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text: \nG\nre\n\nnz\ne\n\nSpundwand mit\nPavatexeinlage als\nNegativschalung\nESH-Aussenwand\n\nvar.\n\nU\nm\n\nle\ngu\n\nng\n E\n\nle\nkt\n\nro\n- u\n\nnd\n S\n\nw\nis\n\nsc\nom\n\nle\nitu\n\nng\nen\n\npr\noj\n\n. C\nab\n\nle\nco\n\nm\nle\n\nitu\nng\n\n 1\nxK\n\nSR\n 6\n\n0/\n72\n\npr\noj\n\n. S\nic\n\nke\nrle\n\nitu\nng\n\n,\n(D\n\nra\nin\n\nag\ne/\n\nD\nru\n\nck\nen\n\nts\npa\n\nnn\nun\n\ng)\n\nvar.\n\nPa\nrz\n\n.9\n04\n\nPa\nrz\n\n.1\n23\n\n6\n\nFu\nnd\n\nam\nen\n\ntv\nor\n\nsp\nru\n\nng\nbi\n\ns \nSp\n\nun\ndw\n\nan\nd\n\nm\nit \n\nPa\nva\n\nte\nxe\n\nin\nla\n\nge\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n25\n0 \n\nPE\n\nAc\nhs\n\ne \nSp\n\nun\ndw\n\nan\nd\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nH\nol\n\nzp\nfa\n\nhl\n ø\n\n30\ncm\n\nl=\n8.\n\n00\nm\n\n, a\n=3\n\n.0\n0m\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\nva\n\nr.\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n50\n0 \n\nPP\n\nva\nr.\n\n1.55354.50351.00\n\n225 7.75 min. 30\n\nvar.\n\n2.0%\n\n2.0%\n\n1.00 5.20\nRampe Ost\n\nmin. 1.10\n\n1.\n20\n\nva\nr.\n\n10\n1.\n\n20\n\nM GWSP ca. 441.00 -442.10\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\nG\nre\n\nnz\ne\n\nU\nm\n\nle\ngu\n\nng\n E\n\nle\nkt\n\nro\n- u\n\nnd\n S\n\nw\nis\n\nsc\nom\n\nle\nitu\n\nng\nen\n\npr\noj\n\n. C\nab\n\nle\nco\n\nm\nle\n\nitu\nng\n\n 1\nxK\n\nSR\n 6\n\n0/\n72\n\npr\noj\n\n. S\nic\n\nke\nrle\n\nitu\nng\n\n,\n(D\n\nra\nin\n\nag\ne/\n\nD\nru\n\nck\nen\n\nts\npa\n\nnn\nun\n\ng)\n\n225 9.55 1.225\n\n2.0%\n\n353.00354.50351.00\n\n1.00\n\n3.\n29\n\n5\n\n1.50 3.00\n\n42\n3\n\n1.\n20\n\n3.\n29\n\n5\n10\n\n1.\n20\n\nM GWSP ca. 441.00 -442.10\n\nPa\nrz\n\n.9\n04\n\nPa\nrz\n\n.1\n23\n\n6\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nH\nol\n\nzp\nfa\n\nhl\n ø\n\n30\ncm\n\nl=\n8.\n\n00\nm\n\n, a\n=3\n\n.0\n0m\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n50\n0 \n\nPP\n\nM\nör\n\nte\nlb\n\net\nt i\n\nm\n G\n\nef\näl\n\nle\nd=\n\n3-\n9c\n\nm\n\nR\nun\n\ndk\nie\n\ns \n32\n\n/5\n0\n\n1.00 5.20\nRampe Ost\n\n3.35 1.00\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nG\nus\n\nsa\nsp\n\nha\nlt \n\nM\nA \n\n8 \nL,\n\n d\n=3\n\ncm\n\n439.105439.105\n\n442.40442.40\n\nGleis nicht rechtwinklig zum Querprofil, Diff =0.256gon\n--> LRP und/oder Oberbaumaterial verzerrt\n\nGleis nicht rechtwinklig zum Querprofil, Diff =0.256gon\n--> LRP und/oder Oberbaumaterial verzerrt\n\nDP 24 DP 24\n\nM\nS \n\nÜ\n=4\n\n0 \n 4\n\n43\n.5\n\n81\n (E\n\nBV\n A\n\n)\n\nM\nS \n\nÜ\n=1\n\n5 \n 4\n\n43\n.3\n\n94\n (E\n\nBV\n A\n\n)\n\nN\nS \n\nÜ\n=2\n\n2 \n 4\n\n43\n.3\n\n94\n (E\n\nBV\n 2\n\n)\n\nÜbertragungsleitugen Übertragungsleitugen\n\nOberes Grundwasserstockwerk\nHochwasserstand = ca. 441.5 - 443.0 m ü.M.\nMittelwasserstand = ca. 441.0 - 442.1 m ü.M.\nNiederwasserstand = ca. 440.6 - 441.7 m ü.M.\n\nMittleres Grundwasserstockwerk\nHochwasserstand = ca. 442.5 - 447.0 m ü.M.\nMittelwasserstand = ca. 440.5 - 445.0 m ü.M.\nNiederwasserstand = ca. 440.0 - 444.5 m ü.M.\n\nUnteres Grundwasserstockwerk\nHochwasserstand = ca. 448.1 - 448.4 m ü.M.\nMittelwasserstand = ca. 446.8 - 447.1 m ü.M.\nNiederwasserstand = ca. 444.8 - 445.1 m ü.M.\n\nOK +443.00\n\n0.5%\n\nG\nre\n\nnz\ne\n\nG\nre\n\nnz\ne\n\nPa\nrz\n\n. 4\n72\n\nPa\nrz\n\n.2\n51\n\n6\n\nPa\nrz\n\n. 2\n51\n\n6\nPa\n\nrz\n.1\n\n54\n6\n\nPr\noj\n\n. G\neb\n\näu\nde\n\n6.0%\n\nG\nre\n\nnz\ne\n\nPa\nrz\n\n.1\n23\n\n6\nPa\n\nrz\n. 4\n\n72\n\nvar.\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\n6.0%\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nH\nol\n\nzp\nfa\n\nhl\n ø\n\n30\ncm\n\nl=\n8.\n\n00\nm\n\n, a\n=3\n\n.0\n0m\n\n1.0%\n\n5\n40\n\n1.0%\n\n1.0%\n\nvar.%\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nM\nör\n\nte\nlb\n\net\nt i\n\nm\n G\n\nef\näl\n\nle\nd=\n\n3-\n9c\n\nm\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\n10.77\nRampe West\n\n1.425\n\n50\n10\n\n1.\n20\n\nWassernase\n\n45\n9-\n\n15\nm\n\nin\n. 2\n\n.8\n0\n\n50\n\n40\n-4\n\n9\n8-\n\n17\n\n51\n-6\n\n0\n50\n\n.5\n-5\n\n9.\n5\n\n48\n-5\n\n7\n63\n\n-7\n2\n\n80\n5\n\n35\n-4\n\n4\n\n48\n-5\n\n7\n87\n\n71\n35\n\n-4\n410\n\n5\n1.\n\n35\n-1\n\n.4\n4\n\nEinstiegsöffnung\nGitterrost\n\n25 2.25 2.25 25\n\n5.00\n\n40 40\n\n< PE DN 150\neinbetoniert\n\nPE DN 150 >, einbetoniert\n(im Rücken, informativ)\n\nSi\nch\n\ner\nle\n\nitu\nng\n\nm\nit \n\nSi\nck\n\ner\nbö\n\nli\n\nSignale:\nDemontage für Bauzustand\n(Totalsperre)\n\n5.15 3.78 5.36 2.50\nbest. Brünigweg\n\nSignale:\nDemontage für Bauzustand\n(Totalsperre)\n\n10\n1.\n\n20\n\nAufbau: 15cm Schiene\n             15cm Schwelle\n             35cm Schotter (min.)\n               5cm Unterschottermatte\n               5cm Schutzschicht\n\nBe\nla\n\nga\nuf\n\nba\nu \n\nge\nm\n\näs\ns\n\nN\nor\n\nm\nal\n\npr\nof\n\nil \nBr\n\nün\nig\n\nw\neg\n\nPl\nan\n\n-N\nr. \n\n41\n53\n\n9-\n34\n\n3\n\nAu\nss\n\npa\nru\n\nng\nen\n\n in\nBe\n\nto\nne\n\nle\nm\n\nen\nt b\n\nei\nds\n\nei\ntig\n\nna\nch\n\nträ\ngl\n\nic\nh \n\nzu\nbe\n\nto\nni\n\ner\nen\n\nSi\ngn\n\nal\nfu\n\nnd\nam\n\nen\nt\n\nAb\ndi\n\nch\ntu\n\nng\n s\n\nie\nhe\n\nD\net\n\nai\nl B\n\nrü\nst\n\nun\ng\n\nWassernase\nWassernase\n\n50\n40\n\npr\noj\n\n. C\nab\n\nle\nco\n\nm\nle\n\nitu\nng\n\n1x\nKS\n\nR\n 6\n\n0/\n72\n\n,\nU\n\nm\nle\n\ngu\nng\n\n E\nle\n\nkt\nro\n\n-\nun\n\nd \nSw\n\nis\nsc\n\nom\nle\n\nitu\nng\n\nen\nLe\n\nitu\nng\n\nsf\nüh\n\nru\nng\n\n m\nit\n\nR\noh\n\nrb\nlo\n\nck\n\n425425 425425 425 425425 425425 425425 425425 425\n\n39.00 13.705 5.54 8.06 4.68 35 min. 1.20\n\n354.50354.40\nRampe in Austrittbereich\n\n3.47\nBrünigweg\n\n3512.95352.936.002.8553.3529.275\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nG\nus\n\nsa\nsp\n\nha\nlt \n\nM\nA \n\n8 \nL,\n\n d\n=3\n\ncm\n\nFüllbeton unter\nWasser eingebracht\n\n45\n15\n\n2.\n80\n\nva\nr.\n\n10\n1.\n\n20\n\n89\n1.\n\n20\n\nMW GWSP ca. 441.00 - 442.10\n\nSOK 443.39 zb\nSOK 443.58 zb\n\n443.00\n\n438.74\n\n439.19\n\n438.71\n\n439.16\n\n442.14\n\n442.64\n\n438.64\n\n439.35439.35\n\n440.155440.155\n\nSchluck Schluck\n\n442.14\n\n442.64\n\n443.04\n\n var.  var. \n\n436.55\n\n436.80\n\n438.64\n\n439.09\n\n442.50\n\n25\n1.\n\n84\n45\n\n9-\n15\n\n439.22\n\n439.67\n\n442.62\n\n443.12\n\nSOK +5.50\nSOK +5.50\n\n442.64\n\n443.53\n\n11.845 1.155 11.94 1.06 11.00 2.00 5.41\nBetonelement 1\n\n1.95\nBetonelement 1\n\n1.95\nBetonelement 2\n\n1.95\nBetonelement 3\n\n1.95\nBetonelement 4\n\n1.95\nBetonelement 5\n\n1.95\nBetonelement 6\n\n1.95\nBetonelement 7\n\n185\n\nM GWSP ca. 441.00 - 442.10\n\nPr\noj\n\n. G\neb\n\näu\nde\n\nG\nre\n\nnz\ne\n\nG\nre\n\nnz\ne\n\nPa\nrz\n\n. 4\n72\n\nPa\nrz\n\n.2\n51\n\n6\n\n10\n1.\n\n20\n\nva\nr.\n\nva\nr.\n\n2.0%\n\n2.0%\n\n2.0%\n\n2.0% 1.20\n\n1.425 10.05\nRampe West\n\n1.425\n\nva\nr.\n\n10\n1.\n\n20\n\n1.20\n\nvar.\n\nPa\nrz\n\n. 2\n51\n\n6\nPa\n\nrz\n.1\n\n54\n6\n\nFu\nnd\n\nam\nen\n\ntv\nor\n\nsp\nru\n\nng\nbi\n\ns \nSp\n\nun\ndw\n\nan\nd\n\nm\nit \n\nPa\nva\n\nte\nxe\n\nin\nla\n\nge\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\nH\nol\n\nzp\nfa\n\nhl\n 3\n\n0c\nm\n\nl=\n8.\n\n00\nm\n\n, a\n=3\n\n.0\n0m\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n50\n0 \n\nPP\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\n3.33 35 4.50\nRampe\n\n35 4.50\nRampe\n\n35\n\n10\n\n443.00443.10\n\nvar.\n\nPa\nrz\n\n.9\n04\n\nPa\nrz\n\n.1\n23\n\n6\n\nAc\nhs\n\ne\nBa\n\num\n\nU\nm\n\nle\ngu\n\nng\n E\n\nle\nkt\n\nro\n- u\n\nnd\n S\n\nw\nis\n\nsc\nom\n\nle\nitu\n\nng\nen\n\npr\noj\n\n. C\nab\n\nle\nco\n\nm\nle\n\nitu\nng\n\n 1\nxK\n\nSR\n 6\n\n0/\n72\n\nG\nre\n\nnz\ne\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n25\n0 \n\nPE\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nH\nol\n\nzp\nfa\n\nhl\n ø\n\n30\ncm\n\nl=\n8.\n\n00\nm\n\n, a\n=3\n\n.0\n0m\n\nva\nr.\n\nvar.\n\n7.30 var.\n\nvar.\n\n2.0%\n\n2.0%\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n50\n0 \n\nPP\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\n1.00 5.20\nRampe Ost\n\nmin. 1.10\n\n354.5035\n\nva\nr.\n\n10\n1.\n\n20\n\nM GWSP ca. 441.00 -442.10\n\n1.\n20\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\n42\n33\n\n3\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nH\nol\n\nzp\nfa\n\nhl\n ø\n\n30\ncm\n\nl=\n8.\n\n00\nm\n\n, b\nei\n\n je\nde\n\nm\nEl\n\nem\nen\n\nts\nto\n\nss\n\nN\neg\n\nat\niv\n\nbe\nto\n\nn \nvo\n\nrg\nän\n\ngi\ng\n\nm\nit \n\nM\nag\n\ner\nbe\n\nto\nn\n\npr\no \n\nEl\nem\n\nen\nt z\n\nw\nei\n\nBe\nto\n\nni\ner\n\nöf\nfn\n\nun\nge\n\nn\n\nFu\nnd\n\nam\nen\n\ntri\neg\n\nel\nb=\n\n70\ncm\n\n, h\n=4\n\n0c\nm\n\n1.00 5.20\nUnterführung\n\n1.00\n\nvar.\n\n20\n20\n\n45\nva\n\nr.\n45\n\n5\n\n2.0%\n\nM\nör\n\nte\nlb\n\net\nt i\n\nm\n G\n\nef\näl\n\nle\nd=\n\n3-\n9c\n\nm\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n50\n0 \n\nPP\n\n45\n9\n\n3\n3\n\nva\nr.\n\n2.0% 2.0%\n\n2.60 2.60\n\nM GWSP ca. 441.00 -442.10\n\nR\nun\n\ndk\nie\n\ns \n32\n\n/5\n0\n\nva\nr.\n\n45\n45\n\n1.50354.50351.50\n\n7.20\n\nvar.\n\n1.\n50\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nG\nus\n\nsa\nsp\n\nha\nlt \n\nM\nA \n\n8 \nL,\n\n d\n=3\n\ncm\n\n442.14\n\n442.59\n\n442.64\n\n441.54\n\n443.04\n\n< DN 200\n\n≥ DN 200\n\n< DN 200\n\n≥ DN 200\n\n< DN 200\n≥ DN 200\n\n< DN 200\n≥ DN 200\n\n< DN 200\n≥ DN 200\n\n< DN 200\n\n≥ DN 200\n\n< DN 200\n≥ DN 200\n\n≥ DN 200\n\n< DN 200\n≥ DN 200\n\n< DN 200\n\n≥ DN 200\n\n≥ DN 200\n\n< DN 190\n\n< DN 200\n\nausser Betrieb\n\nausser Betrieb\n\nübrige Werkleitungen\n\nWerkleitungslegende:\nPiezometerP1\n\nSondierbohrung / BaggerschlitzeB1/96\n\n167892 Höhenfixpunkt\n\nProjekt\n\nOption\n\nAbbruch\n\nBestehend\n\nAchse Spundwand\n\nLegende:\n\nHolzpfahl l=8.00m, ø30cm, alle 3.00m\n\nöffentliche Beleuchtung\n(Kandelaber / Abspannung / inkl. Lage Fundament)\n\nH H\n\nFernwärme\n\nAbbruch nach Freigabe durch Werke\n\nH\n\nLeerrohr / Hüllrohr\n\nJaucheleitung\n\nGas\n\nTelefon\n\nTV\n\nElektro\n\nTrinkwasser Steuerleitung\n\nTrinkwasser \n\nStrassenablauf\n\nSickerleitung\n\nmit Schlammsammler\nSAF\n\nSchluckschacht\nEST\n\nausser Betrieb\nin Strassenbereich: ø < 200 -> kappen und verschliessen\nausserhalb Strassenbereich: alle kappen und verschliessen\n\nAbbruch\nin Strassenbereich: ø ≥ 200 -> verfüllen oder abbrechen\n\nSchmutzabwasser\n\nRegenabwasser\n\nStrassenabwasser\n\nMischabwasser< DN 200\n≥ DN 200\n\nbestehend projektiert Provisorien\n\nKanalisation\n\nDie Zentralbahn.\n\nLinie 470 / Luzern - Meiringen Gemeinde:\nHorw\n\nBahnhof:\n\nAenderungen\n\nDateipfad\n\nRinggenberg\nNiederried\n\nOberried\nEblingen\n\nBrienz West Brienz Brienzwiler Brünig-Hasliberg\n\nLungern\n\nKaiserstuhl\nGiswil Sachseln\n\nSarnen\n\nAlpnach Dorf\nAlpnachstad\n\nHergiswil Matt\nHorw\n\nLuzern\n\nBrienzer See\n\nSarner See\n\nVierwaldstättersee\n\nLu\nng\n\nere\nr S\n\nee\n\nInterlaken\n\nStansstad\nStans\n\nDallenwil\nNiederrickenbach\n\nWolfenschiessen\n\nGrafenort\n\nEngelberg\n\nLuzern Allmend\n\nEwil Maxon\n\nKriens Mattenhof\n\nBahnhofstrasse 23\n6362 Stansstad\n\nProjektverfasser:\n\nBauherren:\n\nGemeindehausplatz 1\n6048 Horw\n\nMeiringen\n\nHergiswil\n\nzb Zentralbahn AG Gemeinde Horw\n\nDer Projektverfasser:Die Bauherren:\nzb Zentralbahn AG\n\nPeter Bobak\n\nGemeinde Horw\n\nRemigi Niederberger\n\nsig. P. Bobak sig. R. Niederberger\n\nGezeichnet\n\nGeprüft\n\nMassstab\n\nAuftrag Nr.\n\nFormat\n\nPlan Nr.\n\nA B C D E F\n\nAuflageprojekt\n\nAufhebung Bahnübergänge km 3.740 und 3.865\nmit Ersatzerschliessung\n- PU Wegmatt\n- Ausbau Brünigweg\n- Ausbau Gleispromenade\n\n-\n\nEmch + Berger WSB AG\n\nKm 3.730 - 4.350\n\nsig. M. Scherer\n\nMartin Scherer\n\nEmch+Berger WSB AG\nIngenieure und Geometer\nRüeggisingerstrasse 41\n6020 Emmenbrücke\n\nGWSP ca. 443.00\n\n1.0%\n\n6.0%\n\nG\nre\n\nnz\ne\n\nPa\nrz\n\n. 2\n51\n\n6\nPa\n\nrz\n. 1\n\n54\n6\n\n1.0%\n\n1.0%\n\n47\n5\n\n42\n.5\n\n-5\n1.\n\n5\n8-\n\n17\n\n56\n-6\n\n5\n63\n\n.5\n-7\n\n2.\n5\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n50\n0 \n\nPP\n\nM\nör\n\nte\nlb\n\net\nt i\n\nm\n G\n\nef\näl\n\nle\nd=\n\n3-\n9c\n\nm\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\n45\n97\n\n5\n\n20\n40\n\n-4\n9\n\n79\n5\n\n45\n.5\n\n-5\n4.\n\n5\n\nPE DN 150 >\neinbetoniert\n\nPE DN 150 >\neinbetoniert\n\nPE DN 150 >\neinbetoniert\n\nM GWSP ca. 441.00 -442.10\n\nKi\nes\n\nsa\nnd\n\nKi\nes\n\nsa\nnd\n\n2.\n81\n\n46\n.5\n\n-5\n5.\n\n5\n94\n\n.5\n-1\n\n03\n.5\n\n49\n-5\n\n8\n83\n\n.5\n-9\n\n2.\n5\n\n89\n5\n\n50\n\nR\nun\n\ndk\nie\n\ns \n32\n\n/5\n0\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nG\nus\n\nsa\nsp\n\nha\nlt \n\nM\nA \n\n8 \nL,\n\n d\n=3\n\ncm\n\n443.50\n\n439.195\n\n439.67\n\n439.775\n\n439.195\n\n439.79\n\n442.175\n\n442.625\n\n443.60\n\n55.205\n\n439.99\n\n440.19\n\n439.195\n\n439.99\n\nSchluckSchluck\n\nSchluck\n\nSchluck auf\nOK Beton Schluck\n\n6.75 15.05 45 12.65 45 9.085\n\n440.19\n\n441.69\n\n440.19\n\n441.605\n\n442.50\n\n443.00\n\n40 1.65 35 6.75 15.15 35 22.185 60 4.07 35 3.35\n\n2.40 21.105 1.145 13.44 2.00 6.745 4.80 3.22 35\n\n2.05 35 28.26 9.43 6.745 4.67 35 3.00\n\nM GWSP ca. 441.00 - 442.10\n\nPr\noj\n\n. G\neb\n\näu\nde\n\nG\nre\n\nnz\ne\n\nG\nre\n\nnz\ne\n\nPa\nrz\n\n. 2\n51\n\n6\nPa\n\nrz\n.1\n\n54\n6\n\nPa\nrz\n\n. 4\n72\n\nPa\nrz\n\n.2\n51\n\n6\n\nFu\nnd\n\nam\nen\n\ntv\nor\n\nsp\nru\n\nng\nbi\n\ns \nSp\n\nun\ndw\n\nan\nd\n\nm\nit \n\nPa\nva\n\nte\nxe\n\nin\nla\n\nge\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\nH\nol\n\nzp\nfa\n\nhl\n 3\n\n0c\nm\n\nl=\n8.\n\n00\nm\n\n, a\n=3\n\n.0\n0m\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nM\nag\n\ner\nbe\n\nto\nn\n\nd=\n5c\n\nm\nSc\n\nho\ntte\n\nr i\nn \n\nre\nis\n\nfe\nst\n\nem\n F\n\nlie\ns\n\nd=\n10\n\ncm\n\nAc\nhs\n\ne\nSp\n\nun\ndw\n\nan\nd\n\n2.0%\n\nva\nr.\n\nva\nr.\n\nSc\nhm\n\nut\nza\n\nbw\nas\n\nse\nr\n\n50\n0 \n\nPP\n\n10\n1.\n\n20\n\n1.425 10.05\nRampe West\n\n1.425\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\n2.0%\n\n2.0% 2.0%\n\nva\nr.\n\n1.\n20\n\n1.20\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\n3.33 35 4.50\nRampe\n\n35 4.50\nRampe\n\n35 1.20\n\n10\n\n443.10 443.00443.10\n\nDetail Belagsübergang  1:10\n\nKi\nes\n\nsa\nnd\n\nd=\nva\n\nr. \n(m\n\nin\n. 1\n\n5c\nm\n\n)\n\nFuge 15x20 mm schneiden\nund Fugenband versetzen\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n T\n\n 1\n6 \n\nL,\n d\n\n=5\ncm\n\nM\nör\n\nte\nlb\n\net\nt i\n\nm\n G\n\nef\näl\n\nle\nd=\n\n3-\n9c\n\nm\n\nD\nec\n\nks\nch\n\nic\nht\n\nW\nal\n\nza\nsp\n\nha\nlt \n\nAC\n 8\n\n L\n, d\n\n=3\ncm\n\nTr\nag\n\nsc\nhi\n\nch\nt\n\nG\nus\n\nsa\nsp\n\nha\nlt \n\nM\nA \n\n8 \nL,\n\n d\n=3\n\ncm\n\nBi\ntu\n\nm\nen\n\nem\nul\n\nsi\non\n\n 8\n0-\n\n15\n0 \n\ng/\nm\n\n2\n\nPB\nD\n\nDetail Abdichtung  1:10\n\n5m\nm\n\n P\nBD\n\n45\nm\n\nm\n G\n\nus\nsa\n\nsp\nha\n\nlt\n\nm\nin\n\n.1\n0\n\nm\nin\n\n.2\n0\n\nDetail Schluck  1:10\nSchnitt\n\nDeckel gelocht\n\n6\n15\n\n29\n\n50\n\n65 60 65\n\n73\n\n41539\n\nDM\n\nSchnitte und Lichtraumprofil\n\n- 332\n\nPU Wegmatt Km 4.125\n\n90 x 189\n\n3.02\n\n41539-332.pdf\n\nSchnitt D - D  1:50 Schnitt G - G  1:50Schnitt A - A  1:50 Schnitt B - B  1:50 Schnitt C - C  1:50\n\nPAK\n\nSchnitt F - F  1:50\n\nSchnitte / Lichtraumprofil 1:50 und Detail 1:10\n\nSchnitt E - E  1:50 Schnitt H - H  1:50\n\n07.12.2017\n\n07.12.2017\n\nInfo:\n-sämtliche projektierten Kanalisationsleitungen\n sind auf Holzpfählen auszuführen\n-Grundlagen für die Planung sind im\n Koordinatensystem LV03\n\n\n