Plano Plan And Profile Drainage System DWG Plan for AutoCAD

Plane sewer system

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

Designer: cima’s engineers e.i.r.l., Chamber of drawers distribution box, scale:, Indicated, sheet:, Huachis, Huari, Ancash, San cristobal de tambo, December, school, Pisigranja, section, Pisigranja, section, View detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, school, Pisigranja, section, Pisigranja, section, View detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, school, Pisigranja, section, Pisigranja, section, View detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Section profile, Pipe data, Unicode unicode, Unicode, Unicode unicode, Grade, Pvc pipe, Pipe data, Unicode, Pvc pipe, Pipe data, Unicode, Grade, Pvc pipe, Unicode, Grade, Unicode, Unicode, Grade, Pvc pipe, Unicode, Unicode, Grade, Pvc pipe, Unicode, Grade, Pvc pipe, Unicode, Unicode, Grade, Unicode, Pvc pipe, Unicode, Pvc pipe, Unicode, Pvc pipe, Unicode, Pvc pipe, Unicode, Pvc pipe, Grade, Unicode, Pvc pipe, Unicode, school, Pisigranja, section, Pisigranja, section, View detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Section profile, Pipe data, Section profile, Pipe data, Section profile, Section profile, The treatment plant, Pvc pipe, scale:, sheet, draft, flat, approved, Ancash, Department:, province, Huari, Location, January of, Indicated, date, District municipality of san pedro de chana, General floor plans, district, San pedro de chana, location, reviewed, designer, callus, Improvement of the sanitary sewerage drinking water system of the district town of san pedro de, general plant, scale, View of percolator well plant, Camera of bars, Esc., Comes from the issuer, channel, Comes from the issuer, your B. Pvc, Minimum dimensions of brick, Details of stirrups, Min, Foundation, C.g, Ntn, section, scale, Rto, Foundation, C.g, Ntn, section, scale, Mortar cement sand, Joint mortar thickness, Brick kin kon type, Technical specifications, masonry, covering, Reinforced concrete, Columns, Beams joists, steel, concrete, Max cm, Cm., Together, Construction gasket, Compacted excavation to the proctor, Material compacted material, note:, The horizontal reinforcing steel, Will be with corrugated mm, Penetrate the columns of confines, Least minimum, Mined on vertical hook of, Cm of length at least., Colum, Containment elements, beam, cut, scale, cut, scale, Overcoming, Foundation, E.g., p.m., Ntn, Overcoming, Foundation, E.g., cut, scale, column, scale, Ntn, hinge, door frame, Iron anchor, angle of, Corrugated iron, Platinum, detail, scale, detail, scale, Black tube, hinge, Safety angles, Platinum, detail, scale, Indented, Wall detail, No column armor, C: h.g. Foundation, C: hr p.m. In overdrive, Used in filled foundations., For areas where there is no stone, mortar can be used, Cyclopean. In this case the matrix will be mortar, The quality of the materials will be the same as for the, For areas where there is no stone, mortar can be used, With a dosage of non-minor cement, Brick type iv, The standard masonry unit will be the concrete forest, Specific strength of the wall, In the mixture will be no less than the clean sand, In areas where no stone is used the mortar, Structural in this case the amount of cement, The rest of structures, Reinforced foundation, Foundation, Columns beams, Columns with other elements with, Smaller dimensions equal, Soil study, Foundation shall be defined by the, Depth bearing capacity, Astm steel, Technical specifications, reinforcing steel, Concrete cycle

Raw text data extracted from CAD file:

PROYECTISTA: CIMA'S INGENIEROS E.I.R.L. CAMARA DE REJAS Y CAJA DE DISTRIBUCION DE CAUDALES ESCALA: \W0.65726; INDICADA LAMINA: PT-01 HUACHIS HUARI ANCASH SAN CRISTOBAL DE TAMBO DICIEMBRE 2011 COLEGIO PISIGRANJA PISIGRANJA TRAMO N° 01 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 03 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 03 (RED SECUNDARIO) PISIGRANJA TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 05 (RED SECUNDARIO) TRAMO N° 06 TRAMO N° 07(RED SECUNDARIO) VER DETALLE DE DE ESTRCTURA DE CRUCE TRAMO N° 08 (RED 2970.00 2970.00 2970.00 2970.00 2970.00 2970.00 2975.00 2975.00 2975.00 2980.00 2985.00 2985.00 2985.00 2990.00 2990.00 2990.00 2995.00 2995.00 2995.00 2995.00 2995.00 2995.00 2995.00 3000.00 3000.00 3005.00 3005.00 3005.00 3005.00 3010.00 3010.00 3015.00 3015.00 3020.00 3020.00 3025.00 3030.00 3030.00 3035.00 3035.00 3040.00 3040.00 3045.00 3045.00 3045.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3055.00 3055.00 3055.00 3055.00 3060.00 3060.00 3065.00 3065.00 3070.00 3070.00 3075.00 3075.00 3080.00 3080.00 3080.00 3080.00 3085.00 3085.00 3085.00 3085.00 3085.00 3085.00 3090.00 3090.00 3090.00 3090.00 3090.00 3090.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3100.00 3100.00 3100.00 3100.00 3100.00 3100.00 3105.00 3105.00 3105.00 3105.00 3110.00 3110.00 3110.00 3110.00 3110.00 3110.00 3115.00 3115.00 3115.00 3115.00 3115.00 3115.00 3120.00 3120.00 3125.00 3125.00 3130.00 3130.00 3135.00 3135.00 3140.00 3140.00 3145.00 3145.00 3150.00 3150.00 3155.00 3155.00 3160.00 3160.00 3165.00 3165.00 3170.00 3170.00 3175.00 3175.00 3180.00 3180.00 3185.00 3185.00 3190.00 3190.00 3195.00 3195.00 3200.00 3200.00 3205.00 3205.00 3210.00 3210.00 3215.00 3215.00 3220.00 3220.00 3225.00 3225.00 3230.00 3230.00 3235.00 3235.00 3240.00 3240.00 3245.00 3245.00 3250.00 3250.00 3255.00 3255.00 CT:3056.40 H=1.20 CF:3055.20 Bz-14 CT:3066.47 H=1.20 CF:3065.27 Bz-13 CT:3056.02 H=1.65 CF:3054.37 Bz-15 TUBERIA PVC d160mm LONGITUD=43.31m S=1.74% CT:3054.40 H=1.00 CF:3053.40 Bz-16 TUBERIA PVC d160mm LONGITUD=20.23m S=5.91% CT:3054.05 H=1.50 CF:3052.55 Bz-17 TUBERIA PVC d160mm LONGITUD=26.06m S=2.09% CT:3053.37 H=1.20 CF:3052.17 Bz-18 TUBERIA PVC d160mm LONGITUD=24.88m S=1.92% CT:3049.77 H=1.20 CF:3048.57 Bz-06 TUBERIA PVC d160mm LONGITUD=31.91m S=11.45% CT:3034.67 H=1.20 CF:3033.47 Bz-07 CT:3019.43 H=1.20 CF:3018.23 Bz-08 CT:3009.55 H=1.20 CF:3008.35 Bz-09 CT:2994.60 H=1.20 CF:2993.40 Bz-11 CT:2987.60 H=1.20 CF:2986.40 Bz-12 CT:3007.19 H=1.20 CF:3005.99 Bz-23 CT:3005.37 H=1.20 CF:3004.17 Bz-24 TUBERIA PVC d160mm LONGITUD=34.67m S=5.27% CT:3002.61 H=1.20 CF:3001.41 Bz-25 CT:2999.05 H=1.20 CF:2997.85 Bz-26 CT:2998.00 H=1.20 CF:2996.80 Bz-27 TUBERIA PVC d160mm LONGITUD=30.07m S=3.50% CT:2997.71 H=1.20 CF:2996.51 Bz-28 TUBERIA PVC d160mm LONGITUD=47.35m S=0.61% TUBERIA PVC d160mm LONGITUD=33.30m S=8.28% CT:3011.18 H=1.20 CF:3009.98 Bz-21 CT:3009.75 H=1.20 CF:3008.55 Bz-22 TUBERIA PVC d160mm LONGITUD=20.13m S=7.09% TUBERIA PVC d160mm LONGITUD=12.58m S=20.34% CT:3022.55 H=1.20 CF:3021.35 Bz-19 CT:3021.43 H=1.20 CF:3020.23 Bz-20 TUBERIA PVC d160mm LONGITUD=35.41m S=3.17% TUBERIA PVC d160mm LONGITUD=18.61m S=10.73% CT:3006.85 H=1.20 CF:3005.65 Bz-31 CT:3006.47 H=1.20 CF:3005.27 Bz-32 TUBERIA PVC d160mm LONGITUD=14.76m S=2.61% CT:3001.35 H=1.20 CF:3000.15 Bz-33 TUBERIA PVC d160mm LONGITUD=20.93m S=24.45% CT:3004.41 H=1.20 CF:3003.21 Bz-29 CT:3002.56 H=1.20 CF:3001.36 Bz-30 TUBERIA PVC d160mm LONGITUD=29.58m S=6.25% CT:3098.44 H=1.20 CF:3097.24 Bz-01 CT:3068.49 H=1.20 CF:3067.29 Bz-03 CT:3062.18 H=1.20 CF:3060.98 Bz-04 CT:3058.44 H=1.20 CF:3057.24 Bz-05 TUBERIA PVC d160mm LONGITUD=59.94m S=14.47% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+189 CT:3076.32 H=1.20 CF:3075.12 Bz-02 TUBERIA PVC d160mm LONGITUD=49.36m S=45.45% TUBERIA PVC d160mm LONGITUD=49.29m S=15.90% TUBERIA PVC d160mm LONGITUD=40.12m S=15.72% TUBERIA PVC d160mm LONGITUD=68.52m S=5.46% TUBERIA PVC d160mm LONGITUD=40.88m S=37.27% TUBERIA PVC d160mm LONGITUD=23.64m S=41.81% CT:3000.00 H=1.20 CF:2998.80 Bz-10 TUBERIA PVC d160mm LONGITUD=43.49m S=21.95% TUBERIA PVC d160mm LONGITUD=15.65m S=34.50% TUBERIA PVC d160mm LONGITUD=18.34m S=7.35% TUBERIA PVC d160mm LONGITUD=16.92m S=15.15% TUBERIA PVC d160mm LONGITUD=23.90m S=11.55% TUBERIA PVC d160mm LONGITUD=31.23m S=11.37% TUBERIA PVC d160mm LONGITUD=47.22m S=14.77% TUBERIA PVC d160mm LONGITUD=41.45m S=36.44% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+000 0+020 0+040 0+054 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+233 0+000 0+020 0+040 0+046 0+000 0+020 0+040 0+054 CT:3057.71 H=1.20 CF:3056.51 Bz-14A TUBERIA PVC d160mm LONGITUD=22.41m S=5.83% CT:3057.90 H=1.20 CF:3056.70 Bz-14B TUBERIA PVC d160mm LONGITUD=10.00m S=1.94% CT:3075.30 H=1.20 CF:3074.10 Bz-14C TUBERIA PVC d160mm LONGITUD=38.53m S=45.17% 0+000 0+020 0+040 0+060 0+071 CT:3061.00 H=1.20 CF:3059.80 Bz-13A CT:3061.41 H=1.20 CF:3060.21 Bz-13B TUBERIA PVC d160mm LONGITUD=24.98m S=1.65% TUBERIA PVC d160mm LONGITUD=31.99m S=17.10% TUBERIA PVC d160mm LONGITUD=10.32m S=44.61% 0+000 0+020 0+025 SECUNDARIO) COLEGIO PISIGRANJA PISIGRANJA TRAMO N° 01 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 03 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 03 (RED SECUNDARIO) PISIGRANJA TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 05 (RED SECUNDARIO) TRAMO N° 06 TRAMO N° 07(RED SECUNDARIO) VER DETALLE DE DE ESTRCTURA DE CRUCE TRAMO N° 08 (RED 2970.00 2970.00 2970.00 2970.00 2970.00 2970.00 2975.00 2975.00 2975.00 2980.00 2985.00 2985.00 2985.00 2990.00 2990.00 2990.00 2995.00 2995.00 2995.00 2995.00 2995.00 2995.00 2995.00 3000.00 3000.00 3005.00 3005.00 3005.00 3005.00 3010.00 3010.00 3015.00 3015.00 3020.00 3020.00 3025.00 3030.00 3030.00 3035.00 3035.00 3040.00 3040.00 3045.00 3045.00 3045.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3055.00 3055.00 3055.00 3055.00 3060.00 3060.00 3065.00 3065.00 3070.00 3070.00 3075.00 3075.00 3080.00 3080.00 3080.00 3080.00 3085.00 3085.00 3085.00 3085.00 3085.00 3085.00 3090.00 3090.00 3090.00 3090.00 3090.00 3090.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3100.00 3100.00 3100.00 3100.00 3100.00 3100.00 3105.00 3105.00 3105.00 3105.00 3110.00 3110.00 3110.00 3110.00 3110.00 3110.00 3115.00 3115.00 3115.00 3115.00 3115.00 3115.00 3120.00 3120.00 3125.00 3125.00 3130.00 3130.00 3135.00 3135.00 3140.00 3140.00 3145.00 3145.00 3150.00 3150.00 3155.00 3155.00 3160.00 3160.00 3165.00 3165.00 3170.00 3170.00 3175.00 3175.00 3180.00 3180.00 3185.00 3185.00 3190.00 3190.00 3195.00 3195.00 3200.00 3200.00 3205.00 3205.00 3210.00 3210.00 3215.00 3215.00 3220.00 3220.00 3225.00 3225.00 3230.00 3230.00 3235.00 3235.00 3240.00 3240.00 3245.00 3245.00 3250.00 3250.00 3255.00 3255.00 CT:3056.40 H=1.20 CF:3055.20 Bz-14 CT:3066.47 H=1.20 CF:3065.27 Bz-13 CT:3056.02 H=1.65 CF:3054.37 Bz-15 TUBERIA PVC d160mm LONGITUD=43.31m S=1.74% CT:3054.40 H=1.00 CF:3053.40 Bz-16 TUBERIA PVC d160mm LONGITUD=20.23m S=5.91% CT:3054.05 H=1.50 CF:3052.55 Bz-17 TUBERIA PVC d160mm LONGITUD=26.06m S=2.09% CT:3053.37 H=1.20 CF:3052.17 Bz-18 TUBERIA PVC d160mm LONGITUD=24.88m S=1.92% CT:3049.77 H=1.20 CF:3048.57 Bz-06 TUBERIA PVC d160mm LONGITUD=31.91m S=11.45% CT:3034.67 H=1.20 CF:3033.47 Bz-07 CT:3019.43 H=1.20 CF:3018.23 Bz-08 CT:3009.55 H=1.20 CF:3008.35 Bz-09 CT:2994.60 H=1.20 CF:2993.40 Bz-11 CT:2987.60 H=1.20 CF:2986.40 Bz-12 CT:3007.19 H=1.20 CF:3005.99 Bz-23 CT:3005.37 H=1.20 CF:3004.17 Bz-24 TUBERIA PVC d160mm LONGITUD=34.67m S=5.27% CT:3002.61 H=1.20 CF:3001.41 Bz-25 CT:2999.05 H=1.20 CF:2997.85 Bz-26 CT:2998.00 H=1.20 CF:2996.80 Bz-27 TUBERIA PVC d160mm LONGITUD=30.07m S=3.50% CT:2997.71 H=1.20 CF:2996.51 Bz-28 TUBERIA PVC d160mm LONGITUD=47.35m S=0.61% TUBERIA PVC d160mm LONGITUD=33.30m S=8.28% CT:3011.18 H=1.20 CF:3009.98 Bz-21 CT:3009.75 H=1.20 CF:3008.55 Bz-22 TUBERIA PVC d160mm LONGITUD=20.13m S=7.09% TUBERIA PVC d160mm LONGITUD=12.58m S=20.34% CT:3022.55 H=1.20 CF:3021.35 Bz-19 CT:3021.43 H=1.20 CF:3020.23 Bz-20 TUBERIA PVC d160mm LONGITUD=35.41m S=3.17% TUBERIA PVC d160mm LONGITUD=18.61m S=10.73% CT:3006.85 H=1.20 CF:3005.65 Bz-31 CT:3006.47 H=1.20 CF:3005.27 Bz-32 TUBERIA PVC d160mm LONGITUD=14.76m S=2.61% CT:3001.35 H=1.20 CF:3000.15 Bz-33 TUBERIA PVC d160mm LONGITUD=20.93m S=24.45% CT:3004.41 H=1.20 CF:3003.21 Bz-29 CT:3002.56 H=1.20 CF:3001.36 Bz-30 TUBERIA PVC d160mm LONGITUD=29.58m S=6.25% CT:3098.44 H=1.20 CF:3097.24 Bz-01 CT:3068.49 H=1.20 CF:3067.29 Bz-03 CT:3062.18 H=1.20 CF:3060.98 Bz-04 CT:3058.44 H=1.20 CF:3057.24 Bz-05 TUBERIA PVC d160mm LONGITUD=59.94m S=14.47% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+189 CT:3076.32 H=1.20 CF:3075.12 Bz-02 TUBERIA PVC d160mm LONGITUD=49.36m S=45.45% TUBERIA PVC d160mm LONGITUD=49.29m S=15.90% TUBERIA PVC d160mm LONGITUD=40.12m S=15.72% TUBERIA PVC d160mm LONGITUD=68.52m S=5.46% TUBERIA PVC d160mm LONGITUD=40.88m S=37.27% TUBERIA PVC d160mm LONGITUD=23.64m S=41.81% CT:3000.00 H=1.20 CF:2998.80 Bz-10 TUBERIA PVC d160mm LONGITUD=43.49m S=21.95% TUBERIA PVC d160mm LONGITUD=15.65m S=34.50% TUBERIA PVC d160mm LONGITUD=18.34m S=7.35% TUBERIA PVC d160mm LONGITUD=16.92m S=15.15% TUBERIA PVC d160mm LONGITUD=23.90m S=11.55% TUBERIA PVC d160mm LONGITUD=31.23m S=11.37% TUBERIA PVC d160mm LONGITUD=47.22m S=14.77% TUBERIA PVC d160mm LONGITUD=41.45m S=36.44% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+000 0+020 0+040 0+054 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+233 0+000 0+020 0+040 0+046 0+000 0+020 0+040 0+054 CT:3057.71 H=1.20 CF:3056.51 Bz-14A TUBERIA PVC d160mm LONGITUD=22.41m S=5.83% CT:3057.90 H=1.20 CF:3056.70 Bz-14B TUBERIA PVC d160mm LONGITUD=10.00m S=1.94% CT:3075.30 H=1.20 CF:3074.10 Bz-14C TUBERIA PVC d160mm LONGITUD=38.53m S=45.17% 0+000 0+020 0+040 0+060 0+071 CT:3061.00 H=1.20 CF:3059.80 Bz-13A CT:3061.41 H=1.20 CF:3060.21 Bz-13B TUBERIA PVC d160mm LONGITUD=24.98m S=1.65% TUBERIA PVC d160mm LONGITUD=31.99m S=17.10% TUBERIA PVC d160mm LONGITUD=10.32m S=44.61% 0+000 0+020 0+025 SECUNDARIO) COLEGIO PISIGRANJA PISIGRANJA TRAMO N° 01 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 03 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 03 (RED SECUNDARIO) PISIGRANJA TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 05 (RED SECUNDARIO) TRAMO N° 06 TRAMO N° 07(RED SECUNDARIO) VER DETALLE DE DE ESTRCTURA DE CRUCE TRAMO N° 08 (RED 2970.00 2970.00 2970.00 2970.00 2970.00 2970.00 2975.00 2975.00 2975.00 2980.00 2985.00 2985.00 2985.00 2990.00 2990.00 2990.00 2995.00 2995.00 2995.00 2995.00 2995.00 2995.00 2995.00 3000.00 3000.00 3005.00 3005.00 3005.00 3005.00 3010.00 3010.00 3015.00 3015.00 3020.00 3020.00 3025.00 3030.00 3030.00 3035.00 3035.00 3040.00 3040.00 3045.00 3045.00 3045.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3055.00 3055.00 3055.00 3055.00 3060.00 3060.00 3065.00 3065.00 3070.00 3070.00 3075.00 3075.00 3080.00 3080.00 3080.00 3080.00 3085.00 3085.00 3085.00 3085.00 3085.00 3085.00 3090.00 3090.00 3090.00 3090.00 3090.00 3090.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3100.00 3100.00 3100.00 3100.00 3100.00 3100.00 3105.00 3105.00 3105.00 3105.00 3110.00 3110.00 3110.00 3110.00 3110.00 3110.00 3115.00 3115.00 3115.00 3115.00 3115.00 3115.00 3120.00 3120.00 3125.00 3125.00 3130.00 3130.00 3135.00 3135.00 3140.00 3140.00 3145.00 3145.00 3150.00 3150.00 3155.00 3155.00 3160.00 3160.00 3165.00 3165.00 3170.00 3170.00 3175.00 3175.00 3180.00 3180.00 3185.00 3185.00 3190.00 3190.00 3195.00 3195.00 3200.00 3200.00 3205.00 3205.00 3210.00 3210.00 3215.00 3215.00 3220.00 3220.00 3225.00 3225.00 3230.00 3230.00 3235.00 3235.00 3240.00 3240.00 3245.00 3245.00 3250.00 3250.00 3255.00 3255.00 CT:3056.40 H=1.20 CF:3055.20 Bz-14 CT:3066.47 H=1.20 CF:3065.27 Bz-13 CT:3056.02 H=1.65 CF:3054.37 Bz-15 TUBERIA PVC d160mm LONGITUD=43.31m S=1.74% CT:3054.40 H=1.00 CF:3053.40 Bz-16 TUBERIA PVC d160mm LONGITUD=20.23m S=5.91% CT:3054.05 H=1.50 CF:3052.55 Bz-17 TUBERIA PVC d160mm LONGITUD=26.06m S=2.09% CT:3053.37 H=1.20 CF:3052.17 Bz-18 TUBERIA PVC d160mm LONGITUD=24.88m S=1.92% CT:3049.77 H=1.20 CF:3048.57 Bz-06 TUBERIA PVC d160mm LONGITUD=31.91m S=11.45% CT:3034.67 H=1.20 CF:3033.47 Bz-07 CT:3019.43 H=1.20 CF:3018.23 Bz-08 CT:3009.55 H=1.20 CF:3008.35 Bz-09 CT:2994.60 H=1.20 CF:2993.40 Bz-11 CT:2987.60 H=1.20 CF:2986.40 Bz-12 CT:3007.19 H=1.20 CF:3005.99 Bz-23 CT:3005.37 H=1.20 CF:3004.17 Bz-24 TUBERIA PVC d160mm LONGITUD=34.67m S=5.27% CT:3002.61 H=1.20 CF:3001.41 Bz-25 CT:2999.05 H=1.20 CF:2997.85 Bz-26 CT:2998.00 H=1.20 CF:2996.80 Bz-27 TUBERIA PVC d160mm LONGITUD=30.07m S=3.50% CT:2997.71 H=1.20 CF:2996.51 Bz-28 TUBERIA PVC d160mm LONGITUD=47.35m S=0.61% TUBERIA PVC d160mm LONGITUD=33.30m S=8.28% CT:3011.18 H=1.20 CF:3009.98 Bz-21 CT:3009.75 H=1.20 CF:3008.55 Bz-22 TUBERIA PVC d160mm LONGITUD=20.13m S=7.09% TUBERIA PVC d160mm LONGITUD=12.58m S=20.34% CT:3022.55 H=1.20 CF:3021.35 Bz-19 CT:3021.43 H=1.20 CF:3020.23 Bz-20 TUBERIA PVC d160mm LONGITUD=35.41m S=3.17% TUBERIA PVC d160mm LONGITUD=18.61m S=10.73% CT:3006.85 H=1.20 CF:3005.65 Bz-31 CT:3006.47 H=1.20 CF:3005.27 Bz-32 TUBERIA PVC d160mm LONGITUD=14.76m S=2.61% CT:3001.35 H=1.20 CF:3000.15 Bz-33 TUBERIA PVC d160mm LONGITUD=20.93m S=24.45% CT:3004.41 H=1.20 CF:3003.21 Bz-29 CT:3002.56 H=1.20 CF:3001.36 Bz-30 TUBERIA PVC d160mm LONGITUD=29.58m S=6.25% CT:3098.44 H=1.20 CF:3097.24 Bz-01 CT:3068.49 H=1.20 CF:3067.29 Bz-03 CT:3062.18 H=1.20 CF:3060.98 Bz-04 CT:3058.44 H=1.20 CF:3057.24 Bz-05 TUBERIA PVC d160mm LONGITUD=59.94m S=14.47% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+189 CT:3076.32 H=1.20 CF:3075.12 Bz-02 TUBERIA PVC d160mm LONGITUD=49.36m S=45.45% TUBERIA PVC d160mm LONGITUD=49.29m S=15.90% TUBERIA PVC d160mm LONGITUD=40.12m S=15.72% TUBERIA PVC d160mm LONGITUD=68.52m S=5.46% TUBERIA PVC d160mm LONGITUD=40.88m S=37.27% TUBERIA PVC d160mm LONGITUD=23.64m S=41.81% CT:3000.00 H=1.20 CF:2998.80 Bz-10 TUBERIA PVC d160mm LONGITUD=43.49m S=21.95% TUBERIA PVC d160mm LONGITUD=15.65m S=34.50% TUBERIA PVC d160mm LONGITUD=18.34m S=7.35% TUBERIA PVC d160mm LONGITUD=16.92m S=15.15% TUBERIA PVC d160mm LONGITUD=23.90m S=11.55% TUBERIA PVC d160mm LONGITUD=31.23m S=11.37% TUBERIA PVC d160mm LONGITUD=47.22m S=14.77% TUBERIA PVC d160mm LONGITUD=41.45m S=36.44% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+000 0+020 0+040 0+054 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+233 0+000 0+020 0+040 0+046 0+000 0+020 0+040 0+054 CT:3057.71 H=1.20 CF:3056.51 Bz-14A TUBERIA PVC d160mm LONGITUD=22.41m S=5.83% CT:3057.90 H=1.20 CF:3056.70 Bz-14B TUBERIA PVC d160mm LONGITUD=10.00m S=1.94% CT:3075.30 H=1.20 CF:3074.10 Bz-14C TUBERIA PVC d160mm LONGITUD=38.53m S=45.17% 0+000 0+020 0+040 0+060 0+071 CT:3061.00 H=1.20 CF:3059.80 Bz-13A CT:3061.41 H=1.20 CF:3060.21 Bz-13B TUBERIA PVC d160mm LONGITUD=24.98m S=1.65% TUBERIA PVC d160mm LONGITUD=31.99m S=17.10% TUBERIA PVC d160mm LONGITUD=10.32m S=44.61% 0+000 0+020 0+025 E=278243m E=278243m E=278213m E=278213m E=278183m E=278183m E=278153m E=278153m E=278123m E=278123m E=278093m E=278093m E=278063m E=278063m E=278033m E=278033m E=278003m E=278003m E=277973m E=277973m E=277943m E=277943m E=277913m E=277913m E=277883m E=277883m E=277853m E=277853m E=277823m E=277823m E=277793m E=277793m E=277763m E=277763m E=277733m E=277733m E=277703m E=277703m E=277673m E=277673m N=8958341m N=8958341m N=8958311m N=8958311m N=8958281m N=8958281m N=8958251m N=8958251m N=8958221m N=8958221m N=8958251m N=8958251m N=8958161m N=8958161m N=8958131m N=8958131m N=8958101m N=8958101m N=8958071m N=8958071m N=8958041m N=8958041m N=8958191m N=8958191m SECUNDARIO) PERFIL DEL TRAMO N° 01 (RED \C5;ELEVACION \l3044.000 3048 3052 3056 3060 3064 3068 DATOS DE TUBERIA 0+000 3066.47 3065.27 0+010 3065.13 3063.56 0+020 3063.64 3061.85 0+030 3061.66 3060.14 0+040 3057.43 3056.22 0+050 3056.28 3055.06 0+060 3056.23 3054.89 0+070 3055.73 3054.71 0+080 3055.24 3054.54 0+090 3056.09 3054.18 0+100 3055.12 3053.59 0+110 3053.94 3053.16 0+120 3053.91 3052.95 0+130 3054.11 3052.74 0+140 3054.03 3052.54 0+150 3053.85 3052.35 0+160 3053.15 3051.85 0+170 3052.13 3050.71 0+180 3050.79 3049.56 0+188.69 3049.77 3048.57 \LCT:3056.02\l \f@Arial Unicode MS|b0|i0|c0|p34;H=1.65 \Fsimplex|c0;CF:3054.37 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-15 \LCT:3054.40\l \f@Arial Unicode MS|b0|i0|c0|p34;H=1.00 \Fsimplex|c0;CF:3053.40 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-16 \LCT:3053.37\l H=1.20 \Fsimplex|c0;CF:3052.17 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-18 \LCT:3054.05\l H=1.50 \Fsimplex|c0;CF:3052.55 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-17 \LCT:3066.47\l \f@Arial Unicode MS|b0|i0|c0|p34;H=1.20 \Fsimplex|c0;CF:3065.27 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-13 GRADE BREAK STA = 0+000.00 ELEV = 3065.269 GRADE BREAK STA = 0+105.85 ELEV = 3053.245 GRADE BREAK STA = 0+188.69 ELEV = 3048.567 TUBERIA PVC d160mm LONGITUD=31.91m S=11.34% TUBERIA PVC d160mm LONGITUD=24.88m S=1.52% TUBERIA PVC d160mm LONGITUD=26.06m S=3.30% TUBERIA PVC d160mm LONGITUD=43.31m S=1.86% \C5;ELEVACION \l2980.000 2984 2988 2992 2996 3000 3004 3008 3012 3016 3020 3024 3028 3032 3036 3040 3044 3048 3052 3056 3060 3064 3068 3072 3076 3080 3084 3088 3092 3096 3100 DATOS DE TUBERIA 0+010 3093.96 3092.86 0+020 3089.48 3088.32 0+030 3085.00 3083.77 0+040 3080.52 3079.23 0+050 3076.04 3074.87 0+060 3074.09 3073.28 0+070 3072.76 3071.69 0+080 3071.43 3070.10 0+090 3070.10 3068.51 0+100 3068.18 3066.93 0+110 3066.25 3065.36 0+120 3064.72 3063.78 0+130 3063.33 3062.21 0+140 3062.13 3060.77 0+150 3062.36 3060.22 0+160 3061.33 3059.68 0+170 3061.04 3059.13 0+180 3060.68 3058.58 0+190 3059.95 3058.04 0+200 3058.80 3057.49 0+210 3058.50 3056.70 0+220 3058.02 3055.26 0+230 3056.34 3053.81 0+240 3054.54 3052.36 0+250 3052.73 3050.92 0+260 3050.92 3049.47 0+270 3049.85 3047.41 0+280 3046.09 3043.77 0+290 3041.26 3040.12 0+300 3037.88 3036.48 0+310 3034.08 3032.82 0+320 3030.86 3029.10 0+330 3027.61 3025.37 0+340 3023.45 3021.64 0+350 3019.24 3017.90 0+360 3015.63 3013.71 0+370 3010.82 3009.53 0+380 3008.52 3006.70 0+390 3005.64 3004.51 0+400 3004.01 3002.31 0+410 3001.88 3000.12 0+420 2999.11 2997.51 0+430 2995.52 2994.06 0+440 2994.42 2992.12 0+450 2992.86 2990.64 0+460 2991.30 2989.17 0+470 2989.10 2987.69 \LCT:3062.18\l H=1.20 \Fsimplex|c0;CF:3060.98 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-04 \LCT:3098.44\l H=1.20 \Fsimplex|c0;CF:3097.24 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-01 \LCT:3076.32\l H=1.20 \Fsimplex|c0;CF:3075.12 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-02 \LCT:3068.49\l H=1.20 \Fsimplex|c0;CF:3067.29 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-03 \LCT:3058.44\l H=1.20 \Fsimplex|c0;CF:3057.24 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-05 \LCT:3049.77\l H=1.20 \Fsimplex|c0;CF:3048.57 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-06 \LCT:3034.67\l H=1.20 \Fsimplex|c0;CF:3033.47 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-07 \LCT:3019.43\l H=1.20 \Fsimplex|c0;CF:3018.23 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-08 \LCT:3009.55\l H=1.20 \Fsimplex|c0;CF:3008.35 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-09 \LCT:2987.60\l H=1.20 \Fsimplex|c0;CF:2986.40 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-12 TUBERIA PVC d160mm LONGITUD=49.36m S=45.45% TUBERIA PVC d160mm LONGITUD=49.29m S=15.90% TUBERIA PVC d160mm LONGITUD=40.12m S=15.72% TUBERIA PVC d160mm LONGITUD=58.52m S=6.40% TUBERIA PVC d160mm LONGITUD=59.94m S=14.47% TUBERIA PVC d160mm LONGITUD=41.45m S=36.44% TUBERIA PVC d160mm LONGITUD=40.88m S=37.27% TUBERIA PVC d160mm LONGITUD=23.64m S=41.81% TUBERIA PVC d160mm LONGITUD=43.49m S=21.95% TUBERIA PVC d160mm LONGITUD=15.65m S=34.50% TUBERIA PVC d160mm LONGITUD=47.22m S=17.40% \C5;ELEVACION \l3012.000 3016 3020 3024 3028 DATOS DE TUBERIA 0+010 3022.43 3020.88 0+020 3022.24 3020.57 0+030 3021.67 3020.25 0+040 3021.52 3019.58 0+050 3020.28 3018.51 \LCT:3019.43\l H=1.20 \Fsimplex|c0;CF:3018.23 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-08 GRADE BREAK STA = 0+000.00 ELEV = 3021.200 GRADE BREAK STA = 0+054.02 ELEV = 3018.081 TUBERIA PVC d160mm LONGITUD=35.41m S=3.17% TUBERIA PVC d160mm LONGITUD=18.61m S=10.73% \LCT:3022.55\l H=1.20 \Fsimplex|c0;CF:3021.35 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-19 \LCT:3021.43\l H=1.20 \Fsimplex|c0;CF:3020.23 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-20 GRADE BREAK STA = 0+000.00 ELEV = 3097.410 GRADE BREAK STA = 0+267.23 ELEV = 3048.423 GRADE BREAK STA = 0+373.19 ELEV = 3008.199 GRADE BREAK STA = 0+479.55 ELEV = 2986.278 \LCT:3049.77\l H=1.20 \Fsimplex|c0;CF:3048.57 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-06 \C5;ELEVACION \l2988.000 2992 2996 3000 3004 3008 3012 0+010 3010.10 3009.12 0+020 3009.74 3008.41 0+030 3007.27 3006.39 0+040 3006.74 3005.46 0+050 3007.03 3004.93 0+060 3005.82 3004.40 0+070 3005.28 3003.71 0+080 3004.19 3002.56 0+090 3002.81 3001.40 0+100 3000.90 3000.26 0+110 2999.99 2999.13 0+120 2999.75 2997.99 0+130 2997.88 2997.44 0+140 2997.69 2997.09 0+150 2997.92 2996.74 0+160 2997.60 2996.60 0+170 2997.24 2996.54 0+180 2997.42 2996.48 0+190 2997.20 2996.42 0+200 2997.72 2996.35 0+210 2996.35 2995.53 0+220 2995.72 2994.70 0+230 2994.87 2993.87 \LCT:2994.60\l H=1.20 \Fsimplex|c0;CF:2993.40 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-11 GRADE BREAK STA = 0+000.00 ELEV = 3009.828 GRADE BREAK STA = 0+122.50 ELEV = 2997.704 TUBERIA PVC d160mm LONGITUD=33.30m S=9.28% TUBERIA PVC d160mm LONGITUD=47.35m S=0.61% TUBERIA PVC d160mm LONGITUD=30.07m S=3.50% TUBERIA PVC d160mm LONGITUD=31.23m S=11.37% TUBERIA PVC d160mm LONGITUD=23.90m S=11.55% TUBERIA PVC d160mm LONGITUD=34.67m S=5.27% TUBERIA PVC d160mm LONGITUD=12.58m S=20.34% TUBERIA PVC d160mm LONGITUD=20.13m S=7.09% \LCT:2997.71\l H=1.20 \Fsimplex|c0;CF:2996.51 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-28 \LCT:2998.00\l H=1.20 \Fsimplex|c0;CF:2996.80 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-27 CT:2999.05 H=1.20 CF:2997.85 Bz-26 \LCT:3002.61\l H=1.20 \Fsimplex|c0;CF:3001.41 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-25 \LCT:3005.37\l H=1.20 \Fsimplex|c0;CF:3004.17 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-24 \LCT:3007.19\l H=1.20 \Fsimplex|c0;CF:3005.99 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-23 \LCT:3009.75\l H=1.20 \Fsimplex|c0;CF:3008.55 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-22 \LCT:3011.18\l H=1.20 \Fsimplex|c0;CF:3009.98 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-21 \C5;ELEVACION \l2992.000 2996 3000 3004 3008 3012 0+010 3004.29 3002.59 0+020 3003.27 3001.96 0+030 3002.56 3001.30 0+040 3000.99 2999.78 GRADE BREAK STA = 0+000.00 ELEV = 3003.212 GRADE BREAK STA = 0+046.50 ELEV = 2998.800 TUBERIA PVC d160mm LONGITUD=16.92m S=15.15% TUBERIA PVC d160mm LONGITUD=29.58m S=6.25% \LCT:3002.56\l H=1.20 \Fsimplex|c0;CF:3001.36 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-30 \LCT:3004.41\l H=1.20 \Fsimplex|c0;CF:3003.21 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-29 \C5;ELEVACION \l2992.000 2996 3000 3004 3008 3012 0+010 3006.35 3005.39 0+020 3005.21 3003.99 0+030 3003.48 3001.54 0+040 3000.44 2999.83 0+050 3000.58 2999.10 GRADE BREAK STA = 0+000.00 ELEV = 3005.651 GRADE BREAK STA = 0+054.03 ELEV = 2998.800 TUBERIA PVC d160mm LONGITUD=18.34m S=7.35% TUBERIA PVC d160mm LONGITUD=20.93m S=24.45% TUBERIA PVC d160mm LONGITUD=14.76m S=2.61% \LCT:3000.00\l H=1.20 \Fsimplex|c0;CF:2998.80 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-10 \LCT:3001.35\l H=1.20 \Fsimplex|c0;CF:3000.15 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-33 \LCT:3006.47\l H=1.20 \Fsimplex|c0;CF:3005.27 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-32 H=1.20 Bz -02 H=1.20 Bz -03 H=1.20 Bz -04 H=1.20 Bz -05 H=1.20 Bz -06 H=1.20 Bz -07 H=1.20 Bz -08 H=1.20 Bz -09 H=1.20 Bz -10 H=1.20 Bz -11 H=1.20m Bz -12 d=160mm L=59.94m \C5;S=14.47% d=160mm L=49.36m \C5;S=45.45% d=160mm L=49.29m \C5;S=15.90% d=160mm L=40.12m \C5;S=15.72% d=160mm L=68.52m \C5;S=5.46% d=160mm L=40.88m \C5;S=37.27% d=160mm L=23.64m \C5;S=41.81% d=160mm L=43.49m \C5;S=21.95% d=160mm L=15.65m \C5;S=34.50% d=160mm L=47.22m \C5;S=14.77% d=160mm L=41.45m \C5;S=36.44% H=1.20 Bz -20 d=160mm L=35.41m \C5;S=3.17% d=160mm L=18.61m \C5;S=10.73% H=1.20 Bz -22 H=1.20 Bz -23 H=1.20 Bz -24 H=1.20 Bz -25 H=1.20 Bz -26 H=1.20 Bz -27 H=1.20 Bz -28 d=160mm L=34.67m \C5;S=5.27% d=160mm L=30.07m \C5;S=3.50% d=160mm L=47.35m \C5;S=0.61% d=160mm L=33.30m \C5;S=8.28% d=160mm L=20.13m \C5;S=7.09% d=160mm L=12.58m \C5;S=20.34% d=160mm L=23.90m \C5;S=11.55% d=160mm L=31.23m \C5;S=11.37% H=1.20 Bz -30 d=160mm L=29.58m \C5;S=6.25% d=160mm L=16.92m \C5;S=15.15% H=1.20 Bz -32 H=1.20 Bz -33 d=160mm L=14.76m \C5;S=2.61% d=160mm L=20.93m \C5;S=24.45% d=160mm L=18.34m \C5;S=7.35% \LCT:3000.00\l H=1.20 \Fsimplex|c0;CF:2998.80 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-10 \LCT:2994.60\l H=1.20 \Fsimplex|c0;CF:2993.40 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-11 \LCT:3000.00\l H=1.20 \Fsimplex|c0;CF:2998.80 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-10 \LCT:3006.85\l H=1.20 \Fsimplex|c0;CF:3005.65 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-31 \LCT:3056.40\l H=1.20 \Fsimplex|c0;CF:3055.20 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-14 \C5;ELEVACION \l3048.000 3052 3056 3060 3064 3068 3072 3076 0+010 3071.26 3069.58 0+020 3066.58 3065.07 0+030 3061.89 3060.55 0+040 3057.79 3056.67 0+050 3057.59 3056.42 0+060 3056.84 3055.83 0+070 3056.08 3055.25 GRADE BREAK STA = 0+000.00 ELEV = 3074.099 GRADE BREAK STA = 0+070.94 ELEV = 3055.195 \LCT:3075.30\l H=1.20 \Fsimplex|c0;CF:3074.10 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-14C TUBERIA PVC d160mm LONGITUD=38.53m S=45.17% \LCT:3057.90\l H=1.20 \Fsimplex|c0;CF:3056.70 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-14B TUBERIA PVC d160mm LONGITUD=10.00m S=1.94% \LCT:3057.71\l H=1.20 \Fsimplex|c0;CF:3056.51 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-14A TUBERIA PVC d160mm LONGITUD=22.41m S=5.83% \LCT:3056.40\l H=1.20 \Fsimplex|c0;CF:3055.20 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-14 H=1.20 Bz -14B H=1.20 Bz -14A d=160mm L=22.41m \C5;S=5.83% d=160mm L=10.00m \C5;S=1.94% d=160mm L=38.53m \C5;S=45.17% H=1.20 Bz -13 H=1.20 Bz -13A H=1.20 Bz -14 H=1.65 Bz -15 H=1.00 Bz -16 H=1.50 Bz -17 H=1.20 Bz -18 H=1.20m Bz -06 d=160mm L=43.31m \C5;S=1.74% d=160mm L=20.23m \C5;S=5.91% d=160mm L=26.06m \C5;S=2.09% d=160mm L=24.88m \C5;S=1.92% d=160mm L=31.91m \C5;S=11.45% d=160mm L=31.99m \C5;S=17.10% d=160mm L=10.32m \C5;S=44.61% TUBERIA PVC d160mm LONGITUD=31.99m S=17.10% \LCT:3061.00\l H=1.20 \Fsimplex|c0;CF:3059.80 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-13A TUBERIA PVC d160mm LONGITUD=10.32m S=44.61% \C5;ELEVACION \l3052.000 3056 3060 3064 3068 0+000 3061.41 3060.21 0+010 3061.60 3060.05 0+020 3061.61 3059.88 0+024.98 3061.00 3059.80 GRADE BREAK STA = 0+000.00 ELEV = 3060.213 GRADE BREAK STA = 0+024.98 ELEV = 3059.800 \LCT:3061.00\l H=1.20 \Fsimplex|c0;CF:3059.80 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-13A TUBERIA PVC d160mm LONGITUD=24.98m S=1.65% \LCT:3061.41\l H=1.20 \Fsimplex|c0;CF:3060.21 \f@Arial Unicode MS|b0|i0|c0|p34;\C82;Bz-13B H=1.20 Bz -13B H=1.20 Bz -13A d=160mm L=24.98m \C5;S=1.65% COLEGIO PISIGRANJA PISIGRANJA TRAMO N° 01 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 01 (RED PRIMARI0) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 02(RED SECUNDARIO) TRAMO N° 03 (RED SECUNDARIO) PISIGRANJA TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 04 (RED SECUNDARIO) TRAMO N° 05 (RED SECUNDARIO) TRAMO N° 06 TRAMO N° 07(RED SECUNDARIO) VER DETALLE DE DE ESTRCTURA DE CRUCE TRAMO N° 08 (RED 2970.00 2970.00 2970.00 2970.00 2970.00 2970.00 2975.00 2975.00 2975.00 2980.00 2985.00 2985.00 2985.00 2990.00 2990.00 2990.00 2995.00 2995.00 2995.00 2995.00 2995.00 2995.00 3000.00 3000.00 3005.00 3005.00 3005.00 3005.00 3010.00 3010.00 3015.00 3015.00 3020.00 3020.00 3025.00 3030.00 3030.00 3035.00 3035.00 3040.00 3040.00 3045.00 3045.00 3045.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3055.00 3055.00 3055.00 3055.00 3060.00 3060.00 3065.00 3065.00 3070.00 3070.00 3075.00 3075.00 3080.00 3080.00 3080.00 3080.00 3085.00 3085.00 3085.00 3085.00 3085.00 3085.00 3090.00 3090.00 3090.00 3090.00 3090.00 3090.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3095.00 3100.00 3100.00 3100.00 3100.00 3100.00 3100.00 3105.00 3105.00 3105.00 3105.00 3110.00 3110.00 3110.00 3110.00 3110.00 3110.00 3115.00 3115.00 3115.00 3115.00 3115.00 3115.00 3120.00 3120.00 3125.00 3125.00 3130.00 3130.00 3135.00 3135.00 3140.00 3140.00 3145.00 3145.00 3150.00 3150.00 3155.00 3155.00 3160.00 3160.00 3165.00 3165.00 3170.00 3170.00 3175.00 3175.00 3180.00 3180.00 3185.00 3185.00 3190.00 3190.00 3195.00 3195.00 3200.00 3200.00 3205.00 3205.00 3210.00 3210.00 3215.00 3215.00 3220.00 3220.00 3225.00 3225.00 3230.00 3230.00 3235.00 3235.00 3240.00 3240.00 3245.00 3245.00 3250.00 3250.00 3255.00 3255.00 CT:3056.40 H=1.20 CF:3055.20 Bz-14 CT:3066.47 H=1.20 CF:3065.27 Bz-13 CT:3056.02 H=1.65 CF:3054.37 Bz-15 TUBERIA PVC d160mm LONGITUD=43.31m S=1.86% CT:3054.40 H=1.00 CF:3053.40 Bz-16 TUBERIA PVC d160mm LONGITUD=20.23m S=4.85% CT:3054.05 H=1.50 CF:3052.55 Bz-17 TUBERIA PVC d160mm LONGITUD=26.06m S=3.3% CT:3053.37 H=1.20 CF:3052.17 Bz-18 TUBERIA PVC d160mm LONGITUD=24.88m S=1.52% CT:3049.77 H=1.20 CF:3048.57 Bz-06 TUBERIA PVC d160mm LONGITUD=31.91m S=11.34% CT:3034.67 H=1.20 CF:3033.47 Bz-07 CT:3019.43 H=1.20 CF:3018.23 Bz-08 CT:3009.55 H=1.20 CF:3008.35 Bz-09 CT:2994.60 H=1.20 CF:2993.40 Bz-11 CT:2987.60 H=1.20 CF:2986.40 Bz-12 CT:3007.19 H=1.20 CF:3005.99 Bz-23 CT:3005.37 H=1.20 CF:3004.17 Bz-24 TUBERIA PVC d160mm LONGITUD=34.67m S=5.27% CT:3002.61 H=1.20 CF:3001.41 Bz-25 CT:2999.05 H=1.20 CF:2997.85 Bz-26 CT:2998.00 H=1.20 CF:2996.80 Bz-27 TUBERIA PVC d160mm LONGITUD=30.07m S=3.50% CT:2997.71 H=1.20 CF:2996.51 Bz-28 TUBERIA PVC d160mm LONGITUD=47.35m S=0.61% TUBERIA PVC d160mm LONGITUD=33.30m S=9.28% CT:3011.18 H=1.20 CF:3009.98 Bz-21 CT:3009.75 H=1.20 CF:3008.55 Bz-22 TUBERIA PVC d160mm LONGITUD=20.13m S=7.09% TUBERIA PVC d160mm LONGITUD=12.58m S=20.34% CT:3022.55 H=1.20 CF:3021.35 Bz-19 CT:3021.43 H=1.20 CF:3020.23 Bz-20 TUBERIA PVC d160mm LONGITUD=35.41m S=3.17% TUBERIA PVC d160mm LONGITUD=18.61m S=10.73% CT:3006.85 H=1.20 CF:3005.65 Bz-31 CT:3006.47 H=1.20 CF:3005.27 Bz-32 TUBERIA PVC d160mm LONGITUD=14.76m S=2.61% CT:3001.35 H=1.20 CF:3000.15 Bz-33 TUBERIA PVC d160mm LONGITUD=20.93m S=24.45% CT:3004.41 H=1.20 CF:3003.21 Bz-29 CT:3002.56 H=1.20 CF:3001.36 Bz-30 TUBERIA PVC d160mm LONGITUD=29.58m S=6.25% CT:3098.44 H=1.20 CF:3097.24 Bz-01 CT:3068.49 H=1.20 CF:3067.29 Bz-03 CT:3062.18 H=1.20 CF:3060.98 Bz-04 CT:3058.44 H=1.20 CF:3057.24 Bz-05 TUBERIA PVC d160mm LONGITUD=59.94m S=14.47% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+189 CT:3076.32 H=1.20 CF:3075.12 Bz-02 TUBERIA PVC d160mm LONGITUD=49.36m S=45.45% TUBERIA PVC d160mm LONGITUD=49.29m S=15.90% TUBERIA PVC d160mm LONGITUD=40.12m S=15.72% TUBERIA PVC d160mm LONGITUD=58.52m S=6.40% TUBERIA PVC d160mm LONGITUD=40.88m S=37.27% TUBERIA PVC d160mm LONGITUD=23.64m S=41.81% CT:3000.00 H=1.20 CF:2998.80 Bz-10 TUBERIA PVC d160mm LONGITUD=43.49m S=21.95% TUBERIA PVC d160mm LONGITUD=15.65m S=34.50% TUBERIA PVC d160mm LONGITUD=18.34m S=7.35% TUBERIA PVC d160mm LONGITUD=16.92m S=15.15% TUBERIA PVC d160mm LONGITUD=23.90m S=11.55% TUBERIA PVC d160mm LONGITUD=31.23m S=11.37% TUBERIA PVC d160mm LONGITUD=47.22m S=17.40% TUBERIA PVC d160mm LONGITUD=41.45m S=36.44% 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+000 0+020 0+040 0+054 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+233 0+000 0+020 0+040 0+046 0+000 0+020 0+040 0+054 CT:3057.71 H=1.20 CF:3056.51 Bz-14A TUBERIA PVC d160mm LONGITUD=22.41m S=5.83% CT:3057.90 H=1.20 CF:3056.70 Bz-14B TUBERIA PVC d160mm LONGITUD=10.00m S=1.94% CT:3075.30 H=1.20 CF:3074.10 Bz-14C TUBERIA PVC d160mm LONGITUD=38.53m S=45.17% 0+000 0+020 0+040 0+060 0+071 CT:3061.00 H=1.20 CF:3059.80 Bz-13A CT:3061.41 H=1.20 CF:3060.21 Bz-13B TUBERIA PVC d160mm LONGITUD=24.98m S=1.65% TUBERIA PVC d160mm LONGITUD=31.99m S=17.10% TUBERIA PVC d160mm LONGITUD=10.32m S=44.61% 0+000 0+020 0+025 E=278243m E=278243m E=278213m E=278213m E=278183m E=278183m E=278153m E=278153m E=278123m E=278123m E=278093m E=278093m E=278063m E=278063m E=278033m E=278033m E=278003m E=278003m E=277973m E=277973m E=277943m E=277943m E=277913m E=277913m E=277883m E=277883m E=277853m E=277853m E=277823m E=277823m E=277793m E=277793m E=277763m E=277763m E=277733m E=277733m E=277703m E=277703m E=277673m E=277673m N=8958341m N=8958341m N=8958311m N=8958311m N=8958281m N=8958281m N=8958251m N=8958251m N=8958221m N=8958221m N=8958251m N=8958251m N=8958161m N=8958161m N=8958131m N=8958131m N=8958101m N=8958101m N=8958071m N=8958071m N=8958041m N=8958041m N=8958191m N=8958191m PERFIL DEL TRAMO N° 02 (RED SECUNDARIO) PERFIL DEL TRAMO N° 03 (RED SECUNDARIO) DATOS DE TUBERIA PERFIL DEL TRAMO N° 04 (RED SECUNDARIO) DATOS DE TUBERIA DATOS DE TUBERIA DATOS DE TUBERIA DATOS DE TUBERIA PERFIL DEL TRAMO N° 05 (RED SECUNDARIO) PERFIL DEL TRAMO N° 06 (RED SECUNDARIO) PERFIL DEL TRAMO N° 07 (RED SECUNDARIO) PERFIL DEL TRAMO N° 08 (RED SECUNDARIO) \C16;ESCALA 1/1250 \C16;ESCALA 1/1250 \C16;ESCALA 1/500 PERFIL DEL TRAMO N° 01 (RED A LA PLANTA DE TRATAMIENTO TUBERIA PVC d160mm LONGITUD=20.23m S=4.85% PRIMARIO) SECUNDARIO) PRIMARIO) Escala: Lamina : PG-SD-01 Proyecto : Plano : Aprobado : ANCASH Departamento: Provincia : HUARI Ubicacion : ENERO DE 2013 INDICADA Fecha : MUNICIPALIDAD DISTRITAL DE SAN PEDRO DE CHANÁ PLANTA GENERAL Y PERFILES (SIST. DE DESAGUE) Distrito : SAN PEDRO DE CHANA LOCALIDAD : Revisado : Proyectista : CALLO \W4.70158; MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE Y \W4.70158; ALCANTARILLADO SANITARIO DE LA LOCALIDAD DE CALLO, DISTRITO \W4.70158; DE SAN PEDRO DE CHANA-HUARI-ANCASH” \A1;.60 \A1;.60 PLANTA GENERAL ESCALA : 1 / 2,000 L L R .60 .50 1.00 1.50 \A1;0.15 .60 .50 1.00 1.50 \A1;0.15 \A1;0.15 .50 .60 0.10 .60 .60 1.40 \A1;0.25 \A1;0.15 \A1;0.25 .80 .60 \A1;0.15 3.05 .30 3.30 3.10 2.25 .30 3.30 VISTA EN PLANTA DE POZO PERCOLADOR S= 2% CAMARA DE REJAS Esc. 1/20 \W5.07181; Viene del Emisor Canal by-pass 2% 5 5 S= 1.5% S= 1.5% 2985.00 2990.00 2995.00 Bz-12 0+460 0+000 0+001 0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 0+012 0+013 0+014 0+015 0+016 0+017 0+018 0+019 0+020 0+021 0+000 0+001 0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 0+012 0+013 0+014 0+015 0+016 0+017 0+018 0+019 0+020 0+021 0+022 0+023 0+024 0+025 0+026 0+027 0+028 0+029 0+030 0+031 0+032 0+033 0+034 0+035 0+036 0+037 0+038 0+039 0+040 0+041 0+042 0+043 .76 2.25 .76 .25 2.50 .30 3.05 .25 .25 3.00 3.00 .55 .25 2.50 .30 3.05 .25 3.00 .55 .25 2.50 .30 3.05 .25 2.50 .30 3.05 .30 .30 \A1;0.15 \A1;0.76 2% 2% \W5.07181; Viene del Emisor TUB. PVC 6" TUB. PVC 6" DIMENSIONES MINIMAS DE LADRILLO 2.5cm. 8mm. 10cm DETALLES DE ESTRIBOS 3.0cm. 3/8" 15cm 1/4" 7.5cm 2.0cm. min R d L 5 L R 5 0.5 1.0 1.5 0.1500000000232831 CIMIENTO CORRIDO Cº 1:10+30% P.G NTN SECCION 1-1 ESCALA : 1 / 20 [] Ø 1/4" 1@ 0.05, 4@ 0.10, 2@.15, Rto @.25 c/ext. c/tramo 5 0.5 0.9988582469522953 1.498858246952295 CIMIENTO CORRIDO Cº 1:10+30% P.G NTN SECCION 2-2 ESCALA : 1 / 20 MORTERO CEMENTO ARENA ESPESOR JUNTA MORTERO LADRILLO KIN KON TIPO V ESPECIFICACIONES TECNICAS ALBAÑILERIA RECUBRIMIENTO CONCRETO ARMADO COLUMNAS VIGAS Y VIGUETAS ACERO CONCRETO F`n = 55 Kg/cm2 F`c = 210 Kg/cm2 Fy = 4200 Kg/cm2 1 : 5 max 2 cm 4 cm 2.5 cm. JUNTAS JUNTA DE CONSTRUCCION e = 5 cm excavación compactado al 95 % Proctor Material compactado : Material de la NOTA: El acero de refuerzo Horizontal seran con varillas corrugadas de 6 mm penetraran en las columnas de confina miento, como minimo 50 cm y ter minaran en gancho a 90° vertical de 10 cm de longitud como minimo. COLUMA C1 ELEMENTOS DE CONFINAMIENTO VIGA V1 0.25 0.25 0.15 0.15 0.15 0.15 [ ] Ø1/4" 2@.05, 3@.10, 1@.15 R@20 a/e 4 d 1/2" [ ] Ø1/4" 2@.05, 3@.15, 4 d 1/2" 0.25 0.25 2Ø1/2" 2Ø1/2" 5 5 5 5 5 2Ø1/2" 2Ø1/2" 1@.15 R@20 a/e CORTE 2-2 ESCALA : 1 / 15 CORTE 1-1 ESCALA : 1 / 20 SOBRECIMIENTO CIMENTACION C° 1:10 + 30% P.G. C° 1:8 + 25% P.M. NTN +0.00 0.7999999932944775 SOBRECIMIENTO CIMENTACION C° 1:10 + 30% P.G. 04 d1/2" 5 0.150000000372529 CORTE 3-3 ESCALA : 1 / 50 COLUMNA C1 ESCALA : 1 / 50 NTN +0.00 0.4999999944120646 5 5 V1 BISAGRA (Detalle 2a) MARCO DE LA PUERTA ANCLAJE DE FIERRO DE Ø 3/8" DEL ANGULO DE 1 1/2" x 1 1/2" x 1/8" PLANCHA ACANALADA DE 1/27" PLATINA DE 1" x 1/8" DETALLE 2 ESCALA : 1 / 2.5 DETALLE 2a (Bisagra) ESCALA : 1 / 2.5 5 TUBO NEGRO DE 2 1/2" BISAGRA ANGULOS DE SEGURIDAD DE 1" x 1" x 1/8" PLATINA DE 1/2" x 3/16" DETALLE 1 ESCALA : 1 / 2.5 ENDENTADO DETALLE DE MURO NO FIGURA ARMADURA DE COLUMNA f'c= C:H 1:10 + 30% P.G. CIMIENTO CORRIDO f'c= C:H 1:8 + 25% P.M. EN SOBRECIMIENTO CORRIDO UTILIZADO EN CIMIENTOS CORRIDO Y RELLENOS. PARA ZONAS DONDE NO EXISTA PIEDRA SE PODRA UTILIZAR EL MORTERO CICLOPEO. EN ESTE CASO LA MATRIZ SERA MORTERO f'c= 100Kg/cm2. Y LA CALIDAD DE LOS MATERIALES SERAN LOS MISMOS QUE PARA EL PARA ZONAS DONDE NO EXISTA PIEDRA SE PODRA UTILIZAR EL MORTERO CEMENTO/ARENA, CON UNA DOSIFICACION DE CEMENTO NO MENOR TIPO I (f'b= 140Kg/cm2.) o LADRILLO TIPO IV 13x9x24 LA UNIDAD DE ALBAÑILERIA NORMALIZADA SERA EL BOSQUE DE CONCRETO RESISTENCIA ESPECIFICA DEL MURO f'm= 45Kg/cm2. EN LA MEZCLA SERA NO MENOR DE 467 Kg/m3. Y LA ARENA LIMPIA EN ZONAS DONDE NO EXISTA PIEDRA SE UTILIZARA EL MORTERO ESTRUCTURAL CEMENTO/ARENA. EN ESTE CASO LA CANTIDAD DE CEMENTO f'c= 210Kg/cm2. EL RESTO DE ESTRUCTURAS (VIGAS Y COLUMNAS) f'c= 175Kg/cm2. EN CIMIENTO REFORZADO CIMENTACION 7.5cm. : COLUMNAS Y VIGAS PERALTADAS : 4cm. COLUMNETAS Y DEMAS ELEMENTOS CON DIMENSIONES MENOR O IGUAL A 13cm : 2cm, ESTUDIO DE SUELOS (1.7 Kg/cm2.) DE CIMENTACION ESTARA DEFINIDA POR EL : LA CAPACIDAD PORTANTE Y PROFUNDIDAD : ACERO ASTM GRADO 60, fy=4,200 Kg/cm2. ESPECIFICACIONES TECNICAS ACERO DE REFUERZO CONCRETO CICLOPEO CONCRETO SIMPLE DE BAJA RESISTENCIA DE 240 Kg/m3. CONCRETO ESTRUCTURAL f'c= 100Kg/cm2. CON UN MAXIMO DE VACIOS DE 30%. ALBAÑILERIA TIPO MORTERO : 1:4 (C:A) CUMPLIRA CON LA NORMA ASTM C-33. CONCRETOS : CONCRETO ESTRUCTURAL RECUBRIMIENTOS SUELO 2 2 tarrajeadas Vigas 2Ø1/2" 2Ø1/2" Varilla. 6mm @4 hileras 0.50 0.50 0.50 0.50 0.50 0.50 tarrajeadas columnas 5 5 5 5 5 5 5 CIMIENTO SOBRECIMIENTO CIMIENTO SOBRECIMIENTO SOBRECIMIENTO SOBRECIMIENTO 2Ø1/2" 2Ø1/2" 0.50 0.50 0.50 0.50 0.50 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" Varilla. 6mm @4 hileras Varilla. 6mm @4 hileras Varilla. 6mm @4 hileras Varilla. 6mm @4 hileras Varilla. 6mm @4 hileras 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1 1 1 1 5 5 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 0.50 ELEVACION CERCO PERIMETRICO DE LADRILLO 02 PAÑOS ESCALA : 1 / 50 DETALLE DE CONFINAMIENTO DE MUROS (02PAÑOS) ESCALA : 1 / 50 JUNTA DE DILATACION E=2PULG. 5 5 3 3 3 3 JUNTA DE DILATACION E=2PULG. tarrajeadas Vigas tarrajeadas columnas 5 5 5 5 5 JUNTA DE DILATACION E=2PULG. 5 5 JUNTA DE DILATACION E=2PULG. Varilla. 6mm @4 hileras 0.50 0.50 0.50 CIMIENTO SOBRECIMIENTO SOBRECIMIENTO SOBRECIMIENTO 2Ø1/2" 2Ø1/2" 0.50 0.50 0.50 0.50 0.50 2Ø1/2" 2Ø1/2" 2Ø1/2" Varilla. 6mm @4 hileras Varilla. 6mm @4 hileras Varilla. 6mm @4 hileras 0.50 0.50 0.50 0.50 0.50 0.50 1 1 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 0.50 DETALLE DE CONFINAMIENTO DE MUROS ESCALA : 1 / 50 3 3 0.50 0.50 CIMIENTO CIMIENTO ELEVACION CERCO PERIMETRICO DE LADRILLO ESCALA : 1 / 50 5 5 5 5 5 5 5 5 5 5 10 d3/8" ELEMENTOS DE CONFINAMIENTO COLUMA C-2 [] Ø 1/4" 1@ 0.05, 4@ 0.10, 2@.15, Rto @.25 c/ext. c/tramo ESCALA : 1 / 50 5 5 1.399999996647239 5 9 cm 24 cm 13 cm 2 2 C-2 C-2 C-2 C-2 VP 1 1 1 1 3.099999999627471 0.3000000007450581 DETALLE PUERTA INGRESO ESCALA : 1 / 75 CIMENTACION ESCALA : 1 / 75 PLANCHA ACANALADA DE 1/27" VIGAS ESCALA : 1 / 75 5 5 5 2.249999999941792 3.300000002607703 ANGULO DE 1" x 1" x 1/8" DETALLE 2 CHAPA FORTE DE 3 GOLPES PUERTA INGRESO 01 ESCALA : 1 / 25 5 Elevation Elevation Station PERFIL HIDRAULICO DE LA PLANTA DE TRATMIENTO 2982 2983 2984 2985 2986 2987 2988 0+000 Gemoetria Horizontal 0+001 2987.31 2987.31 0+002 2986.98 2986.98 0+003 2986.83 2986.83 0+004 2986.84 2986.84 0+005 2986.84 2986.84 0+006 2986.81 2986.81 0+007 2986.76 2986.76 0+008 2986.72 2986.72 0+009 2986.68 2986.68 0+010 2986.64 2986.64 0+011 2986.63 2986.63 0+012 2986.64 2986.64 0+013 2986.56 2986.56 0+014 2986.25 2986.25 0+015 2985.92 2985.92 0+016 2985.58 2985.58 0+017 2985.24 2985.24 0+018 2984.90 2984.90 0+019 2984.53 2984.53 0+020 2984.13 2984.13 Elevation Station PERFIL CERCO PERIMETRICO 2980 2981 2982 2983 2984 2985 2986 2987 2988 2989 2990 2980 2981 2982 2983 2984 2985 2986 2987 2988 2989 2990 0+000 0+020 0+040 0+043 0+001 2984.37 2984.37 0+002 2984.32 2984.32 0+003 2984.22 2984.22 0+004 2984.13 2984.13 0+005 2984.03 2984.03 0+006 2983.93 2983.93 0+007 2983.84 2983.84 0+008 2983.74 2983.74 0+009 2983.70 2983.70 0+010 2983.69 2983.69 0+011 2983.82 2983.82 0+012 2984.12 2984.12 0+013 2984.44 2984.44 0+014 2984.78 2984.78 0+015 2985.21 2985.21 0+016 2985.65 2985.65 0+017 2986.09 2986.09 0+018 2986.54 2986.54 0+019 2987.00 2987.00 0+020 2987.39 2987.39 0+021 2987.65 2987.65 0+022 2987.70 2987.70 0+023 2987.71 2987.71 0+024 2987.67 2987.67 0+025 2987.63 2987.63 0+026 2987.58 2987.58 0+027 2987.54 2987.54 0+028 2987.50 2987.50 0+029 2987.50 2987.50 0+030 2987.51 2987.51 0+031 2987.52 2987.52 0+032 2987.41 2987.41 0+033 2987.31 2987.31 0+034 2987.33 2987.33 0+035 2987.23 2987.23 0+036 2986.63 2986.63 0+037 2986.25 2986.25 0+038 2985.91 2985.91 0+039 2985.57 2985.57 0+040 2985.23 2985.23 0+041 2984.89 2984.89 0+042 2984.55 2984.55 L=3.77m L=6.80m L=3.55m L=7.10m L=10.05m L=3.52m L=7.89m L=2.41m L=0.40m L=0.68m L=2.35m L=0.36m L=5.70m L=0.72m L=0.70m L=0.56m L=4.60m L=1.28m L=1.08m Vertical 0.00% -19.62% -0.20% 141.28% 0.00% 389.21% 0.00% 546.02% -1.54% 105.58% 0.00% -150.77% 0.00% -386.85% 0.00% 0.00% -463.33% 0.00% Gemoetria Horizontal VISTA EN PLANTA DE LA PLANTA DE TRATMIENTO 2982 2983 2984 2985 2986 2987 2988 VISTA EN PLANTA DE POZO PERCOLADOR S= 2% CAMARA DE REJAS Esc. 1/20 \W5.07181; Viene del Emisor Canal by-pass S= 1.5% 2985.00 2990.00 2995.00 Bz-12 0+460 0+000 0+001 0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 0+012 0+013 0+014 0+000 0+001 0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 0+012 0+013 0+014 0+015 0+016 0+017 0+018 0+019 0+020 0+021 0+022 0+023 0+024 0+025 0+026 0+027 0+028 0+029 0+030 0+031 0+032 0+033 0+034 0+035 0+036 0+037 0+038 0+039 0+040 0+041 0+042 0+043 2% 2% 0+000 0+001 0+002 0+003 \W1.30952; EFLUENTE HACIA EL RIO \W1.95238; L=150M \W1.30952; EFLUENTE HACIA EL RIO \W1.95238; L=150M Escala: Lamina : PG-SD-02 Proyecto : Plano: Aprobado : ANCASH Departamento: Provincia : HUARI Ubicacion : ENERO DE 2013 INDICADA Fecha : MUNICIPALIDAD DISTRITAL DE SAN PEDRO DE CHANÁ PERFIL HIDRAULICO - CERCO PERIMETRICO Y DETALLES Distrito : SAN PEDRO DE CHANA LOCALIDAD : Revisado : Proyectista : CALLO \W4.70158; MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE Y \W4.70158; ALCANTARILLADO SANITARIO DE LA LOCALIDAD DE CALLO, DISTRITO \W4.70158; DE SAN PEDRO DE CHANA-HUARI-ANCASH” ESCALA:1/75 ESCALA:1/75 ESCALA:1/125

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

Designer: cima’s engineers e.i.r.l., Barrel chamber distribution box, scale:, Indicated, sheet:, Huachis, Huari, Ancash, San cristobal de tambo, December, school, Pisigranja, section, Pisigranja, section, See detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, school, Pisigranja, section, Pisigranja, section, See detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, school, Pisigranja, section, Pisigranja, section, See detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Profile of the section, Pipe data, Unicode unicode, Unicode, Unicode unicode, Grade, Pvc pipe, Pipe data, Unicode, Pvc pipe, Pipe data, Unicode, Grade, Pvc pipe, Unicode, Grade, Unicode, Unicode, Grade, Pvc pipe, Unicode, Unicode, Grade, Pvc pipe, Unicode, Grade, Pvc pipe, Unicode, Unicode, Grade, Unicode, Pvc pipe, Unicode, Pvc pipe, Unicode, Pvc pipe, Unicode, Pvc pipe, Unicode, Pvc pipe, Grade, Unicode, Pvc pipe, Unicode, school, Pisigranja, section, Pisigranja, section, See detail of, Crossing structure, section, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Pvc pipe, Profile of the section, Pipe data, Profile of the section, Pipe data, Profile of the section, Profile of the section, The treatment plant, Pvc pipe, scale:, sheet, draft, flat, approved, Ancash, Department:, province, Huari, Location, January of, Indicated, date, District municipality of san pedro de chaná, General floor profiles, district, San pedro de chana, location, reviewed, designer, callus, Improvement of the sanitary sewerage drinking water system in the district of san pedro de, general plant, scale, View of percolator well plant, Camera of bars, Esc., Comes from the issuer, channel, Comes from the issuer, your B. Pvc, Minimum dimensions of brick, Stirrup details, Min, Foundation, C.g, Ntn, section, scale, Rto, Foundation, C.g, Ntn, section, scale, Mortar cement sand, Thickness mortar joint, Brick kin kon type, Technical specifications, masonry, covering, Reinforced concrete, Columns, Beams joists, steel, concrete, Max cm, Cm., Together, Construction gasket, Excavation compacted to the proctor, Material compacted material, note:, The horizontal reinforcing steel, Will be with corrugated mm, Will penetrate the columns of confines, Least minimum, Vertical hook of, Cm of length at least., Colum, Containment elements, beam, cut, scale, cut, scale, Overcoming, Foundation, E.g., p.m., Ntn, Overcoming, Foundation, E.g., cut, scale, column, scale, Ntn, hinge, door frame, Iron anchor, angle of, Corrugated iron, Platinum, detail, scale, detail, scale, Black tube, hinge, Safety angles, Platinum, detail, scale, Indented, Wall detail, No column armor, C: h.g. Foundation, C: hr p.m. In running over, Used in filled foundations., For areas where there is no stone, mortar can be used, Cyclopean. In this case the matrix will be mortar, The quality of the materials will be the same as for the, For areas where there is no stone, mortar can be used, With a dosage of non-minor cement, Brick type iv, The standard masonry unit will be the concrete forest, Specific strength of the wall, In the mixture will be no less than the clean sand, In areas where no stone is used the mortar, Structural in this case the amount of cement, The rest of structures, Reinforced foundation, Foundation, Columns beams, Columns with other elements with, Smaller dimensions equal, Soil study, Foundation shall be defined by the, Depth bearing capacity, Astm steel, Technical specifications, reinforcing steel, Concrete cycle

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, drainage, DWG, kläranlage, plan, plane, plano, profile, sewer, system, treatment plant

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