n2g Pferdingsleben GemaFrkluurn 2g Pferdingsleben GemarkFulunrg 3 Pferdingsleben 240 GemarkFulunrg 2 Pferdingsleben 241/1 239/1 241/2 242 Gemarkung Pferdingsleben GemaFrkluurn 2g Pferdingsleben Flur 2 233 243 Am Kleinen Feld über der Mühlstätte 244
234 GemaFrkluurn 2g Pferdingsleben
245 235 122 58 [8 0 2 870 P..6 16P7 02] GemaFrkluurn 2g Pferdingsleben 236 246 GemarkuFnlgu rP 2ferdingsleben 237 GemFlaurrk 2ung Friemar GemarkFulunrg 4 Pferdingsleben 239/1 247 Gemar F ku lu n r g 2 Pferdingsleben 125 280 [82 870 P.5.06 P5 77] 248 249 250 246 GemaFrlkuur n2g Pferdingsleben 251 252 238 253 254 255 GemFalurkr u2ng Friemar Sichen An der Mühlstätte 249 256 257 K 4
250 251
252 253 254 GemaFrlkuur n2g Pferdingsleben GemaFrkluurn 2g Pferdingsleben
255 256 258 402/3 GemaFrlkuur n4 3 g 9 8 P /3 ferdingsleben 397/1 1/2 396/8 655 1/3 400/5 399 4 GemaFrlkuur n6g Pferdingsleben 656 657 239/1 658 659 259 GemaFrkluurn 2g Pferdingsleben 263/2 264/2 265/1 409/2 Gem F a l r u k r u 4 ng Pferdingsleben 405/3 404/3 403/2 402/3 401/3 1/3 400/4 8 1/3 7 6 3/4 5 GemaF 3 r / l 5 ukur n1g Pferdingsleben 2/2 GemaFrlukur n1g Pferding2sleben 3/1 393/6 GemaFrkluurn 4g Pferdingsleben Bei der Windmühle Auf dem Eltich 660 661 662 260 261 267/2 267/4 409/2 409/4 408/2 407/3 406/3 91/2 3/5 32 9 92 10/5 421/5 92 10/4 24/13 An der Tüttleber Chaussee GemFlaurrk 2ung Friemar GemaFrkluurn 6g Pferdingsleben Mühlstätte GemaFrkluurn 2g Pferdingsleben GemaFrlkuur n6g Pferdingsleben 663 GemaFrkluurn 6g Pf 6 e 6 r 4 dingsleben 665/1 665/2 262/2 263/3 Gemarkung F P lu f r e 2 rdingsleben 268/4 2 2 6 6 6 8 /1 / 2 4 68/3 1/4 40 K 4 9/3 1/7 112 1/3 111 Am Weißen Tor 110 109 108 Evanders 1 G 0 a 5 G rte e n maFrlkuur n1g Pferdings 9 l 2 eb 1 e 0 n 5 93 93 94 91/1 91/2 69 3/5 90 85 80 32 8 1 7 1 1 9 12 98 78 13 10/1 10/6 3 1 2 4 15 16 20 21 22 10/3 24/18 b411 24/3 23 2 / 4 2 /4 24/17 421/3 Girn 665/3 1/5 107 106 89 88 87 82 74 83 77 49 17 1 1 8 9 23/1 23/2 24/16 An der Mühlstätte 666/1 666/2 16 G 8/ e 2 maFrkluurn 2g Pferdingsleben 1/7 114/1 113 104 52 86 84 76 76 75 32 2 G 5 emaFrlukur n1g Pferdingsle 2 b 6 e /3 n 24/7 GemaFrlkuur n6g Pferdingsleben 667 239/1 155/1 1/4 92 114 GemaFrkluurn 1g Pferdingsleben 84 9 1 4 03 102 96 65 74 23/2 51 50 26/2 27 26/124/10 24/8 31/2 421/5 668 115/1 127/3 115 104 116 101/1 100/4 97 73 52/1 49 48 32 93a 28 29 24/9 31/1 Friedho G f emaFrlkuur n4g Pferdingsleben GemaFrkluurn 6g Pferdingsleben 117 98 53 53/1 127/4 101/2 54/4 54/3 54/2 47 151/2 118 127/8 42 1/6 152 119 41 120 127/7 5 153 40127/6 149 148 1 669 154/2 33 78 Im Ochsfleck Am Pfaffenstieg 17 81 Siechen GemaFrkluurn 1g Pferdingsleben 61 K 4 15 GemaFrlkuur n1g Pferd1i4ngsleben 10
GemaFrkluurn 6g Pferdingsleben
GemaFrlkuur n6g Pferdingsleben GemaFrlkuur n4g Pferdingsleben Am Siechen
GemaFrkluurn 4g PferdingHsinlteerb deenn Höfen GemFlaurrk 2ung Friemar
Am Gothaer Weg
Am Riedsteig
Gemarkung Pferdingsleben
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P K . 00 2 7.. 1 6 9. 4 G P2 P 4 00 45 M 1 P 2 5 2 0 ] 2 53 A 88 340 1 M 5 22 4 0 . . KG 0 0 1 2 : 88 V 5 3 8 M22 31 8 7 .7 1 5 65 0 88 74 7.. 154 . 21 3 0 8.. 58 6 86 B 318 100 STZ 1:68 M22 88 1 8 165 .29 8..22 423 284.63 M2288 164 6..55 M 7 22 25 88 165 7..60 270285 V .2 9 8 285.29 M2287 339 4..28 276 M2288 165 5..8563 12582068[ P.528P.096183] 120280 3 [826 0 6P 0. 0 8.1 P2 3 B 34] 1 1 :8 25 2 28 8 0 5 [862 01 5.P 0 5 : 8 S2 .1 3 P73 7T 3 . 5 0Z 8 1 ] 1 6 25 [2 3 28 0 0 [ . 1 826 4 23 P 8] 50 8 . 5 8 . P. 7 1 2 7 08 33 6 4 1.8 ] 2 50 5 0 .0 1 7 P 52 P 1: 2 2 08 3 [8 2 1 7 3 6P 0 0 0 . 0 M22 0. P B 0 124 3 34 0 88 P 0 ] [ B [ 2 P 2 1 0 1 0 75 : 1 1 3 2 2 1 3 3 8 1 8 1 ] ] 7 6 .. 5 1 1 2 . 5 2. 27 2 2 39 78 0 . 85 2 4 80 1 7 3 6 6 2 4 1 8 1 [[ 0 . 8 2 . 1 [[ 6 9 5 2 1 5 22 8 8 P 60 5 1 22 5 2 7 1 70 0 6 8 . 2 0 8 5 00 2 P6 5 00 2 0 8 8 . [P [ . 6 P P 2 1 2 8 11 7 08 2 2 5 . 08 11 1 6P 9 P P P . P [[ 8 8 0 3 6 33 . 7 8[[ 8 7 22 0 6 33 0 . P P 1 22 0 01 5P P. ]] . 5 [ 4 00 1 . ]] 0 2 15 P 1 008 03 . 0 . P 11 3 9 7 9 3 1 1 114 V2 ] P 23 33 ] 4 8 5 5 33 ] 2 6 P 3 ]] 8 2 . 0 ]] 0 1 2 8 5 1 [ 0 87 1 8 2 0 0 B 6 7 5 P 1 0 . 1 50 0 1 85 1 . : P 70 P1 . 1 5 .1 5 2 2 1 P P 9 P 6 2 7 0 0 3 8 80 P 2 4 3 P 4 8 [ ] [[7 6 2 7 82 5 22 P [ . P 6 2 1 [ . .5 2 0 5 0 . 2 9 00 0 1 1 .P 6 P [ 1 2 3 . 2 4 1 8 4 3 11 ] 802 8 8 0 2 ]6 1 0 8 3 1 33 2 . 50 2 8 5 2 1 3 2 5 [[ 2 . 8 2 ] 8 ]] ] 8 1 8 22 2 6 5 25 0 2 6 0 8 8 2 P . : . 6 6 5 00 8 2 . 1 1 80 1 8 8 . [ 2 6 0 9 8 81 P 6 . 2P 0 11 2 8 0 [ 1 2 5 7 5 2 . 0 . P 4 2 0 55 P 0 P9 2 6 33 3 P 0 M . . 10 [P 8 3 22 0 2 1 8 2 [[ 1 P 4 P 8 . ]] 0 P 227 2 6 1 1 5 8 8 P 3 P 2 6 3 2 88 00 4 . 8 8] 13 0 [ ] 5 0 .P 82 0 11 . 7 5 8 ] 2 1 1 6 2 5P 76 0 0 33 8 . 0 6 0 0. . 1 ]]P 8 S 8 6 1 0 2 .. 5 5 3 1 0 T 0 20 P ] 5 P Z 2 1 P P 02 53 8 52 8 2 [72 08 P [ 1 6 [ 8 . 2 2 0 7 0 2 0 .P P5 0 1 0 81 . 2 5 3 1. 8 P P ] 1 7 [ 3 9 2 6 P 0 2 . 3 1 ] 22 2 1 3 88 ] 2 0 ] 6 8 1 0 . 6 85 . 8 6 P 0 1 2 2 1 P 8 P 6 2 0 0. P 91 2 0 8 5 0 0 [2 0 [86 0 P P 2 1 B P 6. 32 0 P9 8] . 5 190 .62 1 32 386 7 ] .8 . 1 9 7 50 2 PP 1:61 1 M22 252 [ [8 2 88 0 2 0 8 1 1 7 5 3 06 2 P ] 5 176 . . 8 13 6 4 . 0 P . 1 3 30 2 3 7 7.. 8 9 6 K ] 45 .84 1 5 G 00 2 70 P 8 P 5 100 M22 P . P 11 88 V 176 9 7.. 2 31 8 4 5 [2 99 . 0 1 132 1 ]8 [20 6 04] .12 086 286.5 . 1 81 050 287. P 31 P 150 KG [20132 ]85.22 786.81850PP [20132 ]86.42 686 [ . 2 81 0 80 1 0 32] P 85 P .22 586.81 850PP 100 PP[20132 ]86.42 [2 88 0 6 4 1 .19 32 04 7 ]8 0 5 . .1 0 P 2 78 P 8 6.18 25 1 0P : P 147 400 STZ284.8 [2 1 013] 286.69 2 2 86.9 8 1 25 M 4 0 22 R P . 22 P 7 1 88 6 0 88 0 164 P 631 P 2..97 ..08 41 98 [ [ 2 2 0 0 1 1 3] 3 2 2 [ ] 8 2 8 5 1 0 6 . 1 0 .2 0 3 0 2 4 ] 2 2 2 8 8 0 8 6 6 4 2 . . 8 8 9 . 1 3 9 9 1 5 8 9 3P 5 [ 2 0 0 8 22. P 6 P P2 . P P 8 0. 3 1 1 25 5 15 0 5 2 P 7 P 082 ] 1 38 P [ [ 52 2 .2 0 3 P 2 1 2 3 08 0 ] . [ 5 8 2 2 2 6 1 8 P 5 2 6 . 0 7 8 . 7 P8. ] 1 2 7 8 3 6 3 .9 6 2 ] 1 [ 5 2 0 0 PP 13] 28 1 6 : . 2 2 1 8 4 2 0 75 8 . 6 09 0 . 80 8 3 S P 1 B 5 P 0P 2 P V [2 4 01 8 3 0 ] 4 2 0 8 4 1 0 0 6 0 . 3 2 S 3 5 T M22 1 2 B 2 Z 8 . 8 0 [ 6 M 8 8 . 2 9 4 4 88 22 1 P3 0 0. 2 0 1 M2 S 0 1. P P 1 [ : 2P 176 0 88 0 5 S 2 1 7 8 3 8 6 M ] 22 3 2 ] 2 0.. 9 8 42 3 6. 0 55 0 33 3 88 6 4 2 8 .. 6 . 72 5 9 . 6 6. 4 6 70 0 42 1 0 4 1 0 1 S 50 B P . 1 16 P .. A 1 2 7 : 5 2 2 96 5 2 1 3 0 0 7 .9 0 10 8 . 1K4G 1:86 [2016]282.70 4 28 0 3 0 .5 S 1 TZ 150P M22 P 88 122[ 5 288 176 M 0 0 22 421 0 . .. P. 4 9 5 0 88 7 0 0 43 7 S 0 T P Z 4 1 S 5 3 : 2 ] 20 B 7 5 73 .5 M22 92 1 1 8 :29 4 4 .. 0 5 88 0 1 P . P . 2 09 6 2 0 5 176 3 0 08 [ 122 [ 122 2 1 0.. 1 P 2 [ 12588 2 1 2 588 2 [2 2 2 0 73 0 : [ 0 P 08 2 044 8 8 0 28 043 2 0 8 88 1 V2 0 1 04 0 .. 7 4 0 05 [ 122 76 2 .. 1 5 34 770 8 P 4. 2 1 732P 8 . 1 9 . P 1. 588 . 71P .. ]36 7 P 4 0 P]76 2 2 792 6 P 7 043 P 3 ]20P 7 1 4 . ]27 3 P ] .. 20 0 743P . 6 90 ]97P S2 [201 T 6] 1 Z1:1 . 0 1 2 1 82 3 . 4 94 1041 .130: 28 2 3.9 0 6 M2 2 S P 15 P 0 S P 1 8 P 8 3: 20 836 0 3 11 P.2 6 : . P . 1 M 9 22 8 1 3 3 8 00 2 1 0 S 88 TZ 0 3 5 2 M22 P 175 .2P3 88 0.. 2 84 0 964 2 0 1 V ST 20 Z 8 3 .. 1 :2 49 1 8 5 1 22 4. 60 .44 9 M22 9 285.6 88 4 M22 175 2 4 8 88 0.. 5 0 . 38 1 0 8 5 2 8 65 . B 4 1 55 7 0 M22 1 .. 1 0 1 : : 4 92 0 5 88 0 0 8 B 6 S 00 T 2 975 Z 0 1 .1 .. : 2 2 2 14 8 4 5 M22 . 43 7 2 9 88 3 1 V2 285 1 964 2 . 0 67 8 8 . 1 5 4 [2 2.. 0 1 1 . 6 . ] 5 5 7 08 5 7 5 2 4 . 82 .71 04 5 2 2 84.001 M22 50 285 P .23 2 P 8 1: 5 11 88 9 2 . 1.5 2 0 3 175 150 STZ 0.. M22 94 0 V 88 72 7 1 3 .1 22 9 5 54 7 880 31 5 1 4 M .. 22 0: P. 1 . 87 0 65 0 P 88 B 2 M 2 0 22 M 77 22 975 88 8 8 9.. 965 43 363 8.. 24 V2 3. M 90 . 22 2 8 6 1 77 88 15 81 A 1 3 76 .2 1.. 2 6180 4 2V 00 8 2 B 3 M2 2 7. 1 8 8 2 :3 2 45 3 27 0. . 2V 8 3 2 0 8 2 0 5 4 . 5 8 [20 0 9 1 . 7] 6 285. MM 1 8 7 22 2 85 4 .9 88 7 5 2 1 M 5 4 a 2 0 n P 54 1 P 00 PP 8 0 8 .. 87 5 3 0 3 70 . 3 B . 9 1 2 9 5 M22 1 88 22 5 [88 3 2 6 0 3 5 2V 50.P 3 .1 8 9 .. 1 P 7 1 8 0 3 5 4 1 ] 5 1 . 3 82 1252[82 3 0850 0 5P.1 0 .96P 7 0 1 S 2] 252 T [80 2a 8 Z 505 n .P 1.9 1 0P 178 5 4]0 M2 . 1 2 2 0 0 25 [8 9 8 280 8 M 5 22 P 04P. 45 19 3 . P 88 9P 78 0. 1] . 854 84 0 8.. 9 M22 4 85 A 88 M 91 22 654 88 2 4.. 5 5 76 79 0 2 9.. 77 8 P 44 4 1 P M22 2 . 65 25 [ 0 828 1 0 88 1 5 2 0 4 : 0 P 1 . 0 1 8 . 53 9 K 1 5 P 7 G 94 9 7 1 .. ] 1 29 .23 4 1 32 2 1 :3 . 2 5 9 MK22 0 3 M22 88 S K T 88 5 66 4 A Z 0 7 265 .. 0 90 1 8.. 22 S 5 2 [ 93 20 0 882 0 M 0 T 2 2 A K 6 M22 K 50 G Z P 56 . . S 1 1 0 8 8 5 88 : P 3 7 0 5 9 6 2 1 3 ] 6 576 4 2 5 1 1. 2 4 . u5 0 8. 8.. [ 1 . 8 2n0 11 8 1 1 50b 0 .P 1e 00 9 5 9 1 P 7k5 : .] 1 1 200 2 PP P 2 P 5 1: 5 36 [8 17. 2 4 8 4 7 0503P.1.96P 779] 200 K MM22 G 33. 0 88 12 1 2 7 3 22 [ [ 58 5 28 2 2 88 654 05 0 06 0 / 66 1 .1. 1..P 3.. 83 04 P 4 4 1 76 1 2 P 2 2 [2 1 2 36 M [ 22 ] P 2 ] 5 2 5 8 8 8 8 30 0 0 0 1 0 6 5 5 88 6 1 22 1 0 . . . .P [ 1 3 46 8 4 8 8 P 4 0 2 43 P 9 3 6 ]9 8 5 ] 0 P P 6 . .. .112P 88 7 M 1 v 3] a 15 1 e 225n [882 0 5r 64 1 0 d .P. 7 100 5P 79 e 4 0 0 A ] 0 c P 0 k P ST t Z 1225 [880 2 M22 650 P..11 88 0P 7 12 8 ] 43 5..7285 2 1 8 25 3 2[82 0 . 8 6 2 503 8 0 P.1.94 0 P 767 ] K 3 G 1 5 2 5 8 9 P [2 3 01 . 7] . P 3 5 2 2 3 8 6 4.6 1 0 9 M22 : 0 2 1 86. 05 7 B 88 4 1 2 50 G 0 P 364 P 0 e [7 1 2 3 0 .. 2 1 g 7 S 2 ] 9 5 43 [8 e 28 T 0 .28 5 4 3 n . 0 4 4 28 3 Z P. 0 g 1 M 18. 22 5 2 2 8 P e 5 7 0 5 .8 2 2 7 f P8 88 ] ä 4P 1 1 1 5 5 . M22 0 05 l P 3 2 S P 64 l 6 02 T e [ 2 Z 8 8 2 0 88 4 8 ! . 4 6 .. 5 1 0 4P M22 68 . 842 2 1. 8 8 4 3P .5 7 6 5 [ 88 2 93 2 01 1 4.. 1 6 ] 5 ] 0 8 b 57 ST 843 Z 3 l 2 i 84 . n .6 92 5 7 3.. d 4 2 61 8 [2 5 0 .3 1 5 5] 73 15 2 0 8 P 4 P .52 285 2 .99 8 15 3 0 1 P 2 4 P . 25 70 8[8 4 0 2 0 530 .P S .717 T P M22 079 Z ] 88 843 2 2.. 84 93 1 30 225 . [ 05 43 8 G 80 2 9 5 S 40 e P. 2T . 1 1 g 65 2 8 P Z 20 e 74 [ 9 8 3 280 n ] . 5 7 0 7 4 g . .P 9 1 5 . e 55 7 P 7 f 4 ä 9 1 ] 2 l 2 l 1 5 2 8 e [2 2 8 5 0 [ ! 8 5 2 2 0 8 4 0 P 5 . 8 0 61 3 . .P 2P 3 13 07 . A 4 4 P . M 7 9 8 ] 2 1 2 7 b 4 7 2 . ] 5u 9 z 00 1[8 8 0 8 2 w n 2 9 2 0 0 5 [ 0b 8 8 . 2 0 3 P 4 . S 2 1e 1 5 3 f 40 ü 2 P P T 7 : k . 9 .1 3 4 4 . r 8 6 . Z . P] 7 5 5 6 3 0 R 8 0 ] 5 M . 22 1 W 7 M 2 8 22 3 5 7 28[ 88 2 08 88 50 5 3 54 .P 1 8 41 2 43 . 2[ 3P 5 6 07 .. 828 2 2 0 0 .. 33 ] 4 5 a04 8 1 84 0 P. M 1n . 22 2 3 6 5u 34 7 0 [ 7 P 8 48 . 0 1 2n 3 1 7 88 ] 5 S 0b 7 0 P.1 T 8 e3 43 0 P 7k Z 1 1 . .. ] P 1 71 1: P 20 2 85 .08 123 1 M22 1 . 2 7 25 [8 2 2 8 8 88 8. 0 282 50 4 2 KM P 364 . 2 1.57 S 7 P 8 45 1.. 8 2 ] 00 2 8 4 3 3 6 4 82 .70 . 8. 20 5 u 0 nd D 1 S r M a 22 in 5 ag 3 M e a T 22 n Fa 88 l Z lro hr 88 2 7 43 1 . 1 5 7 2 43 :1 8 0 0 [ .. 8 201 0.9 7 94 3 .. ] 00. 73 2 37 8 20 4 3 .5 1 3 V 72 7 2 . 8 2 7 5 M . 22 4 4 4 8 00 1 M 5 M 2 2 0 2 0 88 1 P P 5 P 8 : 4 1B P . 3 8 3 1 8 8 53 2 0 2 . [ 8 2 2 7 0 8 0 1 4 0 7 5 .. ] 4 1 3 9 99 S1 2 . 8 . 4 3 6 . .8 . 1 T 8 : 6 1 56 5 6 0 [ Z M2 2 2 2 A 0 8 1 1 5 M 7 . 22 4 ] 4 6 58 88 2 1 8 88 5 4 0 .1 P 9 P 2 341 3 2 64 8 85.4 34 5 7 2.. 2 . .. 0 1 6 4 . 5 8 V 15 0 7 P 06 P 9 3 2 69 28 B 5 2 1 8 :1 3. 9 6 3 2 MM22 M22 2 8 1 2 8 2 8 [2 8 7 2 8 5 88 45 0 3 M 5 3 0 22 4 4 4 3 5 8 . 1. 06 . 4. . 9 5 . 88 48 . P 40 [ . 2 2 0 6 8 8 1 ]3 4 7 0 2 ] P 743 S 2 3 8 2 0 T 4 3 . 8 1 1 7 9 .. 8Z: 3 73 8 3 285. 1 4 4 . 2 M22 5 [ 18 5 1222 1 2 5 88 0 588 P 0 P P 0541 342 P 2 ..491P 2 2.. 5 ]45 15 8 1 P 0 8 3 : 96 1 1 S . 0 A 0 5 7 S T M22 T 2 7 Z [ Z 2 2 0 8 1 3 88 7 . ] 44 4 283 743 7 .88 2 . 2 0 8 8 6.. 0 5. 1 S 9 9 51 T 1 Z 5 0 2 M P 2 M 27 8 2 P 3 4 .5 4 3 0 8 5 7 0 0 / 0 3 49 L S B S T 1.. Z 7 2 8 1 40 : 51 2 2 7 0 31 . 7 5 9 P 3 P 3 4 0 3 1 0 1 :7 M . 2 : 8 2 3 B 4 2 9 5 6 0 8 . 8 4 0 4 6 1 S 3 : 2 4 T 1 8 4 2 Z .1 7 0 2.. 3 6 M22 4 8 7 0 88 0 . 9 743 7 5.. 70 25 V2 2 8 8 3 3 3 M . 22 4 8. 6 M2 8 72 8 5 3 8 5 8 1 2 3 2 5 . M2 1 . 2 8 2 MM 2 40 3 2 3 . 8 . 8 . 8 5 7 8 4 0 4 5 2 34 6 1 / 4 1 3 9 0 1 L 2.. 4 : . S1 . 4 1 3 0 79 6 6 1 0 5 48 1 9 3 M2 S 2 M22 M M2 . 2 2 2 1 T 88 M2 Z 88 2 8 8 8 8 34 4 1 8 43 8 3 34 4 1 1 2 2 . 2 V . .. 742 2 2. . . 7 . 71 3 8 9 5 3 2 4 3.. 7 4 12 0 66 7 10 4 2 5 6 6 A .7 90 2 8 30 8 0 STZ 1 3 :113 31. . 59 44 P1 M22 5P0 283.44 88 2 50 PP743 3..11 1 M22 5 46 0 88 M 22 B 743 1 8 00 8 PP a 4 n F .. allrohr 3 72 41 62 9..15 0 M22 74 88 100 PP 4 an 4 F 3 allrohr 8..3588 M22 22 MM 88 88 3 100 4 PP 43 an Fa llroh M r / 22 30 3 7.. L 44 88 .. S1 91 7 96 42 1646 9 2..29 4 97 00 S 5 T .6 Z 9 1:5 M22 verschl. 3 1 88 0 0 PP a n A F b a z l w lr . o 2 hr 732 M 2 22 M22 . 1..3 88 95 88 8 1 42 45 331 0.. 9.. MM 22 18 5 97 1 22 88 3 32 /3 30 LS1 ..92 17 an 2x Fall 8 roh 60 r MM22 2 4 5 88 0 2 5.25 P 34 8 2 P2. 8 3 1 . :1 . 1 8 85 53 M 8 22 250 KG 88 742 1..03 A64 M2288 340 1..75 804 M2288 142 0..79 697 125 M22 280 [284 88 P 03. M22 41.P 34 46 0 4 88 9] 1 .. 432 56 9 6.. 61 7847 M2288 153 0..74 767 M2288 432 1..3397 300 B15. M2 2 2 4 8 8 1 43 : 2 92 0..32 M2 4 2 0 88 432 5..52 A02V28 226.61 M22 M22 88 88 3 31 332 9.. 9 6 . 9 . 2 31 6 86 04 M2288 332 9.. A 40 5 u 93 slauf 5 282.31 M2288 332 9..40 357 M 2288 3 239 ..354 34 400 B 1:369 51.65 M2288 165 4..70 436 M2288 965 6..8528 M2288 975 5..0440 M2288 975 7..2585 300 B 1:300 21.02 1:80 17.60 V28 152.33 300 B 1:293 38.06 370.06 0B 1:253 V28 151.17 M2288 175 1..18 652 V 31 M2288 166 1..90 526 M2288 165 1..89 473 M2288 163 0..18 899 150 KG 5.1 Auslauf 6 M2288 165 1..70 177 282.53 300 B 1:48 57.04 M2288 176 1..50 316 V 32 200 STZ 61.83 200 STZ 109.30 93.9030 S1T:4Z1 M2288 164 1..78 063 300 STZ 1:65 151.02 M2288 175 4.. 1 57 0 6 0 49 A STZ M2288 175 150 STZ11 4 .1 .. 2 1:1112 32 1 5 95 59 .04 M22 8S 88 T 1 Z 1 : 75 2 250 S 0 T 4 Z .. M22 29.43 1 58 :981 6 88 50 B 175 4..13 786 300 B 1:672 26.86 M22 88 175 4..33 692 30 4 0 0 B 0 S 1 T :9 Z 2 1 1 :9 5 5 .6 7 26.58 M 22 88 M22 175 88 5.. 25 175 007 4..15 843 2006 . S97T Z 1:232 3 M22 0 R 0 88 1 B 175 1 5.. : 36 1 0 4 20 4 A 38.75 200 STZ 1:2 S22 76 88 2 2 75 4. .. 8 26 2 66 R2288 275..2679 M2288 175 4..28 990 2 2 0 0 0 0 S S T T Z Z 1 1 : : 2 1 1 7 8 3 2 3 3 R22 1 . . 9 2 88 8 1 4 76 ..5033 200 S22 B 1:77 17. 88 67 R 22 375 88 .. 375 48 .. 84 4890 200 STZ 1:13 S22 1 88 2 4 6 76 .2 .. 8 40 1 5 94 0 STZ 1:135 59.6 1 1 :11220 0 1 S1T.2Z2 S2288 5 1 76 50 .. S 41 TZ 44 1:69 22.87 R22 M 88 115 76 15..84 1 S22 M 17 88 1 15 76 1 2 5 5 0 .. S22 86 S M 2 T 88 1 Z 41 1 5 1 0 5 1 76 :S 1 2 5 T 4 .. Z 8 84 1 13:4 17 2 .4785 3 R22 4 M .7 88 5 1 15 76 25..86 241 1501 :S 61.5T 26Z 3 S22 V 88 1 0 6 1 765 ..0 96 ST 15Z 150 KG R2288 187 1..21 820 150 KG 150 B 150 B V M22 39 88 187 1..20 771 M2288 164 0..95 962
Auslauf 12 300 B 1:78 134.92 282.37 M2288 164 2..01 008 310:707 B 5.40 M2288 174 2..19 133 400 B 1:135 52.78 400 B 1:138 49.70 400 B284.42 400 B 9.92 400 B 10.37 400 B 23.10 285.7K 0G150 KG200 285.71 28S6t. 91600G2 30 8u 0 7ll .y B 50 1:273 19.11 M2288 175 2..53 345 400 B 1:306 33.70 M2288 175 2..52 224 410 5:20 .47 B 84 400 B 1:273 79.23 KG 202 085.26 KG150285.29 001CVP73.582
M2288 187 2..83 808
V 30 BDr=u2n8n2e.n28 9705xx 1P 86 1E ..2 0 8 1 x P 0 P 10 EE 0 110000 VVV 4 64 58 Pv 1 ourml e a Sn pg utl e me e 2V e n p 7 r 47 6 f - u- 7. .6 3V2 0 n V2 0 .60 g 7 8 7 56 47 2. 9 (s . 2 02 A 0 M c 6 7 8 rh m 23 2V a 7 .0 59 3 ac 3.4 0 3 7 ht E 2 u S t 8c )r 0h. e w00e n lle - M28 MT 22 32 87 r 0. e 4 326 0 M2 n0 2 .. D 02 n 8 0 51 3 b 20 a .3 2M 0 u 8 7C w M2 23 e . 8 0 3 r 32 0 k 1 0 A .302B
M22 LS 87 3316 00..37 156
Steuerkabel im Leerrohr
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Steuerkabel im Leerrohr M2288 121..8740 unklanri ec rh t V dei rrleakutf :zum Auslau5f00 SB HSAchLa -cht Bircorinne E28in1la.8u6f 2 20.29 1:119 500 B 400 B 1:117 21.02 180 KG Quelle Bircorinne [2017] Bircorinne P0P52 M22 V 88 5 9 252 2..34 174 M2288 242 2..81 057 Steuerkabel im Leerrohr 400 STZ M2288 253 2..61 377 M22 M 88 2 252 82..99 270 284.57 [2017] M 1; LS 17 an 100 PP M2288 243 3..6333 400 STZ 1:91 48.31 V28 V2 238 34.482.64V2 [2 78 0 45 0 3 8 .3 ] 3 [2008] [ [ 2 2 0 0 0 0 8 8 ] ] [20 [2 0 0 8 0 ] 8] [2008] [2 [ 0 2 0 0 8 0 ] 8] [2008] [200 [ 8 2 ] 008] [2008] [2008] [2 [ 0 2 0 0 8 0 ] 8] [ [ 2 2 0 [20 0 08 0 ] 0 8 8 ] ][2008] [ [ 2 2 0 0 [2 0 0 0 8 8 0 ] ] 8][2008 [2 ] 00 [ 8 2 ] 008] [2 [ 0 2 0 0 8 0 ] 8 [2 ] 008] [2008] [20 [2 0 0 8 0 [ ] 2 8 0 [ ] 2 0 0 8 0 ] 8] [2 [2 0 0 0 0 8 8 ] ] [2008] [2008] [2008] [2008] [2008] [2008] [2008] [2008] [2008] [2 [2 0 0 0 0 8 8 ] ][2008] [2008] [2008] [2 [2 0 0 0 0 8 8 ] ] M2288 164 3..7755 100 PP 2V8 259.48125 PP100 PP 200 STZ 1:140 35.06 10.47200 STZ 200 STZ 1:52 19.38 [ 1222 5880 0641 P..837P ]00 KG V28 250.99 KG KG KG KG KG KG 200 B 1:123 33.23 150 PP 200 B 1:121 38.58 Auslauf 7 300 B 1:108 46.34 150 S2 T . Z 90 1:9 H22 15 88 0A KG 76 S..4366 1:163 0100 .S2T3Z 100 STZ 12.75 genauer Verlauf unklar 91.26 284.49 110:608 2 S 0 1T 0 0Z S .8 T 11Z7.69 1:442284.53 3010:21 . B0025 100 STZ 1:68 37.88 [V2 8243010.1 S2T]Z 1:103 15.52 114S 5.07T 0 09Z KG V 36 Verlauf, Material und Dimension unklar 1:8 8.23 M22 6.9 88 0 843 1:1 3.. 1 72 B 002A44 300 B1.25 1:11 300 B 1:357 64.22 PP PP PP M2n8. m 161 ..725 200 STZ 1:448 26.85
M2288 187 3..55 073 200 STZ
53.96 1:360 200 STZ M [v2e 8 1r4d2 .e0 5cA 4k]t M [v2e 8 1r4d1 .e9 1c1k]t M2288 187 2..83 918
61.57 400 B 33.99 15208 S6T.6Z7 2502 8 K7G. 1 2 M22 3 5 .8 88 9 185 2..88 651 285.81 48.77 1:271 200 STZ 286.75 M22 100 88 STZ HA 187 SW Ü 2.. ber 72 lauf 7 K D l a ä c r 93 g h r r u in b n e e ? + 400 B 68.73 Dachrinne Straßeneinlauf Mve 1rd2e5cAkt Mve 1rd2e5ckt Dachrinne Mam 1 2Z4aAun M2288 175 2..54 442 Mn[2. m8 1 5 2.. 1 2 A 2] 29.85 40.72 49.83 1:332 250 STZ 81.38
200 STZ 61.65 ZTS 002 DH-EP 6.4x05 RS
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K1 2s S3 1 t2 aa 0 3 7 n K t i as m 1m l cs³ I ³h 1 ta D eu 0 sv 0 olu 5 men SR 50 PVC für Steuerkabel
SR 50 PVC für Steuerkabel N30W0 22 1 V88 I 621 D0 1..8740 36 [2016] [2016] [2016] M 2; R 2 250PP17:5.79 V28 602.91 [2016] V2V28 6 84 64 4.23.757 PP 1:33 30.35 2V8 158.25 V28 454.35 150 STZ 1:180 37.78 400 B 1:151 54.37 99.41 72:1 ZTS 051 300 B 1:150 67.43 M [02 8 4 2 2 . A 73] 300 B 1:115 41.51 300 B 1:112 48.34 1.53 150 STZ 1:123 18.50 Mv[2e 8 4rd3 7e. A 1c4k]t 200 PP 1:119 25.77 1:82 9.77 M 33 M0[2 8 1 3 6 . 6 8 A ] 200 B 1:84 4 0 2 0 7 B . 7 1 1 :4 7 17.49 300 B 1:179 19.65 200 KG 1:44 50.97 [V2 85371 . 3:1 1 060 9 1S ].4T6Z MM 3534/1 MM 3 453 250 PP 282.55 MM 3 8 M 5 7 2 0 V1 5580 KG MM 3 951 R028 IN 1 D 2 0 W . 3 3 0 1 0"L0i1n0d3e2nstr." Auslauf 4 300 B 1:3282 32.82 1:45 16.57 64.90 Verlau 2 f 4 u. n 7 k 9 l 1 a : r 4 V22 2000 88 S 5 T 54 Z 6..22041.64 Abs PtuPV2 rz 8 150525.M4 936; M 61 500SB1:120 MM 5 5 3 . 7 1 6 6 0 0 250 KG 1:233 34.88 150 KG 115500 K KGG 1:848 16.96 150 KG 150 KG 1:143 24.32 17.41 -(1:97) -(1:38) 15 2 0 50 K G K 1:93 G 46.42 150 KG 150 KG 150 KG 300 B 1:47 47.41 150 KG 250 KG 1:101 42.51 115500 KKGG 122[2 0880 0661 ..P70938] P 12 4 6 00 STZ 280 [826 P60.7.P 10691]100 2S8T5Z.28 250 STZ in 400 B 218060. 2S4TZ 200 STZ 10.32 200 STZ 1:300 39.06 150 KG 150 KG 200 STZ 49.43 250 KG 1:98 62.05 1 1 5 5 0 0 K K G G I M T 02 DO 8 1 2 3K 1 . 0 5 0 0" 3 Z A 1u2m10 Lindwurmhügel " 250 STZ 1:280 64.40 240.507 STZ 150 KG 150 KG 150 KG 150 KG KS28 lceh7 inu.4 kc4 lhäarardntlsawgeeg 200 STZ S2288 175..2577 1580.2 S4TZ
M028 1 2 1 .3 8 7 ITDO 3K0 0"Z1u0m38 Lindwurmhügel " 2A8u2s.l4a0uf 13
15.71 2 V 8 e 6 r 4 l . a 0 6 u 0 5 f u B 1 n :1 k 10 l 2 a 09r S 2 3T 8 .Z8 6 7 .72
KSR DN 150 St SR DN 1200 St SR DN 1200 St
2x Fernwirkkabel
KKS-Kabel, außer Betrieb KKS-Kabel 009/008 tS/tS OFL 09b, DN 900 St B1W1. 96B.1 0P6f5e,r dBinWg/sAleBb/Üen
OFL 09b, DN 900 St
OFL 09b, DN 900 St
11B. W9B 6 0b6 a0n, BdeWr /NAeBs/SseP/ELA
tS 008 ND ,b90 LFO DN 200 GGG
tS 002 ND BWL 09a, DN 900 St
DN 200 St tS 008 ND ,a90 LWB BWL 09a, DN 900 St
BWL 09a, DN 900 St
tS 002 ND 55,,00xx22xx000011 YY22))LL((FFSSYY2200--AA 2255 1155 0011 ggnnuurrhhooBB eeddnnEE AAnnffaanngg BBoohhrruunngg 99 AAnnffaanngg BBoohhrruunngg 1100 55 1100 AA--DDOOFF((ZZNN))22YY 44xx1122 EE99//112255 TTEEAAGG 2200 EEnnddee BBoohhrruunngg 99 EEnnddee BBoohhrruunngg 88 1155 55 AAnnffaanngg AA BB nn oo ff hh aa rr nn uu gg nn BB gg oo 88 hhrruunngg 77 1155 EEnnddee BBoohhrruunngg 66 EEnnddee BBoohhrruunngg 77 2255 3355 AA--DDOOFF((ZZNN))22YY 44xx1122 EE99//112255 TTEEAAGG 3300 1155 55 AAnnffaanngg BBoohhrruunngg 66 AA--0022YYSSFF((LL))22YY 110000xx22xx00,,55 EEnnddee BBoohhrruunngg 55 3300 EEnnddee BBoohhrruunngg 1144 AAAA----00002222YYYYSSSSFFFF((((LLLL))))2222YYYY 55110000xx0022xxxx2200xx,,0055,,55 2200 2200 44 GGAAEETT 552211//99EE 2211xx44 YY22))NNZZ((FFOODD--AA AA EE nn nn ffaa dd nn ee gg BB BB oo oo hh hh rr rr uu uu nn nn gg gg 44 55 1100 2255 AAnnffaanngg BBoohhrruunngg 1144 LLWWLL 22 ttiimm 66,,44xx0055 EEPPDD 11 HH 11 55 GGAAEETT 552211//99EE 2211xx44 YY22))NNZZ((FF GG OO AA DD EE --AA TT 552211//99EE 2211xx44 YY22))NNZZ((FFOODD--AA AA--DDOOFF((ZZNN))22AAYY--00 4422xxYY11SS22FF EE((LL99))//2211YY2255 11 TT0000EExxAA22GGxx00,,55 1155 AAnnffaanngg BBoohhrruunngg 1133 55 AA--DDOOFF((ZZNN))22YY 11 44 55 xx1122 EE99//112255 TTEEAAGG 2255 EEnnddee BBoohhrruunngg 1133 4400 EEnnddee BBoohhrruunngg 1122 AAnnffaanngg BBoohhrruunngg 1111 EEnnddee BBoohhrruunngg 1111 2200 55 1100 66 AAnnffaanngg BBoohhrruunngg 1122
AAnnffaanngg BBoohhrruunngg 44
AAnnffaanngg BBoohhrruunngg 33
2200
3300 4400
EEnnddee BBoohhrruunngg 33 EEnnddee BBoohhrruunngg 22 AA--DDOOFF((ZZNN))22YY 44xx1122 EE99//112255 TTEEAAGG 2255 1155 55
AAnnffaanngg BBoohhrruunngg 22 AAnnffaanngg BBoohhrruunngg 11
2255 3355 EEnnddee BBoohhrruunngg 11
1B5W. 9 A6a 0 a6n0 ,d BeWr N/AeBss/SeP/ELA
DDLL 330000 BB WWRR RRWW DDLL 330000 BB ! netro uz thcin gnudnibreV SR 50 PVC DA[2019]110(1.4)PE100 DA[20181]10(1.1)PE100 2019 DA 110 PE100 ]8002/7002[ )8.1( DA[20( 101 17. 0 2/2)008] 28Et3ag.e5 o V b9 2A e 2 n S8834.1.748 DA[2007/2 1 0 1 0 0 8] 228844.2.647SR 50 R2flee8xd.3.58 SR 50 PVCSR 50 Flex SR 50 PVC SR 50 Flex SR 50 PVC DA 63 PE 80 DN 100 AZ VAS DPAE 100(1.0 5 ) 0 [2019] Schieber ausser Betrieb SR 50Flex VAS blind FlexSR 50 DN 80 PVC SR 100 Flex 70 FlexSR
HA Darstellung schematisch, nicht lagerichtig!
WZ Darstellung schematisch
[2007]DA (1.3)63 PE 100 YX==5662478632669..28 YX==5662478632668..10 YX==5662478632698..06
YX==5662488002523..02 EP (D1A.3) 11[20007/200 P 8 E ] DA[2007/ 1 2 1 0 0 08] PE100(1.3) EP 011 AD ]8002/7002[ )5.1( DA[2007/ 1 2 1 0 0 08] PE100(1.5) EP 011 AD )5.1( ]8002/7002[ 011 AD PE [2007/2008] DA 110 (1.3)PE EP 011 AD DA (1.5)[2009] 63 PE 100
DN 50 PE gnutieL .hrov na DA 110 PE DA 110 [2009](1.7 P ) E 100 DN 100 AZ DN 100 AZ DN 100 AZ DAPE 100 11 [2 0 0(10.97]) DN 100 AZ keine Absteller ! ]1.1[ SR 50 PVC PE 100 ]8002/7002[ DN 100 AZ SR 50 PVC DN 50 St DN 50 St DN 150 GG DA 32 PE DN 150 GG ZA 001 ND Vorverlegung SR 70 PE DN 150 GG DN 100 AZ SR 50 PE DA 63 PE DA 63 PE CVP 05 RS DN 150 GG DN 100 AZ DN 150 GG DN 100 AZ (1.1) [2008] 150 GG DN 50 PE DA 75 PE 100 DN 150 GG SR 50 PVC DN 150 GG CVP 05 RS 100 AZ SR 50 PVC 100 AZ DN 50 PE DA 50 PE DN 50 PE DN 100 AZ DN 100 AZ DN 150 PE DN 80 PE DN 50 St DN 100 AZ RREEDD DN SS SU 1 22 0 H8 0 8R G 5 E D 6 (G D . N 1 .0 G.3 2 1 ) 1 6 0 0 [2 0 A 0 Z 9] DN 100 AZ DN 150 PE DN 80 PE DA 63 HDPE DN 150 AZ 150 AZ SR 50 PVC SR 50 PVC DN 100 AZ DN 100 AZ 228845. V.2 A2S 71VAS228845..2281 100 AZ SSSUH286.77 DN 100 AZ DN 80 St DN 100 AZ DN 100 AZ DN 80 AZ Wasserzählerschach D t N 100 AZ 80 AZ 5.8 [2010] (1.6)PE100 63 DN 400 AZ
SR 100 PE
DA 63 PE 100 SR 63 PVC DA[201 1 1 1 ] 0(1.2) PE100 SR 63 PVC SR 63 PVC DA[2 6 0 3 11] DN 50 ( S P 1 t . E 1 ) 100 [2011] DA PE100 63 DA 110 2011 PE 100 SR 100 Flex DN 100 AZ DA(1 1 . 1 1 0 -1.5) PE 100 [2017] [2017] (1.3) PE 100 DA 63 SR 50 Flex FlexSt SR 50SR 50 SR 50 Flex an B1e"s tSatnd SR 100 Flex an B1e" sSttand 228856..0303VAS DA 63 PE 100 DA (1.1-1.6) DA [2017] 110 PE 100 DN 100 AZ [2015] 22885DA 6 6 3 PE 100 ..1418V V2 A e S 8rbi5nd.u3ng3smuffe DN 100 AZ AZ 400 an 5B0e sPtEand VVAASS228856..3895 DA 11[02010]10.0(1.6) PE100 DA63[2010]5.8(1.6)PE100 SFRle 5x0 285.49Anschluß an XG-Platte DN 100 x 2" (1.1) DA 110 PE 100 PE100 S228865..8520 DA1 2 1 0 0 11 DN 150 GG SR 50 PVC DN 100 AZ SR 50 PVC SR 50 PVC DA 63 PE-Xa VAS286.84 (1.0) SR 50 PVC DN 100 AZ an Bestand SRFl e5x0 SR 50 PVC SR 50 FlexSR 50 PVC 1 Zoll a S n T Bestand DN 100 AZ DA 50 PE 1 Zoll S a T n Bestand SR 5 S 0 R P V 50 C PVC SR 50 PVC DN 100 AZ an Bestand SR 50 PVC DA 63 PE Startgrube 228803..3433 227893..2633 227883..5699 DA 227883 1 ..67 8 99 0(1.4-5.7P)E 100 RC[2014] 227883..1888 227883..2800 227883..2600227882..462,334 m tief im Flußbett DN 150 GG DN 150 AZ DA [2012 6 ] 3 (1.2) PE100 ZA 001 ND DN 150 GG DN 50 PE 2U8H3.57 an Bestand DN 100 AZ DN 100 AZ 1" St an Bestand (1.2) SR 50 Flex nach Angabe B V a e u r f l i a rm uf a der Altleitung an Bestand 40PE DN 100 AZ DN 100 AZ DN 150 GG SR 80 St DA32PE 100 SR 50 PVC
DN 80 PVC
DN 150 GG
AnWscinhdlumsüsh flüern Gstrruanßdes 2tü8ck DN 150 GG DN 400 AZ
SR 50 PE DN 150 GG DA 180 PE SR 500 St
290.98
290.05 289.59 DA [2006] 180 (1.7) PE 100 [2006] DA110PE 100 DA[2020265]PE 100(1.6) 288.52 288.50 WehZe 2 mS 8 c. 8 hL .8 aP 9 cGht 288.64 ?? DN 100 AZ SR 50 PVC DA63 PE S [ R 2 5 0 0 0 P 7 V ] C (1.0) DN 80 AZ )3.1( 001 EP DN 100 AZ ]6002[ 081 AD 290.61 DN 100 AZ DN 100 AZ DN 100 AZ DN 100 AZ 290.51 DN 100 AZ 292.73 DA 6[32009]5.8(1.2)PE-Xa DA 180 [2006] PE 100 ?? DN 100 AZ SR 50 PVC DN 100 AZ DN 100 AZ DN 100 PVC DA32PE DAS4R0 50 PPVEC
DN 80 AZ 05x eRlfS 227884..8144 227894..4599 DA 180 PE 100 228825..3333 228868..0677 228868..2855 SR DA 63 PEan Bestan 3 d 2 PE 228889 2 .. 215 8 Z 821 8 i 9 e . l . g 15 ru 45 be 228889. 2 .0 2 4 8 6 8 9 89..25422S288c8h9.w.25e12ißmuffe 228889..3766 228990..2688 DA 180 PE 100 228990..5911 228991..6000 Telekom AZ 400 229901..4811 229901..4844 DA 180 PE 100 229902..9388 DA 180 PE 100 229912..2655 229913..7100 DA 180 PE 100 229913..9377 229923..0466 Schwei2ß299m24u..03ff50e 22S99c24h..0w350eißmuffe 229923..0499
229923..0455 DA 180 PE 100
229913..8222
229912..1511 229912..0422 DA 180 PE 100
228991..9322 229901..1599 DA 180 PE 100 229901..0411 DN 400 AZ DA 180 PE 100 2S289c9h1.w.94e20iß 2 m299u 01f . f.0 e410 228991..6244 DN 150 GG DN 1 S 5 u 0 ch s G ch G achtung a1m.6 3 0tK.i. 1e9a2f bt . i M 2ee 0lf 22 1 M 5 8991K.. 4 456 S xS R 590 R 1 ° 4 0 D 0 0 N P P EV V n ( s C 2 C S t c l . ü 0 ch f ) 1 t h u r 5 n aa 0 g nl s t-k ro [2 h 0 r 1 G 6] GG DN(1 O .0 F - L 22 B 0. De 00 sN ) ta 9n0d0 St GGG[2016] SR 100 AZ SR 100 AZ SR 100 AZ SR 100 Flex SR 50 PVC DA110[2P0E111]0(01.31)0.0 288.95 an Bestand DN 32 St
an Bestand 40 PE an Bestand 40 PE SR 70 Flex DN 100 AZ DN 100 AZ RS S4 oklWarenergie 5 kWSolarenergie S5 oklWarenergie S7o lkaWrenergie S5 oklWarenergS5ie oklWarenergie Enincdhpt ubnekktannt! M5 iknWeralölprodukte S4o klaWrenergie R5.715mPE FDRr.JK1ü0lz Straße S3o lkaWrenergie 6 kWSolarenergie 3 kWkeine Angabe So1l5aS rkeo1Wnl5ae rrkegWnieergie S5 oklWarenergie 8 kWSolarenergie 62.x7Rm75PE S4o klaWrenergie S8 oklWarenergie S8 oklWarenergie S2o klaWrenergie 11858Krzg.-Nr. R90PE 5.3m S4o klaWrenergie FLRinJd0e3nstraße Solare3n keWrgie S5 oklWarenergie Netkom 7.4mR75PE 2.3mR50PE 1.7mR50PE 2.2mR50PE1.8mR50PE 2.3mR50PE 2.2mR50PE EP05Rm3.2 FTRütJtl0e9ber Straße k3e kinWS9eo kAlaWnregnaebregie VohAnSe Gestänge FTRelJe0k6om FWRinJd1m1ühlenstraße
MP 151 MP 403 22 Z 89 A 91 S . .4 ( 2 F 25 ern S w uc a h s sc s S h e a r c ) htungen OFL228991..4139 M M M P P P 1 1 4 5 5 0 1 2 3
MP 152 SR 100 AZ Elt.Kabel NYY-I 3 x 1.5 mm² 1KV FM Kabel A-2YF(L)2Y 10 x 2 x 0.8 100 PVC FlSt. 406/3 ZAS Wasser-Schacht S6 oklWarenergie für SEclth. aulntsdc hTrealenkkom PAFuEf 0d3em Anger S5o klaWrenergie SR 63 flex an vorh. DA 32 PE80 SR 200 PVC an Be1s" tSantd SR 150 PVC Vorverlegung SR 50 Flex SR 150 PVC 2 kWSolarenergie POFrtE04 MP 097 S5 oklWarenergS5i eoklWarenergie S1 oklWarenergie Solarenergie8 kW S5 oklWarenergie 1S2o klaWrenergS5ie oklWarenergie
S2 oklWarenergie EP0m90R.36 Wasser S g t r a a h b l e ro n hr über 7.4mR75PE R3.165m8PE R 75 R65,02PmE 0.45/10.0m 0.50/10.0m 1.20/20.0m S 280.8D3 284.65S 280.81 DS 228804..7489S 280.77 Immertalstausee TBEMST Nesse S1 25806 .P7V4C TBEMST S 287.59 400 BS 287.81 S 290.64 400 B S 290.99 S 290.91350 B S 291.10 TBEMST NA2XS(F)2Y 3x1x150 Nesse NA2XS(F)2Y 3x1x150 11RR 1 8000 NMSS 11RR 1 8000 NMSS 11RR 1 8000 NMSS 1R 80 NS 1R 100 MS
051x1x3 Y2SX2AN 051x1x3 Y2SX2AN TBEMST
NK euunbdaeunstation
BE TMST
Nesse
BE TMST 400 B S 286,72 S 286,70 Schütz 3SV0 208 P96V,7C2 S 286,45 verdämmt 1000 B S 286,42 S 288,24100 PVC 10S0 208 B6,4 25 5 0 BS 287,36 100 PVSC 288,22 BE TMST M 1 287.12 verdämmt 250PVC-U1:8612.06 250PVC 1 - : U 16314.63 10S0 2P8V8C.81 verdämmt PVC-U verdäm vermdämtmt KE KE KE KE KE M 4 KE P229808..1952 KE M 5 KE M 6 M 3 S8 208 S6,t30 M 12 Nesse M 2 S 6 2 0S 8 0 2 5B85 ,1 ,2 9 8600 B SK G28160,104 M 29 BE TMST M 39 M 13 M 7 M 28 M 27 S2 20805 B,57 M 36 KE M 11 KE M 14 VB KE M 10 M 15 KE KE M 9 M 8 M 37 BE TMST M 16 KE KE KE M 17 M 38 KE KE KE M 18 KE GE W AMA /EA KE M 19
KE M 22
M 20 M 21
TBEMST 052 Stromversorgung Schacht SW 301 L= ca.100m Düker AMS u s 21la 89u 19f . 9 9 ; 0 A1 281.90 ITDO 3K0 0F1ri2e1m1 2 a D0 r, 0 A m K S G t ü a u s 1 ee : k 66 e -26. r 29 M2288 2M320.. 03 1090 200 KG 1:40 11.66 QP 1 M22 M88 232 20..65129 QP 2 200 AZ 1:28 101.34 MM2288 32760..22262 150 KG 1:66 15.10 V28 56.45 K K3 T5 0 0 By B0 p A A E 4 " 0 W I FD D0re 4ieltma"ar, Stausee 150 KG 1:71 14.27 S22 S V 88 276 6 10..87505 M22 M 88 276 40..76305 150 KG 1:45 1 5 4 0 5 . K 4 G 3 1:55 45.92 R 1R2288 287 S 0..844 S22 2 18 88 2870..87606 150 S22 K 88 S G 2870 .. 378233 100 11 5 K000G K KGG Pferdingslebener Landstraße K 4 QP 3 FSP DL K 4
IDST C 122 .88 6 5 13 0..9544 n
r o b l e t h c ö r T
g n u
t h c i R QP 4 K 4
N QP 1 e s s e QP 2 V285 .382 ITDO 3K0 0A1n1g1e2rstraße Q MS 248 P 96.8 28 8 6. 3 88 200PP1:209 SDS 122 28 488 6.6 658 8 ..438 2 2 9.32 315PP 19.4 2 16 8 : 5 1 2 . 5 4 8 0 65.73 285.57285.5V8 7 200PP RDS 1:1 5 212 61 848 .56 668..8314 AL 1 300 B 1:228 24.95 M 2288 7 686 ..6307 20016P.V57C-U1:38 SDS 122288068.. MD 2 S 245 22588086..2969 70.04 71.71 Kastenrinne DSS 212 SDS 828 9 12 37 2 . 28 . 8 31 269 19 ..8080 SDS 200PVC - U 122 1:4513.83 28 2 8 00 168 1P .. :4V 67 0C-U84 1 8 8 . 1:43 . 0 1 0 2.53 1 2250PVC-U1:78 RDS RDS RDS 212 2 8 12 08 212 8 7 08 19 808 7 . 29 . 708 30 .. .. 6 5 3 6 26 44 16 300 B 1:39 47.75 MDS 22588198..6241 SDS 122488769..7283 48.04 RDS 212848779..4258 200PP 315 1: P 67 P 1:112 LS= tcroam.1v0e0rmsorgung Pumpwerk 400 SB 1:101 116.65 M2288 176 0..8787 300 B 1:115 27.65 M2288 187 1..3001 270 PVC 1:32 44.54 M2288 198 2..5492 270 PVC 1:22 25.71 M2298 109 3..6589 200 PVC 1:117 46.83 SDS 122288479..4564 1:5720107.98PVC-U200PVC-U1:5233.01 RDS 2 212 5 8 0 08739 P .. V 85 C 79 -U1:4931.10 DSS SDS 212928 SDS 122 078 289 . 12 . 2 98 580 289 26 .. 680 12 .. 09 5697 200PVC-U1:2411.99 200PVC-U1:3710.07 25 25 0 0P 1 V P C 2 - . U V 9 C 1 7 :36 -U 13.12 1:33 RDS 212809 RDS 840 .. 122 5 RDS 2 098 09 60 2 9 12 . 8 . 09 92 850 95 ..8697 300 B 1:64 53.35 MDS 22589290..04 SDS 59 122489870..8318 287.8320 2 0 88. P 4 P 8 200 21.3:12 2 P 1 5 P 6 0P 1 P :49 1 2 .7 5 1 0 3:5 RDS 3 8 0 P 0 P 212 B 8 1 49 :4 880 1 . . 2 43 9. 54 6 5 1 0.31 1:48 MDS 22598309..9797 MDS 12248991..9295 M2299 210 8..3215 300 B 1:79 35.47 M2288 775 5..04 M02 95 AL 8 57 5 4 .2 7 9 .63400 SB 1:48 285.13 IT M0 6 2 D A00 O L 8 S B4 3 1 5 K 1: 0 8 A . 4 1 0L3 1a1n 15 1g .09 0e Str. M2288 165..8361 600 SB 1:394 51.18 600 SB 1:68 33 M . 22 3 3 3 00 B 1:41 88 54.49 275..0464 300 B M22 1:66 51 98 .20 219 7..2837 300 B 1:92 34.85 M2299 310 4..4178 M2299 510 4..6252 200 B 1:43 42.34 M2299 521 5..6201 200 PVC 1:58 31.50 291.75 2 M22 91. 99 44 421 5..73 15 79 0 STZ 1:385 23.13 M2299 421 2 6.. 91 83 .50 77 291.50 150 STZ 1:533 26.66 291.55 M2299 421 7..6267 M2288 375..3933 600 SB 1:164 31.31 M2298 209 6..4039 300 STZ 1:33 64.96 MDSRW W 249 4 22 299 .400 0..2023 150 STZ 1:40 47.06 M2288 476..7162 400 SB 1:70 41.03 300 B 1:43 40.88 M2298 308 2..3119 M2288 586..2790 400 SB 1:85 49.21 M2288 298 5..4123 300 STZ 1:69 51.39 200 PVC 1:241 53.19 250 STZ 1:133 53.24 M2288 687..7238 300 B 1:45 51.23 200 PVC 1:100 47.05 250 STZ 1:102 47.14 M2SR 9WW 41 3.22 788 399..8821 M2288 287 4..4001 M2288 397 1..1455 300 B 1:71 43.81 N 400 SB 1:69 47.45 M SR 29WW 41 2.22 088 899..3364 e s s e M2288 F 276 3..7362 SP 400 SB 1:80 51.94 M2288 275 2..0667 400 SB 1: 3 6 00 3 B 1 :3 3 2 M 22 3 7 8.7 . 0 84 88 265 1..7273 M2288 376 0..9863 M R 2S8 WW 48 0 . 224 884 66..7861 M2SR 9WW 40 1.22 388 888..4445 200 PVC 1 2 :2 5 7 0 S 46 T . Z 09 1:28 46.26 200 PVC 1:34 30.04 250 STZ 1:33 30.00 300 B 1:26 40.70 V28 36.74 V 43.52 13:2060 B5.0 2 3 50 S1 T : Z 65 4.53 M2288 386 5..4943 600 SB 1:78 55.34 300 B 1:48 64.76
DL
M2288 254 0..8572
M2298 308 6..4247
3 8 0 kV -F re 284.04 M I 6 A 02T 0 D 0 L S 8 B O 1 3 :5 1 4 4 3 K 2 9 6 . 0 .0 0 3 0L4 1a1n1g1e Straße
ile
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4
4 9 /4 5 4
Verbindungsleitung Bauanfang
Pumpwerk
Friemar
S 161 DSch a c2ht 8m3it H.9eb5eanlage G 282.53 Z 279.38 S 278.38 A zu n m bi n P d u u m n p g w M e W rk - F K ri a e n m a a l r -Netz RKS 1 vnS oac rch hha . c SPh c trk hüo afun cnu hgs L t a Mg/ n gE z 3fi. e n 2 n s 0 t i b e e g i d a s n e p it a ig ssen 1.82 S 5 D . 5 1N 6 ‰ 120 D ( A T Ö 0 f f 1 n 5 2 R 2 u K . 8 1 S n 0 1 g 5 2 0 . m 2 8 4 00) GSorahblee nca. 281.70 Bw L a a au n sgs z re e 6 ur n 6 bh e b e . n e 2 m D s id 0 mi ü c s eh e D k ne it e dr i N g ue r n m 2 g 2 R V K m 0 S e 0 i tr 3 b - au NSoehsslee ca. 280.89 RKS 4 22 S 5 L 2 . 2 a . 0 1 4 n 7 0 6 z e ‰ - 4 D n N beidseitig 24.84 DN 2 D S S T 0 S 0- 1 6 6 . 1 0 5 ‰ 1 2 2 6 . 8 8 4 2 3 1 6 . . m 0 7 1 5 S 165 MDST 3 22 3 2 88 . 1 804 5..86 m16 MDSZT 3 222 3 2 888 . 0 7004 1... 975 m090 85.43 D S N 1 2 6 0 0 0- 5.0 ‰ S D S D T 1 1 1 2 2 6 0 . 8 8 0 3 0 2 1 1 0 . . m 5 2 3 2 Bmpr aiotutvez ils eso i tFr l i ias c c hnh ege eV rd o Varme fl r umr t o 6 s hui 8 c rnh u . de n 1 D r g 2 u ü n g D ke N r 1 1 00 D S RG S T c A e a 1 c 1 h / . 2 t e 6 c 2 1 2 2 2 k 2 2s 8 . . 8 c 8 8 2 0 h 3 1 1 a2 4 x c . . . .h 2 8 m 6 5 8t . 1 0 5 1 0m D E D S SG T A c 1 h 1 a / 2 c 6 h t 2 2 1 3 1 2 2m 8 8 . 0 i 8 8t 2 1 3 P 0 1 2 0 la . . 0 . . 6 t 8 m 6 8te 3 1 n 1 1schieber 25.74 DN 200- 38.3 S ‰ 167 15.90 DN 2 s 0 0 1 - 6 6 37.3 ‰ D S T1 2 2 . 8 8 4 3 1 D S S T 2 . . m 3 9 1 2 0 1 2 2 6 . 8 8 6 8 4 2 6 . . m 3 4 5 9 S 167 D285.63 S T 2 2 8 .1 3 5 .4 m 8 RKS 5 82.35 DN S 2 0 1 0 6 - 9 20.9 ‰ S 168 D287.80 S D S T 1 2 2 2 6 8 8 . 9 3 7 5 7 . . 5 2 m S 7 0 170 S 170 33.69 DN 200- 6.4 ‰ R1KS 6 5 D 9 28 N S 1 . 6. 6 0 1 4 1 1 ‰ . 5 6 9 0 8 1 S T1 2 . 8 0 6 5 . m 75 D287.62 S285.42 T2.20m L S G = t r r a a 6 b ß 8 e e m n n b a / r u B e f i = b te a 1 u + .3 R 0 1 m es / t s c t a re . i 1 fe 0 n 0 b m re ² iten 127.42 DS N 1 27 01 0- 20.1 ‰ 1.30 6.192 RKS 7 S 173 D291.52 S289.30 S 171 T2.22m L S g = e tr s a 1 a ß 9 m e 8 n t m e a u S / f B t b r a a iM ß u = e n 5 2 b .1 re 5 i m te , / ca. 1020 m² D S T 2 2 2 9 8 .2 0 7 0 . . 1 9 m 8 8 132.14 DN S 2 1 0 7 0 3 - 10.0 ‰ S 172 13.13 DN 200- 47 R .0 ‰ KS 8 5.00 S 172 Druckentspannungs- schacht D 291.52 E 289.82 A289.92 T1.70m Anfahrschutz zur Sicherung des Entlüftungsrohres M 117 D 288.27 S 287.01 T 1.26m F 20 94.61 da 140- 20.3 ‰
PF 4
62.36 da
140- 29.8 ‰
2.7 ‰ da 140- 8.63 F 25 RKS 9
4.1 d a ‰ 14 8 0 .9 - 5 F 30 62.95 da 1 F 4 3 0 5 - 24.8 ‰ 93.56 da F 1 4 4 0 0- 3.7 ‰ Querung Durchlass
Sohle ca. 282.73 RKS 10 92.89 da F 14 5 0 0 - 3.0 ‰
93.73 F d 6 a 0 140- 3.1 ‰ 113.40- da F 1 4 7 0 0 - 3.1 ‰ RKS 11 QP 4 PF 3 BDE V - S c h acht 289.89 O T R S S S K c D hP L a u c m h tp e n s u m p 2 f 2 2 2 . 8 8 1 8 8 7 1 7 . . m . 2 7 9 9 8 3 71.61- da 1 F 40 8 - 0 -6.4 ‰
91.34 da 1 F 4 9 0 0 - -3.3 ‰ RKS 12
83.69 da F 1 4 1 0 0 - 0 -3.0 ‰
90.40 da F 14 1 0 1 - 0 -3.1 ‰ RKS 13 DE S ST 1 3 222 6 . 888 2 7 8440 ...m 033 152 B a u e n d 92.09 da F 1 4 1 0 2 - 0 -3.0 ‰ 6.56.31- D‰ SN 1 62400- SDE TA 12223 6888. 3 5 7441 ... 843m 918 SDZAT 1 22 2 6 2 88 . 6 86 7554 ... 93 m3 420 e S W RKS 16 75.34 DS N1 62500- 5.0 ‰ 28.00 DN 200- 5.0 ‰ S 163 D E S E AT 12 1 622223 48888.2 74447 .... 8585m 2885 Bmpr aiotutvez ils eso i tFr l i ias c c hnh ege eV rd o Varme fl r umr t o s huic rnh ude n r g ung RKS 18 RKS 19 90.29 da F 1 4 1 0 3 - 0 -3.0 ‰ RKS 14 102.02 da 1 F 4 0 1 - 4 - 0 3.0 ‰ SDS Øt = = 1 1 2 5 , 28 5 5 ,388 0 0 33, 5 m ,m12 9 DN 200 PP - 1,37 % Z1 - 5,85 m Z2 KS - DN 200 PP - 0,54 % - 40,96 m B auanf R an K 9 g S 4 . S 3 1 82 5 S DE S AT 12224 6888. 0 8 8331 ... 354m 029 78.48S D1N66 200- 5.0 ‰ DE S AT 12224 6888. 1 4 8339 ... 499m 041 SDE TA 1 22 2 1 2 88 . 9 82 8552 ... 08 m8 653 RKS BD A S ST 1 E2 e 7 1s222 2ta88. 0 0 n86 E 2 d.. 1 22m 64 50‰ 19.27- DN 200- S - 1 5 60 02‰ 70.09-8-DS N 120 54.85 B DSN 1 a 62200 S u - 5. e 0 W ‰ nde SDE TA 12222 6888. 5 7 7445 ... 688m 085 LKaa 8 n 3 n . z 8 a 6 el SD nu N1 nz 6 2 d 1 w 0 0 iTs - e 5 c . ih 0 c e ‰ hngraben W RKS 19 93.89 da 140 F - 1 -3 5 . 0 0 ‰ Q So u h e l r e u n c g a . G 2 i 8 rn 2 g .8 ra 6 ben Q G u ra e b ru e n n g 98.26 da F 1 V 4 B 1 e 0 6 a - 0 r - b u 3 i g . n 0 r d ‰ e u n n z g e sleitung 9.47- 0 d P .0 a F W ‰ S 1 PDST 2 g 4 F na 0 3 22 2 fn . 887 - a 954 u .. a m 35 B 06 DS ST 6 21 2. 87 8 K 2 84 2 B 8 ..m 52 PDST 1 46 F 3 5 227 1 .7 88.8 5 81 9 D ..90m N 01 S 2 10703- SDS D( T Ö 5 . 1 f 6 2 1f 5 7 2 n ‰ 8 2. 3 8 u 2 7 0 2 n 4 . 0 .7 g m40 6 800) 2 SDStØ 5 = . == 1 0 1 4 , 0 22 0 5 ,88 8 0 2 D 127 m ) N ,, r m5 4 e 3 K s , 67 s 2 4 S S u 1 a 0 r - 1 K 0 % 2 D 7 o 7 - r 1 ü 2 N- 5 B S 4 . . g 2 t 2 h , n 05 c I a : 03 ‰ t h n c a Pm S lp n P e a W g ( ss S ulh c e sn d 2 A n i,n2 K e 2SS u R a % - B D D K - S NN 1 - 0 D 6 ,4N 24 8 , 2 0 80 %00 D 0 30 S StØ - P 8 = P , P mS 3 == 4 1 1 Pt m 4 , 22 0 5 ,7 88 0 1 9 72 m ,,m 3690 KS - DN 200 PP - 0,6 %- 98,29 m 4DViBn DS StØ ,ea N 0 o = ru 0 = l = f 1 4ew f 1 4 e m 0g , e 22 0 n 5 , 0u i 1 88 se S 0 n 3 S e 9 r 72 Rg t m ,,m 19 K 23 S - DN 200 PP - 1,56 % - 66,16 m DS StØ = == 1 1 3 , 22 0 5 ,0 88 0 4 3 63 m ,,m 9996 m 06,4 P P - % 00 6 2 2 N ,5 D - SK RKS 20 RKS 21 0,45 % - 2,00 m KS - DN 200 PP
SL15 D 286.80 A 285.30 T= 1.50m
Trasse IV C Nesse Sohle ca. 283.90
00.0 34.58 92.751 DHHN 2016 Legende Geodaten ETRS 89 UTM 32 Ingenieurvermessung GEOMET GmbH Julius-König-Straße 4 07.02.2023 Übersichtslageplan 1 Fließgewässer / Überschwemmungs- 99085 Erfurt 24666
Stausee gebiet
0361-789 34 0
0361-789 34 56 Verbindungsleitung Pferdingsleben - Friemar vgs InGeo GmbH
Legende Schutzzone Arnstädter Straße 28 26.04.2023
99096 Erfurt 220249 Aufschlussprofil
M 1: 2.500 Vogelschutzgebiet
Der Kanal-und Leitungsbestand sowie die Tiefenlagen wurden auf der Grundlage digitaler und analoger
Bestandspläne der einzelnen Versorgungsunternehmen und einer digitalen Vermesssungsunterlage vom Büro Heilquellenschutzgebiet, quantitative Schutzzone A,
GEOMET GmbH in Erfurt, erstellt.
Friemar
festgesetzt Die Darstellung der Katastergrenzen ist nur informativ und nicht rechtsverbindlich. Grundlage für das Kataster
ist die Automatisierte Liegenschaftskarte.
Feststellung der Bestandslage durch Suchschachtung erforderlich.
Einholung aktueller Schachtscheine durch AN zwingend erforderlich, Bestandsangabe zur Information!
Legende Leitungen
1. Bestand Abwasserentsorgung Legende Vermessung HAL HAL nicht
gemessen gemessen Mischwasser 124/6 Regenwasser Schmutzwasser Druckleitung
Regenüberlauf Hausanschluß vorverlegt noch nicht im Betrieb Verbandseigene Elektroleitungen 1 1 Lageplan 1 Steuerkabel Verbandsfremde AW-Leitung Verrohrte Wasserläufe Nicht eingemessene AW-Leitung Leitung außer Betrieb Straßenablauf mit Anschlussleitung 2. Bestand Trinkwasserversorgung 179.55 Trinkwasserleitung 204.40 8 D .5 N 6 m 20 - 0 PP- 3‰ 220.30 3. Bestand Thüringer Fernwasserversorgung R 167 a SGpüls2ch8ac3ht.33 Fernwasserleitung OFL 09b, DN 900 St D E 2 2 8 8 3 2 . . 4 7 3 3 246.04 A281.93 D 1200 T1.50m Fernwasserleitung BWL 09a, DN 900 St Fernwirkkabel KKS-Kabel KKS-Kabel stillgelegt Lageplan 2 328.39 362.08 427.00 Legende Planung 489.50 Schmutzwasserkanal mit Schachtbauwerk SW-Kanal (Planung Büro Krausser Ingenieure) Regenwasserkanal mit Schachtbauwerk 621.64 2 6304.0.707 SW-Druckleitung F 10 87.40 da 140-7.3 ‰ 0.00 Stationierung Trasse (nach Längsschnitt) Neubau Pumpwerk SW-Druckleitung G D e N s a 1 m 25 tl ä (1 n 4 g 0 e x = 1 c 2 a .7 .1 ; 7 D 0 i 0 = m 114.6); PEHD (PE 100), SDR 11, PN 16 Lageplan 3 Pfer V d e i S n rl W g e s g - l O e e b b rt e e s r n k e a - ic n S h a a l I i m I s - a m t I i n l o e n n r e N n ord 1 2 S S F S l t t t ä r r r a a o c ß ß m h e e e v n n n e a a b rs u u e o f f d b b r a g a a r u u u f n f 1 2 ü g r Bauwerke Baugrenze
PF 4 Spül- und RDev is io n s s c h a c h2t87.09 RS DL 285.40 O S TS K cPh au cm h p t e n s u m p f 2 2 2 . 8 8 2 5 4 5 . . m 0 8 4 4 244.37 D= 2000 261.95
G S e W sa -D m r t u lä c n k g le e i = tu c n a g . 1 D 7 N 0 0 1 m 25 (140x12.7; Di= 114.6);
PEHD (PE 100), SDR 11, PN 16 Pferdingsleben Lageplan 4 697.77
Pumpwerk
Pferdingsleben 28.351 Anlage zur Ausschreibung 159.92 84.87 36.623 Stand: Februar 2026 77.242 1807..0902 00.0 19.27 27.25 G S e W sa -D m r t u lä c n k g le e i = tu n ca g . 1 D 7 N 0 0 1 m 25 (140x12.7; Di= 114.6); PEHD (PE 100), SDR 11, PN 16 1533.08 PGSTD W 6 222 0 188,40 1 _ 5 86 56 5 . 1 4 ,, 8 95m ‰06.5-m05.6 5.60 - 94 0 2 02 ‰ ND .36Pscmlahti-teebEn 2e-8r2.21 DN 150-22 E . 1 3 28 ‰D 6.4 D N 3E 2 1 N 5 2 0 8 5 - .1 3 82 ,9 51 6 . m 0 22 - m 12-0 . ‰ 50m-5‰ P D SGST PGS D W T p W 1 ü 222 2 l 6 1 222 88, s 80 0 _ 1 c 88. 85 3 80 0 4 _ h 86 ,, 5 78m 2 a ..84m 13 c 05 ht PmGSTDÖf iWt f n P u1 226 l n a 2 1 88, g tt 5 0 e_ 82 8 n 5 00 3 ,, s 0 72m ch72 ieber 1592.23 Wasser- und Abwasserzweckverband Gotha und Landkreisgemeinden Verlegebereich I - Außen Kindleber Straße 188 - 99867 Gotha - Tel.: 03621 / 387 - 30 SW-Verbindungsleitung Pferdingsleben - Friemar
AP 1.1.02 WAZV Gotha - Pferdingsleben 813-200 PW, VS nach Friemar Übersichtslageplan 1
1: 2.500 Verbindungsleitung Pferdingsleben - Friemar
24666