Sewage Network DWG Block for AutoCAD

Sewage Network DWG Block for AutoCAD

COMPLETE SEWAGE NETWORK WITH PROFILES AND SPECIFICATIONS

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Magnetic, Diam., Mm., Effective, total, Brick structure, north, first Street, Second street, Third street, Second street, First avenue, Second avenue, third Avenue, Fourth avenue, Fifth Avenue, Sixth avenue, In existing well, Fourth avenue profile, Fifth avenue profile, First avenue profile, Second avenue profile, Third avenue profile, Second street profile, First street profile, Inv., Inv., Inv., Datum, Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Sixth avenue profile, Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Inv., Datum, Delivery outlet, In existing well, Existing well, Well, north, first Street, First avenue, north, third Avenue, Second avenue, Fourth avenue, Second avenue, First avenue, first Street, Third street, north, Second street, third Avenue, First avenue, Second avenue, Second street, north, Fourth avenue, north, Third street, Inv., Inv., Inv., Inv., Third street profile, Inv., Third street, Second street, first Street, north, Second avenue, third Avenue, north, third Avenue, Fourth avenue, north, Third street, Second street, first Street, Sixth avenue, Fourth avenue, north, north, Fifth Avenue, Second street, Third street, first Street, Existing well, Delivery outlet, north, Third street, In existing well, Inv., Profile of the seventh street, Inv., Inv., water well, existing, Third street profile, Inv., Inv., Inv., Inv., north, Third street, In existing well, Delivery outlet, Second street profile, Inv., Existing sewer, Inv., Inv., Inv., north, Fourth avenue, Fifth Avenue, Second street, Sixth avenue, north, first Street, Fourth avenue, Fifth Avenue, Sixth avenue, First street profile, Datum, Inv., Inv., Inv., Inv., Inv., Inv., Mm., Mm., Mm., Mm., Mm., Mm., Mm., Mm., Mm., Mm., Mm., Mm., Mm., accessories, see detail, Of entry into the reduction cone, see detail, Inspection well, variable, Brick rafon, tenacity, tuned up, Repello, see detail, mortar, Pipes should not be installed, note:, Outer repellency, mortar, Tezon, brick, variable, Of entry into the reduction cone, concrete, Pipes should not be installed, Fall well, minimum, see detail, note:, Fall well, cut, mortar, see detail, Brick rafon, tenacity, Repello, tuned up, variable, mortar, Sticking out, First, Spinning, Top ring, water well, Haladera var., Concrete cover for wells, detail, M. Cm., M. M. Cm., elevation, Related searches, detail, tenacity, Brick rafon, variable, Well base, Well height, elevation, concrete, Dimensions of the structure of, Well fall, cut, Min., Esc., Half reed, Refined refining, Outer plaster, Concrete cover, Brick structure, Steps of, total, Inspection well, Plant inspection well, Brick rafon, covering, Of pipe, Effective, Hauler, Repello, Exterior, Cap with a, Ring of, Sewage system, minimum, minimum, section, tuned up, Repello, Lid with reinforcement in, With interior exterior finish, Brick rafon in rope, variable, Home connection of a.n., Registration box for, minimum, plant, Esc., Variable diameter, Solid tube, Option ” to ”, Yee, plan, Pvc tube, Typical details sewage well bottoms, Detail of ditches, Compacted to min. from, Site material, It will also be placed in, Home connections, Selected material, Diam., Vehicular, Diam., Pedestrian, variable, steel, Paint with two layers of red mine, Var., Notes:, steps, detail

Raw text data extracted from CAD file:

MAGNETIC 0+000 DIAM. = 200 mm. \A1;58.93 \A1;60.00 \A1;108.09 \A1;92.93 \A1;80.40 \A1;110.69 \A1;50.58 \A1;57.77 \A1;75.09 \A1;114.10 \A1;52.14 \A1;52.14 \A1;73.80 \A1;117.90 \A1;53.74 \A1;60.00 \A1;73.10 \A1;120.96 \A1;120.99 \A1;123.84 \A1;129.98 \A1;121.49 \A1;117.57 \A1;66.27 \A1;39.60 \A1;70.48 \A1;72.77 \A1;23.20 \A1;72.11 \A1;92.95 \A1;67.23 \A1;5.00 \A1;116.00 \A1;120.00 \A1;125.85 \A1;128.47 \A1;119.13 \A1;5.00 \A1;120.97 \A1;40.00 \A1;123.71 \A1;124.05 \A1;71.00 \A1;24.71 \A1;75.57 \A1;73.76 0.58 0.38 0.10 0.53 0.38 0.15 H efectiva 2/3H H Total D a D 1.20 1.20 0.25 1.10 0.70 Estructura de ladrillo 0.60 0.80 0.20 0.15 0.30 0.45 0.45 2.10 0.25 0.30 0+020 0+040 0+060 0+080 0+100 0+140 0+160 0+180 0+120 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+640 0+660 0+680 0+700 0+720 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+260 1+280 1+300 1+320 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+740 1+760 1+780 1+800 1+820 1+860 1+880 1+900 1+920 1+940 1+840 1+720 1+340 1+240 0+740 0+620 0+480 95.00 92.50 90.00 87.50 85.00 82.50 82.50 80.00 80.00 80.00 80.00 77.50 85.00 87.50 90.00 92.50 91.73 7 . 91.83 8 . 94.58 9 . 94.81 10 . 94.68 11 . 93.79 12 . 93.44 13 . 93.29 14 . 93.06 15 . 93.21 16 . 92.69 17 . 91.35 18 . 90.54 19 . 93.37 20 . 93.84 21 . 94.77 22 . 95.73 23 . 96.57 24 . 90.90 25 . 91.41 26 . 92.89 27 . 93.58 28 . 89.52 29 . 89.15 30 . 89.59 31 . 89.72 32 . 89.55 33 . 89.50 34 . 89.64 35 . 89.58 36 . 89.45 37 . 88.82 38 . 88.12 39 . 88.26 40 . 90.36 41 . 91.15 42 . 92.00 43 . 92.48 44 . 88.98 45 . 89.69 46 . 90.32 47 . 90.71 48 . 88.13 49 . 87.95 50 . 87.75 51 . 87.31 52 . 86.94 53 . 86.64 54 . 86.64 55 . 85.98 56 . 85.15 57 . 84.43 58 . 84.23 59 . 83.54 60 . 83.10 61 . 82.90 62 . 82.90 63 . 82.67 64 . 82.43 65 . 82.22 66 . 81.90 67 . 81.36 68 . 81.45 69 . 83.24 70 . 83.58 71 . 83.87 72 . 84.27 73 . 84.84 74 . 85.31 75 . 85.23 76 . 85.34 77 . 85.00 78 . 83.85 79 . 82.65 80 . 82.63 81 . 84.88 82 . 86.05 83 . 85.65 84 . 86.10 85 . 86.58 86 . 87.13 87 . 87.58 88 . 88.20 89 . 86.12 90 . 86.34 91 . 86.81 92 . 87.73 93 . 88.67 94 . 86.08 95 . 86.22 96 . 87.15 97 . 88.19 98 . 88.40 99 . 88.30 100 . 87.33 101 . 89.99 102 . 87.12 103 . 88.81 104 . 89.19 105 . 89.78 106 . 90.41 107 . 90.91 108 . 88.30 109 . 89.95 110 . 91.31 111 . 92.03 112 . 92.82 113 . 87.75 114 . 89.02 115 . 90.82 116 . 91.67 117 . 91.75 118 . 87.10 119 . 88.20 120 . 89.22 121 . 89.01 122 . 87.58 123 . 87.38 124 . 86.52 125 . 85.17 126 . 84.28 127 . 84.07 128 . 83.17 129 . 81.87 130 . 81.59 131 . 82.84 132 . 83.17 133 . 82.68 134 . 82.26 135 . 81.90 136 . 81.60 137 . 82.90 138 . 85.63 139 . 87.19 140 . 87.27 141 . 87.07 142 . 86.94 143 . 81.59 144 . 81.03 145 . 80.53 146 . 79.98 147 . 79.83 148 . 79.28 149 . 78.41 150 . 77.76 151 . 77.44 152 . 81.48 153 . 84.01 154 . 85.45 155 . 86.58 156 . 87.70 157 . 79.99 158 . 83.27 159 . 83.58 160 . 83.25 161 . 85.68 162 . 83.86 163 . 82.88 164 . 84.64 165 . 77.29 166 . 76.91 167 . 77.22 168 . 77.60 169 . 78.39 170 . 79.06 171 . 80.84 172 . 81.33 173 . 81.95 174 . 82.74 175 . 83.73 176 . 84.43 177 . 85.12 178 . 81.32 179 . 81.31 180 . 80.85 181 . 81.18 182 . 80.23 183 . 79.93 184 . 80.15 185 . 80.60 186 . 80.93 187 . 81.33 188 . 81.83 189 . 82.42 190 . 79.63 191 . 79.30 192 . 79.09 193 . 78.79 194 . 78.50 195 . 78.11 196 . 77.96 197 . 77.14 198 . 98.39 199 . 95.60 200 . 94.14 201 . 92.57 202 . 91.39 203 . 91.30 204 . 97.50 95.00 75.77 205 . 74.41 206 . 80.08 207 . 80.04 208 . 78.46 209 . 77.31 210 . 78.12 211 . 77.75 212 . 77.84 213 . 77.37 214 . 76.63 215 . 78.02 216 . 79.13 217 . 79.77 218 . 80.79 219 . 81.02 220 . 75.70 221 . 77.50 75.00 77.50 75.00 80.00 PI-1 PI-2 PI-4 PI-5 PI-6 PI-7 PI-9 PI-8 PI-10 PI-11 PI-12 PI-13 PI-14 PI-15 PI-16 PI-17 PI-18 PI-19 PI-20 PI-21 PI-22 PI-23 PI-24 PI-26 PI-27 PI-28 PI-29 PI-30 PI-0 NORTE PRIMERA CALLE PRIMERA CALLE SEGUNDA CALLE TERCERA CALLE TERCERA CALLE SEGUNDA CALLE PRIMERA AVENIDA SEGUNDA AVENIDA TERCERA AVENIDA CUARTA AVENIDA QUINTA AVENIDA SEXTA AVENIDA P-30b EN POZO EXISTENTE P-29 P-28 P-26 P-25 P-24 P-22 P-21 P-20 P-27 P-25A P-23 P-13 P-14 P-15 P-12 P-16 P-17 P-18 P-19 P-11 P-9 P-10 P-7 P-8 P-5 P-3 PI-3 P-4 P-6 P-2 P-1 P-0 PI-25 P-28B P-31 PERFIL CUARTA AVENIDA PERFIL QUINTA AVENIDA 80 75 85 95 90 100 75 80 95 85 90 100 85 75 80 95 90 100 80 70 75 85 90 95 100 70 75 80 95 90 85 100 70 85 75 80 95 90 100 PERFIL PRIMERA AVENIDA PERFIL SEGUNDA AVENIDA PERFIL TERCERA AVENIDA 85 80 75 95 90 100 90 85 80 75 100 95 75 80 100 90 85 95 85 75 80 70 95 90 100 70 80 75 85 90 95 100 75 70 80 100 90 85 95 80 75 90 95 100 85 80 75 100 85 95 90 PERFIL SEGUNDA CALLE 80 75 90 95 85 100 80 70 75 85 95 100 90 P-7 P-9 P-11 P-19 P-18 P-17 P-16 P-15 P-0 P-1A P-1 P-19 P-20 P-1A P-4 P-3 P-17 P-23 P-22 P-6 P-5 P-16 P-25A P-25 P-8 P-7 P-15 P-27 P-26 P-10 P-9 P-14 P-28B 5 5 5 5 5 5 5 5 P-11 P-12 P-29 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 86.64 86.94 87.31 87.75 87.95 88.13 88.12 88.82 89.45 89.58 89.64 89.50 86.64 88.20 89.65 PERFIL PRIMERA CALLE 0+245.04 INV. 87.03 0+280 0+320.00 0+366.53 INV. 85.81 0+360 0+400 0+440 0+484.10 INV. 84.64 0+480 DATUM 70 S = 1.00 % 86.05 86.08 86.22 87.15 88.19 88.40 88.30 87.33 89.98 87.12 87.10 88.20 89.21 89.02 87.59 87.38 86.52 INV. 84.52 0+000 0+040 0+080 INV. 87.21 0+066.27 0+176.35 0+120 INV. 85.87 0+105.87 0+160 0+200 INV. 85.16 INV. 84.43 INV. 82.80 0+249.12 0+240 INV. 413.080 0+221.15 S = 1.00 % S = 3.38 % S = 4.01 % 91.73 INV. 89.73 0+118.93 86.52 0+227.02 INV. 84.52 82.30 INV. 80.80 93.31 INV. 91.31 0+080.40 87.12 0+191.09 INV. 85.87 81.60 0+299.44 INV. 79.64 90.54 INV. 87.99 0+075.09 88.40 INV. 85.36 0+189.19 80.08 INV. 77.87 0+293.47 89.65 INV. 87.23 0+073.80 86.05 0+191.70 INV. 83.00 78.16 INV. 77.16 0+305.44 88.20 INV. 86.01 0+073.10 85.23 INV. 82.01 0+194.06 80.84 INV. 75.88 0+315.05 86.64 INV. 84.64 0+000.00 82.90 INV. 80.84 0+123.84 79.82 INV. 74.71 0+253.82 PERFIL SEXTA AVENIDA 98.39 INV. 96.37 0+058.93 92.65 INV. 90.33 0+000 0+319.95 S = 10.25 % S = 1.00 % S = 4.82 % S = 4.00 % 96.57 0+000.00 INV. 94.97 87.20 0+241.67 INV. 83.64 S = 4.55 % S = 5.09 % INV. 91.51 INV. 86.07 S = 4.80 % S = 6.92 % 93.58 0+000.00 INV. 91.58 S = 5.05 % INV. 87.79 0+241.33 S = 2.48 % S = 7.37 % 85.23 INV. 81.51 INV. 85.16 S = 7.37 % 92.48 INV. 90.68 0+000.00 INV. 87.03 S = 4.94 % 0+245.43 INV. 82.80 S = 3.76 % 83.60 INV. 80.24 S = 5.13 % S = 5.13 % 90.71 INV. 88.91 0+000.00 S = 4.24 % INV. 85.81 S = 3.47 % INV. 81.81 S = 5.06 % S = 3.07 % S = 4.72 % DATUM 70 DATUM 70 DATUM 70 DATUM 70 DATUM 70 DATUM 70 SALIDA A TALGUA SALIDA A TALGUA EN POZO EXISTENTE P-30b PI-30 P-31 inv=71.44 Pozo existente P-32 de Pozo P-29 NORTE P-5 P-7 PRIMERA CALLE P-1 P-1A PI-1 P-2 P-4 P-3 P-6 P-8 a P-19 PRIMERA AVENIDA NORTE TERCERA AVENIDA SEGUNDA AVENIDA a P-17 CUARTA AVENIDA a P-16 a P-15 a P-9 SEGUNDA AVENIDA P-0 P-1A P-1 PRIMERA AVENIDA PRIMERA CALLE P-2 TERCERA CALLE P-19 NORTE P-20 P-21 SEGUNDA CALLE P-18 P-22 TERCERA AVENIDA PI-19 PRIMERA AVENIDA de P-1 SEGUNDA AVENIDA de P-3 P-18 SEGUNDA CALLE P-19 P-20 NORTE PI-23 PI-17 PI-18 P-17 P-23 de P-5 de P-7 CUARTA AVENIDA PI-16 P-16 P-25A PI-15 P-15 P-27 P-14 de P-19 P-25A P-23 NORTE P-20 P-21 TERCERA CALLE P-24 P-25 P-22 P-26 P-27 a P-28B 417.093 82.30 82.90 83.17 82.70 82.26 81.90 81.60 81.58 80.95 80.27 79.83 80.27 80.08 78.12 78.16 0+000 5 85 INV. 80.80 0-003.20 75 70 80 P-20 100 90 95 5 5 0+020 INV. 80.57 0+040 0+080 S = 1.00 % P-21 0+160 0+112.95 INV. 79.64 0+120 0+180.18 0+185.18 INV. 77.91 INV. 77.87 5 P-22 S = 2.56 % S = 0.98 % 5 P-24 P-25 PERFIL TERCERA CALLE 0+200 0+240 INV. 77.16 0+257.29 P-26 85 75 80 95 100 90 TERCERA CALLE SEGUNDA CALLE PRIMERA CALLE NORTE de P-21 P-2 P-22 P-23 P-24 SEGUNDA AVENIDA P-17 P-18 P-16 TERCERA AVENIDA P-3 P-5 P-4 P-7 P-26 P-22 P-24 NORTE P-25A TERCERA AVENIDA P-17 P-16 P-25 P-15 CUARTA AVENIDA P-5 P-3 P-6 NORTE TERCERA CALLE de P-28 P-29 P-11 SEGUNDA CALLE de P-14 P-12 PRIMERA CALLE SEXTA AVENIDA de P-9 a P-30b a P-13 CUARTA AVENIDA NORTE P-25 P-26 a P-28B P-15 P-27 a P-14 P-7 a P-9 P-8 NORTE QUINTA AVENIDA SEGUNDA CALLE de P-26 P-28B P-28 TERCERA CALLE de P-15 P-14 a P-29 a P-12 PRIMERA CALLE de P-7 P-9 P-10 a P-11 Pozo existente inv=71.44 P-32 P-31 SALIDA A TALGUA NORTE TERCERA CALLE de P-29 P-30b EN POZO EXISTENTE PI-30 74.41 74.54 74.77 74.99 75.22 75.45 75.67 75.77 75.99 76.36 76.74 77.12 77.50 77.88 77.96 INV. 71.44 0+720 5 PERFIL DE LA SEPTIMA CALLE (SALIDA A TALGUA) 0+635.74 0+640 INV. 73.46 0+680 P-30B S = 0.85 % 5 INV. 72.46 0+760 0+751.74 0+800 P-31 80 0+871.74 0+840 75 70 POZO P-32 EXISTENTE 90 100 95 85 P-5 P-16 75 70 85 95 100 90 80 77.84 78.16 77.37 76.63 78.02 79.13 79.77 80.79 81.02 80.84 79.82 80.95 80.78 80.60 80.42 80.23 80.03 79.73 79.40 79.15 78.88 78.59 78.23 77.96 5 75 70 85 80 100 90 95 PERFIL TERCERA CALLE 0+257.29 INV. 77.16 0+280 P-26 5 5 0+440 0+320 0+360 0+388.14 INV. 75.93 INV. 75.88 0+383.14 0+400 P-28B 5 P-28 INV. 74.71 0+507.27 0+480 0+520 0+560 P-29 0+585 0+600 0+635.74 INV. 73.46 75 P-30B 85 80 95 100 90 de P-14 de P-12 NORTE de P-25 P-27 P-26 P-28 P-28B TERCERA CALLE P-29 P-30b EN POZO EXISTENTE PI-30 a P-31 SALIDA A TALGUA 86.05 85.23 84.88 82.63 82.65 83.75 83.25 83.85 85.00 85.34 85.30 84.83 84.27 83.87 83.58 83.24 82.90 82.89 82.73 82.56 82.35 82.22 81.89 81.45 0+372.83 5 P-14 85 75 80 100 95 90 5 PERFIL SEGUNDA CALLE 0+270.00 0+249.12 INV. 82.80 INV. 84.43 ALCANTARILLA EXISTENTE 30" 0+280 0+320 S = 0.80 % 0+310.00 INV. 81.81 0+360 5 P-15 85 0+400 0+440 0+480 INV. 80.84 0+493.80 0+520 0+560 0+617.85 INV. 79.85 0+600 75 80 5 P-12 P-13 100 95 90 70 70 70 70 70 NORTE de P-7 de P-16 P-15 CUARTA AVENIDA P-27 de P-9 de P-11 QUINTA AVENIDA P-14 SEGUNDA CALLE a P-28B SEXTA AVENIDA P-12 a P-29 P-13 NORTE P-5 P-9 P-10 P-8 P-7 PRIMERA CALLE P-11 CUARTA AVENIDA a P-15 QUINTA AVENIDA a P-14 SEXTA AVENIDA a P-12 91.73 94.81 93.31 90.54 89.65 93.44 93.83 94.68 94.58 93.06 93.21 92.71 91.34 89.52 89.15 89.59 89.72 PERFIL PRIMERA CALLE 0+095.71 5 P-3 0+024.61 5 P-2 90 DATUM 70 S = 12.51 % 0+000 INV. 89.73 85 75 80 P-1 95 100 0+040 INV. 92.81 S = 2.11 % 0+080 5 5 0+120 INV. 91.31 S = 3.16 % 0+160 INV. 87.79 0+169.47 INV. 88.98 S = 1.00 % 0+200 P-5 0+240 INV. 87.03 0+245.04 P-7 90 85 75 70 80 100 95 150 mm 150 mm 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 150 mm 150 mm 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 150 mm 150 mm 150 mm. 150 mm. 150 mm. 150 mm. 150 mm 150 mm 150 mm 150 mm 150 mm. 150 mm. 150 mm. 150 mm 150 mm 150 mm. 150 mm 150 mm 150 mm 150 mm 200 mm. 150 mm. 200 mm. 150 mm. 150 mm. 200 mm. 150 mm 150 mm 150 mm 150 mm 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 150 mm 150 mm 150 mm 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 150 mm 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 200 mm. 150 mm 150 mm 150 mm 200 mm. 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 200 mm. 200 mm. 200 mm. 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 200 mm. 150 mm 150 mm 150 mm 200 mm. 150 mm 150 mm S = 0.85 % S = 1.00 % S = 1.00 % S = 0.80 % S = 0.80 % S = 1.00 % S = 0.98 % S = 0.98 % S = 0.98 % S = 0.98 % S = 0.98 % 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 200 mm 150 mm 150 mm 150 mm 200 mm 200 mm 200 mm 200 mm 200 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 150 mm 200 mm 200 mm 150 mm 200 mm ACCESORIOS VER DETALLE "A" DE ENTRADA EN EL CONO DE REDUCCION VER DETALLE "C" 0.15 POZO DE INSPECCION B VARIABLE LADRILLO RAFON A TESON AFINADO REPELLO Y VER DETALLE "B" MORTERO 1:2 1.20 0.40 0.60 NO SE DEBERAN INSTALAR TUBOS B 0.30 NOTA: 0.20 REPELLO EXTERIOR MORTERO 1:3 A TEZON LADRILLO MIN.=0.50 VARIABLE 0.80 0.20 0.80 1.20 0.20 DE ENTRADA EN EL CONO DE REDUCCION CONCRETO 210 Kg/cm. NO SE DEBERAN INSTALAR TUBOS POZO DE CAIDA MINIMO VER DETALLE "A" A P = 10% 1.20 0.15 A 0.15 b e d d2 1 NOTA: POZO DE CAIDA 2 CORTE A-A MORTERO 1:2 VER DETALLE "B" VER DETALLE "C" LADRILLO RAFON A TESON REPELLO Y AFINADO 0.60 0.40 VARIABLE 0.80 MORTERO 1:3 REPELLO POR FUERA 0.20 PRIMERAS HILADAS 0.60 0.30 0.10 ANILLO SUPERIOR POZO HALADERA VAR. #3" d 0.10 3#3 0.10 0.60 0.10 0.20 1.20 0.80 0.20 #2 @ 0.20 0.20 TAPADERA DE CONCRETO PARA POZOS DETALLE "C" H <= 4.00 m. #3 @ 25 cm. 4.00 m. < H < 5.50 m. #3 @ 20 cm. ELEVACION CIMENTACION POZOS DETALLE "A" a D 1.20 A TESON LADRILLO RAFON 0.20 H= VARIABLE BASE DE POZO H= ALTURA DE POZO 2.71-5.10 2.10 0.15 1.50-2.70 2.00 0.10 a D H D ELEVACION CONCRETO f'c=210 Kg/cm. 2 e 20" a 36" 16" 0.60 0.13 0.10 0.40 DIMENSIONES DE LA ESTRUCTURA DE 8" a 12" 8" 0.40 0.13 0.10 0.40 14" a 18" 12" 0.50 0.13 0.10 0.40 b a d2 d1 CAIDA DE POZOS c CORTE B-B 2% min. P=10% e a d 2 c d2 b Esc. 1:40 Esc. 1:50 Esc. 1:50 Esc. 1:50 Media caña Repello 1:6 y Afinado 1:2 E=0.05 Repello Exterior Mortero 1:6 y codaleado e=0.05 d" TAPADERA DE CONCRETO #3 @ 0.25 A/D 5 5 5 5 Estructura de ladrillo 5 5 2/3H Peldaños de 3/4" 5 5 5 5 5 5 H Total POZO DE INSPECCIÓN \U+2265 3.50mts PLANTA POZO DE INSPECION Ladrillo Rafon C C 5 5 5 5 RECUBRIMIENTO DE TUBERIA 5 5 H efectiva HALADERA DE 3/8" min.=2% REPELLO EXTERIOR CASQUETE CON UN ANILLO DE 3/8" d SISTEMA DE AGUAS NEGRAS 0.70 0.15 minimo 0.40 0.15 0.15 minimo 0.40 0.15 SECCION A-A AFINADO REPELLO Y TAPADERA CON REFUERZO DE 3/8" @ 0.10 EN A/S 0.07 CON REPELLO EXTERIOR E INTERIOR 0.10 LADRILLO RAFON EN SOGA VARIABLE min.=0.50 CONEXION DOMICILIARIA DE A.N. CAJA DE REGISTRO PARA 0.15 0.70 0.40 0.15 minimo min.=0.50 PLANTA 0.70 A A Esc. 1:40 DIAMETRO VARIABLE TUBO SOLIDO OPCION ''A'' (4"X6",8",10",12",15") YEE PLAN CR TUBO PVC 4" DETALLES TIPICOS FONDOS POZOS AGUAS NEGRAS (MEDIAS CAÑAS) DETALLE DE ZANJAS COMPACTADO AL MIN. DE 95% MATERIAL DEL SITIO (NO PEDREGOSO) TAMBIEN SE COLOCARA EN LAS CONEXIONES DOMICILIARIAS MATERIAL SELECTO 0.60 0.60 A 0.50 6" 8" DIAM. 4" A VEHICULARES MIN.=1.50 Diam. 0.10 0.15 PEATONALES MIN.=1.00 VARIABLE 1.- ACERO fy= 2800 Kg/cm. 2.- PINTAR CON DOS CAPAS DE MINIO ROJO VAR. # 6 d NOTAS: PELDAÑOS DETALLE "B" 2 0.07 r=0.05 0.25 0.30 Esc.1:25

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, complete, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, network, profiles, provision, sewage, specifications, topography, wasser bestimmung, water, wells